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Home My WebLink About1201 W MAIN ST_16-1631___________UN 1201 16-1631 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 16-00001631 Date 2/20/17 Property Address . . . . . . 1201 W MAIN ST HCAD Number: 023-182-048-0001 Alternate Search Method: Application type description FIRE SPRINKLER Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . Property Zoning . . . . . . . COMM - GENERAL Application valuation . . . . 12000 ---------------------------------------------------------------------------- Type of work interior fire sprinkler system ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ EMROJC LLC DFW AUTOMATIC SPRINKLER, INC. 5726 SOUTHWEST FWY 568 VZ COUNTY RD 1208 HOUSTON TX 770577508 CANTON TX 75103 --- Structure Information 000 000 DFW AUTOMATIC SPRINKLER Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . ASSEMBLY Flood Zone . . . . . . . . ZONE AE ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE SPRINKLER Additional desc . . NEW FIRE SPRINKER SYSTEM Permit pin number . 531939 Permit Fee . . . . 102.50 Plan Check Fee 51.25 Issue Date . . . . 2/20/17 Valuation . . . . 12000 Expiration Date . . 8/19/17 Qty Unit Charge Per Extension BASE FEE 20.00 11.00 7.5000 THOU BLDG - 1,001 - 50,000 82.50 ---------------------------------------------------------------------------- Special Notes and Comments January 17, 2017 4:36:49 PM lapovfl. FIRE SUPPRESSION NOTES 1. CALL FOR INSPECTION 2. AS PER FIRE MARSHALL PLAN REVIEW AND NOTES. 3. THIS PERMIT IS FOR VENT HOOD FIRE SUPPRESSION 4. CONTRACTOR/OWNER RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 16-00001631 Date 2/20/17 ---------------------------------------------------------------------------- Fee summary Charged Paid ------------------------------ Credited Due ---------- ----------------- Permit Fee Total 102.50 102.50 .00 .00 Plan Check Total 51.25 51.25 .00 .00 Grand Total 153.75 153.75 .00 .00 -------------�----------------------------------------------------- (SIGNATURE OF CONTRACTOR OR AUTHORIZED GENT) DATE a-,3Y)-/7 (APPROVED BY BUILDING OFFICIAL OR AUT ORIZED AGENT) DATE OCT 072016 City of La Porte Planning& Development Departmen ' Phon 81.470,5073 604 W.Fairmont Pkwy. "!-381.470.5005 La Porte,TX 77571 FIRE PERMIT APPLICATION www.laportetx.gov 1. PROJECT INFORMATION: DATE OF SUBMITTAL: IC)-1 -((a PROJECT ADDRESS(If existing):jjDi 4).MAIN ST. LAPORTE,TEXAS 7757177571 HCAD PARCEL NO(s)13-digit Tax lD(s): 1.) b Z'? ' !8 Z— O�U' a o c I 2.) _ 3.) l �, u, r� ^L - I / PROPERTY LEGAL DESCRIPTION: Ll5_("L _�-.LOT=' za-I'S( cL 1LS141(I 1WzfY (Aholy'o{ A okit.Ar ) 0 FIRE ALARM p FIRE SUPPRESSION 0 VENT HOOD 0 VENT HOOD FIRE SUPPRESSION 0 UNDERGROUND FIRE LINE 0 ABOVE-GROUND FIRE SUPPRESSION (3 OTHER DESCRIBE WORK: INSTALLATION OF NEW INTERIOR FIRE SPRINKLER SYSTEM BUILDING USE: RESTAURANT NO.OF STORIES:1 TOTAL SO,FOOTAGE: 3578 PROJECT VALUATION: 2. PROPERTY OWNER CONTACT INFORMATION: OWNER'S NAME: WHATABURGEFY PHONE: MAILING ADDRESS: - E-MAIL: 3. CONTRACTOR/AGENT: a•HOMEOWNER IS CONTRACTOR AGENT/CONTRACTOR COMPANY:DEW AUTOMATIC SPRINKLER PHONE 1: 214-923-9594 PHONE 2: E-MAIL: DAVIDMARINI@AOL.COM FAX#: MAILING ADDRESS: 2409 SERENITY LN. ROWLETT, TEXAS 75088 CONTACTPERSON'S NAME: DAVID MARINI PHONE: SAME 4. APPLICATION CHECKLIST&SUPPORTING DOCUMENTATION(Check applicable boxes): *If Homeowner Is Contractor, NJ COMPLETE ITEMS 1-4 OF PERMIT APPLICATION must furnish notarized El SUBMIT TWO(2)COMPLETE SETS(HARDCOPIES)OF CONSTRUCTION PLANS FOR RENEW Homestead Affidavit NOTES TO APPLICANT: 1. CONTRACTOR MUST BE REGISTERED WITH THE OTT 2. TO REGISTER WITH CITY,SUBMIT CURRENT CERTIFICATE OF INSURANCE WITH CITY NAME&ADDRESS AS CERTIFICATE HOLDER 3. NOTA VALID PERMIT UNTIL OWNER/CONTRACTOR I5 NOTIFIED OF APPROVALAND ALL APPLICABLE FEES ARE PAID IN FULL APPLICANT PRINTED NAME: DAVID MARINI APPLICANT SIGNATURE: (STAFF USE ONLY):nJ� ✓ /' Occupancy Type:t�l - Const.Type., Flood Zone:A 1_ s ane(Zoning District):&TC CE?: Taxes?: OK +l TD FEES: PERMIT FEE:$ PLAN CHECK FEE:$ J 1 RESIDENTIAL DRIVEWAY TIE-IN FEE:$ PARKLAND&ZONE FEE: Special Conditions: AIA Mtttt aJ OMust complete all work and pass city inspection wIthin 10 days of permit Issuance� to avoid further Code Enforcement Action �1 PERMITAPPROVAL: Fire Marshal(Commercial Only): -.Cu-r' v- f7 Date: I , t 7 r t Approved for Issuance by: Dote: I l T 1 PERMIT NO. (L -(Ct 3 Fire Suppression 1. Call for inspection 2. As per Fire Marshall plan review and notes 3. This permit is for Fire Sprinkler 4. Contractor/owner responsible for removal of all construction debris 5. A building permit (and all its applicable sub permits) may be based on the remainder of the work to be done. HOWEVER, if the work is not completed within the allotted time of the renewal period, the building permit (and all applicable sub permits) must be applied for as a NEW permit, and all permit fees will be calculated from the original permit valuation. =MELA PORTE � FIRE MARSHAL'S OFFICE "PLAN REVIEW" Date 01/17/2017 Business Name Whatabur er 4513 Address 1211 West Main Street Type of Review Above -Ground Fire Protection Contractor DFW Automatic Sprinkler, Inc. Reviewed by ClifMeekins, Fire Marshal Approval YES T4 AppN .'"ft.P, OebaseJ["I 1�.W 1b 1. -PI MA.Y gWo .IN YJe A'S I..rn Ilre CeY NQ W Iml�..uMe .�..,pY)N.tQveW 54NvblMbNWtl!IY L11 RG TbYb�ec. b.Ye bhMfb,,4 Ne M.tiY vu�s.I wM. .Ewa b b<N M.. .q 1) This Above -Ground Fire Protection system shall be installed by (DFW Automatic Sprinkler, Inc.). 2) An RME that works for (DFW Automatic Sprinkler, Inc.) must be onsite for ALL Fire Marshal's inspection. 3) The tamper and flow switches shall be tied into the building fire alarm. 4) 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. 5) The fire sprinkler piping shall not be covered up prior to the Fire Marshal's Office visual inspections of the piping. If the piping is covered, and the inspectors cannot inspect as is required by Fire Code, all of the obstructions will be required to be removed. NO EXCEPTION!!!!!! 6) HYDROSTATIC TEST -Hydrostatic test shall be performed, and passed by your company, prior to contacting the Fire Marshal's Office for inspection. 7) Contact the Fire Marshal's Office at least 24-hrs in advance (prior to cover-up) to schedule a Fire system inspection. Failure to have the system ready for inspection will result in a "failed" inspection. 125 South YdStreet, La Porte, TX 77571 "Office: 281-867-4603' Fax: 281-867-4629,' ------=------------------------------- ------------------------------------------- S iJ M M A R Y G F H Y D R A i.7 L = C C A X. C U Z. P? T 2 O N S Mr O R WF3ATASURGER RA# 1 1211 W. MAIN ST. LA PORTE TR. 77571 Job No:DINING AREA --------------------------------------------------------------------------------- Submi. ttadYBy DF4P AUTOMATIC SPRINKLER INC. 2409 SERENITY IN. ROWLETT TX 75088 --------------------------------------------------------------------------------- Design Specifications Water --------------------------- Supply Information System Demand ------------- --------------------- Density 0.150 60.00 pa @ 0.00 gpm 38.12 psi Design Area: 900.00 55.00 ps:L @ 1036.00 gpm @ 357.4 gpm + 250.0 gpm Hose Total Dama=ad: 60'7 _ Q crpm @ a _ 12 psi System s a f e ty f actor : 2 0_ 0 1 p s i Notes: List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H : BKFLW-PREV O : PVC TEE BR V : B : Butt'flyVa I : P : PVC TEE RN W : GRV ELL C : Check Va J : Q : R : GRV 45 D : DryPipeVa K : R : Y : GRV TEE BR E : Std. Elbow L : LongTurnEl S : Z : GRV TEE RN F : 45 Ell M : PVC ELL T : Std. Tee _ G : Gate Va N : PVC 45 U : Calcs By: DAVID MARINI Che.:ked: SEPT. 30,2016 Page: 1 Ser:*310067* Hypercalc Program ]�,y Crowley Design Group, (215)-337-7060 Sx+** z&=3r of Sp=:L=k:lar and Hosa Flows Job No:DINING AREA WHATABURGER RA#1 Design density: .15 Supplied flow and pressure is based on 38.12 psi available at supply ( 58.14 psi is actually available ) Ref. PRESSURE R FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. SOl 9.92 9.92 5.60 17.6 14.8 18.9% SOl S02 10.30 10.30 5.60 18.0 14.8 21.6% S02 S03 12.19 12.19 5.60 19.5 14.8 31.8% S03 SO4 15.58 15.58 5.60 22.1 14.8 49.3% SO4 SOS 17.36 17.36 5.60 23.3 14.8 57.4% S05 S06 10.00 10.00 5.60 17.7 14.8 19.6% S06 S07 10.33 10.33 5.60 18.0 18.0 0.0% S07 S0S 12.23 12.23 5.60 19.6 18.0 8.9% SOB S09 15.64 15.64 5.60 22.1 14.8 49.3% S09 S10 16.99 16.99 5.60 23.1 14.8 56.1% S10 Sll 10.17 10.17 5.60 17.9 14.8 20.9% S11 S12 10.57 10.57 5.60 18.2 18.0 1.1% S12 S13 12.50 12.50 5.60 19.8 18.0 10.0% S13 S14 15.98 15.98 5.60 22.4 14.8 51.4% S14 S15 17.29 17.29 5.60 23.3 14.8 57.4% S15 S16 9.52 9.52 5.60 17.3 14.8 16.9% S16 S17 10.48 10.48 5.60 18.1 14.8 22.3% S17 S18 11.88 11.88 5.60 19.3 14.8 30.4% S18 Calcs By: DAVID MARINI Checked: SEPT. 30,2016 Page: 2 Ser:*310067* Hypercalc Program by Crowley Design Group, (215)-337-7060 )e^1ow and Pz assure Suwsustary Job No:DINING AREA WHATABURGER RA#1 Elev. REP. Plow Pt Pf Pe Pt REP. Blev. FRIC TION L O S S C A L C U L A T I O N S Velocity ft. POINT qpm psi psi psi psi POINT ft. Length Pitting Length Total Pf/ft Diam C Flow fps 12.50 101 << 17.6 << 9.95 0.74 0.00 9.69 102 12.50 6.33 ST 7.00 13.33 0.056 1.191 120 17.5 5.1 12.50 101 >> 17.6 >> 8.95 -0.98 1.95 9.92 S01 9.00 4.50 T 5.00 9.50 0.103 1.049 120 17.6 6.5 12.50 102 << 35.6 << 9.69 2.04 0.00 11.73 103 12.50 10.00 10.00 0.204 1.191 120 35.6 10.2 12.50 102 >> 18.0 >> 9.69 -0.91 1.52 10.30 S02 9.00 3.50 T 5.00 8.50 0.107 1.049 120 18.0 6.7 12.50 103 << 55.2 << 11.73 3.66 0.00 15.39 104 12.50 8.00 8.00 0.458 1.191 120 55.2 15.8 12.50 103 >> 19.5 >> 11.73 -1.06 1.52 12.19 S03 9.00 3.50 T 5.00 8.50 0.125 1.049 120 19.5 7.2 12.50 104 << 77.3 t 15.39 2.37 0.00 17.76 A04 12.50 3.58 T 6.00 9.58 0.248 1.536 120 77.3 13.3 12.50 104 >> 22.1 >> 15.39 -1.33 1.52 15.58 SO4 9.00 3.50 T 5.00 8.50 0.157 1.049 120 22.1 8.2 12.50 105 << 23.3 << 17.05 0.71 0.00 17.76 A05 12.50 0.67 ST 7.00 7.67 0.093 1.191 120 23.3 6.7 12.50 105 >> 23.3 >> 17.05 -1.64 1.95 17.36 SOS 8.00 4.50 T 5.00 9.50 0.173 1.049 120 23.3 8.6 12.50 106 << 17.7 << 9.04 0.69 0.00 9.73 107 12.50 5.33 ET 7.00 12.33 0.056 1.191 120 17.7 5.1 12.50 106 >> 17.7 >> 9.04 -0.99 1.95 10.00 S06 8.00 4.50 T 5.00 9.50 0.104 1.049 120 17.7 6.6 12.50 107 << 35.7 << 9.73 2.05 0.00 11.78 108 12.50 10.00 10.00 0.205 1.191 120 35.7 10.3 12.50 107 >> 18.0 >> 9.73 -0.91 1.52 10.33 S07 9.00 3.50 T 5.00 8.50 0.107 1.049 120 18.0 6.7 12.50 108 << 55.3 << 11.79 3.69 0.00 15.46 109 12.50 8.00 9.00 0.460 1.191 120 55.3 15.9 12.50 108 >> 19.6 >> 11.78 -1.06 1.52 12.23 S08 9.00 3.50 T 5.00 8.50 0.125 1.049 120 19.6 7.3 12.50 109 « 77.4 << 15.46 2.38 0.00 17.84 A03 12.50 3.58 T 6.00 9.58 0.249 1.536 120 77.4 13.4 12.50 109 >> 22.1 >> 15.46 -1.34 1.52 15.64 S09 9.00 3.50 T 5.00 8.50 0.157 1.049 120 22.1 8.2 12.50 110 << 23.1 << 16.99 0.85 0.00 17.84 A03 12.50 2.33 ST 7.00 9.33 0.091 1.191 120 23.1 6.6 12.50 110 >> 23.1 >> 16.99 -1.95 1.95 16.99 S10 8.00 4.50 ET 7.00 11.50 0.170 1.049 120 23.1 8.5 12.50 111 << 17.9 << 9.22 0.76 0.00 9.98 112 12.50 6.33 BT 7.00 13.33 0.057 1.191 120 17.9 5.1 12.50 111 >> 17.9 >> 9.22 -1.00 1.95 10.17 Sll 8.00 4.50 T 5.00 9.50 0.106 1.049 120 17.9 6.6 12.50 112 « 36.1 << 9.98 2.09 0.00 12.07 113 12.50 10.00 10.00 0.209 1.191 120 36.1 10.4 12.50 112 >> 18.2 >> 9.98 -0.93 1.52 10.57 S12 9.00 3.50 T 5.00 8.50 0.109 1.049 120 18.2 6.7 12.50 113 << 55.9 << 12.07 3.75 0.00 15.82 114 12.50 0.00 8.00 0.469 1.191 120 55.9 16.0 12.50 113 >> 19.8 >> 12.07 -1.09 1.52 12.50 $13 9.00 3.50 T 5.00 8.50 0.128 1.049 120 19.8 7.3 12.50 114 << 78.3 << 15.82 2.43 0.00 18.25 A02 12.50 3.58 T 6.00 9.58 0.253 1.536 120 78.3 13.5 12.50 114 >> 22.4 >> 15.82 -1.36 1.52 15.90 S14 9.00 3.50 T 5.00 8.50 0.160 1.049 120 22.4 9.3 12.50 115 « 23.3 << 17.32 0.93 0.00 18.25 A02 12.50 3.00 ST 7.00 10.00 0.093 1.191 120 23.3 6.7 12.50 115 >> 23.3 >> 17.32 -1.98 1.95 17.29 $15 8.00 4.50 ST 7.00 11.50 0.172 1.049 120 23.3 8.6 12.50 116 << 17.3 << 8.43 0.59 0.00 9.02 117 12.50 6.00 T 5.00 11.00 0.053 1.191 120 17.3 5.0 12.50 116 >> 17.3 >> 8.43 -0.43 1.52 9.52 S16 9.00 4.33 4.33 0.099 1.049 120 17.3 6.4 12.50 117 << 35.4 « 9.02 1.21 0.00 10.23 118 12.50 6.00 6.00 0.202 1.191 120 35.4 10.2 12.50 117 >> 18.1 >> 9.02 -0.49 1.95 10.48 S17 8.00 4.50 4.50 0.109 1.049 120 18.1 6.7 12.50 118 << 54.7 << 10.23 8.46 0.00 18.69 A01 12.50 13.75 T 5.00 18.75 0.451 1.191 120 54.7 15.7 12.50 118 >> 19.3 >> 10.23 -0.23 1.88 11.88 S18 8.17 3.50 3.50 0.066 1.191 120 19.3 5.5 12.50 A01 >> 302.6 >> 19.69 -0.44 0.00 18.25 A02 12.50 6.00 6.00 0.073 3.314 120 302.6 11.2 12.50 A01 << 351.4 << 18.69 4.75 0.65 24.09 Q01 11.00 47.75 47.75 0.099 3.314 120 357.4 13.3 12.50 A02 >> 201.1 >> 18.25 -0.41 0.00 17.84 A03 12.50 12.00 12.00 0.034 3.314 120 201.1 7.5 12.50 A03 >> 100.6 >> 17.04 -0.08 0.00 17.76 A04 12.50 8.00 8.00 0.010 3.314 120 100.6 3.7 12.50 A04 >> 23.3 >> 17.76 -0.00 0.00 17.76 AOS 12.50 2.00 2.00 0.001 3.314 120 23.3 0.9 11.00 M01 << 357.4 << 24.67 4.53 4.34 33.54 M02 1.00 10.00 ABB 32.00 42.00 0.108 3.260 120 357.4 13.7 11.00 M01 >> 357.4 >> 24.67 -0.58 0.00 24.09 Q01 11.00 1.00 T 20.00 21.00 0.028 4.310 120 357.4 7.8 1.00 M02 << 357.4 << 33.54 2.63 1.95 38.12 M03 -3.50 83.00 BGHT 591.85 674.85 0.004 6.080 140 357.4 3.9 Calcs By: DAVID MARINI Che-�ked: SEPT. 30,2016 Page: 3 sew :*310067* Hvpercalc Procrram by Crowley Design Group, (215)-337-7060 path Summary Printout for WHATABURGI4R RA#1 Job No:DINING AREA SEPT. 30,2016 System: Drawing:FP-1 Path No : 1 SUP PLY t:o R = S E R Fed by path No.2 Ref Slay. Pressure (psi) B Plow (gpm) Veloc Diam. Actual Pitting Pitting Total Frict.Loss Slay. Loss Nett Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. :Angth Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=140) M03 -3.50 38.12 38.12 -357.4 3.94 6.080 83.00 SGST 591.85 674.85 0.004 -2.63 -1.95 (-4.50 )33.54 M02 (C-120) M02 1.00 33.54 33.54 -357.4 13.70 3.260 10.00 ABE 32.00 42.00 0.108 -4.53 -4.34 (-10.0 )24.67 MO1 MO1 11.00 24.67 24.67 -357.4 7.04 4.310 1.00 T 20.00 21.00 0.028 -0.58 24.09 QO1 Q01 11.00 24.09 AAAAAA AAAAA Path R-Factor = -72.81 Path No : 2 R=SER TC► Ml4►2N Fed by path No.4 Feeds Path:l at Pt:901 Ref Elev. Pressure (psi) B Plow (gpm) Veloc Diam. Actual Pitting Pitting Total Prict.Loss Slay. Loss Nett Ref Pt. ft. Pt Pv Pn factor Added Total fps in. :Angth Summary Length Length per.ft Total Psi (ft.) Press Pt. (C-120 QO1 11.00 24.09 24.09 -357.4 13.26 3.314 47.75 47.75 0.099 -4.75 -0.65 (-1.50 )18.69 A01 A01 12.50 18.69 18.69 54.7 -302.6 11.23 3.314 6.00 6.00 0.073 -0.44 18.25 A02 A02 12.50 18.25 18.25 101.5 -201.1 7.46 3.314 12.00 12.00 0.034 -0.41 17.84 A03 A03 12.50 17.84 17.84 100.5 -100.6 3.73 3.314 8.00 8.00 0.010 -0.08 17.76 A04 A04 12.50 17.76 0.76 77.3 -23.3 0.87 3.314 2.00 2.00 0.001 -0.00 17.76 A05 A05 12.50 17.76 AAAAAA AAAAA Path R-Factor = -5.54 Path No : 3 IMl#=N TO Ra:nota Principal path Ref Slay. Pressure (psi) S Plow (gpm) Veloc Diam. Actual Pitting Pitting Total Prict.Loss Slay. Loss Nett Ref Pt. ft. Pt Pv Pn factor Added Total fps in. :Angth Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) A04 12.50 17.76 17.76 -77.3 13.34 1.536 3.58 T 6.00 9.58 0.248 -2.37 15.39 104 104 12.50 15.39 15.39 22.1 -55.2 15.84 1.191 8.00 8.00 0.458 -3.66 11.73 103 103 12.50 11.73 11.73 19.5 -35.6 10.23 1.191 10.00 10.00 0.204 -2.04 9.69 102 102 12.50 9.69 9.69 18.0 -17.6 5.07 1.191 6.33 BT 7.00 13.33 0.056 -0.74 8.95 101 101 12.50 8.95 8.95 -17.6 6.53 1.049 4.50 T 5.00 9.50 0.103 -0.98 1.95 ( 4.50 ) 9.92 SO1 SOl 8.00 9.92 AAAAAA AAAAA Path R-Factor = -5.60 Calcs By:DAVID MARINI Checked By: Page: P-01 Ser:*310067* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for WHATABURGER RA#1 Job No:DINING AREA SEPT. 30,2016 System: Drawing:FP-1 Patti No : 4 13raa Principal path Feeds Path:2 at Pt:A05 Ref Blev. Pressure (psi) B Flow (gym) Veloc Diam. ;Actual Pitting Pitting Total Frict.Loss Blev. Loss Next Ref Pt. ft. Pt Pv Pu Factor Added Total fps in. :Angth Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) A05 12.50 11.76 17.76 -23.3 6.70 1.191 0.67 BT 7.00 7.67 0.093 -0.71 17.05 105 105 12.50 17.05 17.05 -23.3 8.64 1.049 4.50 T 5.00 9.50 0.173 -1.64 1.95 ( 4.50 )17.36 S05 S05 8.00 11.36 "AAAAA AAAAA Path R-Factor = -5.60 Path No 5 13x-sa Principal path Ref Blev. Pressure (psi) B Flow (gym) Veloc Diam. Actual Fitting Fitting Total Prict.Loss Blev. Loss Next Ref Pt. ft. Pt Pv Pa Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) A03 12.50 17.84 17.84 -77.4 13.37 1.536 3.59 T 6.00 9.58 0.249 -2.38 15.46 109 109 12.50 15.46 15.46 22.1 -55.3 15.89 1.191 8.00 8.00 0.460 -3.68 11.18 108 108 12.50 11.78 11.78 19.6 -35.7 10.26 1.191 10.00 10.00 0.205 -2.05 9.73 107 107 12.50 9.73 9.73 18.0 -17.7 5.09 1.191 5.33 BT 7.00 12.33 0.056 -0.69 9.04 106 106 12.50 9.04 9.04 -17.7 6.56 1.049 4.50 T 5.00 9.50 0.104 -0.99 1.95 ( 4.50 )10.00 S06 S06 8.00 10.00 AAAAA AAAAAA Path R-Factor = -5.60 Path Wc3, : 6 X:Lrze Principal path Ref Blev. Pressure (psi) B Plow (gpm) Veloc Diam. Actual Fitting Pitting Total Prict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pa Factor Added Total fps in. Length Su®ary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) A03 12.50 17.84 17.84 -23.1 6.63 1.191 2.33 ST 7.00 9.33 0.091 -0.85 16.99 110 110 12.50 16.99 16.99 -23.1 8.55 1.049 4.50 BT 7.00 11.50 0.170 -1.95 1.95 ( 4.50 )16.99 S10 S10 9.00 16.99 AAAAAA AAAAA Path R-Factor = -5.60 Calcs By:DAVID MARINI Checked By: Page: P-02 Ser:*310067* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for WHATABURGI:R RA#1 Job No:DINING AREA SEPT. 30,2016 System: Drawing:FP'-1 Path No : 7 13ra4m Principal path Ref Slew. Pressure (psi) S Flow (gpm) Veloc Diam..Actual Pitting Pitting Total Frict.Loss Slev. Loss Next Ref Pt. ft. Pt Pv Pu Factor Added Total fps in. Length Su®ary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) A02 12.50 19.25 18.25 -78.3 13.51 1.536 3.58 T 6.00 9.58 0.253 -2.43 15.82 114 114 12.50 15.82 15.82 22.4 -55.9 16.05 1.191 8.00 8.00 0.469 -3.75 12.07 113 113 12.50 12.07 12.07 19.8 -36.1 10.36 1.191 10.00 10.00 0.209 -2.09 9.98 112 112 12.50 9.98 9.98 19.2 -17.9 5.13 1.191 6.33 IT 7.00 13.33 0.057 -0.76 9.22 111 Ill 12.50 9.22 9.22 -17.9 6.61 1.049 4.50 T 5.00 9.50 0.106 -1.00 1.95 ( 4.50 )10.17 $11 Sll 9.00 10.17 AAAAAA AAAAA Path R-Factor = -5.60 Pa t3ta No : B Principal path Ref Elev. Pressure (psi) R Flow (gpm) Veloc Diam. Actual Pitting Pitting Total Frict.Loss Slew. Loss Next Ref Pt. ft. Pt Pv Po Factor Added Total fps in. ::ength Sn-ry Length Length per.ft Total Psi (ft.) Press Pt. (C=120) A02 12.50 18.25 18.25 -23.3 6.69 1.191 3.00 ET 7.00 10.00 0.093 -0.93 17.32 115 115 12.50 17.32 17.32 -23.3 8.62 1.049 4.50 ET 7.00 11.50 0.172 -1.98 1.95 ( 4.50 )17.29 S15 S15 8.00 17.29 AAAAAA AAAAA Path R-Factor = -5.60 P a th No : 9 Principal path Ref Slay. Pressure (psi) S Flow (gpm) Veloc Diam.:Actual Fitting Fitting Total Frict.Loss Slay. Loss Next Ref Pt. ft. Pt Pv Pa Factor Added Total fps in. ::ength Sumaary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) A01 12.50 18.69 18.69 -54.7 15.71 1.191 13.75 T 5.00 18.75 0.451 -8.46 10.23 110 118 12.50 10.23 10.23 19.3 -35.4 10.17 1.191 6.00 6.00 0.202 -1.21 9.02 117 111 12.50 9.02 9.02 18.1 -17.3 4.96 1.191 6.00 T 5.00 11.00 0.053 -0.59 8.43 116 116 12.50 8.43 8.43 -17.3 6.40 1.049 4.33 4.33 0.099 -0.43 1.52 ( 3.50 ) 9.52 S16 S16 9.00 9.52 AAAAAA AAAAA Path R-Factor = -5.60 Calcs By:DAVID MARINI Checked By: Page: P-03 Ser:*310067* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for WHATABURGisR RA#1 Job No:DINING AREA SEPT. 30,2016 System: Drawing:FP-1 Pa tits No : 1 O Principal path Ref Blev. Pressure (psi) B Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Blev. Loss Next Ref Pt. ft. Pt Pv Pa Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 102 12.50 9.69 9.69 -18.0 6.65 1.049 3.50 T 5.00 9.50 0.107 -0.91 1.52 ( 3.50 )10.30 S02 S02 9.00 10.30 AAAAAA AAAAA Path K-Factor = -5.60 Patti No : 11 Principal path Ref Elev. Pressure (psi) B Flow (gpm) Veloc Dias. Actual Fitting Fitting Total Prict.Loss Blev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 103 12.50 11.73 11.73 -19.5 7.24 1.049 3.50 T 5.00 8.50 0.125 -1.06 1.52 ( 3.50 )12.19 S03 S03 9.00 12.19 AAAAAA AAAAA Path R-Factor = -5.60 P a th No : 1 2 Principal path Ref Rlev. Pressure (psi) B Flow (gpm) Veloc Diam. Actual Pitting Fitting Total Prict.Loss Blev. Loss Next Ref Pt. ft. Pt Pv Pa Factor Added Total fps in. Length S®ary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 104 12.50 15.39 15.39 -22.1 8.18 1.049 3.50 T 5.00 8.50 0.157 -1.33 1.52 ( 3.50 )15.58 SO4 SO4 9.00 15.58 AAAAAA AAAAA Path R-Factor = -5.60 P a th No : 1 3 Principal path Ref Elev. Pressure (psi) B Flow (gpm) Veloc Diam. Actual Fitting Pitting Total Frict.Loss Blev. Loss Next Ref Pt. ft. Pt Pv Pa Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 107 12.50 9.73 9.73 -18.0 6.66 1.049 3.50 T 5.00 9.50 0.107 -0.91 1.52 ( 3.50 )10.33 S07 S07 9.00 10.33 AAAAAA AAAAA Path R-Factor = -5.60 Calcs By:DAVID WMINI Checked By: Page: P-04 Ser:*310067* Hypercalc Program ?ay Crowley Design Group, (215)-337-7060 Path Summary Printout for WHATABURGI:R RA#1 Job No:DINING AREA SEPT. 30,2016 System: Drawing:FP-1 Path No : 1 4 Principal path Ref Blev. Pressure (psi) S Flow (gpm) Veloc Diaz..Actual Pitting Pitting Total Prict.Loss Slay. Loss Next Ref Pt. ft. Pt Pv Pa factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 108 12.50 11.79 11.78 -19.6 7.25 1.049 3.50 T 5.00 8.50 0.125 -1.06 1.52 ( 3.50 )12.23 S08 SOB 9.00 12.23 AAAAAA AAAAA Path R-Factor = -5.60 39a t3h 3P7o : 1 S Principal path Ref Blev. Pressure (psi) S Plow (gpm) Veloc Diam..Actual Fitting Pitting Total Frict.Loss Slay. Loss Next Ref Pt. ft. Pt Pv Pa Factor Added Total fps in. Length Sumary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 109 12.50 15.46 15.46 -22.1 8.20 1.049 3.50 T 5.00 8.50 0.157 -1.34 1.52 ( 3.50 )15.64 S09 S09 9.00 15.64 AAAAAA AAAAA Path R-Factor = -5.60 P a th Principal path Ref Blev. Pressure (psi) S Flow (gpm) Veloc Diam. Actual Fitting Pitting Total Prict.Loss Blev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 112 12.50 9.98 9.98 -19.2 6.74 1.049 3.50 T / 5.00 8.50 0.109 -0.93 1.52 ( 3.50 )10.57 S12 S12 9.00 10.57 AAAAAA AAAAA Path R-Factor = -5.60 P a th No : 1 7 Principal path Ref Blev. Pressure (psi) S Flow (gpm) Veloc Diam. Actual Pitting Pitting Total Frict.Loss Blev. Loss Next Ref Pt. ft. Pt Pv Pa Factor Added Total fps in. Length Summry Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 113 12.50 12.07 12.07 -19.8 7.33 1.049 3.50 T 5.00 8.50 0.128 -1.09 1.52 ( 3.50 )12.50 S13 S13 9.00 12.50 AAAAAA AAAAA Path K-Factor = -5.60 Calcs By:DAVID IARINI Checked By: Page: P-05 Ser:*310067* Hypercalc Program by Crowley Design Group, (215)-337-7060 'PathSummary Printout for WHATABURG:ER RA#1 Job No:bINING AREA SEPT. 3D,2016 System: Drawing:FP-1 Pa tka No : 1 0 Principal path Ref Elev. Pressure (psi) A Plow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 114 12.50 15.82 15.82 -22.4 8.29 1.049 3.50 T 5.00 8.50 0.160 -1.36 1.52 ( 3.50 )15.98 S14 S14 9.00 15.98 AAAAAA AAAAA Path R-Factor = -5.60 Pa t3iz No : 1 9 Principal path Ref Rlev. Pressure (psi) A Flow (gpm) Veloc Dian. Actual Fitting Pitting Total Frict.Loss Rlev. Loss Neat Ref -Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 117 12.50 9.02 9.02 -18.1 6.71 1.049 4.50 4.50 0.109 -0.49 1.95 ( 4.50 )10.48 S17 S17 9.00 10.48 AAAAAA AAAAA Path K-Factor = -5.60 P a th No : 2 O Principal path Ref Rlev. Pressure (psi) A plow (gpm) Veloc Diam. Actual Fitting pitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 119 12.50 10.23 10.23 -19.3 5.54 1.191 3.50 3.50 0.066 -0.23 1.88 ( 4.33 )11.88 S18 S18 8.17 11.89 AAAAAA AAAAA Path R-Factor = -5.60 Calca By:DAVID MARINI Checked By: Page: P-06 Ser:*310067* Hypercalc Program :by Crowley Design Group, (215)-337-7060 ADDRESS: OWNER'S NAME: PROJECT TYPE: HCAD#: CONIlVIERCIAL PLAN REVIEW COVER SHEET ^ (INTERNAL USE) /`6n6ILAQ✓t W: ✓ADDN: HTE LOC#: FLOOD ZONE: USE ZONE: Y/N SUB /DATE RETURNED TIRZ ZONE? SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMITTAL F101 RESOL. APPLICABLE?: F216-00-00 RESOL. APPLICABLE?: FILL DIRT APPL/PERMIT CLEARING PERMIT NEEDED? FLOOD PERMIT NEEDED?: W/S FEES APPLICABLE?: 100% MASONRY/GLASS (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.) STORM WATER QUALITY PERMIT TAXES UP TO DATE?: DATE OF REVIEW: �— 9^ 1 7 INSPECTOR: ��uk ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK �`-- OWNER OR CONTRACTOR NOTIFICATION DATE TIME I f NAME OF PERSON CONTACTED 1 �DCL)�- S�rll� S1CPShmUNSPECTION DIVISIONWspectiontlCONE PLAN REVIEW COVER SHEET.doc Rev. EEB2012 INSPECTION SERVICES 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. S) 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 • Tfl2Z Zone? • 100% Masonry/Glass • Storm Water Quality Permit • Zoning Permit • Asbestos Survey (if applicable) • Energy Code Analysis (if applicable) • TAS (ADA) Proof of Submittal • F101 Resolution applicable • F216-00-00 Resolution applicable • Utility Verification Needed (CDR) • Address Request Needed (CDR) • Culvert Request Needed (CDR) • Harris County Driveway/ Culvert permit received? • Hams County Health Dept. (Restaurants) approved "Plans Review Information Report" received from Harris County? • Fill Dirt Permit (if applicable) • Clearing Permit (if applicable) • Flood Plain Development Permit (if building is in "AE" or "VE" flood zone) • Water & Sewer Fees Applicable • Completed Petition to Tie on to Existing Water/Sewer Mains • Sample Well Proposed? • Current Certificate of Insurance • Construction Drawings with Engineer's Seal (if applicable) :• Foundation Plans Structural Framing Plan Exterior Elevation Plan Electrical Drawings Plumbing Drawings Mechanical Drawings Drainage Plan Slab Elevation (if applicable) Yes or No Yes or No 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 (City Ord 106-141) Yes or No (City Ord 106-141) Yes or No Yes or No Yes or No (City Ord 1444-A) Yes or No (City Ord 1501-R5) Yes or No (City Ord 194-63) Yes or No (Ord 759-F) Yes or No (Ord 759-F) Yes or No (City Ord 74-121(c) Yes or No (City Ord 82-35) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No S1CPShamUNSPECTION DI V ISIONVnspectionsOcIg P Checklist Coml.docJul20l l Fee Eda 1 .WOK II t. Cancel Address, Related perry — Help Locatlon lD: HCAD Hufnblr.. -Alnmate Search Method;, Locadon address: Primary related party.. a Inquiry DFW Automa 7y AC. p es, 2409 SERENITY LN. ROWLETT, TX 75088 SCR # 0794 214-923-9594 Phone 972-475-3023 Fax RME # 0881 LETTER OF TRANSMITTAL TO: CITY OF LA PORTE SEPT. 30, 2016 604 W. FAIRMONT PRKWY. LA PORTE , TEXAS 77571 E C E I V (ATTEN: DENNIS FITCH) lAN 1 1 2017 ATTEN: -FIRE SPRINKLERPLAN REVIEW PROJECT: WFD TABURGER LOCATION: 1211 W. MAIN ST. LA PORTE, TEXAS 77571 WE TRANSMIT THE FOLLOWING DOCUMENTS HEREWITH X FIRE SPRINKLER PLANS RESUBAIMAL PLANS ASBUILT DRAWING EMAIL: www.DAVIDMARINInAOL.COM **** wrl Lb URAW1NG REV.# DATED DESCRIPTION OR ITEM 3 FP-1 & 2 9-30-2016 FIRE SPRINKLER PLANS 1 RA#1 9-30-2016 HYDRAULIC CALCULATIONS 1 SUBMITTAL BOOK THE ABOVE IS SUBMITTED FOR: X - PLAN REVIEW X YOUR APPROVAL (Please MAIL BACK TO 2409 SERENITY LN. SERENITY, TX. 75088 THANK YOU VERY MUCH! CELL- PHONE-214-923-9594 1 i 1 ,' 1011 11'43151F_0711*�� Design 0 New Installation Service M Inspections Page is too large to OCR. Page is too large to OCR.