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Home My WebLink AboutREA2009-1271Construction Type: Vfb 'Permit Valuation: Setbacks Approval to Issue Occupancy Group: Front: Electrical Division: Building Width: Left: Plumbing Zoning: L'-d— Building Depth: Right: Mechanical Rear: PIan '!Review Approval: Site Plan Approval: Date:-�.,r'' Date: Water Availability Rate: Sewer Availability Rate: Fire Department: Date: Building Permit Fee: Public Works Department: Date: Plan Review Fee: --' Health Department: Date: Lot Drainage Fee: Approved for Permit: Date:Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: f)f DATE: ADDRESS: PERMIT #: PLUMBING I hereby certify that I have inspected the water supply system at the above referenced address. To the best of my knowledge, the materials and methods used in the installation of this system comply with the plumbing code adopted by the City of Grapevine. no cross connection exists at this address at the time of OAforms4aterservinsp, 0501 DON GREENE --N 2 2089 COMMERCIAL/RESIDENTIAL ENERGY PLANS EXAMINER / INSPECTION Offices located in Dallas/Ft. Worth/Tyler - 469-441-1932 SITE ADORES I �)) - - SUBDIVISION PROJECT NAIVE CITY,/ CO 0 CITY PERMIT # INSPECTION VATE I N S rR� �OR �/ PASS FAIL PASS FAIL OK ToCALL PROCEED FOR REINSPECTION OK TO P ROCEED I CALL FOR R EINSPECTION INS ION Yp 4" F-1 INSPECTION TYPE El El IKISPECTibN TYPE- F-1 El INSPECTION TYPE El F-1 INSPECTION TYPE El El INSPECTION TYPE El El 0 CITY PERMIT # INSPECTION VATE I N S rR� �OR �/ X 2 a 2DD9onald ftw oberts Associates, Inc. Consulting E}n�gineers STRUCTURAL DESIGN CALCULATIONS LL PROJECT: TILTED KILT PUB & EATERY LOCATION: GRAPEVINE, TEXAS BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE CITY Or Am"EVAN't 90 MPH WIND LOAD RELEASED FOR 20 PSF ROOF DEAD t ► LOAD D D DATE, `; _ APRIL 24, 2009 a Jr . .................e We.fe. 0 90 ANDREW J. LLORET MAW ♦OebWsO.Oe..•Pff...........••.. A 72614 IIiP ZCENS' %AV 2948 N. Stemmons Freeway e Dallas, TX 75247-6103 ° Phone: 214-637-6299 = Fax: 214-637-6997 r Tl,. ik� �'T Onald PROJECT: t JOB NO. oberts �-oR SUBJECT.- Esta~' S DATE Associates, Inc. Consulting Engineers BY: C^173 CK: SHT. OF t�AT<rlL�tLgCp1"Cin ... 3" �tG'tl.D �NSVNTtp,.t . Z• 5` ('SF 2, Li PsF T31 cv 32"p•C. Y.6 -G/fr t. -43 ?sF Z+G.'* PT M6cFtwrc�t� ;wcr �4t.•�,.YN��: yP5r Ive>dr� ti/Z/t analy suG�`� sro� SYST6..t 2,5— Ps 1= PSF l tet. Co -5 p5% LCA Se -zo ?Sr= ft lzooF 4- ca,'sra .r-1rlC*j LC-*o*P3 +R-g S. (>PLti T L(iADS Pop-- CAwoPY esrca.1 eaMpo.,64TS 4 CL04D1aC-4 F-"C. *&v1> 60"-m.""R AcaF• O ?o "-'* Z0'aje- 3 r ae I' n.E7 3v C 1,e R-- A ScE CcFF, AXCA : I U �n►6T : 1-21 i1.0>(I.C�>�� ,, ?31PV = --q4- ut- ?St= IF � � r e 7" onald PROJECT: / JOB NO. aberts tLa�•r.�� SUBJECT: DATE Associates, Inc. Consulting Engineers BY. Cra[3 CK: SHT: OF :nJ I T%6+•ritr� p,�E'Nlr+bt �� Mit'Cy'Ttn�6t Z,uo,w. '-Ejt7 '+Sru 9-20 "t7E,aJ = _� 7.A res x(12 Plr� t (!S pSr-)(S—r7) 315- P(.F Live ( Zoria~) C 12- F,) = Z 4 0 /PAr- d "h GYc`.}7 533�tc�2s e S?vi� 'Pick- G H C/v #T L` l• 3� 1,4 6F /4 i'ihcFFcJ /L CC«��u'i62 cy.»7rwt onald PROJECT. F r LTE-D k ! 0— JOB NO. oberts SUBJECT: FP-4^,-j G, DATE Associates, BY. �� ConsultingEngineers CK: SHT. 3 OF ft- • i�CsA��R (��'SlCacrJ . JFy�n�: '2.J' iu "j(�!�'J l✓IF7TtF= �!'�,1 01104"r CsSB Fu--4-c. i✓� �'• C �swt� vaRT.} (ZC' -PSF )('-!S 1=7) Live (zo►'s�)C�,��,=�� = 155 tPLF RE r ,Q _7RGrt6 t7 C,(I Gc^j>vv'6p Csv i tw! C t sc = 3' 2 '� c,1/ i ' Fac, <<..z-' 5�4cE� s ST Ec Lt�% L FGrZ L�f2Ico- 40 F- �' '12„F.t� hTiltGlt�Q 1"GiM1. CGr►t�VrE:R... Cyt+i�� Q S6 L 1 k4iy,1-4 _ Description : New Door Header Material P Analysis Method: Allowable Stress Design Fb - Tension Load Combination 2006 IBC & ASCE 7-05 Fb - Compr Fc - Prll Wood Species : Southern Pine Fc - Perp Wood Grade : No.2: 2" - 4" Thick : 5"-6" Wide Fv Ft Beam Bracing Beam is Fully Braced against lateral -torsion buckling �t Calculations per IBC 2006, CBC 2007, 2005 NDS 1250 psi E: Modulus of Elasticity 1250 psi Ebend- xx 1600 ksi 1600 psi Eminbend - xx 580 ksi 565 psi 175 psi 725 psi Density 35.44 pcf Appired_Loads _- Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.350, Lr = 0.1550 k/ft, Tributary Width =1.0 ft Maximum Bending Stress Ratio = 0.297: 1 Maximum Shear Stress Ratio _ 0.213 : 1 Section used for this span 3-2x6 Section used for this span 3-2x6 fb : Actual = 370.91 psi fv : Actual = 37.23 psi FB: Allowable = 1,250.00psi Fv : Allowable = 175.00 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 1.667ft Location of maximum on span = 0.000ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection +D+L+H Max Downward L+Lr+S Deflection = 0.004 in Max Upward L+Lr+S Deflection = 0.000 in 1 0.206 0.147 Live Load Deflection Ratio = 9203 1,250.00 0.43 Max Downward Total Deflection = 0.014 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 2824 1 0.297 0.213 Maximum orces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mactual fb-design Fb-allow Vactual fv-design Fv-allow +D Length = 3.3330 ft 1 0.206 0.147 0.49 257.07 1,250.00 0.43 25.81 175.00 +D+L+H Length = 3.3330 ft 1 0.206 0.147 0.49 257.07 1,250.00 0.43 25.81 175.00 +D+Lr+H Length = 3.3330 ft 1 0.297 0.213 0.70 370.91 1;250.00 0.61 37.23 175.00 +D+0.750Lr+0.750L+H Length = 3.3330 ft 1 0.274 0.196 0.65 342.45 1,250.00 0.57 34.38 175.00 fiJveralI Maximum'Deflections - Unfa#ored Loads Load Combination Span _ Max. " " Deft Location in Span Load Combination Max. "+" Dell Location in Span D+L+Lr 1 0.0142 1.683 0.0000 0.000 6 Description : New Door Header Maximum Ddections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span D Only 1 0.0098 1.683 0.0000 0.000 Lr Only 1 0.0043 1.683 0.0000 0.000 D+L+Lr 1 0.0142 1.683 0.0000 0.000 Maximum Vertical Reactions - Unfactored Support notation: Far lett is �1 Support & Load Combination Support Reaction Support 1, (D+L+Lr) 0.842 k {Maximum Vertical React ons - Unfactored Suppo t notation : Far left t,, »1 Load Combination Support 1 Support 2 Overall MAXimum 0.842 0.842 D Only 0.583 0.583 Lr Only 0.258 0.258 D+L+Lr 0.842 0.842 Description : Lintel Material kp ettt¢3 Calculations per IBC 2006 CBC 2007 13th A Analysis Method: Allowable Stress Design Fy : Steel Yield: 36.0 ksi Beam Bracing: Beam is Fully Braced against lateral -torsion buckling E: Modulus : 29,000.0 ksi Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 i z Applied Loads _ _ Service loads entered. Load Factors will be applied for calculation Load for Span Number 1 Uniform Load : D = 0.520 k/ft, Tributary Width =1.0 ft Maximum Bending Stress Ratio = Section used for this span Mu: Applied Mn / Omega: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Live Load Deflection Ratio Max Downward Total Deflection 0.017 in 0.325: 1 Maximum Shear Stress Ratio = 0.067 :1 L4X4X1/4 Section used for this span L4X4X1/4 0.722 k -ft Vu : Applied 0.86658 k 2.220 k -ft Vn/Omega : Allowable 12.9341 k +D Load Combination +D 1.667ft Location of maximum on span 0.000 ft Span # 1 Span # where maximum occurs Span # 1 0.000 in 0.000 in 0 <360 Load Combination Max Stress Ratios Max Downward Total Deflection 0.017 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 2390 Maximum -Forces:& Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Value Segment length Span # M V Mmax + Mmax - Ma - Max Mnx Omega`Mnx Cb Rm Va Max Vnx Omega\ Overall MAXimum Envelope Dsgn. L = 3.33 ft 1 0.325 0.067 0.72 0.72 3.71 2,22 1.00 1.00 0.87 21.60 12 +D Dsgn. L = 3.33 ft 1 0.325 0.067 0.72 0.72 3.71 2.22 1.00 1.00 0.87 21.60 12 +D+L+H Dsgn. L = 3.33 ft 1 0.325 0.067 0.72 0.72 3.71 2.22 1.00 1.00 0.87 21.60 12 +D+Lr+H Dsgn. L = 3.33 It 1 0.325 0.067 0.72 0.72 3.71 2.22 1.00 1.00 0.87 21.60 12 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. " " Deft Location in Span Load Combination Max. "+" Defl Location in Span u.u1bf 0.0000 Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span D Only 1 0,0167 1.683 0.0000 0.000 Vertical Reactions - Unfactored, _ Support notation : Far left is #1 Load Combination Support 1 Support 2 - Overall MAXimum 0.867 0.867 D Only 0.867 0.867 -4 Description : Lintel Steel Section Properties : L4X4X114 Depth = 4.000 in I xx = 3.00 in^4 J = 0.044 in^4 Sz = 0.419 in^3 S xx 1.03 in^3 Gw = 0.05 in"6 Leg Width = 4.000 in R xx = 1.250 in Ro = 2.220 in Thickness = 0.250 in Zx = 1.820 in^3 Area = 1.940 in"2 I yy = 3.000 in^4 Weight = 6.600 plf S yy = 1.030 in^3 Kdesign = 0.625 in R yy = 1.250 in Ycg = 1.080 in Qs = 0.910 Iz = 1.180 in^4 Sz = 0.419 in^3 Yp = 0.242 in Rz = 0.783 in Tar. = 1.00 deg Eo = 0.242 in WE, Description : Widened Opening Header Material Properties Calculations per IBC 2006, CBC 2007, 2005 ND; Analysis Method: Allowable Stress Design Fb - Tension 975 psi E: Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 975 psi Ebend- xx 1600ksi Fc - Prll 1450 psi Eminbend - xx 580ksi Wood Species : Southern Pine Fc - Perp 565 psi Maximum forces & Stresses for Load Combinations Wood Grade ; No.2: 2" - 4" Thick : 12" Wide Fv 175 psi Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 550 psi Density 35.44pcf Ai Rj qd Loads m Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.3150, Lr = 0.240 klft, Tributary Width = 1.0 ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs f m 0.9241 3-2x12 = 1,126.50psi = 1,218.75psi +D+Lr+H 5.667ft Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection = 0.105 in Max Upward L+Lr+S Deflection = 0.000 in Live Load Deflection Ratio = 1293 Maximum Shear Stress Ratio = 0.358 : 1 Section used for this span 3-2x12 fv : Actual = 78.28 psi Fv : Allowable = 218.75 psi Load Combination +D+Lr+H Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # 1 Max Downward Total Deflection = 0.243 in Max Upward Total Deflection 0.000 in Total Deflection Ratio = 559 Maximum forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mactual fb-design Fb-allow Vactual fv-design Fv-allow +D Length =11.3333 ft 1 0.525 0.203 5.06 639.36 1,218.75 1.50 44.43 218.71 +D+L+H Length = 11.3333 ft 1 0.525 0.203 5.06 639.36 1;218.75 1.50 44.43 218.7: +D+Lr+H Length = 11.3333 ft 1 0.924 0.358 8.91 1,126.50 1,218.75 2.64 78.28 218.7: +D+0.750Lr+0.750L+H Length =11.3333 ft 1 0.824 0.319 7.95 1,004.72 1,218.75 2.36 69.81 218.7E Overall Maxirnpm Deflections - Unfactored Loads Load Combination Span Max."-* Defl Location in Span Load Combination Max. "+^ Defl Location in Span D+L+Lr 1 0.2431 5.723 0.0000 0.000 9' Description : Widened Opening Header Maximum reflections for toad Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span D Only 1 0.1380 5.723 0,0000 0,000 Lr Only 1 0A051 5,723 0.0000 0.000 D+L+Lr 1 0.2431 5.723 0.0000 0.000 Maximum Vertical Reactions - Unfactored Support notation : Far left is #1 Support & Load Combination Support Reaction Support 1, (D+L+Lr) 3.145 k Maximum Vertical Reactions - Unfactored S p o art nota±ion : Far €afl is #1 Load Combination Support 1 -- Support 2 Overall MAXimum 3.145 3.145 D Only 1.785 1,785 Lr Only 1.360 1,360 D+L+Lr 3.145 3.145 ID Description : Stud Packs General Information w Maximum Axial + Bending Code Ref : 2006 IBC, ANSI I AF&PA NDS -2005 Analysis Method : Allowable Stress Design Load Combination Wood Section Name 3-2x6 End Fixities Top & Bottom Pinned Comp Only, fc/Fc' Wood Grading/Manuf. Graded Lumber Overall Column Height 10.0 ft Wood Member Type Sawn l U'5'>d for floe nd r Calculations Wood Species Southern Pine 3.2009 k Exact width 4.50 in Allowable Stress Modification Factors Wood Grade No.2: 2" - 4" Thick : 5"-6" Wid, Exact Depth P 5.50 in Cf or Cv for Bending 1.0 Fb - Tension 1,250.0 psi Fv 175.0 psi Area 24.750 in12 Cf or Cv for Compression 1.0 Fb - Compr 1,250.0 psi Ft 725.0 psi Ix 62.3906 in^4 Cf or Cv for Tension 1.0 Fc - Prll 1,600.0 psi Density 35.440 pcf ly 41.7656 in^4 Cm: Wet Use Factor 1.0 Fc - Perp 565.0 psi 0.0 psi Ct : Temperature Factor 1.0 E : Modulus of Elasticity ... x -x Bending y -y Bending Cfu : Flat Use Factor 1.0 Axial Kf: Built-up columns 1.0 '"=`S f5.s? Basic 1,600.0 1,600.0 1,600.0 ksi Use Cr: Repetitive ? No Fr-n-urb G!vi Minimum 580.0 580.0 Brace condition for deflection (buckling) along columns : Load Combination 2006 IBC & ASCE 7-05 Note: Only X -X (width) axis: Unbraced Length for X -X Axis buckling =10ft, K =1.0 Axis Reaction Y -Y (depth) axis : Unbraced Length for Y -Y Axis buckling =10 ft, K =1.0 Appited LOadsService loads entered. Load Factors will be applied for calculations. Column self weiqht included : 60.9125 lbs * Dead Load Factor AXIAL LOADS ... Axial Load at 10.0 ft, D =1.780, Lr =1.360 k DESIGN SUMMARY Bending & Shear Check Results Maximum Axial + Bending PASS Max. Axial+Bending Stress Ratio = 0.21456 :1 Load Combination +D+Lr+H Governing NDS Formla Comp Only, fc/Fc' Location of max.above base 0.0 ft At maximum location values are ... 0.12340 PASS Applied Axial 3.2009 k Applied Mx 0.0 k -ft Applied My 0.0 k -ft Fc: Allowable 602.770 psi PASS Maximum Shear Stress Ratio = 0.0 :1 Load Combination +D+0.750Lr+0.750L+H Location of max.above base 10.0 It Applied Design Shear 0.0 psi Allowable Shear 175.0 psi Load Combination Results Maximum SERVICE Lateral Load Reactions . . Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Top along X -X 0.0 k Bottom along X -X 0.0 k Maximum SERVICE Load Lateral Deflections ... Along Y -Y 0.0 in at 0.0 ft above base for load combination : n/a Along X -X 0.0 in at 0.0 ft above base for load combination : n/a Other Factors used to calculate allowable stresses ... Bending Compression Tension Cf or Cv : Size based factors 1.000 1.000 Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D 0.12340 PASS 0.0 ft 0.0 PASS 10.0 ft +D+L+H 0.12340 PASS 0.0 ft 0.0 PASS 10.0 ft +D+Lr+H 0.21456 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750Lr+0.750L+H 0.19177 PASS 0.0 ft 0.0 PASS 10.0 ft Maximum Reactions - Unfactored _ _ -X-X Note: Only non -zero reactions are listed. Axis Reaction Y -Y Axis Reaction Load Combination @ Base @ Top @ Base @ Top D Only Lr Only Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 It Lr Only 0.0000 in 0.000 It 0.000 in 0.000 ft Description : Stud Packs Sketches_�_w__w 3ti0N ; 3 . Y 1 o o a n L � � 7 EI 324 x� w'" loads are total entered value. Arrows do not reflect absolute direction. Ronald A Roberts, Associa.). Craig Bailey 09007 Tilted Kilt Grapevine Apr 21, 2009 at 4:13 PM Canopy.r3d IZ Company Ronald A Roberts, Associates Apr 21, 2009 13 Designer Craig Bailey 4:14 PM Job Number : 09007 Tilted Kilt Grapevine Checked By: Basic Load Cases Pi r, n.—in+inn 1 Dead DL <- - .,UI It rurnt ulsuluuteuruea ]vie'..5urrace ... 1 2 =.R at Live, RLL 1 3 Wind +X WL+X " a�w uw ra�t�� opt, ractor -A-L Wind -X WL -X YesDL 1 RLL I _ 5 Wind +Z WL+Z 1 .Wind -Z WL -Z 7 Wind +Y WL+Y Yes 1 8 Wind -Y WL -Y 1 9 Self Wei ht DIL 10 BLC 1 TransientAre-I None Yes 20 DL 1 RLL 1 11 IBLC 2 Transient Are... None 1 _ 20 12 BLC 7 Transient Ace., None 20 Load Combinations nacrrintinn Snlva Pr) CR RI C` Go. -f— RI 1 Dead +Live Yes DL 1 RLL 1 �w �� a�w uw ra�t�� opt, ractor Dead +Live +Wind... YesDL 1 RLL I _ WL.. 1 3 Dead + Live + Wind... Yes DL 1 RLL 1 WL_I 1 4 Kaci+.Ove +Wind ,., Yes DL 1 RLL 1 WL.,; 1 _ 5 Dead + Live + Wind... YesDL 1 RLL 1 WL.. 1 €t"Liu +.Wind. Yes bL 6 " E2 L WL.. 1 7 Dead +Live +Wind ... Yes DL .6 1 RLLT WL.. 1 Member Area Loads (BLC 1 : Dead) Joint A Joint B Joint C Joint D Direction Distribution Ma nitudefksfl 1 N16 N11 N15 N20 I Y A -B -.01 Member Area Loads (BLC 2: Roof Live) Joint A Joint B Joint C Joint D Direction Distribution Ma nitude ks 1 N16 N11 N15 N20 Y A -B -.02 Member Area Loads (BLC 7: Wind +)� Joint A Joint B Joint C Joint D Direction Distribution Ma defksfl ks 1 N6 N1 N5 N10 Y A -B 044 Hot Rolled Steel Design Parameters HSS2x2x.. HSS2x2x., SS2x2x. RISA -31D Version 7.1.3 [S:\09007 Tilted Kilt Grapevine\Canopy.r3d] Page 1 Company Ronald A Roberts, Associates Apr 21, 2009 19 Designer Craig Bailey 4:14 PM Job Number: 09007 Tilted Kilt Grapevine Checked By: Hot Rolled Steel Design Parameters (Continued) 15 M15 - HSS2x2x.. ---- -- 3 5 - -- _ _-__ ._ _....... I . __... " - ..,..- ......-LL - .- L avva runcuvn Lateral 16 M16 HSS2x2x. 3.5 7 .021 7 V, 7117.881 .6 ... X3.76 23:76 1 .6 Lateral; 17 M17 HSS2x2x.. 3.5 1 .016 14 - 17.881 21.6 21.6 216 1 .6 Lateral 18 M18 HS82x2x. 3.5 1 016 7 1 17.881 21,6 < 21.6 21.6 1 6 Lateral; 19 M19 HSS2x2x.. 1 1 .001 3.5 1 3.062 21 6 21.6 21.6 1 .6 Lateral. 20 M20 21 M21 M22 HSS2x2x. HSS2x2x.. HSS2x2x. ,5 1 5 1 ':002 10.5 v _ 1 3.062 21.6 ' 21.6 _� _ __ _ 6 Lateral Lateral Lateran 23 M23 HSS2x2x.. 1 1 002 3.5_ - - 21.6 _ 23„76 2...352 Lateral 24 24 25 M25 26 M6 H582x2x-.' HSS2x2x.. HSS2x2x,, ' ,5 1 S - 002 3.5 1 17.881 i 21.6 ----�-. _ 2 ,3 .6 Lateral` Lateral Lateral 27 M27 HSS2x2x.. 1 - - _ 1 17.881 21.6 - 23-76 2... .6 Lateral 28 M28 HS82x2x. 5 1 4002 3.51 17.881 21:6: 23,76 23:76 2-.. 6 Lateral 29 M29 IHSS2x2x.. 1 1 _- v - 17.881 21.6 _ 23.76 2.3 .6 .85 H2-1 30 M30 HSS2x2x.. 5 1 '.002 3.5 v 1 17.881 21.6 23.76 23.76 �_- Lateral' 31 M31 32 ' M32 HSS2x2x.. HSS2x2x.r 1Lateral .5 -! ..002 3.5 X - 17.881 - 23.76 23.76 2.3 .6 Lateral 33 M33 HSS2x2x.. 1 1 ;003 3.5 1 17.881 21.6 -;-'-',',2176' 23.76 24_C Lateral 34 M34 HSS2x2x.. a5Lateral _ .002 3.5 _y__t 17.881 21.6 23.76 23.76 (2.3 .6 .85 H1-1 35 M35 HSS2x2x.. 1 3.5 1 - _y_L 17.881 21,6 1376 _2176 2,3 Lateral 36 M36 HSS2x2x,, 5 HSS2x2X2 .068 3,5 1 .003 3.5 _y__L 17.881 21.6 __ 23.76 Lateral; 37 M37__ HSS2x2x.. 1_ 18 M 1' 8 HSS2x2X2 , 022 .5 +' _ 002 3.5 1 17.881 21.6 23.76 Lateral M38 HSS2x2x., 5 85 H2-1 19 M 19 HSS2x2X2 .075 0 7 .010 0 v 7 20.847 121.6 Lateral' 39 M39 HSS2x2x.. Q M40 [HSS2x x..' 41 M_41 HSS2x2x.., 42 1i 42 HSS2x2x 3.64 3.64 3.64 3,64 H 1-2 - ' HSS2x2X2 .029 _ 1 .009 0 ly 1 � � Lateral Lateral Lateral Lateral 43 M43 HSS2x2x.. 3.64 1 1 5 H1-2 21 M21 HSS2x2X2 .069 0 7_ .011 0 e 7 20.847 Lateral Envelope AISC ASD Steel Code Checks 1 M1 _ HSS2x2X2 .079 __ _ ._ 7 .- 7 _..--,. _... _,. ,. .. .022 14 ._.. ... 7 . .,. ..v. 17 _881 • ♦ .v• 21.6 • v ... 23.76 • v t t ... 23.76 vv 1 v.. .6 VIIIL !lV V L I I .85 H 1-2 2'M2 HSS2x2X2 .077! 7 7 .021 7 V, 7117.881 .6 ... X3.76 23:76 1 .6 85 • H1-2 3 M3 HSS2x2X2 .063 I 14 1 .016 14 1 17.881 21.6 21.6 216 1 .6 .85 H2-1 q , M4 HSS2x2X2 063 7 1 016 7 1 17.881 21,6 < 21.6 21.6 1 6 .€5 H1 2 5 M5 HSS2x2X2 .024 10 .5, 1 .001 3.5 1 3.062 21 6 21.6 21.6 1 .6 .85 H1-1 6 M6 HS52x2x2 .:031 14 1 ':002 10.5 v 7 1 3.062 21.6 ' 21.6 _ 21.6 ` 1 _ 6 .85 s H 1-1 7 M7 HSS2x2X2 .047 3T5_ 1 002 3.5_ 117.881 21.6 23„76 2...352 .85 H1-1 8 ' ..:M8 HSS2x2X2 014' 3.5 1 002 3.5 1 17.881 i 21.6 _23.76 L,W6 23.76 2 ,3 .6 .85 H2-1-1 9 M9 HSS2x2X2 .008 3.5 1 .002 3.5 1 17.881 21.6 23.76 23-76 2... .6 .85 H2-1 "142-1 10' = M10 HSS2x2X2 .008 3.5 1 4002 3.51 17.881 21:6: 23,76 23:76 2-.. 6 '85 l 11 M11 HSS2x2X2 .014 3.5 1 .002 3.5 v 1 17.881 21.6 1 23.76 23.76 2.3 .6 .85 H2-1 12 M12 HS52X2x2 .047 1 &5`` 1 '.002 3.5 v 1 17.881 21.6 23.76 23.76 2-=,352 .85 H1-1 13 M13 HSS2x2X2 .022 3.5m 1 ..002 3.5 X 1 17.881 21.6 23.76 23.76 2.3 .6 .85 H2-1 14' M14 HS52X x2 .068 3,5! 1 ;003 3.5 1 17.881 21.6 -;-'-',',2176' 23.76 24_C :85 H1=1 15 M15 HSS2x2X2 .076 3.5 1 .002 3.5 _y__t 17.881 21.6 23.76 23.76 (2.3 .6 .85 H1-1 16' M16 ,H$82=2 x025 3.5 1 002 ' 15 _y_L 17.881 21,6 1376 _2176 2,3 .6 1.85, H2-1 17 M17 HSS2x2X2 .068 3,5 1 .003 3.5 _y__L 17.881 21.6 23.76 23.76 2.3 .6 .85 H1-1 18 M 1' 8 HSS2x2X2 , 022 .5 +' 1 002 3.5 1 17.881 21.6 23.76 ',2176,23 1 .6 85 H2-1 19 M 19 HSS2x2X2 .075 0 7 .010 0 v 7 20.847 121.6 23.76 23.76 1_334.549 H 1-2 2(I M20 HSS2x2X2 .029 0 1 .009 0 1 21259 21.6 23.76 23.76 2. .998 5 H1-2 21 M21 HSS2x2X2 .069 0 7_ .011 0 e 7 20.847 21.6 23.76 23.76 ...385.522 H1-2 22 M22 HSS2X2X2 .032! 0 1 00 0 1.21.259 21.6 23,76 23.76 1....993.679 H1-2 23 M23 HSS2x2X2 ,039 1 1 .009 0 z 1 20.847 21.6 23.76 23.76 1....332 .6 H2-1 24 N124 HS82x2X2 006' 0 1 002 0 1 21.259 21.6 23a'7f 123.76 2F� ,6 ,381 H1-2 RISA -31D Version 7.1.3 [S:\09007 Tilted Kilt Grapevine\Canopy.r3d] Page 2 45 Company Ronald A Roberts, Associates Apr 21, 2009 Designer Craig Bailey 4:14 PM Job Number : 09007 Tilted Kilt Grapevine Checked By: Envelope AISC ASD Steel Code Checks (Continued) Memher Shane Cnria C I nrrftt Ir Shamr f I nrrfo nir Ir G� M-;1 rf n, -s1 r:k ., ., r E:" , , r r, , r 25 M25 HSS2X2X2 .041 1 1 .010 0 z 1 . ... ...�. 20.847 . � 21.6 23.76 23.76 1... .329 .6 1-12-1 2 M26 HSS2X2X2 .001 0 1 .000 0 1z 11 21.259 21,6 23.76 23.76 t ,6 6 H1�2 27 M27 HSS2X2X2 .039 1 1 .009 -k4z 11 20.847 21.6 23.76 23.76 1.-.332 .6 H2-1 ea: 7M28 Hs2X2X .606 0 1 .002 0 ly 11 21.259 21.6 23.76 2316 2.3 .6 .381 H12 29 M29 HSS2X2X2- .069 0 7 .011 0 IV 7 20.847 21.6 23.76 23.76 1....385.522 1-11-2 30. =M HSS2X2X2 .032' 0 ` 1 .007 0 1 21,259 21.6 2376L23,76 76 1- .993.579 H1-2 31 M31 HSS2X2X2 .075 0 7 .010 0 7 20.847 21.6 23.7676 1.-. .334 .549 H1-2 32: ''IVM32 HSS2X2X2 .029 0 1 ;009 0 1 21.259 21.6 23.7676 2 ... 1,998 .6 H1-2 33 M33 HSS2X2X2 .038 0 1 .006 0 z 7 20.847 21.6 23.7676 23.337.265 H1-2 34' "M34 H$82=21, .012 .5 i 7 :006 0 7 21.259 21.6 23.76 2.3 .6 1,233. H1-2 35 M35 HSS2X2X2j ,034 0 1 .006 0 z 720._847 21.6 23.76 23.76 1... .34 .6 H1-2 36 M36 "HSS2= .001 0 7 .000 0 z 1 21,259 21,6 23.76 37 M37 HSS2X2X2 -2X -2k .038 0 J .006 0 z 7 20.847 21.6 23.76 23.76 23.337.265 H1-2 38 ,M38 H§8 ,012 .5 7 :006 0 7 21.259 24.6 ' 23.76 1 23.76 23` f6 2331 H1=2 39 M39 HSS2X2X2 .037 3.64 1 .005 0 v 7 17.6751 21.6 23.76 23.76 2-..539 .85 H2-1 40 M40 H82X2X2 ..055 3.64 1 ;002 3.64 ° 1 17,675 211.6': 23.76 23.76 2... j .6 .85 , H2-1 41M41 42' ' "' iu�2 HSS2X2X2 HSS2X2X2 .061 .055 3.64. 3.64 1 1 .002 002 3.64 3,64 1 1 17.675 17.675 21.6 21.6 23.76 23.7623.76 23.76 2... 2 ... z .6 6 .85 65 H2-1 H2-1 43 M43 HSS2X2X2 .037 3.64 1 .005 0 7117.6751 21.6 23.76 23.76 2....539 .85 1-12-1 Envelope Joint Reactions RISA -31D Version 7.1.3 [S:\09007 Tilted Kilt Grapevine\Canopy.r3d] Page 3 ` onald PROJECT: l X1.7-rD lt!:�/ UT- JOB NO. 0 oberts SUBJECT: DATE Associates, Inc. Consulting Engineers BY: �� CK: SHT: OF C6&3r)�C7u>a C tr?+k�RA tw %�E2 f�-T i � �-Y' C✓ �Tff cam. /tM� rcR.c t = �r38' c..3$ j'KiES C.,IDTu= 2E��C2 f�t-f Nr7E� �3� Lr35�3.5 r -r- -= 231 1Pt_.F FOXCE rVtL LA<,i > Z3`i PZ,,P (�/(-/IZ.) = 3Zo 4.+35 �"Gcurp-Ej� �rC�3E47 = 3Z0 T4s/ 29C� c..�/,N � i- I yr.► ..tw 6�+3a-D (AS IE Z M f v 6- & Z fGa- t✓ITM�ilRAw L�55 t 6el�i 1. 64 s€` u x G L'4 6 Sc f�c4 a C 6M36..D lAj'7b U*4u t�� ckt-3 Gam, CoN„��Cr�GN CsN��,iz.� TR. i t3 L-vl r7T it : 3 i! C," _ ZI GLJ I&CC> �>Lr- AJ6Z;r->Ei0 C) P w= SinJG-r 3! ` 0 (...,4G1 f-ULC.E f Z L (_..AG-, = I c3 P L73.S 140 L55 Las dh LA 5 of 3 " C L A C -i S C R ws w% 3'r,,, ��✓ En r33 iNTc� wrt c�. 13 LO C.W-1 A-3Cq *11 FCO lv--X0 C. S MBA Arch itectu re/Development June 18, 2009 City of Grapevine Attn: Donald Ellison P.O. Box 95104 Grapevine, TX 76051 Phone: (817) 410-3165 Fax: (817) 410-5356 Subject: Remodel Restaurant (TILTED KILT) (PO9-1271) 1041 State Highway 114 West Grapevine, TX 76051 Number of Stories: 1 Construction Type: VB Total Square Feet: 6,581 Occupancy: A-2 Fire Sprinkler: Yes Required Exits: 2 Zoning: CC Occupant Load: 226 Conditional Use: N/A Site Plan: Below are our written responses to the plan review comment letter dated June 9`h, 2009 for the project listed above. Comment: 1. Provide site plan with dimension controls, along with site MEP, civil grading, paving, and landscape plans. Response: Please refer the Existing ALTA/ACSM Survey with the existing site light locations. Comment: 2. Bi folding, folding doors shall not be used in the path of egress as a means of egress at an exit or exit access. Response: The bi-fold doors in the path of egress into "Meeting Room #108" have been deleted and replaced with a standard door with Panic Hardware. Please refer to the revision on the "Floor Plan OVA2.0", revised "Interior elevations 10/A7.1, 031A7.2, 09/A7.2, 10/A7.2, and the revised Door Schedule, Hardware Schedule, and Door Types on sheet A9.0. Comment: 3. The restaurant is greater than 5,000 square feet and is required by the Grapevine amendments to the code to be sprinklered, ie... Group A-2 > 5000 sq. ft. Response: The existing building is currently sprinkled. The Fire Sprinkler contractor may need to relocate a few of the sprinkler drops due to the new floor plan configuration in the "Front of House". A note has been added to the CS1.0 Cover Sheet to require the Fire Sprinkler Contractor to submit Shop Drawings to the City of Grapevine, for review and approval before making any modifications to the existing Fire Sprinkler System. Comment: 4. All parking lot lighting elements shall be concealed from view at a point 5'-0" above grade at the property line. Any lighting elements greater than 60 watts shall be Real Estate shielded from view 5'-0" above grade at the property line. DevelSite Develnt opment Services Response: Please refer to General Note K on sheet E101 and the Existing ALTA/ACSM Site Development P g Architecture Survey with the existing site light locations. Construction Manag. Comment: 5. Provide the energy Com/check for building envelope, electrical, and mechanical. Gerdes - Henriehson Associates 14110 Dallas Parkway - Suite 100 * Dallas, TX.. 75254 Phone: (972)239-8884 * Fax: (972)239-5054 June 18, 2009 Page 4 Response: Acknowledged. The General Contractor will submit an application for the Certificate of Occupancy while he is picking up the Permit. Comment: 24. Plans shall be reviewed, and building inspected by a State licensed entity for Handicap Accessibility. Response: The plans have been submitted to the Robert V. Buck, AIA, TDLR RAS #0011 for review and inspection. The confirmation number is EABPRJ# A9812596. Please refer to Attachment "A" for the TDLR confirmation page. Comment: 25-411 changes from the approved plans shall require plan submittal, and additional review fees shall be paid. Response: Acknowledged. A note has been added to the "Cover Sheet CS1.0" in the "Building Department Notes" section. Comment: 26. Public Works, Engineering, Fire, health, and Building Department inspection approvals required prior to occupancy. Response: Acknowledged. A note has been added to the "Cover Sheet CS1.0" in the "Building Department Notes" section. Comment: 27. All work including landscaping shall be in strict compliance with City Council approved Conditional use. No changes shall be made without amending the Conditional Use through the City Council. Response: Acknowledged. A note has been added to the "Cover Sheet CS1.0" in the "Building Department Notes" section. All revisions are clouded with marked with "DeltaI - 06.18.09 - Building Comments" Sincerely, Ronnie Griffin Project Manager (972)239-8884 Revised Sheets: (DELTA 1): CS1.0, 5101, 5201, 5301, 5401, A2.0, A2.1, A3.0, A4.1, A7.1, A7.2, A9.0, E101, E201, and M101 Attachments: A. TDLR Confirmation Page - EABPRJ# A9812596 B. Energy Com/Checks for Building Envelope, Electrical, and Mechanical 7 C®Mcheck Software Version 3.5.1 Lighting Compi 1 1 t Report Date: 05/05/09 Data filename: L\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX.cck Section 1: Project Information Project Title: Tilted Kilt, Grapevine TX Construction Site: 1041 State Hwy 114 W. Grapevine, TX 76051 Owner/Agent: Tilted Kilt 664 West Warner Road Tempe, AZ 85284 Section 2: General Information Building Use Description by: Project Type: Addition Building Type Floor Area Restaurant 4090 Section 3: Requirements Checklist Designer/Contractor: Brian Gast Purdy McGuire, Inc. 17300 Dallas N Pkwy Suite 3000 Dallas, TX 75248 972.239.5357 Interior Lighting: Cj 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 6953 6710 YES Exterior Lighting: 2. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security fighting; low -voltage landscape lighting. Controls, Switching, and Wiring: Ej 3. Independent controls for each space (switch/occupancy sensor). Exceptions. Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. Cj 4. Master switch at entry to hotel/motel guest room. Lj 5. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Only one luminaire in space; An occupant -sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas greater than 250 sq.ft. ❑ 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. Project Title: Tilted Kilt, Grapevine TX Report date: 05/05!09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX.cck Page 1 of 3 Exceptions: Areas with only one luminaire, corridors, storerooms, restrooms, or public lobbies. 13 7. Photocell/astronomical time switch on exterior lights. Exceptions. Lighting intended for 24 hour use. 0 8. Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Electronic high -frequency ballasts; Luminaires not on same switch. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2001 IECC, Chapter 8, requirements in COMcheck Version 3.5.1 and to comply with the mandatory requirements in the Requirements Checklist. 804 Al G,44rAy.�- Z -5/11/01 Name -Title Signature Date Project Title: Tilted Kilt, Grapevine TX Report date: 05/05/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX.cck Page 2 of 3 COMcheck SoftwareVersion LightingApplicationWorksheel Report Date: Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts / ft2 Restaurant 4090 1.7 6953 Total Allowed Watts = 6953 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID : Description / Lamp I Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) 2 1 11 Fixture Fixtures Watt. Restaurant (4094 sq.ft,) 2 2 11 Exempt Exemption:Emergency Lighting (Automatic Control) L1: L1: RECESSED DOWNLIHGT / Incandescent 65W 1 40 40 1600 1-2: 1-2: RECESSED DOWNLIGHT / Incandescent 50W 1 4 50 200 1-5: 1-5: PENDANT / Incandescent 65W 1 ' 44 40 1760 1-7: 1-7: 2'-0" TRACK LIGHTS / Incandescent 150W 1 21 150 3150 L12: L12: EXIT LIGHT / Other 2 1 2 Exempt Exemption: Emergency Lighting (Automatic Control) L13: L13: EXIT/EMERGENCY LIGHT / Other 2 1 11 Exempt Exemption: Emergency Lighting (Automatic Control) L15: L15: EMERGENCY LIGHT / Other 2 2 11 Exempt Exemption:Emergency Lighting (Automatic Control) Total Proposed Watts = 6710 Section 3: Compliance Calculation If the Total Allowed Watts minus the Tota! Prepcsed Watts is gm&ter than or equal to zero, the building complies. Total Allowed Watts = 6953 Total Proposed Watts = 6710 Project Compliance = 243 I Lighting PASSES. Design 3% better than code. Project Title: Tilted Kilt, Grapevine TX Report date: 05/05/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX.cck Page 3 of 3 enc ark Environmental Consultants PRE -RENOVATION ASBESTOS SURVEY CONDUCTED AT FORMER T.G.I. FRIDAYS 1041 HIGHWAY 114 WEST GRAPEVINE, TEXAS 76051 • TILTED KILT 664 WEST WARNER ROAD TEMPE, ARIZONA 85284 MAY 6, 2009 PROJECT NO. 2749-09 Brian Jacobs DSHS License No. 60-2877 Nathan Holm, IAC DSHS License No. 10-5693 Benchmark Environmental Consultants 6116 N. Central Expressway, Suite 808 Dallas, Texas 75206 214.363.5996 Fax 214.363.5994 Signature I Signature TABLE OF CONTENTS PRE -RENOVATION ASBESTOS SURVEY FORMER T.G.I. FRIDAYS 1041 HIGHWAY 114 WEST GRAPEVINE, TEXAS 76051 PAG E 1.0 INTRODUCTION 1 2.0 SURVEY SUMMARY 1 3.0 ASBESTOS SAMPLE COLLECTION PROCEDURES 1 4.0 LABORATORY ANALYSIS METHOD 2 5.0 ANALYTICAL RESULTS 2 6.0 CONCLUSIONS AND RECOMMENDATIONS 2 7.0 LIMITATIONS 3 LIST OF ATTACHMENTS APPENDIX A LABORATORY REPORTS APPENDIX B SAMPLE MAP / INSPECTED AREA PRE -RENOVATION ASBESTOS SURVEY FORMER T.G.I. FRIDAYS 1041 HIGHWAY 114 WEST GRAPEVINE, TEXAS 76051 1.0 INTRODUCTION Benchmark Environmental Consultants (Benchmark) was retained by Tilted Kilt to conduct a pre -renovation asbestos survey of a former TGI Fridays, at 1041 Highway 114 West in Grapevine, Texas 76051. Benchmark's Scope of Work included: Visually inspect and identify suspect asbestos -containing materials (ACM) that may be disturbed during the proposed renovation activities in the referenced area, and collect a representative number of samples for analysis. b. Estimate approximate quantities and general locations of ACM; and Assess the condition of the ACM identified. 2.0 SURVEY SUMMARY On May 4, 2009, Mr. Brian Jacobs, a Texas Department of State Health Services -Licensed Asbestos Inspector with Benchmark, conducted a pre -renovation asbestos survey of a former TGI Fridays, at 1041 Highway 114 West in Grapevine, Texas 76051. Benchmark performed a visual assessment of the building materials for suspected ACM and collected eighteen (18) bulk samples for laboratory analysis. 3.0 ASBESTOS SAMPLE COLLECTION PROCEDURES The sampling protocol focused on suspected ACM identified during Benchmark's visual assessment. Samples were taken at random locations throughout the subject property in order to determine the homogenous nature of the material throughout the building. The facility was visually assessed to determine the presence, location, and condition of suspected ACM. Suspected asbestos -containing materials that were identified and sampled during the survey are presented in the following table: SUSPECTED MATERIAL NUMBER OF SAMPLES 12" X 12" Ceramic Tile Grout- Dark Grey 3 Brick Style Ceramic Tile Grout- Grey 3 Drywall / Joint Compound / Texture- Smooth 3 Drywall / Joint Compound / Ceiling Texture 3 2' X 2' Ceiling Tile — Pin Hole 3 Drywall w/ Wall Covering 3 Former TGI Fridays 1041 Hwy. 114 West Grapevine, Texas 76051 Benchmark Project No. 2749-09 May 6,,,,2009 Page 2 The number and location of samples collected was based on the type of material, the manner of application, and the homogeneity of the ACM (similarity of color, texture, and type). Each sample was collected and placed into an individual sample container. The sample location was noted on the field survey form and assigned an individual identification number. This number was affixed to the sample container as the sample was collected. The survey form was also used to note the material type and general condition of the material. 4.0 LABORATORY ANALYSIS METHOD Steve Moody Micro Services, Inc, of Farmers Branch, Texas, a NVLAP certified and Texas Department of State Health Services -Licensed laboratory, analyzed the samples for asbestos content. Eighteen (18) samples were collected for laboratory analysis. The samples were analyzed using Polarized Light Microscopy (PLM), in conjunction with dispersion staining techniques as outlined in EPA AHERA Method 40 CFR, Chapter 1, Part 763, Subpart F, Appendix A. The bulk asbestos laboratory analysis report provided the percentage of asbestos, asbestos type and identification of other non -asbestos fibers and associated percentages. The laboratory report is included in Appendix A. 5.0 ANALYTICAL RESULTS Federal and Texas state regulatory agencies define asbestos -containing materials as materials containing greater than 1% asbestos by weight. ACM is divided into the following two categories: 1. Friable -material that contains asbestos which can be crumbled, pulverized, or reduced to powder by hand pressure when dry; and, 2. Non -friable material that contains asbestos in which the fibers have been locked in by a bonding agent, coating, binder, cementitious or other material so that the asbestos is well bound. Laboratory analysis indicated that none of the materials contain greater than 1 % asbestos. 6.0 CONCLUSIONS AND RECOMMENDATIONS Benchmark Environmental Consultants (Benchmark) was retained by Tilted Kilt to conduct a pre -renovation asbestos survey of a former TGI Fridays, at 1041 Highway 114 West in Grapevine, Texas 76051. Benchmark performed a visual assessment of the renovation areas for suspected ACM and collected eighteen (18) bulk samples for laboratory analysis. The analytical results indicated that no sampled materials contain greater than 1 % asbestos. Former TGI Fridays 1041 Hwy. 114 West Grapevine, Texas 76051 Benchmark Project No. 2749-09 May 6,._2009 Page 3 Regardless of the thoroughness of this survey, it is possible that suspected asbestos - containing materials were not observed at the time of the survey. If, during renovation or demolition activities, materials not addressed in this survey are discovered, these materials should be sampled and analyzed for asbestos content prior to disturbance. Federal and Texas State regulatory agencies require asbestos -containing materials to be removed prior to activities that may disturb those materials. 7.0. LIMITATIONS OF INVESTIGATION This report has been prepared for the use of Tilted Kilt and their agents. Our investigation was performed using the degree of care and skill ordinarily exercised under similar circumstances by professional consultants practicing in this or similar localities. No other warranty or guarantee, expressed or implied, is made as to the conclusions included in this report. APPENDIX A PLM Summary Report Steve Moody Micro Services, LLC NVLAP Lab No. 102056 2051 Valley View Lane TDSHS License No. 30-0084 Farmers Branch, TX 75234 (Phone 972-241-8460) Client : Benchmark Environmental Lab Job No.: 0913-05152 Project : TGI-Fridays, 1041 West Highway 114, Grapevine Report Date: 05/05/2009 Project # : 2749-09 Sample Date: 05/04/2009 Identification : Asbestos, Bulk Sample Analysis Test Method : Polarized Light Microscopy / Dispersion Staining (PLM/DS) EPA Method 600 / R-93 / 116 Page 1 of 2 On 5/4/2009, eighteen (18) bulk material samples were submitted by Brian Jacobs of Benchmark Environmental for asbestos analysis by PLM/DS. The PLM Detail Report is attached; additional information may be found therein. The results are summarized below: Sample Number Client Sample Description / Location Asbestos Content 1 12" x 12" Ceramic Tile Grout (Dark Gray), Entrance None Detected - Grout 2 12" x 12" Ceramic Tile Grout (Dark Gray), Entrance None Detected - Grout 3 12" x 12" Ceramic Tile Grout (Dark Gray), Entrance None Detected - Grout 4 Ceramic Floor Tile (Brick Style) Grout, Dining Area 1 None Detected - Grout 5 Ceramic Floor Tile (Brick Style) Grout, Dining Area 3 None Detected - Grout 6 Ceramic Floor Tile (Brick Style) Grout, Dining Area 4 None Detected - Grout 7 Drywall / Joint Compound / Texture (Smooth), Table None Detected - Drywall Material Dividing Wall None Detected - Joint Compound None Detected - Texture 8 Drywall / Joint Compound / Texture (Smooth), Table None Detected - Drywall Material Dividing Wall None Detected - Joint Compound None Detected - Texture 9 Drywall / Joint Compound / Texture (Smooth), Table None Detected - Drywall Material Dividing Wall None Detected - Texture / Joint Cmpd 10 Drywall / Joint Compound / Ceiling Texture, Bar Seating None Detected - Drywall Material Area None Detected - Joint Compound None Detected - Texture 11 Drywall / Joint Compound / Ceiling Texture, Bar Seating None Detected - Drywall Material Area None Detected - Joint Compound None Detected - Texture 12 Drywall / Joint Compound / Ceiling Texture, Bar Seating None Detected - Drywall Material Area None Detected - DW Tape None Detected - Joint Compound None Detected - Texture 13 2'x 2' Ceiling Tile (Pinhole), Meeting Room None Detected - Acoustic Tile 14 2'x 2' Ceiling Tile (Pinhole), Dining 2 None Detected - Acoustic Tile 15 2'x 2' Ceiling Tile (Pinhole), Dining 4 None Detected - Acoustic Tile PLM Summary Report Steve Moody Micro Services, LLC NVLAP Lab No. 102056 2051 Valley View Lane TDSHS License No. 30-0084 Farmers Branch, TX 75234 (Phone 972-241-8460) Client : Benchmark Environmental Lab Job No.: 0913-05152 Project : TGI-Fridays, 1041 West Highway 114, Grapevine Report Date: 05/05/2009 Project # : 2749-09 Sample Date: 05/04/2009 Identification : Asbestos, Bulk Sample Analysis Test Method: Polarized Light Microscopy / Dispersion Staining (PLM/DS) EPA Method 600 / R-93 / 116 Page 2 of 2 On 5/4/2009, eighteen (18) bulk material samples were submitted by Brian Jacobs of Benchmark Environmental for asbestos analysis by PLM/DS. The PLM Detail Report is attached; additional information may be found therein. The results are summarized below: Sample Number Client Sample Description / Location Asbestos Content 16 Drywall with Wall Covering, Bar Area None Detected - Drywall Material None Detected - Joint Compound None Detected - Wall Covering 17 Drywall with Wall Covering, Bar Seating 2 None Detected - Drywall Material None Detected - Joint Compound None Detected - Wall Covering 18 Drywall with Wall Covering, Dining 4 None Detected - Drywall Material None Detected - Joint Compound None Detected - Wall Covering These samples were analyzed by layers. Quantification, unless otherwise noted, is performed by calibrated visual estimate. Results may not be reproduced except in full. This test report relates only to the samples tested. These test results do not imply endorsement by NVLAP or any agency of the U.S. Government. Accredited by the National Voluntary Laboratory Accreditation Program for Bulk Asbestos Fiber Analysis under Lab Code 102056. Analyst(s): Tommie Smith AZI0000"— Lab Manager: Bruce Crabb Approved Signatory: Lab Director: Steve MoodyApproved Signatory — — Thank you for choosing Steve Moody Micro Services APPENDIX B 9 m �7- - u AB Project Reprint Confirmation Page Texas Department of Licensing and Regulation Architectural Barriers Project Registration Confirmation Page Wednesday, May 20, 2009 EABPRJA9812596 PERSON FILING FORM Name: Sydnee Freeman Phone: 214-461-9637 Person Address: 14110 Dallas ParkwaySuite 100, Dallas, TX 75254 Ras Number: 00000011 Project Name: Tilted Kilt Project Address: Tilted Kilt 1041 State Highway 114 West Grapevine, TX 76051 County: Tarrant TENANT Contact Name: Phone: Contact Address: BUILDING/FACILITY Name: Tilted Kilt FACILITY Owner: Tilted Kilt Franchise Operating Phone: 480-456-5458 Owner Address: 664 West Warner Road, Tempe, AZ 85284 Contact Name: Mark Hanby Phone: 480-456-5458 Contact Address: 664 West Warner Road, Tempe, AZ 85284 Contact Email: DESIGN FIRM Name: GHA Architecture Phone: 972-239-8884 Firm Address: 14110 Dallas Parkway Suite 100, Dallas, TX 75254 Designer Name: Kevin Henrichson Emai: Type of License: Architect License Number: 16152 PROJECT DESCRIPTION Start Date: 06/2009 Completion date: 09/2009 Estimated Cost: $1,000,000.00 Type of Work: Renovation/Alteration Type of Funds: This project is privately funded, on private land for private use. State Lease No. : Scope of Work: Conversion of previously operating restaurant. Does this building(s) have more than one level? No Are there any elevators, escalators, or platform lifts in this building? No Are there any boiler in this building? No Page 1 of 1 This AB Project registration Confirmation Page, construction documents, and applicable fees must be submitted in accorda with the Texas Administrative Code Chapter 68, Rule 68.51. If TDLR will be performing the review or inspection services, see Rule 68.80. If a RAS will be performing the review or inspection services, please contact the RAS as they set and collect their own fees see Rule 68.75. In accordance with Rule 68.52, the owner of a building or facility must also obtain an inspection from the department or a registered accessibility specialist not later than the first anniversary of the completion of construction. Request for inspectioi shall be made by completing the Request for Inspection form and submitting it no later than 30 calendar days after the completion of construction. https://www.license. state.tx.us/ABProj ectRegistrationOnline/ABProj ectPrintConfirmation.... 5/20/2009 COMcheck SoftwareVersion Envelope Compliance Certificat Report Date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Section 1: Project Information Project Title: Tilted Kilt, Grapevine TX Construction Site: 1041 State Hwy 114 W. Grapevine, TX 76051 Owner/Agent: Tilted Kilt 664 West Warner Road Tempe, AZ 85284 Section 2: General Information Building Location (for weather data): Grapevine, Texas Climate Zone: 5b Heating Degree Days (base 65 degrees F): 2683 Cooling Degree Days (base 65 degrees F): 2328 Project Type: Addition Vertical Glazing / Wali Area Pct.: 18% Building Tvae Floor Area Restaurant 4090 Section 3: Requirements Checklist nvelope PAS$S$. Design 61-o better than code, Designer/Contractor: Brian Gast Purdy McGuire, Inc. 17300 Dallas N Pkwy Suite 3000 Dallas, TX 75248 972.239.5357 In Climate -Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R -Value R -Value U -Factor U -Factor Roof 1: All -Wood Joist/Rafter/Truss 6396 15.0 5.0 0.050 0.061 Exterior Wall: Wood Frame, Any Spacing 3526 13.0 0.0 0.091 0.155 Window: Metal Frame:Single Pane, Clear, SHGC 0.78 525 -- -- 1.130 1.230 Door 1: Glass, Clear, SHGC 0.87 96 -- -- 0.920 1.230 Door 2: Solid 48 -- -- 0.700 0.243 Floor: Slab -On -Grade: Unheated 340 --- -- -- -- (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements Air Leakage, Component Certification, and Vapor Retarder Requirements: Cj 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. F-1 2. Windows, doors, and skylights certified as meeting leakage requirements. 0 3. Component R -values & U -factors labeled as certified. 0 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Note: Vapor retarder not required in this location. Project Title: Tilted Kilt, Grapevine TX Report date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Page 1 of 9 Section 4: Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2000 IECC, Chapter 8, requirements in COMcheck Version 3.5.1 and to comply with the uents in the Requi mentsChhecklist. N _ \ CIA 0 __J I S (OA Name - Title Signature Date Project Title: Tilted Kilt, Grapevine TX Report date: 06/18/09 Data filename: L\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Page 2 of 9 COMcheck SoftwareVersion Lighting•Certificate 41111111 Report Date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Section 1: Project Information Project Title: Tilted Kilt, Grapevine TX Construction Site: 1041 State Hwy 114 W. Grapevine, TX 76051 Owner/Agent: Tilted Kilt 664 West Warner Road Tempe, AZ 85284 Section 2: General Information Building Use Description by: Project Type: Addition Building Type Floor Area Restaurant 4090 Section 3: Requirements Checklist Interior Lighting: Lj 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 6953 6710 YES Exterior Lighting: n 2. Efficacy greater than 45 lumens/W. Exceptions: Designer/Contractor: Brian Gast Purdy McGuire, Inc. 17300 Dallas N Pkwy Suite 3000 Dallas, TX 75248 972.239.5357 Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low -voltage landscape lighting. Controls, Switching, and Wiring: 0 3. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. 4. Master switch at entry to hotel/motel guest room. F-1 5. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Only one luminaire in space; An occupant -sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; F-1 6. Photocell/astronomical time switch on exterior lights. Exceptions: Project Title: Tilted Kilt, Grapevine TX Report date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Page 3 of 9 Lighting intended for 24 hour use. F1 7. Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Electronic high -frequency ballasts; Luminaires not on same switch. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2000 IECC requirements in COMcheck Version 3.5.1 and to comply with thema story req ants in the Requir ants Checklist. Name - Title JiJQtTre Date Project Title: Tilted Kilt, Grapevine TX Report date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Page 4 of 9 COMcheckSoftwarei Lighting Application Workshee 1 K11111iff *K41 Report Date: Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts / ft2 Restaurant 4090 1.7 6953 Total Allowed Watts = 6953 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Restaurant (4090 sgIi ) L1: L1: RECESSED DOWNLIHGT / Incandescent 65W 1 40 40 1600 1-2: 1-2: RECESSED DOWNLIGHT / Incandescent 50W 1 4 50 200 1-5: 1-5: PENDANT / Incandescent 65W 1 44 40 1760 1-7: 1-7: 2'-0" TRACK LIGHTS / Incandescent 150W 1 21 150 3150 L12: L12: EXIT LIGHT/ Other 2 1 2 Exempt Exemption: Emergency Lighting (Automatic Control) L13: L13: EXIT/EMERGENCY LIGHT / Other 2 2 11 Exempt Exemption: Emergency Lighting (Automatic Control) L14: L14: EMERGENCY LIGHT / Other 2 9 11 Exempt Exemption: Emergency Lighting (Automatic Control) L15: L15: EMERGENCY LIGHT / Other 2 2 11 Exempt Exemption: Emergency Lighting (Automatic Control) Total Proposed Watts = 6710 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 6953 Total Proposed Watts = 6710 Project Compliance = 243 Project Title: Tilted Kilt, Grapevine TX Report date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Page 5 of 9 COMcheck Software • e4�(, r • Mechanical Certificate Report Date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Project Title: Tilted Kilt, Grapevine TX Construction Site: 1041 State Hwy 114 W. Grapevine, TX 76051 Owner/Agent: Tilted Kilt 664 West Warner Road Tempe, AZ 85284 Building Location (for weather data): Grapevine, Texas Climate Zone: 5b Heating Degree Days (base 65 degrees F): 2683 Cooling Degree Days (base 65 degrees F): 2328 Project Type: Addition Section 3: Mechanical Systems List Designer/Contractor: Brian Gast Purdy McGuire, Inc. 17300 Dallas N Pkwy Suite 3000 Dallas, TX 75248 972.239.5357 uanti System Type & Description 1 HVAC System 1: Cooling: Rooftop Package Unit, Capacity —65 - <90 kBtu/h, Air -Cooled Condenser / Single Zone 1 HVAC System 2: Cooling: Rooftop Package Unit, Capacity —90 - <135 kBtu/h, Air -Cooled Condenser/ Single Zone 1 HVAC System 3: Cooling: Rooftop Package Unit, Capacity —65 - <90 kBtu/h, Air -Cooled Condenser / Single Zone 1 HVAC System 4: Cooling: Rooftop Package Unit, Capacity —90 - <135 kBtu/h, Air -Cooled Condenser / Single Zone 1 HVAC System 5: Cooling: Rooftop Package Unit, Capacity —135 - <240 kBtu/h, Air -Cooled Condenser / Single Zone 1 HVAC System 7: Cooling: Rooftop Package Unit, Capacity —65 - <90 kBtu/h, Air -Cooled Condenser / Single Zone 1 Water Heating 1: Service Water Heater w/ Circulation Pump Section : Requirements Checklist Requirements Specific To: HVAC System 1 : 0 1. Newly purchased cooling equipment meets the cooling efficiency requirements Requirements Specific To: HVAC System 2: F-1 1. Newly purchased cooling equipment meets the cooling efficiency requirements 0 2. Integrated air economizer is included Exception: Minimum cooling equipment efficiency: 10.4 EER Requirements Specific To: HVAC System 3 : Project Title: Tilted Kilt, Grapevine TX Report date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Page 6 of 9 Lj 1. Newly purchased cooling equipment meets the cooling efficiency requirements Requirements Specific To: HVAC System 4: Lj 1. Newly purchased cooling equipment meets the cooling efficiency requirements F-1 2. Integrated air economizer is included - Exception: Minimum cooling equipment efficiency: 10.4 EER Requirements Specific To: HVAC System 5: F-1 1. Newly purchased cooling equipment meets the cooling efficiency requirements F1 2. Integrated air economizer is included - Exception: Minimum cooling equipment efficiency: 9.9 EER Requirements Specific To: HVAC System 7: Lj 1. Newly purchased cooling equipment meets the cooling efficiency requirements Requirements Specific To: Water Heating 1 Ll 1. 1 -in. pipe insulation on circulation systems u 2. Automatic on/off control required for circulating systems Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Load calculations per 2001 ASHRAE Fundamentals F-1 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control device per system ❑ 4. Minimum one humidity control device per installed humidification/dehumidification system ❑ 5. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7 -day clock, 2 -hour occupant override, 10 -hour backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations Lj 6. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm 0 7. Outside -air source for ventilation; system capable of reducing OSA to required minimum Lj 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. ❑ 9. Ducts sealed -longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics ❑ 10. Mechanical fasteners and sealants used to connect ducts and air distribution equipment L1 11. Operation and maintenance manual provided to building owner F1 12. Balancing devices provided in accordance with IMC 603.15 F-1 13. Newly purchased service water heating equipment meets the efficiency requirements F -i 14. Water heater temperature controls: 110 degrees F for dwelling units or 90 degrees F for other occupancies Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2000 IECC, Chapter 8, requirements in COMcheck Version 3.5.1 and to comply wilh the mand o uirements in the Requirements Checklist. (p, tg, AQ Name - Title Sig ture Date Project Title: Tilted Kilt, Grapevine TX Report date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Page 7 of 9 COMcheck Software Version f Mechanical 6 f' Description 2000 IEcc Report Date: Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified cooling equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. Requirements Specific To: HVAC System 2: 1. The specified cooling equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. 2. An integrated air economizer is required for individual cooling systems over 90 kBtu/h or 3,000 cfm in the selected climate. An integrated economizer allows simultaneous operation of outdoor -air and mechanical cooling. - Exception: An economizer is not required because high -efficiency air-conditioning equipment has been specified. To qualify, the air conditioner must meet the following minimum efficiency: 10.4 EER Requirements Specific To: HVAC System 3: 1. The specified cooling equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. Requirements Specific To: HVAC System 4: 1. The specified cooling equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. 2. An integrated air economizer is required for individual cooling systems over 90 kBtu/h or 3,000 cfm in the selected climate. An integrated economizer allows simultaneous operation of outdoor -air and mechanical cooling. - Exception: An economizer is not required because high -efficiency air-conditioning equipment has been specified. To qualify, the air conditioner must meet the following minimum efficiency: 10.4 EER Requirements Specific To: HVAC System 5: 1. The specified cooling equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. 2. An integrated air economizer is required for individual cooling systems over 90 kBtu/h or 3,000 cfm in the selected climate. An integrated economizer allows simultaneous operation of outdoor -air and mechanical cooling. - Exception: An economizer is not required because high -efficiency air-conditioning equipment has been specified. To qualify, the air conditioner must meet the following minimum efficiency: 9.9 EER Requirements Specific To: HVAC System 7: 1. The specified cooling equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. Requirements Specific To: Water Heating 1 : 1. Piping for the specified circulating service hot water system must be insulated with a minimum of 1 -in. insulation having a conductivity no >0.28 Btu-in/(h-ft2-degrees F). 2. Circulating service hot water systems must have a time switch control that can automatically turn off the system during unoccupied hours. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. Project Title: Tilted Kilt, Grapevine TX Report date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Page 8 of 9 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. - Exception: The equipment and/or system capacity maybe greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2 -hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 6. Outdoor -air supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 7. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor -air quantities exceeding minimum required levels, the system must be capable of reducing outdoor -air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. - Exception: Duct insulation is not required on ducts located within equipment. - Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. 10. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple -zone terminal units. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field -determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 12. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 13. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992, which meet or exceed ASHRAE 90.1 Code. New service water heating equipment can be assumed to meet these requirements. 14. Water -heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancies. Controls must limit output temperatures of lavatories in public facility restrooms to 110 degrees F. Project Title: Tilted Kilt, Grapevine TX Report date: 06/18/09 Data filename: L:\09\09403\001\Spreadsheets\Calculations\09403.001 Tilted Kilt, Grapevine, TX 2000 IECC.cck Page 9 of 9 DEC — 2 200b CITY OF GRAPEVINE Temporary gas hasbeen • ^' ! for purpose ofconstruction, remodeling, addition or improvement, to the following described property. It is understood that this release in no way authorizes occupancy of building. is further understoodthat this temporary release is for 1 day maximum time period and the undersigned releases all claims that may occur through• - or • • r - of type resulting from said gas power being turned off at the end of the thirty (30) day maximum time period. DRESS: A Li L PERMITNUMBER: D 9- C nc) f -Z-� i NAME -OF APPLICANT: CITY, STATE, ZIP: TELEPHONE NUMBER: INSPECTIONS FOR TEILPORARY GAS MUST BE REQUESTED AT i 410-3010 • 10/12/00 Revised: 4/10/02 PRINTB_')i3 Lc--- ip— � Z_ /7- /0'? - DATE: r 1♦�� . j I City ofGrapevine luilding Inspection Department Plan Review Comments P.O. Box 95104 Phone: (817) 410-3061 Grapevine, Texas 76051 Fax: (817) 410-3536 NAME OF PROJECT: Remodel Restaurant (Tilted Quilt) (P09-1271) ADDRESS: 1041 State Highway 114 west CONTACT: Sydnee Freeman (214- 461- 9637) PLANS EXAMINER: DONALD ELLISON NUMBER OF STORIES: 1 CONST. TYPE: VB TOTAL SQ. FT: 6,581 OCUPANCY: A - 2 FIRE SPRK: No REQUIRED EXITS: 2 ZONING: CC OCCUPANT LOAD: 226 CONDITIONAL USE: n/a SITE PLAN: ADDITIONAL COMMENT: June 9, 2009 Provide site plan with dimension controls, along with site MEP, civils grading, paving, and landscape plans. %2. Bi -folding, folding doors shall not be use on the path of egress as a means of egress at an exit or exit access. %3. The Restaurant is greater than 5000 sf and is required by the grapevine amendments to the code to be sprinklered, ie ... Group "A-2" > 5000 SF. 4 All parking lot lighting elements shall be concealed from view at a point 5' above grade at the property line. Any lighting elements greater than 60 watts Shall be shielded from view 5' above grade at the property line. A lighting study will be require at final and shall include all site illumination, eg... light poles signs and exterior lighting fixtures. �5. Provide the energy Com/check, for bldg. envelop, electrical and mechanical. Access shall be provided to the mechanical equipment per the Mechanical code section 306.5 of the 2006 IBC. A Permanent ladder is required when the structure height is greater than 16'. \47. Electric rooms with equipment rated greater than 1200VA and 6' wide shall " have doors swinging out with panic hardware. 8 Means of egress lighting shall be designated along the means of egress. All exterior landings at the exit discharges shall be illuminated (photo cells). 9. Provide out side air as required in table 403.3 of the 2006 IMC, please adjust the ventilation rate to accommodate any projected smoking areas, as per table 403.3. 10. Special inspection shall be conducted as per the direction of chapter 17 of the 2006 IBC, eg...concrete, welding and cutting, field erection of steel framing, high strength bolts, shop drawings and mill certification shall be submitted for approval of all off site fabricated assemblies. 1. Safety glazing is required in hazardous locations as per 2406.3.7 of the 2003 IBC, i.e .... storefronts and exterior glazing. 2.Trap arms shall be within distance required by the IPC for the size of the pipe, trap primers shall be installed were required by code. 3.All saw cutting of the floors shall be repaired with dowels # 3's rebar 18" o.c. an inspection is required prior to covering and concreting. 14. Provide a min class "B" interior finish on the walls and ceilings of all areas classified as exit access ways and class "C" else where, with a min of class 11 on all floors. 15. Smoke detectors shall be required in all return air ducts with greater then 2000 cfm air flow. 1 All equipment shall be screened from view and not visible from the property line as per the City of Grapevine Zoning Ordinance. 17. All signs shall be permitted separately layout and location shall conform to the Grapevine zoning ordance. 18. Clearance from the Health, Fire and Public works departments will be required prior to permit issuance. 9. The sprinkler and detection systems designs as per 903.2.1.3 are required to be submitted to the City of Grapevine fire department for review and approval. 0. Show the location of all required exit signs. Additional signs may be required at final. 1. Entry/exit door locking device required to operable without any special Knowledge or effort, NO MANUAL FLUSH BOLTS OR DEAD BOLTS. �112. Building shall be design to comply with the 2000 International Energy Conservation Code. Verification of compliance shall be submitted to the City by a certified energy code inspector prior to the issuance of a certificate of occupancy. 3.An application for the certificate of occupancy shall be submitted to the building inspection department prior to the issuance of the building permit. 2. Plans shall be reviewed, and building inspected by a State licensed entity for handicapped accessibility. 25. All changes from the approved plans shall require revised plan submittal, and additional review fees shall be paid. 2. Public Works/Engineering, Fire, Health, and Building Department inspection approvals required prior to occupancy. 7.All work including Landscaping shall be in strict compliance with City Council approved Conditional Use. No changes shall be made without amending the Conditional Use through City Council. 28. 1ST Review Comments: 2nd Review Comments: Application Received: Early Release: Revisions received: Permit Issued: HP Fax Series 900 Plain Paper Fax/Copier Last Fax Date Time Tune Jun 11 10:16am Sent Result: OK - black and white fax Identification 94649165375 Fax History Report for Jun 112009 10:18am Duration Pas Result 1:24 3 OK io o CITY OF GRAPEVINE BUILDING DEPARTMENT P. i BOX 95104 It S. MAIN GRAPEVINE, TX 76099 (817)410-3165, FAX (817)410-3012 TU:t�1�R1� FROM: .r M awmmCipn � ATE 0 including this cover sheet. ATTA04M,:tit-TA' Pa re1c1'1 Texas Department of Lk.,e i sing and Regulation Architectural Barriers Proieot Registration Confirmation Page Wednesday 9 May ?. ?tl EAB R, A981'2696 PERSON FILING FORM Name: Sydnee Freeman Phone: 214-461 -9637 Person Address: 14110 Dallas Parkw aySuite 100, . Dallas. TX 75254 Ras Number: 00000011 ProjectName: Tilted Kilt Project Address: Tilted Kilt 1041 State Highway 114 West, Grapevine, TX 76051 County: i rr=int TENANT Contact Name: Phone: Contact Address: BUILDINGIFACILIT?( tame: Tilted milt FACILITY Owner: 'Filled Kilt Franchise Operating Phone: 480-456-5451 Owner Address: 664 West earner Road, Terme, AZ 85284 Contact Name: Mark Hanby Phone: 480-456-5468 Contact Address: 664 Vrest Warner Road, Tempe AZ 85264 ContactEmail: DESIGN FIRM Marne: t" HA Architecture Phone: 972-239-8684 Firms Address: 14110 Dallas Parkway Suite 100, Dallas, TX 75254 Designer Name. Kevin Henrichson Final: Type of License: Architect License Number.- 16152 PROJECT DESCRIPTION Start Date: 06/2009 Completion date: 0912009 Estimated Cost: $1,000,000,00 Type of Mork: Renovation/Alteration Type of Funds: This project is privately funded, on private land for private use,. State Lease No. : Scope ofWork: Conversion of previously operating restaurant, Does this building(s) have more than one level? Pio Are there any elevators, escalators„ or platform lifts in this building? No Are there any boiler in this building? No This AP Project registration Confirmation rage, construction documents, and applicable fres must be submitted in acoorda with the Texas Adrninistretive Code Chapter 68, mule 68.51. If TDL R will be performing the review or inspection services, see Rule 68. 0, If a IFAS will be performing the review or inspection services, please contact the RAS as they set and collect their own fees see Rile 68 75. in accordance; with Rale 68 52, the owner of a building or facility must also obtain an inspection from the department or a registered accessibility specialist not later than the first anniversary of the completion of construction. Request for inspectioi shall be made by completing the Request for inspection form and submitting it no later than 30 calendar bays after the completion of construction. III tPS;" N .Sul te,t1.us;> A B Pro JectRC 4.i"i, a—io ?{ n lila`"A 111PrrIiccI,I- "inti. )1)11riti1inon.... 4 2 ".m'001) J un, I 1 0 9 10 � 17 a City of Grapevine Building Inspection Department Plan Review Comments , Phone: (817) 410-3061 PO. Box 95104 Grapevine, Texas 76051 Fax-, (817) 410-3536 Ne ,,,;°°E OF PROJECT-. Remodel Restaurant (Tilted Quilt) (P09-1271) ADDRES-S-1 1041 State Highway 114 west G,ONT ACT: Sydnee Freeman (214- 461- 9637) PLANS A. INERT DONALD ELLISON NUINISER OF STORIES: 1 T07AL Q. FIRE SPRK: Nu ZOMNG: CC ' C 0 , -NDITIONAL USE. na ADDITIONAL COMMENT: CONST. PE --:V 01CUPANCY: A - *2 REQUIRED FXITS: 2 OCCUPANT LOAD: 226 �[TE PLAN: OMMEMM I . Provide site plan with. dimension controls, along with site MEP, civils grading, paving. and landscape plans. 21 Bi -folding, folding doors shall not be use on the path of egress as a rneans of egress at an exit or exit access. 1 The Restaurant is greater than 5000 sf and is required by the grapevine amendments to the code to be sprinktered, ie ... Group "A-2" > 5000 SF. 4, Alparking lot lighting e ements shall be concealed ftarn View at a polint,5' above grade at t Prk-)P�-,ftY 141e- Any fighting e'oments greater than 60 watts Shali, bef i a frorr, view 5'above grade atthe propelrty line, A 0V,-Yh'inq studly will be require at final and sholl include all site iliumination. eg- signs and exterior lighting, fixtures. clectrlccil and rnechanical, Provide the energy Gom/dheuk, funr bidg, enveloip,. Access shall be provide -Ci to mle rrechaniiat equipMent per the Mechanical codo sec -tion 306.5 of the 2006 IBC, A Perr-nanent ladd er is relquired when *he stUsic -Ure he"g, t is greater than 16', �ef than 1200VAand 6' wide shall Eiectric roofns wilh eqOpnnent rate,,! greal t-,avt,, (-toorb s-vOnging out with panic haOwUr�, 8, Mear. �z of i- the means of egress- Ail M- lighting shalli be designated along -Iyti,rir landings at the exit discharges shall, be dflurninated i photo cells), 9' Provide out side air as requireedin table 403.3 of the 2006 IINIIC, ,-;lease adju,,�t 'he ventilation rate to accommodate ary projected smolein gair r -is, as per to 4013- 0, -S'pecial inspection shall be-, corducted as per the dlirt_,ction of chzaptor 17 of the 14006 IBC, eg—conrete" welding and cutting, field erecvon of Steel framtng. P - I J 1; 0 fl '0 : I V hig" strer&igth bolts shop drawings- and mili cert uicatjijr- stiall be submitted for approval of ail off site fabricall ed as3emblics,. ' 3,7 - I 1 -"406, 1 d"he 2003 safety glazirc is requiri�zd in hazardlous JoicatiOns as per 22 IBCstorefronts ard exteH(,,, giazing e 1 2_1 T r ad a r - r .s s f,,a 1 be witi reqUir (1, by the 'PC r fl",5e, size of t pipe, trap primlers shall be irtsuiliud -were required -4 by Code. th 13,AA1 saw r;utfinq of the floc -S a" be, repawi ire.,d dowels # "s f i. an inspection is require(d, prior i$, clavering and concreting, 14, Provide a min, class "B-' 'r*e-fior finish, on the walls ami ceilings of a!"IWr,_as ldass4Iied as exit access ways and ,lass "C'else where, with a rr in of class, 11 on all flours, te Si 3 rn ow P rJ e t e ctlors snz-A! be requnred, Call ! trellum, air ducts wit rea r ther, ,21000 ,�frrl aur flow 6. All equipment shall be screened from view and not visible from the property line as per the City of Grapevine Zoning Ordinance. All signs shall be permitted separately layout and location shall conform to the Grapevine zoning rdance. IS. Clearance from the Health, Fire and Public works departments will be required prior to permit issuance. fir e d t a 1,1 The sporinkier and -detection systerns designs as ;Der ? are reqU i)F G,ar,�evine fire depwlment be subrnitlledl to V"Ze fc�r review arid' approval. t7f- r ired 20 Shc-;�vv the lo-cat;on of a',,! r nium exit signs, Additiona-al signs moy 21, Entry= ,it door locking device required to operable without any special Knowledge or effort, NO MANUAL FLUSH BOLTS OR DEAD BOLTS. I i U -6. i'� all be ' esign �c comp"y �,,,Mh the 20,00 internationali Energy f-- t ty Corservation Code, Verification of camlpuance shall be submilted '0 'Ile Ci I the il jance of a ce, rtif ia ct e of a ce.-.ified; tnergy co -de mspector piic� to s s 0 CCU pci n1cy, Q An applicanon if r V e certifiu,,t__ o,-cupaincy snalt' be szuNntted to e bL;'1ni1epart-nent p to th—e issuanc-e ot the ltuxlng permit, b� a Slate kensed entity for 24.Pia?ns shall be re-vle-wedl, airid bu06ng insp(-,�ctt- 'hail rei�Ore revised plar, sutmitt-a.11, and ,4_ A' chanaes from the app, I rpfans ACj�f; --,s sn, 11 ad rUonalk revielov fet 311 be paid. 'a`Jh,,, and Bu'16ng- Depart.,-nent inspection, _-hng!P , Fire, He 26Pubfiic lvlv'orkslEngi,neg-� approvals r"Iprio! t oczupancy, quir d flance with C'N, C un -ii I 27,A11 ,;�jorkl in.-Huding Land aping shali be in strict comp app -,roved ons." .-„gat Use. No chariges small' p mode without arnend-jr,q the Conditional lj�-,c, �Lhrouqh Citri I-rounc-fl, S 1 T Review Comments; 2 nd Review Comments: Application Received: Early Release, Revisions received* Permit Issued., M B Project Reprint (onf irmation 11.118 : Texas Department of Licensing and Regulation Architectural Barriers Protect Registration Confirmation Page Wednesday .. May 20, 2009 EABPRJA98 2588 PERSON FILINGS FOR Name- Sydriee Freeman Phone: 214-461-963-1 Person Address: 14110 Dallas ParkwaySuite 100, Daila , X 75254 Inas dumber: 00000 111 Project Name: Tilted Kilt Project Address: Tilted Kilt 1041 State Highway 114 West Grapevine, TX 75051 County: Tarrant TENANT Contact Name: Phone: Contact Address: BUILDI iGIFACILI`I`Y Name: Tilted hilt FACILITY Owner: Titter# milt Franchise Operating Phone: 4I3O MI5 -5458 Owner Address: 664 VVest'Warner Road, Tempe, AZ 85284 Contact Name: Mark Hanby Phone: 480-456-5458 Contact Address: 664 v`est Warner Road, Tempe, AZ 85284 Contact Email: DESIGN FIRM Marne: GHA Architecture Phone: 972-239-8884 Firm Address: 14110 Dallas Parkway Suite 100. Datta . TX 75254 Designer Name Devin Henrichson Finai: Type sof License: Architect License Number: 158152 Page I riff' i PROJECT DESCRIPTION Start Date. 0612009 Completion date: 09/2009 Estimated Cast:1,000,01 0.00 Type of Work: Renovation/Alteration Type of Funds: This projects privately funded, on private tarso for private use State Lease No. : Scope of Marls: Conversion of previously operating restaurant, Does this building(s) have more than one level? No Are there any elevators, escalators, or platform lifts in this building? No Are there any boiler in this building? No Thai AS Project registration Confirmation Page, construction documents, and applicable fees must be submitted in acc:~orda with the Texas Administrative Code Chapter 68, Rule 68.51. If 7t DLR will be performing the review or inspection serv'ces, see Rule 68, 0. if a RAC will be performing the review or inspection services, please contact the RAS as they set and collect their own fees see Rule 68.75. in accordance with Rule 68.52, tete owner of a building or facility must also obtain an inspection from the department or a registered accessibility specialist not later than trre first anniversary of the completion of construction. Request for inspection shall be made by completing the Request for inspection forret and submitting it no Eater than 00 calendar days after the completion of construction, }111 1 i l" `t .�3i 13 It.l ,l{.1i4'`.' j �i'*tjiil k k'f�tt"hilt'=i1 )?"'2�?I1 ".> I�il�t },tazi t'iklt t C?E12'Ci]l.li%ti,...5 21) 2009 N. LOT 3R, BLOCK 1 THE CROSSROADS OF DFW CAB. A, SL. 4981 P. R. T. C. T. LOT 5R, BLOCK 1 THE CROSSROADS OF DFW CAB. A, SL. 4981 P.R.T.C.T. BRRTAW CRAWFOR - IIIA lCJ. �o w F - R = 375.00 ' D = 23'24'10' ,,es(1.,cpows WQDwe L = 153.17' ` so' R1GHT'OF CH = S81 ' 08 '57' W 152. 11 ' TRACT I, BEING LOT 2R, BLOCK I, THE CROSSROADS OF DFW ADDITION, AN ADDITION TO CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT RECORDED 1N CABINET A, SLIDE 4981, PLAT RECORDS, TARRANT COUNTY, TEXAS. CURVE DATA qtn_ 8=2894.79 p� •NOTES• D = 4 '04'16 rVAQ 1. ACCORDING TO SURVEYOR'S INTERPRETATION OF INFORMATION SHOWN ON 7 E NATIONAL fL000 NSURANCE L = 205.69' PROGRAM (IJFR ) 'FLOOD INSURANCE RATE MAP' (FIRM I, COMMUMTY PANEL NO. 48439002/5 H, MAP REVISED CH = S62 A30 '51 ' E AUGUST 2, 1995, NO PORTION OF THIS PROPERTY LIES W1774N A 'SPECIAL FLOOD HAZARD AREA (SFHA ) INUNDATED BY 100 -YEAR FLOOD' ZONE AS DEFINED BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL 20.5.64 ' INSURANCE ADMINISTRATION, OR THE FEDERAL EMERGENCY MANAGEMENT AGENCY, IN LINE TABLE 2. THE ABOVE REFERENCED 'FIRM' MAP /S FOR USE IN ADMINISTERVG THE 'NFIP', IT DOES NOT NECESSARILY SHOW BACK OF CURB OWNSION ALL AREAS SUBJECT TO FLOODING, PARTICULARLY FROM LOCAL SOURCES OF SMALL SIZE, WHICH COULD BE FLOODED \\ \ BY SEVERE, CONCENTRATED RAINFALL COUPLED WITH INADEQUATE LOCAL DRAINAGE SYSTEMS. THERE MAY BE OTHER STREAMS, CREEKS. LOW AREAS, DRAINAGE SYSTEMS OR OTHER SURFACE OR SUBSURFACE CONDITIONS ENS TAG ON OR NEAR TFE SUBJECT PROPERTY WHICH ARE NOT STUDIED OR ADDRESSED AS PART OF THE 'NF.W'. DIMENSION TO BACK OF CURB J. THE UNDERGROOD UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION MARKED BY THIS SURVEYOR MAKES NO GUARANTEE THAT \ % UTILITY LOCATORS, VISIBLE IMPROVEMENTS AND EX/SPAYi DRAWlAr-S. THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES #V THE AREA, EITHER IN SERVICE OR ABANDONED. 1 THIS SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON ARE IN THE EXACT G O�Fq' p � r LOCATION 001CATED. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUWD UTILITIES. 4. ALL 1/2' IRON RODS SET WITH CAP STAMPED ' WIER 8 ASSOC INC' , UNLESS OTHERWISE NOTED. CURB CA -ET 5. ALL BEARINGS CORRELATED TO THE WESTLAE OF LOT 2R, BLOCK 1, THE CROSSROADS OF DFW ADDITION, PER CONCRETE STORM DRAIN PPE PLAT RECORDED IN CABINET A. SLIDE 4961, P.R. T.C. T. (N 32'00'56' El CONTROLLING MONAENT 6. Ti#S SURVEY WAS PREPARED WITH BENEFIT OF A CURRENT COPY OF COMMITMENT FOR TITLE INSURANCE PREPARED STORM DRAM MANHOLE BY REUNION TITLE, GF. No. 09RO3368 #BPI, EFFECTIVE DATE JANUARY /9, 2009, ISSUED DATE FEBRUARY 4, / �Y 2009. /�mss\ 7, THE SUBJECT PROPERTY CONTAINS 733 TOTAL STRIPED PARKING STALLS, OF WHICH 4 ARE DESIGNATED STORM DRAM PPE HANDICAP PARKING STALLS_ i 8. THE TERMS AND CONDITIONS OF ORDINANCE No. 71-100, RECORDED IN VOLUME 7349, PAGE 1106, D.R. T. C. T. DO �s AFFECT 774E SUBJECT PROPERTY. SANITARY SEWER MANHOLE 9. THE TERMS, PROVISIONS, AND CONDITIONS RECORDED IN VOLUME 10888, PAGE 2356, DO AFFECT TIE SUBJECT COLUMN PROPERTY. LOT 1, LOT 10. THE TERMS, PROVISIONS, CONDITIONS, AAD EASEMENTS CONTAINED IN MUTUAL ACCESS EASEMENT RECORDED RN BLOCK 1 THE CROSSROADS OF DFW VOLUME /0762, PAGE 459, D.R. T. C. T., 00 AFFECT TIE SUBJECT TRACT. CAB. A. SL 1142 N. THE PROPERTY IS SUBJECT TO INTEREST IN OIL, GAS, AND OTHER MINERALS AS MENTIONED /N INSTRUMENTS \ P,R.T.C.T. RFCORDED IN VOLUME 1860, PAGE 299, D.R. T. C. T., AND VOLUME 2282, PAGE 217, D. R. T. C. T. 0 20 40 60 SHEFT DOES NOT AUTHORIZE ANY WORK IN CONFLIC1 WILDING CODE OR ZONING ORDINANCE °gPLAN TO BE KEPT ON "JO AT A R ES SURVEYOR'S STATEMENT TMS IS TO CERT#Y TOR N T/ E, TIL K1 P BEA RESPECTNE SUCCESSORS AND ASSIGNS THAT THIS WP OR PLAT AND TflE,$Q8YEEYY�AOi$I WHICJ#dT- OROANCE W/TH REQUIREMENTS FLAWS RErULA OR At TAXACSVL`{ t�EY#VG IN THE ST SEGS .i f�Ll ADIL OPRTED BYAtTA AND NSPS IN 2005 AND INCLUDES ITEMS 1 2. , ,., 4.p� A. o,f�Pl ((�,,hh,,� ¢+ +J�' ' ( TABLE A CONTAINED THEREIN.. PURSUANT TD T/�;�GCur�aANDARA6 k8 id A A PS AND /N EFFECT ON Tie EATS OF THI$ CER1`IflCATION, UR&2ERS�G D.EUtT,HEl2 �,EE Ti B'v I DIVA O OP/MON, AS ..,.. �„ ..e ecr_ si tllC"&6iTfi rF d a r fr9td?aFr 63h$PYaA�' 4RIL CY OF TMS SURVEY SURVEYED ON THE GROUND JANUARY 20, 2009 ;04,E MADSEN, R.P.L.S. TE OF TEXAS At., 5798 u (A S cc pz to 3z 4. �^ ® °K U� SEE o 2 'a > - Al Q ® W 2 Q ®ow W R LL ® M Z X U � > 0 m (ne u w ® w J Q Uo Q 1111. u o � 0 z 6NJ ALTAIACSM LAM TITLE SURVEY 9 «LEGEND+ AP ASPHALT PAVEMENT LI Luff DE FED 8/8 BACK OF CURB TO IN LINE TABLE BACK OF CURB OWNSION LPC,F LIGHT POLE B/C DIMENSION TO BACK OF CURB MAILBOXNo BOL BOLLARD PP POWER POLE CI CURB CA -ET RCP CONCRETE STORM DRAIN PPE CM CONTROLLING MONAENT SDM" STORM DRAM MANHOLE CFP CORRUGATED METAL SHO SPRHQ-ER WAD STORM DRAM PPE SN' SIGN CO CLEW .11SSMW 9 SANITARY SEWER MANHOLE CO. COLUMN SBCO- SANITARY SEWER CLEANOUT COMIC. CONCRETE SWOT SOUTH. WESTERN BELL TELEPHONE CPO CABLE PEDESTAL TPO ® TELEPHONE PEDESTAL EAPEDGE OF ASPHALT PAVEMENT TSB TRAFFIC SIGNAL 80X PHQ FIE HYDRANT TSP wM ❑ TRAFFIC SIGNAL POLE WATER METER FO FIBER OPTIC CABLE WV WATER VALVE GM A GAS METER — SD — STORM DRAM GUN GAS MANHOLE — OE — OVERHEAD ELECTRIC LINE GTS GAS TEST STATION —W— WATER LINE GUY v GUY WIRE — SS— SANITARY SEWER LINE HOWL. CONCRETE HEADWALL — FO — FIBER OPTIC LRE ICV ❑ IRRIGATION CONTROL VALVE — NT — —OT — UJDEERGROU D TELEPHONE OVERHEAD TELEPHONE IRF PON ROD FORM — B — LNDERGRCU D GAS IRS LYON ROD SET — UE — IAIOERGROUNI ELECTRIC —CTV-- CABLE TV SHEFT DOES NOT AUTHORIZE ANY WORK IN CONFLIC1 WILDING CODE OR ZONING ORDINANCE °gPLAN TO BE KEPT ON "JO AT A R ES SURVEYOR'S STATEMENT TMS IS TO CERT#Y TOR N T/ E, TIL K1 P BEA RESPECTNE SUCCESSORS AND ASSIGNS THAT THIS WP OR PLAT AND TflE,$Q8YEEYY�AOi$I WHICJ#dT- OROANCE W/TH REQUIREMENTS FLAWS RErULA OR At TAXACSVL`{ t�EY#VG IN THE ST SEGS .i f�Ll ADIL OPRTED BYAtTA AND NSPS IN 2005 AND INCLUDES ITEMS 1 2. , ,., 4.p� A. o,f�Pl ((�,,hh,,� ¢+ +J�' ' ( TABLE A CONTAINED THEREIN.. PURSUANT TD T/�;�GCur�aANDARA6 k8 id A A PS AND /N EFFECT ON Tie EATS OF THI$ CER1`IflCATION, UR&2ERS�G D.EUtT,HEl2 �,EE Ti B'v I DIVA O OP/MON, AS ..,.. �„ ..e ecr_ si tllC"&6iTfi rF d a r fr9td?aFr 63h$PYaA�' 4RIL CY OF TMS SURVEY SURVEYED ON THE GROUND JANUARY 20, 2009 ;04,E MADSEN, R.P.L.S. 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