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1102 S. HWY 146 BURGER KING REMODEL_12-1810___________
r'inal Inspection Check She::.:' Commercial t Date: ��� 2-��/ � Project Address: S , /-'/ c.J 7 I ,-( G Contractor Name: �"� 1 o`S `� d R J /� I l C .+ s Sl u(Z-T- I J N Project Name: U C G C CZ File Review #'s 1-9 -� 3. Zoning Permit in file 4. Customer Service Inspection Certificate in file 5 Back Flow Prevention Device Test Certificates & irrigation) in file 6. Energy Code final certificate in file 7 Fire Marshal building release in file L8. All required permits in file 9. All inspections on log complete Field Review #'s 10-17 10. Address # visible from street 11. Sign Permit in file & in compliance (if applicable) 120 ����'c __ �1[� rPA'1r1P 11 T1rP cPYlnrnf'a �. „],,.P nn/'� rPAl1lrPll rail rlR r N �1 IT Landscaping as per site plan 4LItr 18. Inspection ticket to identify if full or temp 30-day CO is authorized ►O IJ A 19gr Inspector SignaturV Date SACPShamUNSPEC ION DMSIOMInspectionsTinal Inspection Check SheetConAFeb2012.dm P.O. Box 2301 Friendswood,TX 77549 • • 281-554-4202 Office 281-554-4204 Fax 281-7964415 Mobile . Codecomltoms.incecomcast.net CODE CONSULTANTS, INC. 02/06/2013 TO: City of La Porte FROM: Ernest Taylor III RE: 2009 IECC Energy Code Compliance PROJECT: Burger King, 1102 S. Hwy 146, LaPorte, TX PROJECT APPROVED (FINAL) This is to confirm that the above referenced project is constructed in compliance with the 2009 International Energy Conservation Code (inspection date: 02/06/2013). If you need further information regarding this inspection, please contact me at the above numbers or email. 6'�* CJJ�7- lk"51 TAMP 0i ICC Commercial Energy Code Inspector #5214467-77 Registered Accessibility Specialist #0492 CC/--gZWVhW 7HEC0N87Rl/CMN1A0VSMY City of La Porte OF JOB ADDRESS INSPECTION TYPE: DATE: THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN City.of La Porte • OF 9:- JOB ADDRESS f. 'r INSPECTION TYPE: DATE: THIS JOB HAS NOT BEEN COMPLETED 1: The following additions or corrections shall be made y, before the job will be accepted r f, It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth gr other material, until ;,.the proper inspector has had ample time to approve the ti Installation. i After additions or corrections have been made, �. call281-470-5130 $ For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN CONMERCIAL `i W & S WORK ORDE.;,, '" DATE /Z-31-/3 NEW ADDMON kern JA Q dzrkv P . ADDRESS LEGAL DESCRIPTION LuT a - 3 I 1AAk !a 7? O�iQ `SCE DATE 4 - / �- /3- 3 /- /.P- WATER FRONT FT. FEES SEWER FRONT FT FEES WATER TAP 1 �. PLAN REVIEW FEE ELECTRICAL PERMIT TEMPORARY POWER POLE PLUMBING PEP2&T MECHANICAL PERMIT S:\CPSha e\lwpecdow\COAINMCIAIJNSP SHEU-doe PH# PH# Bat-73/-3�oS ADDRESS REQUEST (COPY REctD FROM ENGR.) ZONING CLASSIFICATION FLOOD ZONE (PER ENGINEERING) BLDG. PLANS SUBM=D UTILITY EXT. AGRMT REC'D Y OR N BLDG PLANS REVIEWED BLDG. PERWr RELEASED FOR ISSUANCE PERMIT # FEES PAID 7/ 33- rb us6c> ( L a 3ZST� (a-18lb (p1-7.SJ ?/3.75 /;-/8/o 37.Sa (a--181a ¢SDci INSPECTI0MWMWz, W -RE RESULT t 1REMARKS.N.'N . . . . . . . i'v R FAXED: T POLE CONST ELEV CERT recv'd (if in AEIVE zone) FORM SURVEY (if applicable) GROUND PLUMBING PIERS SLAB/FOUNDATION WATER SERVICE LINE SEWER ELEC UNDERGROUND (if applicable) UAW' 1-04-13 CAL" COVER-'tJP arr,w - LEAD TEST I BRICK TIE DRIVEWAY SIDEWALKS FINAL P - DRAINAGE/GRADING FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: REQUIRED BFE: IS THE ELEVATION SHOWN 12" OR MORE ABOVE BFE: (YES) OR (NO) FAXED: GAS FINAL No PAW- FAXED: lrwv- ELECTRIC FINAL OTHER (patio, lawn sprinklers, etc.) 0v'mbLfxjf0h0'( a FINAL qq 13 a-,&- 13 N AA3 ck th Axw- LxJ71iA -bu PALb —AAA— IF-Ab tdua- LO pa", Yvqz,- City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281)470-5130 ****SIGN PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 13-00000095 Date 1/30/13 Property Address . . . . . . 1102 S HWY 146 HCAD Number: 024-182-098-0003 Application type description MISCELLANEOUS Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Application valuation . . . . 6800 ---------------------------------------------------------------------------- Type of Work INSTALL SIGNS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------- FAIRPORTE GREEN ASSOC LP PRINCE NEON & SIGNS 1102 HIGHWAY 146 S 6931 SIGNAT DR LA PORTE TX 775716120 HOUSTON TX 77041 (281) 345-4488 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -SIGNS Additional desc . . INSTALL WALL SIGNS Permit pin number . 425637 Permit Fee . . . . 65.00 Plan Check Fee 32.50 Issue Date . . . . 1/30/13 Valuation . . . . 6800 Expiration Date . . 7/29/13 Qty Unit Charge Per Extension BASE FEE 20.00 6.00 7.5000 THOU BLDG - 1,001 - 50,000 45.00 ---------------------------------------------------------------------------- Special Notes and Comments January 22, 2013 5:23:22 PM LAPOVFL. 1. SIGN IN ACCORDANCE WITH ENGINEERED DESIGN. 2. NO PART OF SIGN IS ALLOWED IN UTILITY EASEMENT. 3. SEPARATE ELECTRICAL PERMIT REQUIRED. 4. CALL FOR CITY INSPECTIONS. 5. IN ACCORDANCE WITH S. 106-871, NO SIGN OR SIGN PART MAY HAVE LIGHTS WHICH FLASH, MOVE, OR ROTATE, ETC. NO BEACON LIGHT MAY BE PLACED ON OR MADE PART OF ANY SIGN. 6. CALL FOR UTILITY LOCATES 1-800-699-8344 FOR HL&P ENTEX S, AND CITY OF LA PORTE WATER AND SEWER LOCATES -. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281)470-5130 ****SIGN PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 13-00000095 Date 1/30/13 -----------------------------------`---------------------------------------- Special Notes and Comments AT (281)471-9650. ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid ---------- ---------- Credited Due ---------- ----------------- Permit Fee Total 65.00 65.00 .00 .00 Plan Check Total 32.50 32.50 .00 .00 Grand Total 97.50 97.50 .00 .00 Si ( Igo �2o J3 --------------------------------------------------------- --- ------------------------------------- ------ e of contractor or autho ize agent Date --------------------------ial -------------- — Approved by Building Official or authorized agent Date PERNIITAPPLICATION JAN 2 12013 City of La Porte tQ gy. 281-470-5073 =Ltablished Building S G'v Mechanical *Electrical *Plumbing "(See back of form) Owner's Name: �10 s\1 1ro��S� �-� L Phone: 2S - ZOO -2�09• 4 Address: �I I S H W 6 SD1I u ' S U &tg4_t0y,1l0 TZ. Street City Zip ,Contractor: PR I r4 CCU S (GN S 1, L C_ Phone: 2g�fG4 gz� Address: (Iq 31 O'1G-NbVi 0Q%49- )4 ou-bi� v A r * -0'-t ) Street City Zip Contractor Email address Q M CP S1t,.�.S u� 2 $ I �g �4 C� Contact Person: Fi111_ IL E Z2 ) Engineer:, Building Use: v tA 1 KI Sq. Footage: # Stories Valuation: Describe Work: a c 1• L S r G rj. NOT A VALID PERMIT UNTIL OWNER IS NOTIFIED OF APPROVAL & ALL APPLICABLE FEES A AID IN FULL. APPLICANTS SIGNA RE �`' c� =�}7 DATE: • APPLICANTS PRINTED NAME For i Use Only Occupancy Type j" ?' Flood Zone Class Work Sq. Ft. Construction Type Use Zone #Stories N Parking Req N Last use of Building R,4411 X�� Date use ceased: TV A Commercial Buildings Plans Qnly-Fire Marshal Ap roval /v Date Checked/Approved for Issuance By: _ ,/�llD !!/� Date CE:_Special Conditions: Cam/2 ��1 ,vu 'Ili tQi Taxes tQ& HCAD q - 9 6663 Residential driveway tie-in fee: Parkland(New Res. :Zone # �— Fee: -- Permit No. l3 - 9� Permit Fee t!L� , Plan Check Fee: 3 5 COMK ; TIM SECTION FOR ELECTRICAL I MTS:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS S20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 $7.50 Outlets, Fixtures, Lights & S Switches (14 5 -Flat fee) $ 3.00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including %2 hp $ 1.50 each hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.50 each Total Fee T*7 ' COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drains/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flatfee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration - Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each _ Total SACity Pbnning Slmret04-INSPECItONS DIVIS10N\1ns*iim"k1g P=it ApplAm 15.00 bllmm M., awnins-57- - File Edit Commands Help Property Description Inquiry Location ID: HCAD Number. Altornatie Search Method: Location address: Primary related party. 1'1A (INP9 ONLY) (LAND•0292820980001) LA PORTE V Oh lr rxh CNn:�N A�Mrh55 whdal nmry_. 8512 024-182-098-0003 1102 S HWY 146 CLP FAIRPORTE GREEN ASSOC LP 1 1102 S. Highway 146 Sign Permit Notes 1. Sign in accordance with engineered design. 2. No part of sign is allowed in utility easement. 3. Separate Electrical permit required. 4. Call for city inspections. 5. In accordance with S. 106-871, no sign or sign part may have lights which flash move or rotate etc. No beacon light may be placed on or made part of any sign. 6. Call for utility line locates @ 1-800-699-8344 (Gas and Electric) and City of La Porte water and sewer locate at (281) 471-9650. CITY �C®ICY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. W FAIRMONT PKWY W FAIRMONT PKWY r C�.B La Q� 1 t z s !°�CIST4 cfi f. r,2i� l,ro-` a� < A cn 1 U O � E C" >u = o20 a a cn /D m au m w u � � C I N � 1102 hwy 146 S. la Porte tx 77571 am 0 V Ir 0 a lu W K W W v W x t- O I FRONT ELEVATION SCALE- 1/2'=1'-0' 414' V a I' RETAINER .DBDALUNNNUM SIDE ELEVATION SCALE- 1/2'= 1'-0' es"SEAL TIGNT WI B' WHIP ELECTROBITSTRABIRELIEf ISR1211Q 17SEALTRE WhWALLIC FLEX COKDUD CABINETWTERIOR I n LJ HIGH OUTPUT FLUORESCENT LAMPS POWERED BY ELECTRONIC SIGN BALLAST KULKA LAMP SOCKETS WITH ALL SPRING LOAD SOCKETS LOCATED AT TOP OF SIGN. BOTTOM SOCKET BOOT ALUMINUM -AMP TRACK ELECTRONIC BALLAST L ALSIGNS IGNO ALL Wr DISAPPROVED DISCONNECT SWITCH (p AMP. 1120 VOLT) V ELECTRIC STUB TYP (TOP& BOTTOM) NON CORROSIVE 301AGS OR THRU BUTSAS REO'D. CONTINGENT ON OPEN CABINET DETAIL WALLTYPE SCALE 1/2'=1'-0' m ¢ O Z ~aW coJ 7 w V ain-0 LIJ w > Z K Z Itco ¢ ¢ CL O U ¢ W U w LULiWx LL000 1 • FRONT ELEVATION SCALE. 1 /2'= 1'-0• • a 34' 1' R V RETAMER OSDALUMINUM SIDE ELEVATION SCALE. 1/2'=1' 0" /.' SEAL TIGHT WI B WHIP ELECTROW STRAIN RELIEF SR12) 12- 17SEALTUE NONMETALLIC FLEX ODM R CABINEPINTERKM n LJ HIGH OUTPUT FLUORESCENT LAMPS POWERED BY ELECTRONIC SIGN BALUST a KUL LAMP SOCKETS WITH ALL SPRING LOAD /s SOCKETS LOCATED AT TOP OFTTO SOCKET LAMP ALUMINUMLAMPTRACK - ELECTRONIC BALLAST v ALL SIGNS EQUIPPED WI UL APPROVED DISCONNECT SWITCH IXI AMP ./120 VOLT) w J Q' 0 ELECTRIC STUB TYP.(TOPB BOTTOM) NON CORROSIVE 30'LAGS OR THRU BOLTS AS REOO. CONTINGENT ON OPEN CABINET DETAIL wo rnPE SCALE: 1 /2'=1'-0' CYQOz m L m L) ( L (n 2 � ` W W Z � 0 Z M Q Q CL o Q Lu U W W EL W = F 0 ~ ~ 2 O O • • CZ FRONT ELEVATION SCALE- 1/2'=1._O' 1' i 1' RETAINER "ALUMINUM SIDE ELEVATION SCALES lit'=1'-0' 'h' SEAL TrH TW16' WHIP ELECTRONIT STRAINRELIEF (SR12)17 17SEA.TTTE NONMETALLIC FLEX CONDUIT • HIGH OUTPUT FLUORESCENT LAMPS POWERED BY ELECTRONIC SIGN BALLAST KUU(A LAMP SOCKETS WITH ALL SPRING LOAD SOCKETS AT �\ TOPP OF SIGN TOP OFSIGN ` T BOTTOM SOCKET BOOT PIUMINUM LAMP TRACK ELECTRONIC A I]fulRllll BALLAST 1� [Vj + ALL SIGNS EQUIPPED WI UL. APPROVED DISCONNECT SWITCH N « / (20 AMP 1120 VOLT) I� ELECTRIC STUB _ - TYP I TOP A BOTTOM) NON CORRJ$NE VnAGS OR THRU LL J CIJ BOLTS AS REDD. CONTINGENT ON Q-' F C) y OPEN CABINET DETAIL WALL TYPE Q H X 0. SCALE 1/2'=1'-0' Z p m W U CL 7 �. U atAj0 W W W > Z cc U' Z d Mcnillm — A-6�p/1 A-4�0/2 n A-4I0/3 Q WU _ U W al a: = S =ors" LL 2 p O I 1 FRONT ELEVATION SCALE- 1/2"=1'-0' 0 _RIOR ELEVATION a 14' 1' x 1RETAINER DBOALUMINUM SIDE ELEVATION SCALE: 1/2'=1' 0" /,' SEAL TIGHT WI B' WHIP ELECTROBIT STRAW RELIEF (SR12(12' 1?BEALTfTE NONMETALLIC FLEX CONDUIT PANTED WHITENM� PAMTED WHITE R ELECTRIC STUB TIP (TOP B BOTTOM) NON CORROSIVE MFLAGS OR THRJ BOLTS AS REGD. CONTINGENT ON OPEN CABINET DETAIL W41-TYPE SCALE: 1 /2'=1'-0- A-4.1/2 A—a1/1 • HIGH OUTPUT FLUORESCENT LAMPS POWERED BY ELECTRONIC SIGN BALLAST KULKA LAMP SOCKETS WITH ALL SPRING LOAD SOCKETS LOCATED AT TOP OF SIGN BOTTOM SOCKET BOOT ALUMINUM LAMP TRACK ELECTRONIC BALLAST ALL SIGNS EQUIPPED WI IA. APPROVED DISCONNECT SWITCH (2)AMP 1120 VOLT) W J < Z Z co uj CL vi=v 'J 3: Q LLJ W Z Q Q a o U 27.4 sgft I 23W - To Be Verified with FinWW Art from Burger King TrU�i wbkOl.f:Etitwin - -- P2Eih4f:: A-4I0/1 J0/2 J0/3 NEW EXTERIOR ELEVATION ELEVATION 1/8' • V-0' W -j d' ®Z it 03 03 0 I U rZ to ? U LU O W Z C LU as>m¢ Q ~ U W U W W W _LL HpHF- O 000 LL � P ti �� `/} Reverse Channel Non -illuminated UJ —1 5 >P Color Reference: /q Dimensional Letters with Closed Backs Q ~ _O Z Note: fj• R Memphis Letter Font Specified for the (j) CL R' ®i.r awn. am aso Fi.. "HOME OF THE WHOPPER"text. 0 Q m W D CL(�v 23'6"- To Be Verified with Finished M horn Burger Kirg 11 t'n ? 0 — — 13'-g 12-- Leff Side Raceway Ma¢ifing Char" 10'-1 114' - Right Side Raceway Mounting Mounting Channel 6' 3' W � W W u■« Manufacturing Specifications: I�Feainre NUNaan tonsvumen &ueMtl ROu,.e Gnin Wuminum Leae Fan end RWYIr�e wah Clew Fei.a, 11S Lehr F. .010" Lear Rwuma 010• Laax aacka • LE� ted Bader Syve norm.cane UORF1GeNl8M9da5'11E 26warts.6!0cant a1 ha Lenore 12 YeL>B LEDF.Imvgl t OBNrye M Moa�le WMeLFDFxe1V eler we, FeWex[rytLms Cmw PanrtM aye5151a WnarSwoy Raceway Mounted Channel Letlers Front View - S-3 "Home of the Whopper" Dimensional Letters Scale 12"= 1. 0` MI u.mm a•"+xu.q n�Prem" ..n Side View Attachment Detail Building Canopy Support Scale 1' = V-0• _firs e.a.r 0 Z CO Z D! D C ; �..... Q}.Q �' 4 a (L o U . arae x ud U .w 1J W W = m0ee IScale Side View H F= ~ 112-= 1'-0" u. 0 0 K•ewk Pkmeem Peb eiea a63• _ Pmwim cd Meiean wart are to.wren, BNeled wlue tart Coe Finah Bach a Lear 149rn w 17 Die. Nniem am um errssriseewe Washer ant 1ix1. w �� Plan View - Scale 1/8" = 11-0" o�soaes a. can a sA wmnnm' NamM LMen imnMO m a ]' Hyi Raeee aan.mm orrvw Rre.e. M LFD Mmw er�rtrn - i V q ^y City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 12-00001810 Date 1/07/13 Property Address . . . . . . 1102 S HWY-1461 HCAD Number: 024-182-0'98-00'03'�) Alternate Search Method: O V c" Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL ---------------------------------------------------------------------------- Type of Work remodel Burger King ------------------------------ ------------------------------- Owner Contractor FAIRPORTE GREEN ASSOC LP ANTHONY DRYWALL & CONSTRUCTION 1102 HIGHWAY 146 S 3363 CLEARWOOD CIRCLE LA PORTE TX 775716120 ALVIN TX 77511 (832) 731-3305 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . PLUMBING FOR REMODEL RR Permit pin number 424549 Sub Contractor JG PLUMBING CONTR Permit Fee . . . . 45.00 Issue Date . . . . 1/07/13 Valuation . . . . 0 , Expiration Date . . 7/06/13 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 7.5000 'EA PL - SEWER-NEW,REPAIR,REPLACE 30.00 i%/------------------------ — ---------'--- Special Notes and Comments December 21, 2012 3:23:23 PM lapokyc. 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 2. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 3. THIS PERMIT FOR INTERIOR REMODEL, EXTERIOR FACADE AND LANDSCAPING AND MUST COMPLY WITH THE APPROVED DRAWINGS WITH RED LINES; PLAN REVIEW COMMENTS. 4. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 5. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 6. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING SIGNAGE. 7. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 8. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 9. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 12-00001810 Date 1/07/13 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD. 10. FYI - ANY CHANGES TO THE KITCHEN VENT HOOD OR VENT HOOD FIRE SUPPRESSION SYSTEM REQUIRES THE SUBMITTAL OF SEPARATE PLANS AND PERMITS BEFORE ANY WORK IS STARTED. *** SEE COMMERCIAL PLAN REVIEW NOTES *** ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45.00 45.00 .00 .00 Grand Total 45.00 45.00 .00 .00 �Tna — -------- -----'----------------------- re 9f'con ractor or authorii agent Date ___________________________ ___ Approved by Building Official or authorize agent Date PERWT APPLICATION o• City of La Porte Established 1892 281-470-5073 / Buildine Mechanical •Electrical 'Plumbing City .. tea. Contractor Email Engineer. Building Valuation: Zip i Sq. Footage: # Stories Occupancy Type Flood Zone Class Work Sq. Ft Construction Type Use Zone # Stories Parldng Req Last use of Building Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance By. Date CE: Special Conditions: Taxes HCAD Residential driveway tie-in fee: Parkland(New Res. Only): Zone # Fee: Permit No, 0 Permit Fee Plan Check Fee: COMPLE, THIS SECTION FOR ELECTRICAL I ►IITS:: NOTE. -.. ND4um CHARGE ON PERNIIT(S) I; 1.00 Description Charges Quantity Fees PERMIT ISSUE FEE Outlets, Fixtures, Lights & Switches (In 5 - Flat fee) Above Items (All Others) Clothes Washer/ Dryer Range Receptacle Cook Top or Oven A/C, Window Unit Receptacle Water Heater Dishwasher/Garbage Disposal Meter Loop & Service (includes Temporary cra-in) Temporary Saw Pole (T Pole) Reconnection of Service Reinspecpon Fee MOTORS: Up to but not including %; hp, '/a hp and less than 10 hp 10hp&up to50hp 50 hp and'up . $7.50 $7.50 $ 3.00 $ 0.60 each $ 2.00 each $ 3.00 each $ 1.50 each. j $ 3.00 each $ 3.75 each $1.50 each 1 $15.00 each 1 $15.00 each $15.00 each $35.00 each r $ I.SO each `..' - $ 2.50 each $ 3.50 each 14.5d each X Total Fee COMPLETE THIS SECITON FOR PLUMBING PERMITS NOTE: MC MUM CHARGE ON PERMIT(S) IS S20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drainijraps $ 3.75 each Sewer (Neiv, Repa zv, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each , Water Heater $ 3.75 each r' Gas Piping System (1-4 outlets, f alfee) $ 7.50 Gas Piping System (over 4 oidlets-each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration - Drain or Vent $ 7.50 each Each Vacuum Breaker/Backflow Protection Each One (/-5) $ 3.75 each Each One (Over 5) $ 2.25 each ReinspectionFee $35.00each _ Total 15.00 I S:`City PhmningShmeW41NSPECIWNS DIVISI0N\1nV=fi=\B1dg Permit Ap IAm City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 12-00001810 Date 1/02/13 Property Address . . . . . . 1102 S HWY 146 HCAD Number: 024-182-098-0003 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL ---------------------------------------------------------------------------- Type of work remodel Burger King ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FAIRPORTE GREEN ASSOC LP ANTHONY DRYWALL & CONSTRUCTION 1102 HIGHWAY 146 S 3363 CLEARWOOD CIRCLE LA PORTE TX 775716120 ALVIN TX 77511 (832) 731-3305 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . ELEC FOR REMODEL Permit pin number 424218 Sub Contractor EXCELL ELECTRIC INC. Permit Fee . . . . 37.50 Issue Date . . . . 1/02/13 Valuation . . . . 0 Expiration Date . . 7/01/13 Qty Unit Charge Per Extension BASE FEE 7.50 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 45.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 27.00 ---------------------------------------------------------------------------- Special Notes and Comments December 21, 2012'3:23:23 PM lapokyc. 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 2. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 3. THIS PERMIT FOR INTERIOR REMODEL, EXTERIOR FACADE AND LANDSCAPING AND MUST COMPLY WITH THE APPROVED DRAWINGS WITH RED LINES; PLAN REVIEW COMMENTS. 4. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 5. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 12-00001810 Date 1/02/13 ---------------------------------------------------------------------------- Special Notes and Comments 6. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING SIGNAGE. 7. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 8. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 9. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD. 10. FYI - ANY CHANGES TO THE KITCHEN VENT HOOD OR VENT HOOD FIRE SUPPRESSION SYSTEM REQUIRES THE SUBMITTAL OF SEPARATE PLANS AND PERMITS BEFORE ANY WORK IS STARTED. *** SEE COMMERCIAL PLAN REVIEW NOTES +** ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due -------------------- ---------- ---------- ----------------- Permit Fee Total 37.50 37.50 .00 .00 Grand Total 37.50 37.50 .00 .00 g i- - ----------------------- — ------------------- --- ---- — — — _ ^; --,----------------- -- Si nat r of ontractor or Authoriz Date /Agent ---------------------------------Gl°=__ Approved by Building Official or Authorized Agent Date PERMIT APPLICATION City of La Porte 281-470-5073 Established 1892 Building Mechanical *Electrical)_ 'Plumbing '(See back of form) Project Address: 1102 S H W )/ 196 Lot Subdivision: A P J `f - e_ Block: Owner's Name: Fn%YFor-'c (syeeVr ASSOC- Phone: Street City Zip Contractor. e xc ell E/e c_fri c Zy7G . Phone: 7/3 • Address:_ 72J Baz a7lac3 RouSivVN TX 77a3-7 Street City Zip Contractor Email address:e)(Ce//e%c-11" nc(Q ,mA Engineer Building use: %U/Y/-/29y c5fe v e Sq. Footage: # Stories Describe Work '� 2 Mo a e t APPLICANTS PRINTED NAME cS_7"C u e e f t C5 S For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft Construction Type Use Zone # Stories Parking Req Last use of Building_ Date use ceased. Commercial Buildings Plans Q&-Fire Marshal Approval Date Checke&Approved for Issuance By. Date CE: Special Conditions: Residential driveway tie-in fee: Parkland(New Res. Only): Zone # Fee: Permit No. / - / 81 L) - Permit Fee 37. 5 o Plan Check Fee: COMPLE M SECTION FOR ELECTRICAL I NOTE . NBIUM CHARGE ON PERMIT(S) ' - 1.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 $7.50 Outlets, Fixtures, Lights & Switches (1 ° 5 -Flat fee) C^ $ 3.00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each. A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary crd-in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including %, hp $ 1.50 each '/z hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.50 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MJNIMUM CHARGE ON PERMIT(S) IS S20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drains/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Plt/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 oidlets, flat fee) $ 7.50 Gas Piping System (over 4 oodlets-each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration-Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 225 each Reinspection Fee - $35.00 each 15.00 S^City Plnnmg R md04-INS Wn0NS Dr✓ISi0NUnVec6=\B1dg Pamit Apptdoc 'r City of La Porte ' 604 W Fairmont Pkwy . La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 12-00001810 Date 12/31/12 Property Address . . . . . . 1102 S HWY 146 HCAD Number: 024-182-098-0003 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REALCOMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Application valuation . . . . 89562 ---------------------------------------------------------------------------- Type of Work remodel Burger King ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FAIRPORTE GREEN ASSOC LP ANTHONY DRYWALL & CONSTRUCTION 1102 HIGHWAY 146 S 3363 CLEARWOOD CIRCLE LA PORTE TX 775716120 ALVIN TX 77511 (832) 731-3305 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . BUSINESS Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL REMODEL Additional desc . . REMODEL BURGER KING Permit pin number . 423954 Permit Fee . . . . 627.50 Plan Check Fee 313.75 Issue Date . . . 12/31/12 Valuation . . . . 89562 Expiration Date . 6/29/13 Qty Unit Charge Per Extension BASE FEE 387.50 40.00 6.0000 THOU BLDG - 50,001 - 100,000 240.00 ---------------------------------------------------------------------------- Special Notes and Comments December 21, 2012 3:23:23 PM lapokyc. 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 2. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 3. THIS PERMIT FOR INTERIOR REMODEL, EXTERIOR FACADE AND LANDSCAPING AND MUST COMPLY WITH THE APPROVED DRAWINGS WITH RED LINES; PLAN REVIEW COMMENTS. 4. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND City of La Porte r� 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 12-00001810 ---------------------------------------------------- Date 12/31/12 ----------------------- Special Notes and Comments REQUIREMENTS. 5. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 6. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING SIGNAGE. 7. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 8. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 9. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD. 10. FYI - ANY CHANGES TO THE KITCHEN VENT HOOD OR VENT HOOD FIRE SUPPRESSION SYSTEM REQUIRES THE SUBMITTAL OF SEPARATE PLANS AND PERMITS BEFORE ANY WORK IS STARTED. *** SEE COMMERCIAL PLAN REVIEW NOTES *** ---------------------------------------------------------------------------- Fee summary Charged Paid ---------- ---------- ---------- Credited Due ---------- ----------------- Permit Fee Total 627.50 627.50 .00 .00 Plan Check Total 313.75 313.75 .00 .00 Grand Total 941.25 941.25 .00 .00 ---- -- - ----------------- --)a (SIGNATLT,E OF CONTRACTOR OR UTHORIZED AGENT) DATE (AP ROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) 'DATE2 PERMIT APPLICATION �' 2?(OFJC Vq 21/ 1r/2, I ,�2 City U La Po S',GER ' hed 1892 2 ' 3 281-470-5073 NOV 2 9 2012 Building. Mechanical 'Electrical *Plumbing Subdivision: L2 POrAe Block: I <D�,Si Owner's Name: 1 Address: u /l Street Contractor Address: Street Contractor Email addre Engineer. MA Building Use:--L k,,tt4 M _ Valuation:`/� — Occupancy Type A - 1. EV � 6?,a CJL For City Use Only Flood Zone X. Zip 11 'Lip Person: 0 �l Sq. Footage: Aoo # Stories 1 Describe Work: fw_V/'0 AP_ Class Work Sq. Ft 2 o a 10 Construction Type --A - j Use Zone G # Stories_ Parking Req_N Last use of Building l3 , r4 r L �yA Date use ceased: /J A ri�o \ Vtrary_ ntlnoVn. CC.t 0- Commercial Buildings Plans QWy-Fire Marshal Approval D •ten f—e s C- . t Date / a / ( j i Checked//Appproved for Issuance By: �, M Date CE:, _w Special Conditions: A Jd A ' i /3 t6 7, t� q � f Taxes (D- Permit No. 1-4- Check �ti\• Z.S CONTIX ?HIS SECTION FOR ELECTRICAL *HTS- NOTI` _ . NIMUM CHARGE ON PERMM(S) I J.00 all-"' Charges Quantity Fees PERMIT ISSUE FEE' I `' ' ` I7.50!. Outlets, Fixtures, Lights & W ` Switches (1' 5 -Flat fee) ---- ..__ .-$ 3;00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each. A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including ''/z hp $ 1.50 each '/a hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.50 each Total Fee $7.50 ' - COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drains/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, j7atfee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration - Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (1-5) $ 3.75'ea6h Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total 15.00 S:`,Ciry Platning Sh=X04-WSPEC IONS DIVISIONVnspectim Bldg Pmnit ApplAx r BURGER KING PERMIT NOTES 1102 S. Hwy 146 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 2. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS). 3. THIS PERMIT FOR INTERIOR REMODEL, EXTERIOR FACADE AND LANDSCAPING & MUST COMPLY WITH THE APPROVED DRAWINGS WITH RED LINES; PLAN REVIEW COMMENTS. 4. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 5. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 6. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 7. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 8. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 9. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMENCING CHANGES IN THE FIELD. 10. FYI- ANY CHANGES TO THE KITCHEN VENT HOOD OR VENT HOOD FIRE SUPPRESSION SYSTEM REQUIRES THE SUBMITTAL SEPARATE PLANS AND PERMITS BEFORE ANY WORK IS STARTED. CITY copy IF THE APPROVED PLANS ARE MODIFIED, q NEyy SUBMITTAL TO THE CITY IS REQUIRED PRIOR r0 THE CHANGE OCCURRING. COivuL&RCIAL PLAN REVIEW N. ES 1 2. 3. 4. 5. 6 7. 8. 9. 10 11 12 13 20 21 Minimum six-inch (6") stud walls shall be required where drain, waste, & vent (DWV- horizontal and/or vertical) plumbing is installed. The use of 2 x 6 studs (wood or metal) shall be required for new construction and additions (additions of square footage) for both residential and non-residential construction where DWV plumbing is installed. Call for City inspections - 281-470-5130. Unload and keep materials on private property, not City right of way. If a fence is proposed, verify with City regarding maximum height limitations. Call for utility line locates at 1-800-669-8344 and also City of La Porte at 281-471-9650 Fire Marshal will need to review/ inspect prior to opening business. Must obtain zoning permit prior to occupancy of lease space/building. Separate permit required for all signage. Sanitation facilities required on -site prior to first inspection and must remain available until completion of sanitation facilities within the lease space and/or building. Silt fencing required for duration of project. See notes (red lined) on contractor copy of construction drawings. Fill dirt permits are required prior to placement of fill dirt. Grading/drainage must be maintained throughout entire project to ensure eligibility for inspections and utility release. Provide energy code compliance certification from "certified" energy code provider, prior to issuance of the Certificate of Occupancy. Any changes to the project after building permit is issued, must be submitted in writing and approved by the City prior to changes being made Provide Sample Well in accordance with "Sample Well Detail" handout. (Available upon request) Effective March 10, 2007, all electrical devices (including but not limited to outlets and switches) shall be installed with the screw -wrap or approved screw clamp installation. Back or quick stab installation is prohibited. Building operations shall be limited to 7:00am-9:00pm and shall not exceed maximum, permitted sound levels as described in Chapter 34 of the Code of Ordinances. Commercial projects with detention pond requirements must be inspected and approved by city Engineer and Inspection personnel prior to final inspection request. Contact City Engineer at 281-470-5060. Contractor/owner shall be responsible for ensuring all construction materials/debris remains on the construction site. Failure to do so shall result in stoppage of inspections and/or code enforcement action. Owner/developer of commercial driveways in concrete shall be constructed 12" from the adjacent asphalt street. The contractor shall clean the area between the driveway and the street to a depth of at least 6". It is the responsibility of the owner/developer/contractor to install the asphalt transition. CITY S..\CpSh=\NSpECnON DMSIONUn pe tiom\CONO. ERCIAL PLAN REVIEW NOTESAm 512011 COPY I APPLICABLE CODES Adopted October 25 2010• Effective January 01, 2011: 2009 INTERNATIONAL BUILDING CODE (IBC) 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2009 UNIFORM MECHANICAL CODE (U1VIC) 2009 UNIFORM PLUMBING CODE (UPC)** **At the August 22, 2011 meeting, LaPorte City Council approved Ordinance #3373. This ordinance amends the 2009 Uniform Plumbing Code by deleting Table 4-1 "Minimum Plumbing Facilities" in its entirety. The deleted table is being replaced with Chapter 29 of the International Building Code which is already a part of the City's adopted building code. No other changes were made. The implementation of Chapter 29 will be effective October 01, 2011. For your convenience, a copy of the adoption ordinance is located on the city's website at: www.lai)ortetx.gov/citydel) ents/plannine inspections divisions/forms/information forms/plumbing code amendment _ord. 2009 Ed. Adopted October 24 2011• Effective December 1, 2011: 2011 NATIONAL ELECTRICAL CODE (NEC) WITHLOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 2003 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE S1CPShmUNSPECTION DIVIS10NVnspectiow\R=identia1 Construction PwkeMPPLICABLE CODESAM ^ 11 ffy COPY I H © Nov 29. 2012 4:09:24 pfl CST FII: EUI r..imm3F.Cs M51D a11YIDARD'-\..'SIC10: Property Description Inquiry Location ID: HCAD Number. Alternate Search Method: Location address: Primary related parry: INReeae�Ya:\Iae� 091�UP-l: (IMPS ONLY) - (LAaD-0241820980001) LA PORT! V OM X Ecd QIIICBI 1 AMYess i RelaWll WILY... 8512 024-182-089-0003 1102 S HM 146 CLP FAIRPORTE GREEN ASSOC LP CODE CONSULTANTS, INC. P.O. BOX 2301 FRIENDSWOOD, TX 77549 OFFICE: 281-554-4202 FAX: 281-554-4204 2009 INTERNATIONAL ENERGY CONSERVATION CODE COMPLIANCE REPORT PROJECT: CONSTRUCTION: CLIMATE ZONE: Burger King Remodel 1002 Highway 146 La Porte, TX 77571 Commercial 2A, Warm & Humid My COPY SCOPE OF WORK: Remodel existing fast food restaurant to include new exterior wall and new windows in that wall. Lighting will be addressed on the attached COMcheck. METHOD: Chapter 5, Commercial Energy Efficiency Cj�BI/ll� SEC 2 0 2012 Section 502, Building Envelopment Requirements ��\\ Section 502.1.1 Insulation and fenestration criteria. The building thermal envelope shall meet the requirements in Tables 502.2(1) and 502.3 below based on the climate zone specified in Chapter 3 (2A for this location). Commercial buildings or portions of commercial buildings enclosing occupancies other than Group R shall use the R-values from the "All other" column of Table 502.2(1). Section 502.2 Specific Insulation requirements (Prescriptive). Opaque assemblies shall comply with Table 502.2(1) below. Section 602.2.1 Roof assembly. The minimum thermal resistance (R-value) of the insulating material installed continuously on the roof assembly shall be as specified in Table 502.2(1) below based on construction materials used in the assembly. Section 602.3.1 Maximum area. The vertical fenestration area (not including opaque doors) shall not exceed the percentage of the gross wall area specified in Table 502.3 below. Section 502.3.2 Maximum U-factor and SHGC. For vertical fenestration, the maximum U-factor and solar heat gain coefficient (SHGC) shall be as specified in Table 502.3 (based on the window projection factor of less than 0.25) of 0.25 SHGC. Section 602.3.3 Sealing of the building envelope. Penetrations of the building envelope at the added exterior wall, windows and door frames shall be sealed with caulking materials. Page 1 of 3 I TABLE 5O22(1) REOUIREMENTS - OPAOUE ASSEMBLIES x I 5 1 Z 5 EECEPTMARNE AND MARNE4 6 7 j 6 CLIMATE ZONE ' All oltrr Group R All olhm Group R MI mtar Oloup R All odor Group R All Whey 1 Group R j AN other Group R All pller Dra1p q All aUWr Croup R RWM nliml\ I !IhnW himm N-IkY N-9Ci k-NV. R-7\'1 R Vki R NO I. R-9hi R._ 4Ri k-Dti R.bhi R-_Ik-i '. R-JLI N'_k, I kQ51'i R-2ki R-Zki nnn'Il Hk-I3{ H.I'/x Hdl x H-I'lt RlS hdal hlal•I�"II N'lu� H I'1 , HIU R 13 Hd9 RI13 N.I'1 Rd*1 k I'1 Rlii R p; ul!' I R III R m R IR .p1n a1J.xlxr N-31! H !S N 15 N48 R. tS t i N :U I R }S N IS N 4S I R-!S kaA R :t8 k-m R-M R-111 N-ly Walla. Above Grade \la.• NR R-5.76- R-5,76 R4.Ici R-7.hi HA.&i j H'1_ki i R.11,46 R.I IAai ,.k l t,tr{ R-13.k•i I R-0.2,i N 15.?ti R.I Qli • N-25,-i R-256 Mal huiidn•x H If, N le R It R If, I R-19 N-111 i R-19 R.Iq R-U. R411 R-13« R-IS I R 11) 1 N-191 R.1y1 R-191 . _ k.S.Ai N.S.Iri R-S,KI RQrrl R Vm R SJci R,541i R+5.6L 51nallmrmYl R. R11 N.II N 1.14 N-L; R-13 R." R 0 + RU+ RI7♦ R-11r R.LI I R-ISI I H-Ila N-0t R-I!I I 1 T,ki N-5.4'1 k-7.ki H-1.5 '. N-74i N-7.$ci N-]_ki ' R-Lki R7A'i i N.7Ai N-05(v I N.7i.i Ni.Jhanlnl and - - --- _I , '-- R1!1 RIda NU• 1 N-U. Nlix k-III' I N.II R.1; Ik.111 R-11 R-U R-I! H IS R-11 R-13 R II I.1 RJAo Nd.S N-li k--]5 i Hd_4'i N-Sri iR.l�hvil 1?Iri Waft Behr Grade Uvhn plskxnllr ,) \k \N Nk \N \'N Rk I Nk k7,ki N.],ki N7_ki NiS'i kl.ki'kd ki I" N14'i H4.ki R.I2.Sci TIM Nino I INk \'R R-Nkl R-.43I 1 k h,ki H-3..4'i k-I(A_i N-Ill. ki I N-Hti j H IL4i I Nd'_ki R 14(rl i R Iki R-10ci Rd 6 R-If0d lniulFnminZ Nk NN I I N19 R:41 N17 R.Y) I N-pl 1 N:41 i R. 1 RY1 I H:YI N:Yf R,YI N:YI R:YI HCYr i I nlcrW xJ1 i Slab mft Fbpe I I k-Ill kx � � H- IIIL+� N.IH Is N-I51ix j klt llx � NIS Iix I K.IS by ... 1 R-211hr I:nlrvod J!n \N NR \R NN NR NR NR 3a m. NR 21 in. 24'.. 21 in. 31 in. 2d in. 'N in. 2.l in. j __ I Irhlx hlax Kim' Irk. I Mow kh14' K-k w k75Le;N-75In R-75 fm R-7-5hwl R-Illfn H-II; R -I$I.e R-151ixi R-156a R+151,rc R-15hx'k.211hx1 i- k.20 hrl R-Nli:w'R-911r WY) hw l l lrmrd •hh• 12 in. I: in. 12 in. I: in, 24 in. 2I in. 23 in 23 in. 2d in. 2I in. 14 in. n. i n. M iN i dF in. .I%in. CIS in. 1 Klux Kh,x Irkro I hiux hdnx' khlx' , Ir6.. I Irlrn j KM I Ivkm' bchn KI„. Ir4'4 plow Mow' Khmer ( S. inp l; 11O110 Uu711 II o.71i U.I00 UO711 u.n.70 i U11,711 U07n I UO]0 U0 G I µg1O UllSh uASR UI41 IU GSR U-0-m 1 R,lbup.r vhdng U-IAS IJ1+45 UIJS lYIdS I UIJS U-I.RS �, U11.g1 UG311 UUyI I UOgI I'.O _ (111 tl i 1:1051) 1 If51) 111.1141 U4UI R. .SI: I inch nlm. It = l:.Mllxxn• IInnI;IIX\I. NR = M, m1.4'ww. x. NTrn,mgR..nllr c,xnplunrImhxl. a Ihrmd Sjtx,, M,k i•IcyviM..xlmi.r uv�Ih 04.f nx mn)k%l. I Y'Tubk S)L 1.2:Ind5112.N2II. h A,an,N .Lvlipnm rvn K hr,W in 7ihh• 5O2_'Li. r.R-S.II'll•i 1h.Motr WNxmrd nhr,nlml hl,".-]ll.lmill\In.4ill, A\Ihlf•'n.Yll-L•Ilnll•l1V IRNli11\ pn.wd w!2l lx'n,1.Ir•).nll'I'nI.wmX'i1N\',d48imIR•a no le... xl cratc, Imn.01). n ith IllignuLd•lR•CHItt1.6nUll'n:dI.,ingYnuvmm llmmt ilok.1i\II)'411. W Illu dnM. II" I'. d. Who tc,M dole zr IN>N Irh.x;,n.k. 1r1,. grnk.aIk In.,l In iIhn ruahn imlAnlim mpimnrm, hx Irliwr inadnlim x,,Wing In llr hranl:InRm p,.komvnrtm r. Shrl B.xx}ra yvrnm Jnll to K R- IN. Page 2 of 3 -%�kljfjE� DEC 202012 TABLE 502.3 BUILDING ENVELOPE REQUIREMENTS: FENESTRATION ' a s CLIMATE ZONE 1 2 3 VCEET MARINE IAND MARINE 41 B 7 a SVerlical renestration (40lr mLxilnum or above -grade wall) U-factur Framing nmterlals other than metul ahh nr without maul reinforcement or clad g . _ _-_ _ _ l(1.15 U-factor_ _. _! 1.20 0.75 0.65 0.40 O.3 L 0.35 11. 15 Metal rranting wish ur withuut thermal break___ Curtain wallAwrrfrmi U-faclo_rl _0.70 j O.N) 0.50 I 0A5 I 0.45 0.41) _1.20_ Entrance door U-Iaclor I _o I.10 o.40_ ,._ _0.85 I 0.80_I 0.80 _ _0.40 1 0.8o 0A) All other 11-1'ucmP - , _ 1.20_ 0.75 0L65 0.55 0.55 _ 0.55 0.45 0.45 SHGC-all rrume tvpes SIIGC: PI-- :0.25 0.25 _ 0.25 _ _ 0.25 0.40 0.40 _ _ 0.40_ T_0.45 _I0.4 SIIGCt 0.255 PP<11,5 _; 0J3 0,13 0,}} NR NR I \R \R i NR SI ICiCa_ IT a 0.$__ 0.40 0.40 0.40 NR si NR NR NR NR Skfli hts (3% ntuxlmmn) - I U-I'actur _; 0.75 0.75 0.65 O.M1 I UN) Oho Il.(in .0.(iD SHC I ,C 0.35 0_:5` 0, 75 0.40 0.40 0.40 NR NR NR. No ngai.m m. PP. N,gn'linn fmw, Iw•c Smw. 507.1.2). a. All,4hen includes, gamble winlm's. lizad windows wW woemmner dints. 1. THE NEW EXTERIOR WALL(S) WILL HAVE R 13 AND COMPLY WITH TABLE 502.20). 2. THE NEW WINDOWS WILL HAVE A LI-FACTOR OF NO MORE THAN 0.70 AND A SHGC OF NO MORE THAN 0.25. THIS OJ STANTIALLY COMPLIES WITH IECC, CHAPTER 5 AS SHOWN ABOVE. �g E st Taylor III, ICC Commercial Energy Plans D Examiner #5214467-78 Page 3 of 3 CODE CONSULTANTS, INC. P.O. BOX 2301 FRIENDSWOOD, TX 77549 281-554-4202 281-796-4415 COMcheck Software Version 3.9.1 Interior Lighting Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: Burger King Remodel Construction Site: Owner/Agent: 1002 Highway 146 Le Porte, TX Section 2: Interior Lighting and Power Calculation Designer/Contractor: Global New Millenium =0jEFsVC DEC 20 A 8 C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (e x C) Dining: Cafeteria/Fast Food 2800 1.4 3920 Total Allowed Watts = Section 3: Interior Lighting Fixture Schedule 3920 A B C D E Fixture ID: Description I Lamp / Wattage Per Lamp I Ballast Lamps/ 0 of Fixture (C X D) Fixture Fixtures Watt Compact Fluorescent 1: A Down Light / Quad 2-pin 26W I Electronic 1 52 24 1248 Compact Fluorescent 2: B: Pendant Light / Quad 2-pin 26W / Electronic 1 10 24 240 Linear Fluorescent 1: C: 2 x 4 Fluorescent / 48' T8 32W / Electronic 4 16 120 1920 Total Proposed Watts = 3408 Section 4: Requirements Checklist Interior Lighting PASSES: Design 13% better than Code. Lighting Wattage: 0 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Proposed Watts Watts 3920 3408 Controls, Switching, and Wiring: Complies YES Project Title: Burger King Remodel Report date: 1220/12 Data filename: C:\ ChecM COMcheck 8\ BurgerKing-GNM-121712.cck Page 1 U 2. Daylight zones under sk more than 15 feet from the perimeter have -';Ig controls separate from daylight zones adjacent to vertical fenestration.' ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ❑ 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ B. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Exceptions: Only one luminaire in space. An occupant -sensing device controls the area. The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 WatWsq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. 0 10. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 11. Tandem wired one -lamp and three -lamp ballasted luminaires (No single4amp ballasts). Exceptions: Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement DEC 202012 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 2009 IECC requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. ERNESTTAYLOR III, ICC COMMERCIAL ENERGY PLANS EXAMINER 12/19/2012 Project Title: Burger King Remodel Report date: 12/20/12 Data filename: C:\ Check\ COMcheck 8\ BurgerKing-GNM•121712.cck Page 2 AB Project Reprint Confirr. -n Page Page 1 of 1 EABPRJB3805823 Texas Department of Licensing and Regulation Architectural Barriers Project Registration Confirmation Page Thursday, December 20, 2012 EABPRJB3805823 PERSON FILING FORM Name: Emest G. Taylor III Phone:281-554-4202 Person Address: 239 Magnolia Way, League City, TX 77573 Ras Number. 00000492 Project Name:Burger King 81 Project Address: Burger King 81 1102 Hwy 146 S. LaPorte, TX 77571 County: Harris TENANT Contact Name: Phone: Contact Address: BUILDING/FACILITY Name:Burger King 81 FACILITY Owner:Global New Millenium Partners Phone:281-201-2400 Owner Address:4415 Hwy 6, Sugarland, TX 77571 Contact Name:Zohaib Dhanani Phone: Contact Address: Contact Email: zdhanani@houslonfoodsinc.com DESIGN FIRM Name:Brock Bty Phone:832-731-3305 Firm Address:3363 Clearwood Cir., Alvin, TX 77511 Designer Name:Brock Bly Emai:Brockbly@gmail.com Type of License:Other License Number: PROJECT DESCRIPTION Start Date:12/2012 Completion date:01/2013 Estimated Cost:$89,000.00 Type of Work: Renovation/Alteration Type of Funds:This project is privately funded, on private land for private use. Are the private funds provided by a tenant? No DEC State Lease No.: 0 2012 Scope of Work:Remod existing on existing site. E(/� Does this building(s) have than 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 This AB Project registration Confirmation Page, construction documents, and applicable fees must be submitted in accordance 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 tolled 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 inspection 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/ABProjectRegistrationOnlinelABProjectPrintConfmnatio... 12/20/2012 2012 TAS PLAN REVIEW REPORT Prepared by CODE CONSULTANTS, INC. RAS: Ernest Taylor III RAS #: 0492 Review Date: 12/18/2012 EABPRJ #: B3805823 Revisions Date: Project Name: Burger King Facility Name: Burger King Project Address: 1101 Hwy 146 S., La Porte, TX 77571; Harris County Project Description: Interior remodel for lease space in existing building on existing site. Owner Name: Houston Foods, Inc.; Attn: Shoukat Dhanani Owner Address: 4415 Hwy 6, Sugarland, TX 77478 CITY C®PY IF THE APPR�t�Fe�pLANS ARE 2012 TAS Section 202, Existing Buildings and Facilities. Subsection 202.3 Alterations: a ng e e spaces, or common use areas are altered, each altered element, space, or common use��,aea i�i>; I orri�rlPlSrkFt SUBMITTAL the applicable requirements of Chapter 2. Exceptions: 1. Unless required by 202.4, whe' OTO'Me6WY fipRMVIRED PRIOR are altered and the circulation path to the altered element or space Is not altered, an acVkbs141p<r0u sh t nf1ot be required; 2. In alterations, where compliance with applicable requirements is tachnlcatly infeasifi)e~Mt OCCURRING. purposes ensuring compliance with Texas Government Code, Chapter 469, all determinations of technically Infeasibility and maximum extent feasible are made by the Department in accordance with the variance procedures. 2012 TAS Section 202. Existing Buildings and Facilities. Subsection 202.4 Alterations Affecting Primary Function Areas: In addition to the requirements of 202.3, an alteration that affects or could affect the usability of or access to an area containing a primary function shall be made so as to ensure that, to the maximum extent feasible, the path of travel to the altered area, including the parking areas, rest rooms, telephones, and drinking fountains serving the altered area, are readily accessible to and usable by individuals with disabilities, unless such alterations are disproportionate to the overall alterations in terms of cost and scope. For purposes of ensuring compliance with requirements of Texas Government Code, Chapter 469, all determinations of maximum extent feasible and disproportionality are made by the Department In accordance with the variance procedures contained In Chapter 68, Texas Administrative Code. If elements of a path of travel at a subject building or facility that have been previously constructed or altered in accordance with the April 1, 1994 Texas Accessibility Standards (TAS) they will enjoy safe harbor and are not required to be retrofitted to reflect the Incremental changes In the 2012 TAS solely because of an alteration to a primary function area served by that path of travel. Those elements would be subject to compliance with the 2012 TAS only when the elements of a path of travel are being altered. PLAN REVIEW FINDINGS: Chapter 3: Building Blocks. I Q ?QJp Not Noted 302 Floor or Ground Surfaces Not Noted 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 302. EXCEPTIONS: 1. Within animal containment areas, floor and ground surfaces shall not be required to be stable, firm, and slip resistant. 2. Areas of sport activity shall not be required to comply with 302. Not Noted 302.2 Carpet. Carpet or carpet file shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet file shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be 112 inch (13 mm) maximum. Exposed edges of carpet shall be fastened to floor surfaces and Page i of 9 shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with 303. Acceptable 302.3 Openings. IF CARPET IS USED, PLEASE ENSURE COMPLIANCE. Chapter 4: Accessible Routes. Not Noted 402 Accessible Routes. Acceptable 402.1 General. Not Noted 402.2 Components. Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. All components of an accessible route shall comply with the applicable requirements of Chapter 4. Not Noted 403 Walking Surfaces. Acceptable 403.1 General. Not Noted 403.2 Floor or Ground Surfaces. Floor or ground surfaces shall comply with 302. 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 302. Not Noted 403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. Not Noted 403.4 Changes in Level. Changes in level shall comply with 303. 303.2 Vertical. Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical. %4 max 6.4 .� ntrii 303.3 Beveled. Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) high maximum shall be beveled with a slope not steeper than 1:2. 1/4 1/26.4 '�.� — 2 _ 1-•' 1/4 13 6.4 303.4 Ramps. Changes in level greater than 1/2inch (13 mFQ UWh shallramped, and shall comply with 405 or 408. Not Noted 404 Doors, Doorways, and Gates. DEC 2 0 2012 tr 6 Acceptable 404.1 General. ... 'L j Not Noted 404.2 Manual Doors, Doorways, and Manual Gates. _ Manual doors and doorways and manual gates intended for user passage shall comply with 404.2. Not Noted 404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (865 mm) above the finish floor or ground. Projections into the clear Page 2 of 9 opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 inches (100 mm). EXCEPTIONS: 1. In alterations, a projection of 5/8 inch (16 mm) maximum into the required Gear width shall be permitted for the latch side stop. 2. Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the finish floor or ground. Not Noted 404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34 inches (865 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. Not Noted 404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.8. Not Noted 404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum. Not Noted 404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. Not Noted 404.3 Automatic and Power -Assisted Doors and Gates. Automatic doors and automatic gates shall comply with 404.3. Full -powered automatic doors shall comply with ANSIBHMA A156.10 (incorporated by reference, see "Referenced Standards" in Chapter 1). Low -energy and power -assisted doors shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (Incorporated by reference, see "Referenced Standards" in Chapter 1). Not Noted 404.3.5 Controls. Manually operated controls shall comply with 309. The dear floor space adjacent to the control shall be located beyond the arc of the door swing. THERE IS NO INFORMATION GIVEN ON THE SUBMITTED PLANS FOR THE DOOR OPERATION. PLEASE ENSURE COMPLIANCE WITH THE ABO SECTIONS, AS THEY APPLY. Chapter 5: General Site and Buildinn Elements. Not Noted 501 General. THERE IS NO INFORMATION ON THE ACCESSIBLE ROUTE TO PARKING. PLEASE ENSURE THERE IS AN ACCESSIBLE ROUTE TO ACCESSIBLE PARKING. Chapter 6: Plumbina Elements and Facilitles. Acceptable 601 General. Acceptable 601.1 Scope. Not Noted 603 Toilet and Bathing Rooms. Acceptable 603.1 General. Acceptable 603.2 Clearances. Not Noted 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches (1015 mm) maximum above Page 3 of 9 the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches (890 mm) maximum above the finish floor or ground. N/A 603.4 Coat Hooks and Shelves. Not Noted 604 Water Closets and Toilet Compartments. Acceptable 604.1 General. Acceptable 604.2 Location. Acceptable 604.3 Clearance. Not Noted 604.4 Seats. The seat height of a water closet above the finish floor shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. Not Noted 604.5 Grab Bars. Grab bars for water closets shall comply with 609. Grab bars shall be provided on the side wall closest to the water closet and on the rear wall. The side wall crab bar shall be 42 inches (1065 mm) long minimum, located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370 mm) minimum from the rear wall. The rear wall grab bar shall be 36 inches (915 mm) long minimum and extend from the centerline of the water closet 12 inches (305 mm) minimum on one side and 24 inches (610 mm) minimum on the other side. 54 ,ter 42 min I I min 815 12 min B10 �' 305 transfer side Not Noted 604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2. Not Noted 604.7 Dispensers. Page 4 of 9 Not Noted Acceptable Acceptable Not Noted Not Noted Not Noted Not Noted Acceptable Not Noted Not Noted Toilet paper dispensers shall comply with 309.4 and shall be 7 inches (180 mm) minimum and 9 inches (230 mm) maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15 inches (380 mm) minimum and 48 inches (1220 mm) maximum above the finish floor and shall not be located behind grab bars. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow. ry 180-230 -THERE IS NO INFORMATION ON THE RESTROOMS. -PLEASE ENSURE COMPLIANCE. 606 Lavatories and Sinks. General. Clear Floor Space. Height. Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches (865 mm) maximum above the finish floor or ground. Faucets. Controls for faucets shall comply with 309. Hand -operated metering faucets shall remain open for 10 seconds minimum. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. THERE ARE NO DETAILS ON THE RESTROOM SINKS. PLEASE ENSURE COMPLIANCE. 609 Grab Bars. 609.1 General. 609.2 Cross Section. Grab bars with circular cross sections shall have an outside diameter of 1 1/4 inches (32 mm) minimum and 2 inches (51 mm) maximum. 609.3 Spacing. Page 5 of 9 The space between the wall and the grab bar shall be 1 1/2 inches (38 mm) The space between the grab bar and projecting objects below and at the ends shall be 1 1/2 inches (38 mm) minimum. The space between the grab bar and projecting objects above shall be 12 inches (305 mm) minimum. Not Noted 609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal position, 33 inches (840 mm) minimum and 36 inches (915 mm) maximum above the finish floor measured to the top of the gripping surface. Not Noted 609.5 Surface Hazards. Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges. Not Noted 609.6 Fittings. Grab bars shall not rotate within their fittings. Not Noted 609.7 Installation. Grab bars shall be installed in any manner that provides a gripping surface at the specified locations and that does not obstruct the required clear floor space. Not Noted 609.8 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the grab bar, fastener, mounting device, or supporting structure. Chapter 7: Communication Elements and Features. Acceptable 701 Acceptable 701.1 NIA 702 Not Noted 703 Not Noted 703.2 Not Noted 703.2.1 Not Noted 703.2.2 Not Noted 703.2.3 Not Noted 703.4 General. Scope. Fire Alarm Systems. Signs. Raised Characters. Raised characters shall comply with 703.2 and shall be duplicated in braille complying with 703.3. Raised characters shall be installed in accordance with 703.4. Depth. Raised characters shall be 1132 inch (0.8 mm) minimum above their background. Case. Characters shall be uppercase. Style. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. Installation Height and Location. Height Above Finish Floor or Ground. Tactile characters on signs shall be located 48 inches (1220 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60 inches (1525 mm) maximum above the finish floor or ground surface, measured from the baseline of the highest tactile character. Page 6 of 9 Location. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Signs containing tactile characters shall be located so that a clear floor space of 18 inches (455 mm) minimum by 18 inches (455 mm) minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. i45a i I i 18 min I l ass centered on r' tactile characters 18 min 455 Visual Characters. Visual characters shall comply with 703.5. EXCEPTION: Where visual characters comply with 703.2 and are accompanied by braille complying with 703.3, they shall not be required to comply with 703.5.2 through 703.5.9. Finish and Contrast. Characters and their background shall have a non -glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. THERE IS NO INFORMATION ON THE SIGNAGE FOR THE ACCESSIBLE RESTROOMS. PLEASE ENSURE COMPLIANCE. Chapter 9: Built-in Elements. Acceptable 901 General. Acceptable 901.1 Scope. Not Noted 902 Dining Surfaces and Work Surfaces. Acceptable 902.1 General. Not Noted 902.2 Clear Floor or Ground Space. Page 7 or 9 Not Noted 902.3 Not Noted 904.4 Not Noted 904.5.1 308.3.2 A Gear floor space complying with 305 positioned for a forward approach shall be provided. i Rill I c_ I G I of E L 1 I M I — Co _ 7V� 1 30 min 1. 760 (a) (b) forward parallel Knee and toe clearance complying with 306 shall be provided. 206 aIN 260 (a) elevation r-------- ' ate: I 9 min j 230 L-----L-- u-P® V DEC 2 Q ?OAF Height. The tops of dining surfaces shall be 28 inches (710 mm) minimum aartd-34. inches (865 mm) maximum above the finish floor or ground. Sales and Service Counters. Sales counters and service counters shall comply with 904.4.1 or 904.4.2. The accessible portion of the counter top shall extend the same depth as the sales or service counter top. 904.4.1 Parallel Approach. A portion of the counter surface that is 36 inches (915 mm) long minimum and 36 inches (915 mm) high maximum above the finish floor shall be provided. A clear floor or ground space complying with 305 shall be positioned for a parallel approach adjacent to the 36 inch (915 mm) minimum length of counter. EXCEPTION: Where the provided counter surface is less than 36 inches (915 mm) long, the entire counter surface shall be 36 inches (915 mm) high maximum above the finish floor. 904.4.2 Forward Approach. A portion of the counter surface that is 30 inches (760 mm) long minimum and 36 inches (915 mm) high maximum shall be provided. Knee and toe space complying with 306 shall be provided under the counter. A clear floor or ground space complying with 305 shall be positioned for a forward approach to the counter. Self -Service Shelves and Dispensing Devices. Self-service shelves and dispensing devices for tableware, dishware, condiments, food and beverages shall comply with 308. Obstructed High Reach. Page 8 of 9 635 Where a dear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum. x M 1 ;1 E v 10 max 255 (a) 25"10 (b) -THERE IS NO INFORMATION ON ACCESSIBLE TABLES IN THE DINING AREA. PLEASE ENSURE COMPLIANCE. -THERE IS NO INFORMATION ON THE BEVERAGE OR FOOD COUNTER. -PLEASE ENSURE COMPLIANCE. Page 9 of 9 Bandy & Associates, Inc. Geotechnical, Environmental and Construction Materials Consultants I-"g.r-trM 0'_ November 3, 2012' Report No. 312137 Global New Millennium Partners, Ltd, CITY 4415 Highway 6 COPY Sugarland, Texas 77478 Attn: Mr. Shoukat Dhanani President IF THE APPROVED PLANS ARE ASBESTOS SURVEY MODIFIED, A NEW SUBMITTAL BURGER KING RESTAURAI"') THE CITY IS REQUIRED PRIOR 1102 HIGHWAY 146 TO THE CHANGE OCCURRING. LA PORTE, TEXAS 77571 Dear Mr. Dhanani: We have completed our asbestos survey of the above referenced property. The findings of our work are presented in the attached report. This study was authorized by Mr. Shoukat Dhanani. We will be happy to answer any questions concerning this report. It has been a pleasure working with you on this project. Very truly yours, ..•����� BANDY & ASSOCIATES, INC. e OF•TEyeit LPST RCAS00476 �. •s % .................... � S.S. BANDYNADWAY t 0 51575 President D., P.E. tr�i1SG��= LPST CAPM00572 Attachment 11710 Almeda Genoa Rd. • Houston, TX 77034-4524 • Phone (713) 947-1055 • FAX (713) 947-9322 ISBESTOS CONSULTANTS, I1 The Woodlands, Texas October 31, 2012 ACI Project No.2012-101 Bandy &Associates, Inc 11710 Almeda Genoa Road Houston, Texas 77034 _ Attention: Ms. Malathi Krishnan, Vice President RESULTS OF ASBESTOS SURVEY SINGLE -STORY "BURGER KING" RESTAURANT BUILDING LOCATED AT 1102 HIGHWAY 146 LA PORTE, TEXAS 77571 Introduction This report presents the results of the asbestos survey performed for the occupied, single -story "Burger King" building located at 1102 Highway 146 in La Porte, Texas. This survey was authorized by Ms MalathiKrishnan with Bandy A Associates, Inc. on October 26, 2012, and performed in accordance with our confirmed scope of services! Purpose and Scope. The purpose of this survey was to determine if asbestos is present in the existing building materials within the occupied Burger King located at 1102 Highway 146 in La Porte, Texas. The scope of services included performance of the following tasks: • Collect and analyze representative samples of suspect asbestos -containing materials, and • Prepare a report discussing results from laboratory testing and presenting recommendations/conclusions. Report Organization. This report is divided into sections that discuss the field investigation, laboratory analyses and results. Supporting documentation follows the text. Field Survey The asbestos survey was conducted on October 29, 2012, by Patrick McIntyre, P.E.; with Asbestos Consultants, Inc. (TDSHS Asbestos Consultant Agency License #10-0120), and included representative sampling of suspectasbestos containing building materials within the single-itory building. Asbestos Consultants, Inc. looked for suspect ACBM in accordance with the Asbestos School Hazard Abatement Reauthorization Act (ASHARA) of 1990, and TAHPR. Observations Brown/tan, non -friable 6-in. x 6-in. ceramic tile with dark gray, non -friable grout was observed throughout the entry, dining area, serving area, hall, and rest rooms. Reddish -brown, non -friable 6-in. x 6-in. ceramic tile with black, non- friablegrout is present throughout the kitchen, back office, and storerooms. The interior walls within the single -story building are constructed of non friable drywall with friable drywall joint compound and yellow paint. Brown/tan, non -friable (pressboard) wainscot wall panels are common to the walls in the dining room, serving area, and hallway outside the rest rooms. Non -friable, non -asbestos -containing FRP panels with yellow glue are common to select walls in the kitchen and back storeroom areas. Tan/brown, non -friable 4-in, x 4-in. ceramic tile with non -friable grout is present on the walls in the kitchen, and in the Men's and Women's rest rooms. Metal framing with a silicone seal is common to the perimeter of the windows. A suspended tile ceiling with tan, friable 24-in. x 24-in. ceiling tiles with a white paint exterior is common to the dining area, hallway, and serving counter area. A suspended the ceiling with white, non -friable 24-in. x 48-in. (drywall) ceiling tiles with white vinyl exterior is common throughout the kitchen, office, and storerooms. Fiberglass ban insulation was observed above the suspended tile'ceilings. The roof is supported by wood roof trusses and a plywood roof deck. Fiberglass -insulated H VAC flex duct with a silver foil covering is present above the suspended tile ceiling. Interior doors are wood pressboard with vinyl covering. FDEC V"I'll I'll P.O. Box 131114 The Woodlands, Texas 77393-1114 Tel. No.: (713) 252-5360 Fax. No.: 1 (832) 442-5835 Ms. WOW Krishnan _ October 31, 2012 Bandy 6 Associates, Inc. Pro/ect 2012-101 Sampling. Suspect asbestos -containing building materials (ACM) are classified as surfacing, thermal or miscellaneous materials. Sampling during the field investigation was conducted in accordance with the Texas Asbestos Health Protection Rulesand included the collection of eighteen bulk samples of suspect miscellaneous materials from inside the building. `The samples were subsequently submitted to Envirotest, Inc., a TDSHS licensed asbestos laboratory (TDSHS license 03-0005), for analysis. Table I presents details of the bulk sample type and location. In general, three representative samples of each suspect building material were taken from each of the identified homogenous areas within the single -story building. For this survey, the following suspect building materials were sampled: • Non -friable (brown) 6-in. x 6-in. ceramic Floor tile with gray non -friable grout, no damage, • Non -friable (brownish -red) 6-in. x 6-in. ceramic floor tile with gray non -friable grout, no damage, • Non -friable (tan) 4-in. x 4-in. ceramic wall file with gray non -friable grout, no damage, • Friable 24-in. x 24-in. ceiling tiles (tan, fibrous) with white paint exterior, no damage, • Friable 24-in. x 48-in. ceiling tiles (drywall) with white vinyl exterior, no damage, and • Non -friable drywall with friable drywall joint compound and paint, no damage. - Friable ACBM is a material that, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. Non -friable ACBM can be pulverized or reduced to powder only during machining, cutting, drilling, or other abrasive procedures. Friable ACBM is more likely than non -friable ACBM to release asbestos fibers when disturbed. „ All samples were collected in a manner that reduced the potential for fiber release and`cxposure, using amended water and personal protective equipment where necessary. After recovery, samples were placed in secure containers for transport to Envirotest, Inc. Appropriate chains of custody protocols were initiated at this time. Sampling of glass and/or non -friable brick were not included as part of this survey. Laboratory Analyses Bulk samples were analyzed by a trained analyst(s) using Polarized Light Microscopy (PLM) according to the US EPA Interim Method for the .Determination of Asbestos. This technique characterizes the material's refractive indices, fiber morphology, birefringence, extinction angle, and sign of elongation, and dispersion staining colors to detect asbestos. Percentage compositions are based on approximate area compositions (by visual area estimation) under a stereomicroscope. A material is considered an asbestos -containing material (ACM) if any of the samples contains greater than one- percent (>1%) asbestos as analyzed by calibrated visual area estimation (PLM). The results of the bulk sample analyses are given in Table 1. - Laboratory analyses results show no asbestos being detected in the suspect building materials sampled from the interior of the occupied, single -story "Burger King" building. Original laboratory bulk sample test results are presented in Appendix I. Conclusions Based on results of the laboratory analysis, no asbestos is present in the building materials present within the occupied, single -story "Burger King" building located at 1102 Highway 146 in La Porte, Texas. ECEIVIt DEC 2 0 2012 q :— Page 2 Ms. Malathl Krishnan October 31, 2012 Bandy d Associates, Inc. Pmject2012-101 Limitations This report presents the results of the asbestos survey performed for the occupied Burger King located at 1102 Highway 146 in La Porte, Texas. This report describes only conditions present at the time of my survey in the areas surveyed. The reported observations and conclusions are limited only by the reported assumptions and limiting conditions and represents our unbiased and professional analysis, opinions, and conclusions. Asbestos Consultants, Inc. should be contacted if building materials (including surfacing textures, flooring, etc.) different than those observed and/or encountered during this survey are uncovered during renovation activities. Destructive sampling procedures (drilling through the roof, walls, floors, and ceilings) were not used or authorized This work was conducted using standard principles and practices, and the scope of this report is limited to the matters expressively covered. Asbestos Consultants, Inc. makes no warranties, expressed or implied, including without limitation, warranties as to the marketability of the site or fitness for a particular use. Information in this report is not to be construed as legal advice. Information presented in this report from third parties (i.e. - TDSHS-licensed asbestos laboratories (Envirotest, Inc.)) was obtained from sources deemed to be reliable. Asbestos Consultants, Inc. does not represent or warrant the accuracy of this information. Warranties and liabilities as to the service performed are limited to the cost of the survey. This report and the findings contained herein shall not, in whole or in part, be dispersed or disclosed to any other party without prior written consent from Asbestos Consultants, Inc. and/or representatives with Bandy & Associates, Inc. Closing The following table and appendix are attached and complete this report: Table I Bulk Sample Summary Appendix I Original Labomtory'rest Results Appendix 11 TDSHS Licenses I appreciate the opportunity to provide these services to Bandy dr Associates, Inc. Please e-mail or call me at (713) 252-5360 if you have any questions or require any additional information. I'll contact you later this week to discuss the results and answer any questions that you may have. Very Truly Yours, ASBESTOS CONSULTANTS, INC. Yatvi& A.l%iG%f,1t(Vw Patrick D. McIntyre, P.E. Licensed Asbestos Consultant (TDSHS License # 10-5331) Expires: November 16, 2013 E-mail: pmcintyrl©hotmail.com 00) EE, V E DEC 2 0 2012 CA Rcpomst2012-101.1102 Highway W—Burger King- Bandy.svy.doe Page 3 ECEEIVFf DEC 2 0 2012 TABLE 1 TABLE 1 - BULK SAMPLE SUMMARY Occupied "Burger King" Building 1102 Highway 146 ECEIVE La Porte, Texas DEC 2 0 2012 SAMPLE NO. DESCRIPTION ASBESTOS CONTENT HM-01 Brown, non -friable, 6" x 6" ceramic floor tile with gray grout common No Asbestos Detected to the dining room, hallway, and rest room floors. No damage. Sample from the back left comer of the dining room floor. HM-02 Brown, non -friable, 6" x. 6" ceramic floor tile with gray grout common No Asbestos Detected to the dining room, hallway, and rest room floors. No damage. Sample from the front right comer of the dining room floor. FIM-03 Brown, non -friable, 6" x 6" ceramic floor tile with gray grout common No Asbestos Detected to the dining room, hallway, and rest room floors. No damage. Sample from the front left comer of the Men's rest room. HM-04 Reddish -brown, non -friable, 6" x 6" ceramic Floor tile with black grout No Asbestos Detected common to the kitchen, office, and back storeroom floors. No damage. Sample from the back right comer of the kitchen floor. HM-05 Reddish -brown, non -friable, 6" x 6" ceramic floor tile with black grout No Asbestos Detected common to the kitchen, office, and back storeroom floors. No damage. Sample from the front left comer of the kitchen floor. HM-06 Reddish -brown, non -friable, 6" x 6" ceramic floor Tile with black grout No Asbestos Detected common to the kitchen, office, and backstoreroom floors. No damage. Sample from the back right corner of the storeroom floor. HM-07 Tan, non -friable, 4" x 4" ceramic wall tile with brown grout common No Asbestos Detected to select walls in the kitchen, storerooms, and both rest rooms. No damage. Sample from the back right wall in the storeroom. �liM-08 Tan, non:friable, 4" x 4" ceramic wall tile with brown grout common No Asbestos Detected to select walls in the kitchen, storerooms, and both rest rooms. No damage. Sample from the left wall in the kitchen. HM-09 Tan, non -friable, 4" x 4" ceramic wall tile with brown grout common No Asbestos Detected to select walls in the kitchen, storerooms, and both rest rooms. No damage. Sample from the back wall in the storeroom. TABLE 1 - BULK SAMPLE SUMMARY Occupied `Bureer Kine" Building ECEisvE 1102 Hiehwav 146 QEC2 O 2V La Porte, Texas SAMPLE NO. DESCRIPTION ASBESTOS CONTENT HM-10 Tan, non -friable, 24" x 24" ceiling tile with white paint cover on grid No Asbestos Detected suspended beneath clean wood roofjoists and roof deck. No damage. Common to the dining area, serving counter area, and hallway. Sample from the front right corner of the dining room ceiling. HM-1 I Tan, non -friable, 24" x 24" ceiling file with white paint cover on grid No Asbestos Detected suspended beneath clean wood roofjoists and roof deck. No damage. Common to the dining area, serving counter area, and hallway. Sample from the center of the dining room ceiling. HM-12 Tan, non -friable, 24" x 24" ceiling tile with white paint cover on grid No Asbestos Detected suspended beneath clean wood roofjoists and roof deck. No damage. Common to the dining area, serving counter area, and hallway. Sample from the back lefl comer of the dining room ceiling. HM-13 White, non -friable, 24" x 48" (drywall) ceiling tile with white vinyl No Asbestos Detected cover on grid suspended beneath clean plywood roof deck. No damage. Common to the kitchen, back rooms, storeroom, and back office. Sample from the center of the kitchen ceiling. HM-14 White, non -friable, 24" x 48" (drywall) ceiling tile with white vinyl No Asbestos Detected cover on grid suspended beneath clean plywood roof deck. No damage. Common to the kitchen, back rooms, storeroom, and back office. ' Sample from the center of the back right storeroom ceiling. I-IM-15 White, non -friable, 24" x 48" (drywall) ceiling tile with white vinyl No Asbestos Detected cover on grid suspended beneath clean plywood roof deck. No damage. Common to the kitchen, back rooms, storeroom, and back office. Sample from the center of the back Icff storeroom ceiling. SAMPLE NO. HM-16 HM-17 I-IM-18 TABLE 1 - BULK SAMPLE SUMMARY Occupied `Burger King" Building 1102 Highway 146 La Porte, Texas DESCRIPTION White, non -friable drywall with friable drywall joint compound and tan paint common to the interior walls in the dining room and hallway. No damage. Sample from the corner of the front wall in the dining room. White, non -friable drywall with friable drywall joint compound and tan paint common to the interior walls in the dining room and hallway. No damage. Sample from the corner of the left wall in the dining room. Eicelve DEC 2 0 2012 ASBESTOS CONTENT No Asbestos Detected No Asbestos Detected White, non -friable drywall with friable drywall joint compound and- No Asbestos Detected green paint common to the interior walls in the dining room and hallway. No damage. Sample from the comer of a support column in the dining room. NOTES: (1) Samples analyzed by Envirotest Inc.'s Laboratory (TDSHS License # 30-0005, NVLAP # 191595), a successful participant in the NVLAP Laboratory Accreditation program. ECEA V DEC 2 APPENDIX I ORIGINAL LABORATORY TEST REPORTS Envirotest, Lta. polarized Light Microscopy keport - Job #116329 Analytical Method: EPA 600 / R-93 / 116 Analyst Name: Porch, Wanda Analyst's Ini Client Name: Asbestos Consultants, Inc. DEC 2 �O'? Client Reference: Job #: 12-101 Envirotest Project Number: W12-0563 n Client Sample # Layer #: Layer Description Asbestos Asbestos Type - % Non -asbestos Fiber Type - % (Lab Sample #) Present and/or Matrix Material - % HM-1 1: Brown Ceramic Material No Cellulose - 02% (116329-1) Fiberglass - 05% HM-2 1: Brown Ceramic Material No Cellulose - 02% (116329-2) 2: White Mastic No Cellulose - 02% 3: Tan Powder No Cellulose - 02% HM-3 1: Brown Ceramic Material No Cellulose - 02% (116329-3) 2: Grey Powder No Cellulose - 02% HM4 1: White/ran/Grey/Black Powder No Cellulose - 02% (116329-4) 2: Brown Ceramic No Cellulose - 02% HM-5 1: White/ran/Grey/Black Powder No Cellulose - 02% (116329-5) 2: Brown Ceramic No Cellulose - 02% 3: Black Granular Material No Cellulose - 02% HM-6 1: Black Granular Material No Cellulose - 02% (116329-0) 2: Brown Ceramic Material No Cellulose - 02% 3: White/Tan/Brown Powder No Cellulose - 02% HM-7 1: Brown Fibrous Material No Cellulose - 80% (116329-7) 2: Tan Powder No Cellulose - 02% 3: Tan Ceramic Material No Cellulose - 02% 4: Brown Mastic No Cellulose - 02% NVLAP# 101595 TDSHS License 4 30-0005 Envirotest, Ltd. Polarized Light Microscopy Report - Job #116329 Analytical Method: EPA 600 / R-93 / 116 Analyst Name: Porch, Wanda Analyst's "WIVE Client Name: Asbestos Consultants, Inc. DEC 2 U 1012 Client Reference: Job #: 12-101 Envirotest Project Number: W12-0563 may, Client Sample # Layer #: Layer Description Asbestos Asbestos Type - % Non -asbestos Fiber Type - % (Lab Sample #) Present andlor Matrix Material - % HM-8 1: Tan Ceramic Material No Cellulose - 02% (116329-8) 2: Brown Mastic No Cellulose - 02% 3: White Powder No Cellulose - 02% HM-9 1: Tan Ceramic Material No Cellulose - 02% (116329-9) 2: Brown Granular Material No Cellulose - 02% 3: Brown Mastic No Cellulose - 02% 4: White Powder No Cellulose - 02% HM-10 1: White Paint/Grey Fibrous Material No Cellulose-20% (116329-10) Fiberglass - 15% HM-11 1: White Paint/Grey Fibrous Material No Cellulose - 20% (116329-11) Fiberglass - 15% HM-12 1: White PaimtGrey Fibrous Material No Cellulose - 20% (116329-12) Fiberglass - 15% HM-13 1: Brown/Tan Fibrous Material No Cellulose - 80% (116329-13) 2: White Paint No Other - 80% 3: Drywall Powder No Cellulose - 02% HM-14 1: White Material No Cellulose - 02% (116329-14) 2: Brown Fibrous Material No Cellulose - 80% 3: Drywall Powder No Cellulose - 05% NVLAP# 101595 TDSHS License # 30-0005 Envirotest, Ltd. Polarized Light Microscopy keport - Job *116329 Analytical Method: EPA 600 / R-93 / 116 Analyst Name: Porch, Wanda Analyst's Initials:: Client Name: Asbestos Consultants, Inc. Client Reference: Job #: 12.101 Envirotest Project Number: W12-0563 Client Sample # Layer #: Layer Description Asbestos Aabeatos Type - % Non -asbestos Fiber Type - % (Lab Sample #) Present and/or Matrix Material - % HM-15 1: White Covering No Cellulose - 020/6 (116329-15) 2: Brown Fibrous Material No Cellulose - 80% 3: Drywall Powder No Cellulose - 05% Fiberglass - 02% HM-16 1: Tan PaintNVhite Powder No Cellulose - 02% (116329-16) HM-17 1: Tan PainWVhite Powder No Cellulose - 02% (116329-17) 2: Grey Powder No Cellulose - 02% HM-18 1: Green PaintANhite Powder No Cellulose - 02% (116329-18) Asbestos content percentages are reported by area percent estimation. < = less than, > = greater than. Conversion of area percent to dry weight is not feasible unless the specific gravities and relative volumes of the different matrix materials are known. Accuracy and precision of the analysis is dependent upon the following items: quantity of sample analyzed, homogeneity of the sample, nature of matrix interference, sample preparation techniques, fiber size, material type, and the percent of asbestos involved. Inhomogeneous samples are separated into sub -samples and each layer is analyzed and reported separately, where applicable. Job notes / analytical problems / method departures: none Reviewed By: ECEIV .. DEC 2 0 2012 NVLAP# 101595 TDSI IS License # 30-0005 APPENDIX II TDSHS LICENSES 0 Texas Department of State Health Services Asbestos Individual Consultant PATRICK DENNIS MCINTYRE License No. 105331 Control No. 96221 t Expiration Date: 11/16/2013 ` QFC20ARV / TEXAS DEPARTMENT OF STATE HEALTH SERVICES ENVIROTEST LTD is certiirud to pitlinm as a Asbestos Laboratory PCM, PLM in the State of Texas within the purview of Texas Occupations Code, chapter 1954, so long as this license is not suspended or revoked and is renewed according to the rules adopted by the Texas Board of Health. < o rn N - DAVID LAKEY, M.D. c COXMSSIONER OF HEALTH < N M License Number: 300005 Expiration Dater 1/24 2012 Control Number: 95620 (Void. After Expiration Date) VOID IF ALTERED NON -TRANSFERABLE t December 07`h 2012 Anthony Drywall & Construction 3363 Clear Wood Circle Alvin, TX 77511 Subject: 1102 S. Hwy 146 Burger King Remodel Plan Review Comments Mr. Bly, We have reviewed your construction drawings for code compliance and the following items must be resolved or addressed before a building permit can be issued. Once you have revised your plans, please submit as a complete package and provide a written response to each plan review comment noted below. (Re -submit corrected sheets only not the entire set of drawings) 1: werksabrtritted. /Zw � a+•A /�«•.,�.►; /�� i /� � "IQ 3. 4. 5.` 7. P""de- 8. The Ger the City 9. rhttha 1qtv1 TAX R•t. cr- 4 RaA 4- IN IVIIIU aC„J /./�, /„ ^aaJ �ti/•I/h ns. �• PA. A •�po +s an-€ete�ew-�Fopeged 1 ndgeapit�. �+��� 1's•"rr N/lniuyTr,..+ ontractor will be required to furnish a certificate of insurance listing Porte as certificate holder. (See contractors insurance attachment) 10. Any issues or deficiencies identified by the Fire Marshals inspections will be required to be corrected prior to occupancy. 11. FYI- A Final Certificate of Energy Code Compliance will be required from a ICC Certified 3`d Party Energy Code Inspector prior to calling for a final building inspection. 12. FYI - Any new and or proposed signage requires a separate sign permit a inspections. 13. FYI- Separate Irrigation plans & permit required prior to the installation of any irrigation system. 14. FYI- Separate Kitchen Vent Hood plans and permit required if any changes to the kitchen vent hood prior to installation. 15. Fire Suppression plans and permit required prior to vent hood and vent hoods fire suppression installation. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 December 071h 2012 Anthony Drywall & Construction 3363 Clear Wood Circle Alvin, TX 77511 Subject: 1102 S. Hwy 146 Burger King Remodel Plan Review Comments Mr. Bly, We have reviewed your construction drawings for code compliance and the following items must be resolved or addressed before a building permit can be issued. Once you have revised your plans, please submit as a complete package and provide a written response to each plan review comment noted below. (Re -submit corrected sheets only not the entire set of drawings) 1. Cost of project has been lowered by a significant amount but the scope of work has not been reduced to justify the reduction and appears to be low for the scope of work submitted. 2. Projects greater than $50,000 are required to be registered with TDLR Texas Department of Licensing & Regulation for Accessibility (ADA) compliance. Provide project registration # / confirmation page. 3. Provide asbestos survey. (Required on all commercial remodels) 4. The City of La Porte Wind Load is 120 MPH. Engineer sealed structural drawings must call out "Designed to meet 120 MPH Wind Load". 5. Will there be any windows / glazing replaced under this permit?? If yes provide Com —Check Building Envelope Energy Code Work Sheets & window schedule. 6. Provide approved Harris County Health Department stamped floor plans. 7. Provide site plan / landscape plan for new proposed landscaping. 8. The General Contractor will be required to furnish a certificate of insurance listing the City of La Porte as certificate holder. (See contractors insurance attachment) 9. Are there any changes to the exterior site proposed to include parking lot striping, parking lot layout, driveways or any other changes proposed? If yes provide plans for proposed changes. 10. Any issues or deficiencies identified by the Fire Marshals inspections will be required to be corrected prior to occupancy. 11. FYI- A Final Certificate of Energy Code Compliance will be required from a ICC Certified 3`d Party Energy Code Inspector prior to calling for a final building inspection. 12. FYI - Any new and or proposed signage requires a separate sign permit a inspections. 13. FYI- Separate Irrigation plans & permit required prior to the installation of any irrigation system. 14. FYI- Separate Kitchen Vent Hood plans and permit required if any changes to the kitchen vent hood prior to installation. 15. Fire Suppression plans and permit required prior to vent hood and vent hoods fire suppression installation. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 Anthony Drywall &�,q,� Construction DEC�02012 18785 CR 98 Rosharon, TX. 77511 832-431-4010 Written response for City of La Porte plan review comments CITY Job Reference: COPY Burger king store #4717 1102 hwy 146 south La Porte, Texas 77096 IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL In reference to all comments, TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. 1: * ti --- ctf±ce Cj TS1... ec -e i l !, i-�, .. ,.1 l u... m1 FIN 1anC14C'r'li7P CIP4i rtn VP- e- 15 11- •- •'- •- -o • - • •- - -. Thanks, Brock Bly, Anthony Drywall and Constriction CI1>, COPY ECEOVE DEC 10 2012 BV;� IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. Anthony Drywall & Construction 18785 CR 48 Rosharon, TX. 77511 832-431-4010. "� kt71V DEC ? 0 2 0 ,2��� Project description and cost estimate for remodel of Burger king Job Reference: Burger king store #4717 1102 Hwy 146 S La Porte, Texas 77571 • Demo all existing mansard roof • Rebuild all exterior walls according to city approved plans • Install new stucco/EFTS to entire exterior of building • Repaint exterior of building • Install new landscaping • Remove old furniture and ddcor package from lobby e • Install new d6cor package including furniture • Build new interior walls and furdowns • Install new interior lighting in dining room • Install new porcelain the in restroom and dining • Install new reilin system in dining room Total estimated cost of remodel: 89,562.4 ►` J 1 Y Owner Notary Signature 118MAUGUST 6, 4A0 3�S CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. /'y 0?01J— CONWERCLhiL FLAN REVIEW COVER SmEET RNAL USE ADDRESS: OWNER'S NAME: JC r a !r PROJECT TYPE: .4 ,► j , • r / r. xs<c % x N _N A L—u7 2 , J •a FLOOD ZONE:` 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. APPLICABL .. FILL DIRT APPL/PERMIT CLEARING PERMIT NE D? FLOOD PERMIT NE D?: W/S FEES APPLI LE?: USE ZONE: YIN 100% MAS Y/GLASS STO ATER QUALITY PERMIT TAXYRS UP TO DATE?: D,kM OF REVIEW: I 2- c[ / v tFEMS NEEDED FOR fSSUANCE OF PERMIT: I/ )CURRENT INSURANCE CERT. (if applicable) 0.a rc s.A Vr4,5 APP,..ro r+ G. l A arc a. - LOC#: (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.) Fir S,t.. � 1n.�lstwkiln.J SM�..i OWNER OR CONTRACTOR NOTIFICATION - TLNIE NAME OF PERSON CONTACTED 5« S:ZTShareWISPECnON DIVISIONVnspccu=\COMI. PLAN REVIEW COVER SIEEfAm �Mt7 l/s..cfJhC �iCQL+vhC.' fI-Ac�i`.. Rev. FEB2012 Manager, Dwayne From: Menager, Dwayne Sent: Friday, December 07, 2012 9:44 AM To: 'brockbly@gmail.com' Cc: Huber, Mark Subject: 1102 S. Hwy 146 Burger King Remodel Plan Review Comments Attachments: Burger King 1102 S. Hwy 146 Plan Review Comments .docx; Asbestos Handout .pdf; Energy Code Compliance.pdf; Insurance requirements pdf.pdf Subject: 1102 S. Hwy 146 Burger King Remodel Plan Review Comments Mr. Bly, We have reviewed your construction drawings for code compliance and the plan review comments must be resolved or addressed before a building permit can be issued. Once you have revised your plans, please submit as a complete package and provide a written response to each plan review comment noted. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 Anthony -Drywall & Construction 18785 CR 48 Rosharon, TX. 77511 832-431-4010 ecel VE NOV 2 9 2012 1� Project description and cost estimate for remodel of Burger king Job Reference: Burger king store #4717 1102 Hwy 146 S La Porte, • Demo aye ing mansard roof • Rebuildterior walls according to city roved plans • Install n/EFTS to entire exteri of building • Repaintor o uilding • Install ndscape • Removerniture an fcor package from lobby • Install ncor pack e i luding furniture • Build nerior ails and fu owns • Install ne r lighting in din g room• Install nrcelain the in restroom nd dining• Install nling system in dining roo Total estimated,bost of Owner N REBECCIS ALIQAISER MY COMMISSION EXPIRES' AUGUST 6, 2013 a REVIEWED FOR CODE COMPLIANCE a ac z�Q aO 000~', c CnCO Z3 06 CO �Cf) _U3 -X � '� �° Q � z° _o 1 I FLOOR PLAN RE 118" = 12" NEW WALL LOW WALL NEW WALL FULL HIEGHT C 0) M —., o 0 M ro 01 t4 M N M W 7 00 0 od L d m Brock reject Xo at.: 11-06-2012 kyle: beet: A-1.0 nCeiling plan t8"=V-,. REVIEWED FOR CODE COMPLIANCE I 1 OVED PLANS ARE IF THE APPR M001FIE0 A NEW SUBMITTAL TO 7HE CIT Sp EQUIRED PRIOR TO THE CHANGE OCCURRING 107j Brock 11-OB-2012 NTS A-2. v� �v = c� o '4 �00 06 =r N C O _ Y m N H � L O >_ N a W J Ih:r' I d_JIA"Itud walls shall be reqVuiredCOPY where drain, waste & vent plumbing is installed. ur.+ By: OE�ISTING EXTERIOR ELEVATION ProjjeecctkNo REVIEWED FOR „8 _ -0. Det<: 11-00-2012 IF THE APPROVED PLANS ARE CODE COMPLIANCE MODIFIED, A NEW SUBMITTAL Sheet; TO THE CITY IS REQUIRED PRIOR A-3.0 TO THE CHANGE OCCURRING. Minimum six-inch (6") stud walls shall be required where drain, waste & vent plumbing is installed. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. 01EXISTING EXTERIOR ELEVATION RE 1/ = V-0" Project No Date: 11-0E-2012 Sc alc: SEeet: 171'S A-3.1 _MV 07 p L h Z I Minimum six-inch (6") stud walls shall be required where drain, waste & vent plumbing is installed. IF THE MODIF T"HE TO THE F9 FTI A-4.0/1 A-4.0/2 I NEW EXTERIOR ELEVATION RE 1/$' = V-0' co'� 6' CRE VIEWED DE rna... 01? APPROVED PLANS ED, A NEW SUBMI CITY IS REQUIRED P CHANGE OCCURF Pmtect No.: Date: 11-00-2012 NTS seat: A-3.2 n r- ( 1 I NEW EXTERIOR ELEVATION RE 118" = V-0' Minimum six-inch (6") sti walls shall be required where drain, waste & vei plumbing is installed. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. o�y N C O _ Y0) 0 CD0 N t 0 of m J »rock Project No Date: I1-00-2012 Scale: N15 Meet A-3.3 f S.�SiK /# R9:u.CL 6'. larg .area Nc ' o . at beam to bwm corJlections 2.5 cnp typical at On butt connectiam 2.5 clip typical at all Wtt comleaGws L 32 Ja. Is blocwng 48- O.C. typical area shat ing with moisture borne. and J.S. SNsh 2.5 clip typical at on butt connections ..a shwthing with mdsture Wnler and LS. knish I .urge arena bolt. 2" owe. t"klil ,spar dowel 32" �5- thick sidewalk oaviry with �• reWr 12- arc 1 1 I SEATING AREA WALL SECTION RE: 3/16• = V-0" 0( 1 I FRONT ENTRANCE �� RE: 3/16' = V-0' I Clla typical at all Wit wnnwlias 5 clip typical al all Wlt connedbna docking 48' be typtW 32 O.C. ng 48' be typical 6'. log acres 24' .... at beam alrtatiane typical at ca it connection. r ancha, Wt. 24' ..a. typical typical at all butt cannectUna (3 WALL'SECTION AT COOLER OF CITY /..:...... ................4 p JASON R. HENRICHS 0 d:.....................0 i� •, 97420 e�� � ��OENSF-�.•�?4'e III/ AL E I 'itIt %%%% COPY IF THE APPROVED PLANS ARE MOu-IFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. DESIGNED TO WITHSTAND 120 MPH WIND 3-SEC GUST it Connections .ith aJJLs. W:: eonneceena ypi 0l I!I 5 prtf EXTERIOR WALL SECTION w- art n<a,nn_ .,, 6"x log screws 24" o.c. at beam to beam connections 2.5 ciip typical at all butt connections 32" c.c. blocking 48" o.c. typical osb sheathing with moisture barrier and F.I.S. finish h 2.5 clip typical at all butt connections 2 each — 6"x lag screws 24" o.c. at beam to beam connections finish coat applied over existing brick 1 1 TOWER WALL SECTION RE: 1f4" = Vi 6"x lag screws 24" a.c. at bear, to beam connections DESIGNED TO WITHSTAND 2.5 clip typical of all putt ccnnectons blocking 48" oc typical 2.5 clip typical at all butt connections 32" o.c. blocking 48" oc typical 2 each — 6"x lag screws 24" o.c. o'. to beam connections osb sheathing with moisture barrier and I.S. finish (1 �T:OWE�RWALL 1 — -O• 0oaoc�pU9 4 �E OF rfl aoa ° •• JASON R�HENRICHS ®o�:.... 97420 ...................... Ile o0 un�0 oAoa C -r jr APPROVED PLANS ARE ivil iFIED, A NEW SUBMITTAL I7/1L k) THE CITY IS REQUIRED PRIOR u (HE CHANGE OCCURRING. 120 MPH WIND 3-SEC GUST :n Q W .4 MY TIM EXTERIOR WALL SECTION A-4.1 2 each— 4.5" st .5 clip typical at all butt connections :och-2x4 tie braces 48" O.C. w/5 3" .121 nails connection e blocking 48" oc typical osb sheathing with moisture barrier and I 5" hardi siding typical !.5 clip typical at all butt connections each — 6"x too screws 24" O.C. at beam beam connections CITY COPY 11-5 clip typical at all butt connections ;r -HE ;PPROVED PLANS ARE �1 AFIED, A NEW SUBMITTAL wedge anchor bolts 24" o.c. typical r. -HU- °'ITY IS REQUIRED PRIOR t.5 clip typical at oil butt connections' rf;L CHANGE OCCURRING. (1jREAR DRIVE THRU WALL SECTION : 1/4 = 1'-0' E�E9 VE UEC?020P 2.5 clip typical ct all butt connections -2 each-2x4 tie braces 48" o.c. w/5 3" .121 nails per connection blocking 48" oc typical osb sheathing withmoisture barrier and 25" hardi siding typical 2.5 clip typical at all butt connections 2 each — 5"x lag screws 24" o.c. at beam to beam connections �N 2.5 clip typical at oil bull connections j wedge anchor bolls 24" o.c. typical 2.5 clip typical at all butt connections� _ (E OF Tf,'11 Pam. .....*!! °p JASON R. HENRICHS °y O'O �................�.¢.0 2 FRONT DRIVE THRU WALL SECTION ; o : 974200 RE: 1/a• = r-o- °rAFSS. CENSF;�G'�'� I Il t NeA L E®.. DESIGNED TO WITHSTAND 120 MPH WIND 3-SEC GUST I v[rsnl:s ww Isu..¢ I I w. r�Ti I xuxrw 1 wuwc nrl[ E%1ERIpR w0.LL SECTION uwc att¢o er s.r..a. w1[ ce w. p : 1:0. A-4.2 ATTRITION OBBIA CdaMO10R _. m NOf Am ANV Afl]IIKNNL MRTIRO T.LR(]1S SCOPE OF ELECTRICAL WORK xa KnalEr N(illINIC to rmua TI£ wa- _ I. REMOVE EXISTING LIGHTS AND REPLACE WITH IN -LAD, ENERGY -EFFICIENT LIGHTS. 2. NO OTHER ELECTRICAL WORK IN SCOPE. — -- — A-6 A-6 ®4 ®4 III D LIGHTING KEY raaawrawarrr Q a.salrra.allre � Twpw.®IarrawTr. Trww..ewawnTw TNrgeq/nrNbV!•O rrs.swr,irr®w NOTES p wwT, I �I I� I � I a TSB I I I I c* A-2a ® ..I 1. ® ®A ® -24 ELECTRICAL LIGHTING SCALE: I/A"=I'-D' Aft DRAFTING 832.731.3305 � 1 C I [� y .. _. z' co J UJ 0 W <N REVIEWED FOR z H )QE COMPLIANCE �g Y "g W 24 im IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL 10 THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. James E. Thompson eum.r Im.1 eee-axr T¢ 1aTl r-.eye .j f�CZs 7y�.:^owz Electrical Lighting Plan Faha 11021 me Ia/m/2c olr. o.sl: R.a E-1.0 a 0 ECEAVE NOV 2 9 2012 PANEL HEDULE SHOWN R INFORMATION ONLY - ALL ARE EXISTING - NO CHANGES BY.. - v pit 0 mC3" olri rr■■r4� u®m©�� ;---�--•.r:--.. ®�mm.11�oy`iiwoE�umm©w<< mom:�o�i■i/�io � a �� ■ .m���mlu�orYuoul ■ � _v.Tuora r+•r->,.r' afr•.n�mmm@rdjlti::A=J003MEN 01®17 �Mm..M��::/�I7wlmm�� Vnmon?MINIM3mm�� o� ©�mmk:]u��u�,.,ETummi�7�c» as.s�rrai ���ommvu�,ly■■ri��mm�::a� mmo� ��m..� �■�ommoa5�__ m=KA�� �■■riD=MEN ��::%,v3®�m��rr-z-Aa �■di° 5ir■■rr�r�su:m�� :I ■■ ::��r,Tuio am ■a+I�E9dmous 17 13137©m --_----•�E+�ommr�uo�y�yavamm©�E-13rLl■■Roeaammca�.-� -, fe®=mom° ��ommvaoY:�i��.m■■�.�® ®�m..�or rrrc:r. x.n::�c;r_��mmEL10 .= rerr�S: 1•�—Q 00l �mmMUTA IFEW .mom® �smm®v ®MEN�mIna ..� NOMINEES w .■ ®©le©�l�I'riml��I©m 13 :n El ::oIN so ■■�17E71mm0— M�ilm6-1—�® j,7E7YTmm�� 7E: 11 ooin Moms i Il rli1•mom®Ilfior�■■rr�li�fi��m�lYiiii�ii lfi �Co 13l7liQ+�M mELL71�■■���m0��® c..��m..■Vu� '—v0.mE9i1� F•" . taLlCl�■E ■■w7�dmmlt.'� �OmIm m:].a:n,Y,•. :1 r.]plw..ruv.rr_mmEL77�so Id ETA mmmKr7>♦ RSm��pmlM�il3r�o omc' IS mvuor�sovummonYTo��:. >� roaEs Yo Yriae vY1E eYeuEYs vweirtn x nEs mlax mlll5`7II®���l��ll�IOm FjrA �.�.�•>_� ��C_�-.z.��r�.■rig ..�■i��ii■���1:'� am 910fip IYM6 RYI an]o macro YS aru e u YYm a sEYx¢ [amen a n<rvfia YYY aar NWYi 2 vflW wOfiYY] SStY 6 IrSfY16. W.11Y l0$a12 TM.14 a r+srso. m warm v41E av iY OY1 uaa �euwv Ya mwal aaYuw fiu `vs]a .uvEYn mI. mva4 wYurw MULL c mvam m i[[I'M 9EmN vI.YC �� 0.LL 9II aUM EaO.EWf m.eEmrs m waYY .ax 9Wl HpO a` s roiF m-r w r YfiYN ]DO (TG.] �IYC WTTW A V CO 1 . a moT T1 Ix .111a vacl w � an we M E1YM 1M wYE caul a u uui • ]U iFFi 6 Of a Y]E xR6 R.iQOY�µ1Ri a MS T C114II aGY4 w AI Y R 0.M6R OYEEP. a 6 I!/.Si N 12i 6 8VE fMP RMCI(R Ur• oY+m an s crcmuE rnmvcim m vvvxv] rsuo rm uE amen Navrlus Imi qp/p fDpltlq fi 91YL H Q GROUNDING DETAIL r1 i sc,WE: x0 tcuT Mom r u ]EEcs Iv�as ue: usta a RAgYIL 6 M.EO. YECMfY Ld110 6 NpQ. MO SDIML Y1Y X® W . Y,ELL4p OY. Minimull� '1'ji.,a.'d.;I a walls ;;�aii J veJ where drain, ,Ia d. plumbing ib 0 LL41FD Yms awYE 4E 9n E-] ;F THE AFFKuv ��6 4 MODIFIED, A N INkbP� 8L, rO THE CITY IS TC) THE CHANGE OCCURRING. r r I DESIGN LOAD ANALYSIS I BASED ON 240/120 VOLT 3- PHASE 4- 1WRE ELECTRIC SERVICE BY CPE CO. SERVICE CAPACITY 600 AMPS HIGHEST kVA IN PRECEEDING 12 MONTHS (AUG) (84KVA) 168A AMPS + 25 PERCENT (NEC) 210.5 AMPS LOAD ADDED 11.6 AMPS LOAD REMOVED 24.6 AMPS TOTAL 197.5 AMPS REMAINING SERVICE CAPACITY 402.5 AMPS SERVICE CONDUCTORS ARE 2 SETS 4-350 KCMIL, 600 AMPS BASED ON THIS ANALYSIS, THE SERVICE HAS 33.0% OF IT'S CAPACITY REMAINING NOTE: THESE ARE AS BUILT DRAWINGS FOR INFORMATION ONLY. NO WORK ASSOCIATED WITH THIS SHEET. � ViC. ]f41_6 ] y Po fl--- 1 L v� I I dOeY M �YE a Po eY0 m WT. WO Y1M M �AIWNGS FOR ORK � 19 EET ELECTRICAL RISER DIAGRAM 4 scut: Y0i TO SCN ELECTRICAL POWER, ONE LINE, AND SCHEDULES NONE GII /ry o� )011 pt zFw D � OR ANCF nL B6YC 411YRi A RIOB bMI q[ arTFF.tl A mry � IYYefi0) r]8021MFC16 ]-SG ImR.Y 1N M James E. Thompson m ce.wuy mM' � J W 0 O V 3 Z o Y = W 8g Co Electrical Power and Schedules F%Oft 11021 oe� e/07/2c'. orw. Ch~ ■NYk E-2.0 0