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04110115 Building Plans
U T IkA 7 7 OWN EIR? AND ADDR?E HUNTINGTON NATIONAL BANK OF INDIANA CAPITAL CENTER 201 NORTH ILLINOIS STREET INDIANAPOLIS, INDIANA 46204 P R?O J�10O� q2rJ A i M I MR?E�S S H U NTI N GTO N BANK 998 S. RANGE LINE RD. CARMEL, INDIANA 46032 Baxter Baxter SET Erl girzeerirzg, LLC. 410 North U.S. 31 Whltetand, Indlana 46184 Phone No. 1 (317) 535-4094 Fax No. 1 (317) 535-3012 EmoLlt Info2baxterset,coM = R�IIC� �IL��,lJeF-J�O � �' PLANS CERTIFIED BY: TRENT A. BAXTER P.E. REGISTERED P.E. No. 19700309 DATE: NOVEMBER 2, 2004 TJ No, _*3 19700309 *= STATE OF 10, i V � CERTIFIED BY: W VICINITY MAP YA-H004 a cc t, v CL F rq W 146th S'. E 146th Cr N'1tstSt a, Jietrtatn;2-Qiarmes a 'N 116th St E I letM " H,IIs Golf _ Ilcnth?ar ` Evho Cae S- -lub . � o Hoffm Piave r' C Orehar aAt Q d a Holaday ",'s 4nd 'i—. --n dCopept crt* Sprite Wool* shenood"fo^tSt4 6 Dnftwooa �% Spring ko Woodso E 66th St Nora 1.5 mi 2U 4 ,hool !. �flistm illi 209 3, Nft'/""Er'. VICINITY MAP Ire �'DE-'X� Tr - 10 DR� A W J �G NEJ,E,Wj NO. GJ1 TITLE SHEET A1.1 FLOOR PLAN A2,1 ELEVATION A3' 1 DOOR, WINDOW, & ROOM SCHEDULE Eli li LIGHTING & CEILING PLAN E�'2> ELECTRICAL PLAN 8; P 1 MISCELLANEOUS SPECIFICATIONS R� �IULDI�� �'Gr CSL A -M81 OCCUPANCY GROUP: "B" TYPE OF CONSTRUCTION: V—B BUILDING DESIGN TO MEET EARTHQUAKE ZONE ONE BUILDING TO MEET ADA (AMERICAN DISABILITY ACT) CITY OF CARMEL/CLAY TOWNSHIP Dept. of Community Services -- Building & Code Enforcement One Civic Square V Floor; Carmel, IN 46032 PLAN AUTHENTICATION CERTIFICATIONS AND AGREEMEN As the authi d agent res le for obtaining a permit or permits', I certify that these plan are IDENTIorAL to those ed for construction by the Indiana Depart. of Fire & Building Services. also unders hat if it is determined that t e plans are not identical, a STOP WOR R�D�ER�%wil rued s required under the r nances referenced uthorized SignatuIC Printed Name 'Required under Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code" and Section 29.4.2 .,and Section 29.4.3 entitled "Administration". Required by Carmel / Clay Township Zoning Ordinance, Section 31.1 entitled "Violations and Penalties". S: Permits/ Forms/ AuthentSticker 11-01 Date RELEASED FCR CON11,TRUCTION Subject to compliance with all regulations of State and Local Codes. DEPT OF COMMUNirt SERVICES CITYOF CARMEL / CLAY TOWNSHIP _ INDIANA I. f I I H,IIs Golf -lub =tir --n 1 f� H � tLs `!'aa �� ct v t Ire �'DE-'X� Tr - 10 DR� A W J �G NEJ,E,Wj NO. GJ1 TITLE SHEET A1.1 FLOOR PLAN A2,1 ELEVATION A3' 1 DOOR, WINDOW, & ROOM SCHEDULE Eli li LIGHTING & CEILING PLAN E�'2> ELECTRICAL PLAN 8; P 1 MISCELLANEOUS SPECIFICATIONS R� �IULDI�� �'Gr CSL A -M81 OCCUPANCY GROUP: "B" TYPE OF CONSTRUCTION: V—B BUILDING DESIGN TO MEET EARTHQUAKE ZONE ONE BUILDING TO MEET ADA (AMERICAN DISABILITY ACT) CITY OF CARMEL/CLAY TOWNSHIP Dept. of Community Services -- Building & Code Enforcement One Civic Square V Floor; Carmel, IN 46032 PLAN AUTHENTICATION CERTIFICATIONS AND AGREEMEN As the authi d agent res le for obtaining a permit or permits', I certify that these plan are IDENTIorAL to those ed for construction by the Indiana Depart. of Fire & Building Services. also unders hat if it is determined that t e plans are not identical, a STOP WOR R�D�ER�%wil rued s required under the r nances referenced uthorized SignatuIC Printed Name 'Required under Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code" and Section 29.4.2 .,and Section 29.4.3 entitled "Administration". Required by Carmel / Clay Township Zoning Ordinance, Section 31.1 entitled "Violations and Penalties". S: Permits/ Forms/ AuthentSticker 11-01 Date RELEASED FCR CON11,TRUCTION Subject to compliance with all regulations of State and Local Codes. DEPT OF COMMUNirt SERVICES CITYOF CARMEL / CLAY TOWNSHIP _ INDIANA I. f I I 4" 11W.211367T.r.1 1 5/8" OAK STOP STAIN TO MATCH EXISTING 5/8" DRYWALL WALL T 2� SCALE: 1/2"=l'—O" A1.1 58'- 0" / ii 3/4" PLYWOOD W/ ROUND—OVI TYP (3) 1X2 SUPPORT 1X1 SUPPORT 1 EXISTING FINISH )0 I FINISH FLOOR SHELF SECTION CUT 1 SCALE: 1/2"=l'—O" A1.1 7T — _-- - _ Z 711771 �j�7 _. _ i RELOCATE TO 1 Xn.; j�-- OTHER SIDE OF A1.1 DOOR `X i UT/L / T '-y" I MA G ER c %/V F -E r'�'E /C _ A S S T. 1vi,4 /\.//1 -tom- i T, T P/ TCN lc_z. To 10P.4 /N I I ! ¢ l/✓ x _ I -40 I I IT= 4- � f = DX REMOVE WAINSCOT'b X PANELING & TRIM SAVE i _ NEW 4'X4' VCT O `` FOR REVERSE WALLS IF WALLS TO MATCH EXISTING !! -- POSSIBALE NEW COUNTER BOXES FOR DOOR OPENING :-7 � 04 05 CHECK WRITING ✓�_��_ COUNTER � 7 10' ti NEW BASE, & WALL „ NEW DRIVE—THRU WINDOW SEE PAGE HUNG CABINETS, NEW0 OFFICE -1 A3.1 FOR DETAILS BUILD IN COUNTER TOP, 24 - 3 5/8 METAL STUD WALLL (20 GAGE) MICROWAVE SINK BASE 5 TO UNDER SIDE OF BAR JOIST SHELF 30 REFRIGERATOR N 2 O.C. W/ ONE LAYER OF + i 5/8" DRYWALL TO DECK EACH SIDE. _ T--ict" T/S/S TO 10' A.F.F. NEW 24"COUNTER WAINSCOT PANELING & TRIM TO MATCH I —, TOP I EXISTING, ON OUTSIDE OF NEW OFFICE .. ' WALLS ONLY l- IA _ UX i_ ---- f; 0 tj NEW COUNTER TOPS o 4 i 03 LY_ I --- - ' x ; �. t RE—LAMINATE FACE— OF ACE _ � OF TELLER LINE `--- i 7TEL L_ ESS ��-- RELOCATE TRIM TO FACE r -LL} /3 _ K L� T- �� 6" 20GA. METAL OF NEW VESTIBULE, FINISH i 2 i" -- STUDS 16" O.C. W AS NEEDED TO MATCH — ..y _ �. �! 5/8" DRYWALL EXISTING LOOK EACH SIDE 3 5/8" METLSUD WALLL (20 GAGE) R19 INSULATION1 1 2 O.C. W/ ONE AYER OF X 0 5/8" DRYWA�L TO DdCK EACH SIDE. 3'-5" ) --- TO 8' A.F.F., BAR W/I OAK TRIM STAINED 2 TO MATCH-- X f , 01 , L.! �--} may— •�— REPLACE DAMAGED DRYWALL W �—�- END COUNTER TOP TO I 5/8" DRYWALL &WHITE FRP T�' EXTi 4' A.F.F. ALL WALLS ( n WALL I s� 7 , 71 i REPAIR & DRYWALL PATCH 01..:__x, OPENNINGS FOR NIGHT I DEPOSET BOX /14 - c:.. n 2 C� - - - — -- -- - -- - - - 0 0 P 411 LEGEND PUSH BUTTON OPENER ® STANLEY MAGIC—FORCE SINGLE— LEAF PUSH BUTTON DOOR OPENER O REMOVE OLD WALL LIGHT FIXTURE, DISENGAGE WIRING & PATCH HOLES EXISTING CURB LINE NEW CURB LINE 10" CLOSER TO BUILDING GENERAL NOTES 1. ALL UNIT SEPARATION WALLS TO BE 1 HOUR FIREWALL OF 5/8" TYPE "X" FIRECODE DRYWALL BOTHE SIDES TO BOTTOM OF ROOF AND PAN DECKING OPENINGS SEALED UNLESS OTHERWISE NOTED. 2. ALL INTERIOR STUD WALLS TO BE 3 5/8" (FRAME) UNLESS OTHERWISE NOTED. 3. ALL RESTROOM PLUMBING WALLS TO BE 5 5/8" (FRAME). 4. ALL RESTROOM WALLS TO HAVE 5/8" DRYWALL. 5. ALL RESTROOM WALLS TO RUN TO BOTTOM OF DECK. 6. ALL DIMENSIONS ARE FRAME TO FRAME OR FACE OF BLOCK TO FACE OF BLOCK UNLESS OTHERWISE NOTED. 7. WINDOW CONTRACTOR TO WRAP ALL FRONT STRUCTURAL STEEL COLUMNS WITH DARK BRONZE ALUMINUM METAL. N CO 0 Baxter & SET Engine eri-ng L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535-4094 Fax No. 1 (317) 535-3012 Email: info@baxterset.com Job No.: Date: 04077 10-1-04 Drawn By: Checked By: Scale: KDW TAB 1/4"=1'-0" CAD FILE: G:\04077\CEILING PLAN.DWG N0. =_ _* :197 0& *_ PVAL `\ ������\ 11111 CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: Ato W � H O�4 Www O E-I ,�XX 'Xu Job No.: Date: 04077 10-1-04 Drawn By: Checked By: Scale: KDW TAB 1/4"=1'-0" CAD FILE: G:\04077\CEILING PLAN.DWG N0. =_ _* :197 0& *_ PVAL `\ ������\ 11111 CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: Ato N S �EF7--LEVA/ON SCA LE ' % "= /10' z 0 W oC Baxter & SET Engineering L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535-4094 Fax No. 1 (317) 535-3012 Email: info@boxterset.com Job No.: Date: 04077 10-1-04 Drawn By: Checked By: Scale: KDW TAB 1/4"=1'-0" CAD FILE: G:\04077\CEILING PLAN.DWG No. = -*'197 0 9,*- � DN I11\\\ CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: A2,0 Q �w� � o H OCH E-, www w Job No.: Date: 04077 10-1-04 Drawn By: Checked By: Scale: KDW TAB 1/4"=1'-0" CAD FILE: G:\04077\CEILING PLAN.DWG No. = -*'197 0 9,*- � DN I11\\\ CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: A2,0 4" j 2,o, T� PAINT DRYWALL CEILING, INSTALL NEW 22 1/2" X 30" METAL ACCESS PANEL WITH I r O CEILING KEYLOCK LT - - — 777/7.77 REMOVE ATTIC R1 9 BA IN U LTIO I S LADDER FRAME O AB DVE 4ACOI Lj US ICAL OPENING IN & 2F I INr,_ DRYWALL , h/TCN FL ro 10PAIN 9!/2 INSTALL 5/8' DRYWALL LID ABOVE NEW 2X2 ACUSITICAL 110mm■ ���■� i..� H I � . INS ALL 5/8" DRYWALL LID ABOVE <� NEV 2X2 ACUSITICAL CEILING n1.4 E-1 j 2,o, T� PAINT DRYWALL CEILING, INSTALL NEW 22 1/2" X 30" METAL ACCESS PANEL WITH I r O CEILING KEYLOCK LT - - — 777/7.77 REMOVE ATTIC R1 9 BA IN U LTIO I S LADDER FRAME O AB DVE 4ACOI Lj US ICAL OPENING IN & 2F I INr,_ DRYWALL , h/TCN FL ro 10PAIN 9!/2 INSTALL 5/8' DRYWALL LID ABOVE NEW 2X2 ACUSITICAL 110mm■ ���■� i..� /5'- `,5„ 12 0 L 7' "- �" LEGEND: FE11 2'X2' LITHONIA, 4 TUBE PARABOLIC LIGHT ® RE—USE EXISTING 2X2 FLURESCENT LIGHT FROM LOBBY AREA ONEW RECESSED CAN LIGHT O REMOVE OLD CEILING SYSTEM, INSTALL NEW CEILING GRID AND TILE © NEW TILE, RE—USE EXISTING GRID ❑ 60 CFM FAN VENTED THROUGH ROOF 11 / 7'— 3r % " ( �= ec3 r —I INSTALL 5/8" 1 1 1 L DRYWALL LID ABOVE j IV— NEW t-� 2 ACUSITICAL CEILING F i I x x STCF�,'1C� 40 v -'- _ ET, L)FT �-� I 1 i I � REPLACE DRYWALL CEILING AND PAIN 1/ I 4_1 i INSTALL O CAN LIGHTS _--I __-___ I_ l__._I __J __- ._J __ ___ l ' i EI I . __. _L_ . __ .l_ __ 1_.. I l 9 REPLACING EXISGING I V i i i _ _ _ ., a� mgr _ i 1 t� N _..r F I I I--- - ' 1 \0 Co"c. ,oma v/N CE J i �1 6S %/(/ I _ � . 711 F1 Y IRYWALL LID NNIS I (aAND PAINT •' I ,n PAINT CEILING. a — - L T /-.4 - I SCAL E GENERAL ELECTRICAL NOTES 1. ALL CONDUCTORS SHALL BE #12 AWG COPPER THWN MINIMUM AND INSTALLED IN 3/4 " EMT CONDUIT UNLESS OTHERWISE NOTED. ALUMINUM WIRE IS UNACCEPTABLE.) ANY CONDUCTORS LARGER THAN #10 AWG SHALL BE STRANDED COPPER. 2. THE CONTRACTOR SHALL COORDINATE INSTALLATION WITH ALL OTHER TRADES AND IN ACCORDANCE WITH THE N.E.C./AND ALL LOCAL CODES AND ORDINANCES. 3. THE CONTRACTOR SHALL PROVIDE A GROUNDING CONDUCTOR TO ALL EQUIPMENT IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. INSTALLATION SHALL CONFORM TO THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH DICTATES OF N.E.M.A. ALL EQUIPMENT SHALL BE U.L. LISTED AND HAVE PRIOR APPROVAL BEFORE INSTALLATION. 5. ALL CONDUIT SHALL BE SUPPORTED TO THE BUILDING STRUCTURE WITH PROPPER HARDWARE A MINIMUM OF 10'-0" CENTER TO CENTER, IN ACCORDANCE WITH THE N.E.C. 6. THE E.C. SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING AND PROVIDING A COMPLETE OPERATIONAL ELECTRICAL SYSTEM BEFORE INAL ACCEPTANCE BY THE ARCH./ENGR. 7. PHONE EQUIPMENT BOARDS TO BE FURNISHED AND INSTALLED BY E.G. 8. REPLACE ALL COD AIR RETURNS AND DEFUSERS In 4 ti 4 .00 Baxter & SET Engine eri-ng L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535-4094 Fax No. 1 (317) 535-3012 Email: infoaxterset.com H S�seWill � . Q /5'- `,5„ 12 0 L 7' "- �" LEGEND: FE11 2'X2' LITHONIA, 4 TUBE PARABOLIC LIGHT ® RE—USE EXISTING 2X2 FLURESCENT LIGHT FROM LOBBY AREA ONEW RECESSED CAN LIGHT O REMOVE OLD CEILING SYSTEM, INSTALL NEW CEILING GRID AND TILE © NEW TILE, RE—USE EXISTING GRID ❑ 60 CFM FAN VENTED THROUGH ROOF 11 / 7'— 3r % " ( �= ec3 r —I INSTALL 5/8" 1 1 1 L DRYWALL LID ABOVE j IV— NEW t-� 2 ACUSITICAL CEILING F i I x x STCF�,'1C� 40 v -'- _ ET, L)FT �-� I 1 i I � REPLACE DRYWALL CEILING AND PAIN 1/ I 4_1 i INSTALL O CAN LIGHTS _--I __-___ I_ l__._I __J __- ._J __ ___ l ' i EI I . __. _L_ . __ .l_ __ 1_.. I l 9 REPLACING EXISGING I V i i i _ _ _ ., a� mgr _ i 1 t� N _..r F I I I--- - ' 1 \0 Co"c. ,oma v/N CE J i �1 6S %/(/ I _ � . 711 F1 Y IRYWALL LID NNIS I (aAND PAINT •' I ,n PAINT CEILING. a — - L T /-.4 - I SCAL E GENERAL ELECTRICAL NOTES 1. ALL CONDUCTORS SHALL BE #12 AWG COPPER THWN MINIMUM AND INSTALLED IN 3/4 " EMT CONDUIT UNLESS OTHERWISE NOTED. ALUMINUM WIRE IS UNACCEPTABLE.) ANY CONDUCTORS LARGER THAN #10 AWG SHALL BE STRANDED COPPER. 2. THE CONTRACTOR SHALL COORDINATE INSTALLATION WITH ALL OTHER TRADES AND IN ACCORDANCE WITH THE N.E.C./AND ALL LOCAL CODES AND ORDINANCES. 3. THE CONTRACTOR SHALL PROVIDE A GROUNDING CONDUCTOR TO ALL EQUIPMENT IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. INSTALLATION SHALL CONFORM TO THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH DICTATES OF N.E.M.A. ALL EQUIPMENT SHALL BE U.L. LISTED AND HAVE PRIOR APPROVAL BEFORE INSTALLATION. 5. ALL CONDUIT SHALL BE SUPPORTED TO THE BUILDING STRUCTURE WITH PROPPER HARDWARE A MINIMUM OF 10'-0" CENTER TO CENTER, IN ACCORDANCE WITH THE N.E.C. 6. THE E.C. SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING AND PROVIDING A COMPLETE OPERATIONAL ELECTRICAL SYSTEM BEFORE INAL ACCEPTANCE BY THE ARCH./ENGR. 7. PHONE EQUIPMENT BOARDS TO BE FURNISHED AND INSTALLED BY E.G. 8. REPLACE ALL COD AIR RETURNS AND DEFUSERS In 4 ti 4 .00 Baxter & SET Engine eri-ng L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535-4094 Fax No. 1 (317) 535-3012 Email: infoaxterset.com Job No.: Date: 04077 10-1-04 Drawn By: Checked By: Scale: KDW TAB 1/4"=1'-0" CAD FILE: G:\04077\CEIUNG PLAN.DWG cSTE/ N o. = * 19�7Q-0 9ud .. ii��VNAL EN\\' `\ �lll I I I11\\ CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: 0 H <� t� n1.4 E-1 Job No.: Date: 04077 10-1-04 Drawn By: Checked By: Scale: KDW TAB 1/4"=1'-0" CAD FILE: G:\04077\CEIUNG PLAN.DWG cSTE/ N o. = * 19�7Q-0 9ud .. ii��VNAL EN\\' `\ �lll I I I11\\ CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: 0 Qu j f - - --- — _ — 77771 - t - -- -- _- _ . �•-� - � , � rte_ � { DOOR _-.. A0 X" I Pti UTIZ_ / T_')"' _ MANAGER C61f,J F- 1' 17A✓c ,- A s s T. -- — 9. F�/ iC/_/ FL. To 'A— :�47.1 -- 1 _ -- X = ---- — -X X Yr } / i I C I t X No I ; Q, `; i OFFICE - 1 _ ... RE -WORK ELECTRICAL-?-- ' & COMMUNCIATIONS ' !1 FOR NEW UNDER I X ` CL c E 7 H,� L L +� \ COUNTER EQUIPMENT I OIn _ 4 1 zFps 110 VOLTS j� I ; /110 POWER ` I 120 VOLT FOR DOORS f `a _ ( - X ABOVE CEILING i Tl I X 1' in 41f 7 l ' I ' .4 I '_'G't- -- -'-�- --.__..___. .__.------- --'I i { i -, _ ., ;F I //'- Com" It7 ( - /C-�'• ¢„ 0 0 p SCA L E" LEGEN D PUSH BUTTON OPENER ® STANLEY MAGIC—FORCE SIN GLE— LEAF PUSH BUTTON DOOR OPENER O REMOVE OLD WALL LIGHT FIXTURE, DISENGAGE WIRING & PATCH HOLES 60 CFM FAN VENTED THROUGH ROOF 110 VOLT WALL MOUNTED GENERAL PURPOSE OUTLETS U) MOUNTED 0 18" AFF UNLESS OTHERWISE NOTED Ak PHONE OUTLET MOUNTED ® 18" AFF UNLESS OTHERWISE NOTED TyG. UO1 11\1.SI-'ou7-�S'_ cT/O" GENERAL ELECTRICAL NOTES 1. ALL CONDUCTORS SHALL BE #12 AWG COPPER THWN MINIMUM AND INSTALLED IN 3/4 " EMT CONDUIT UNLESS OTHERWISE NOTED. ALUMINUM WIRE IS UNACCEPTABLE.) ANY CONDUCTORS LARGER THAN #10 AWG SHALL BE STRANDED COPPER. 2. THE CONTRACTOR SHALL COORDINATE INSTALLATION WITH ALL OTHER TRADES AND IN ACCORDANCE WITH THE N.E.C./AND ALL LOCAL CODES AND ORDINANCES. 3. THE CONTRACTOR SHALL PROVIDE A GROUNDING CONDUCTOR TO ALL EQUIPMENT IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. INSTALLATION SHALL CONFORM TO THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH DICTATES OF N.E.M.A. ALL EQUIPMENT SHALL BE U.L. LISTED AND HAVE PRIOR APPROVAL BEFORE INSTALLATION. 5. ALL CONDUIT SHALL BE SUPPORTED TO THE BUILDING STRUCTURE WITH PROPPER HARDWARE A MINIMUM OF 10'-0" CENTER TO CENTER, IN ACCORDANCE WITH THE N.E.C. 6. THE E.C. SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING LETE OPERATIONAL ELECTRICAL SYSTEM BEFORE FINAL CCEPTANCE BY THE ARCH./ENGR. 7. PHONE EQUIPMENT BO RDS TO BE FURNISHED AND INSTALLED BY E.C. N Z 0 U) W Baxter & SET Engine erirzg L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535-4094 Fax No. 1 (317) 535-3012 Email: info@boxterset.com Q c Zww H � F-1 E i Z�I w T 1 � � W Job No.: Date: 04077 10-1-04 Drawn By: Checked By: Scale: KDW TAB 1/4"=1'-0" CAD FILE: G:\04077\CEILING PLAN.DWG = No. * 197 0 9 sf�° ONAL CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: E1,0 SECTION: 01000 GENERAL REQUIREMENTS 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL PERMIT FEES, TAP FEES, SPECIAL ASSESMENTS, CONNECTION COSTS, INCLUDING ALL LABOR AND MATERIALS TO CONNECT TO ALL UTILITIES. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION FEES AND TESTING COSTS FOR THE EARTHWORK AND CONCRETE WORK. 3. GENERAL CONTRACTOR TO NOTIFY THE OWNER IN WRITING, DURING THE BIDDING PROCESS, OF ANY DISCREPENCIES FOUND IN THE PLANS OR SPECIFICATIONS, 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SOILS ON SITE AND DISPOSING AF ANY EXTRA DIRT, CURBING, CONCRETE, ASPHALT OR MISCELLANEOUS MATERIALS NECESSARY TO COMPLETE THE PROJECT AS PER PLANS, 5. TEMPORARY POWER, LIGHT AND HEAT TO BE PAID BY CONTRACTOR. 6. IF POOR SOIL CONDITIONS ARE ENCOUNTERED DURING EXCAVATION FOR FOOTINGS, THE REQUIRED EXCAVATION SHALL BE UNDERMINED AND BACKFILLED WITH COMPACTED #53 STONE TO A DEPTH SUITABLE TO OBTAIN A MINIMUM SOIL BEARING PRESSURE OF 3000 PSF AT THE COST OF THE OWNER. 7. TOTAL PROJECT SUPERVISION. 8. DAILY PROJECT CLEAN-UP AND DISPOSAL BY EACH SUBCONTRACTOR, 9. FINAL PROJECT CLEAN-UP. 10. ALL WALL PENETRATIONS SHALL BE SEALED BY TRADE MAKING PENETRATION IN COMPLIANCE WITH BUILDING CODES AND TO SATISFACTION OF OWNER. 11. ALL WORK SHALL BE WARRANTED FOR A ONE (1) YEAR PERIOD FROM THE POSSESSION DATE. 12, ANY FINAL PUNCH LIST ITEMS SHALL BE TAKEN CARE OF WITHIN SEVENTY-TWO (72) HOURS. 13. ALL SUBS ARE TO REVIEW SPECIAL NOTES, 14. ALL SUBS ARE TO SUPPLY THEIR OWN STORAGE. 15. ALL WORK MUST COMPLY WITH ALL APPLICABLE GOVERNMENTAL AND/OR AGENCY REQUIREMENTS AND CODES INCLUDING, BUT NOT LIMITED TO, U.B.C., BOCA, OSHA, NEPA, ADA, ETC. 16. A SCHEDULE OF THE WORK REQUIRED AND A TIME TABLE FOR THE COMPLETION OF ALL ITEMS SHALL BE PROVIDED TO THE OWNER BEFORE WORK COMMENCES. ALL WORK MUST BE COMPLETED IN A PROFESSIONAL, WORKMANLIKE, AND TIMELY MANNER. 17. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH A NEATLY MARKED SET OF 'AS BUILT' CONSTRUCTION DOCUMENTS ALONG WITH A LIST OF ALL SUBCONTRACTORS AND WARRANTIES WITHIN (30) DAYS OF COMPLETION OF CONSTRUCITON. 18, A VALID CERTIFICATE OF OCCUPANCY SHALL BE PRESENTED TO THE OWNER PRIOR TO ACCEPTANCE OF COMPLETION OF GENERAL CONTRACTOR WORK. 19. THE PROJECT DRAWINGS AND SPECIFACATIONS ARE A SET AND ARE INTENDED TO COMPLEMENT EACHOTHER. IF THERE IS A CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENT SHALL TAKE PRECEDENCE. 20. GENERAL CONTRACTOR TO PROVIDE A 'TURN -KEY' BUILDING PER PLANS AND SPECIFICATIONS. 21. SUBMITTALSi Work Submlttalsi The provisions of this section apply to required submittals related to units of work not to adminlstrntive submittals Including payment requests, Insurance certificates and progress reports. Special Project Warrantless 2 executed copies, plus conformed copies as required In maintenance manuals. 22. MAINTENANCE MANUALS, Two (2) bound copies. Record Drawings, Original malntalned mark-up prints, plus two (2) photographic copies which may, at Contractor's option, be reduced to not less than half size (50% reduction of width and length). SECTION: 02000 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES 1.01 REFERENCES: A. Except as herein specked or as indicated on the Drawings, the work of Section shall comply with the following: 1. ASTM Standards: a. D 1557 - Test Methods for Moisture -Density Relations of Soils and Soil Aggregate Mixtures using 10 Ib. Rammer and 18 -inch Drop 1.02 QUALITY ASSURANCE A. Compaction: 1. Density shall be determined by using the modified Proctor method, ASTM D 1557. 2. Compact fill and backfill to at least 95X maximum density. 3. The first 12 -inches of subgrode below all structures, fill and backfill on the Site: a. Shall be tested for density. b. Compact to at least 95% maximum density if the existing density is below 95X. 1.03 PROJECT CONDITIONS: A. Existing structures and utilities: 1. Locate all existing underground utilities prior to starting excavation. 2. Where service lines or structures are encountered which aro in active use: a. Provide adequate protection for them. b. Be responsible for damages to such utilities. 3. Provide stand-by utility service if temporary removal is necessary for a period exceeding 2 hours. 4. Where utility service connections to occupied buildings must be temporarily disconnected, give 8 hours notice to the affected occupants of the time and duration of the anticipated shut off. 5. Raise, lower, or move underground utilities or structures which interfere with the line or structure being constructed as part of this Work. PART 3 - EXECUTION 3.01 EXCAVATION A. Rock excavation: 1. Notify ENGINEER prior to removal if rock is encountered. 2. Where rock is encountered within the excavation, expose the surface of the rock sufficient to permit adequate measurements to be taken before the rock excavation is started. B. Frost protection: Protect bottoms of excavations from frost. 3.02 FILL: A. General: 1. Do not Place fill until the subgrade has been examined by ENGINEER. 2. Place fill in even layers not exceeding 10 inches in depth and thoroughly compact as heroin specified. 3. Do not place additional fill until compaction on a lift complies with specification requirements. 4. If an analysis of the soil being placed shows a marked difference from 1 location to another, the fill being placed shall not be made up of a mixture of these materials. 5. Handle each different type of material continuously so that field control of moisture and density may be based upon a known type of material. 6. Do not place fill following a heavy rain without first making certain on isolated test areas that compaction can be obtained with- out damage to the already compacted fill. B. Compaction: 1. Select compaction equipment to achieve the required compaction with- out damaging adjacent structures. 2. Suggested equipment selections: a. if soil is predominantly granular, use pneumatic tired or vibratory drum rollers loaded to not less than 325 pounds per rated inch of tiro width. b. For clay fills, compact each layer with shespefoot rollers. Rollers shall have staggered rows of feet projecting not less than 7 inches from drum and shall be loaded to produce at least 200 pounds per square inch of tamping area in contact with the ground. c. Compact around structures with hand -operated vibrating compactors for granular soils and Barco rommer type compactors for clay soil C. Moisture: 1. Compact all fill with the moisture content as established by the 95X intercepts on the moisture density curves or the moisture content at the shrinkage limit, whichever is less. 2. If fill material is too wet, provide and operate approved means to assist the drying of the fill until suitable for compaction. 3. If fill material is too dry, provide and operate approved means to add moisture to the fill layers. 3.03 STRUCTURE BACKFILL' A. General: 1. Remove debris from excavations before backfilling. 2. Do not backfill against foundation walls until: a. Approved by ENGINEER b. Ail indicated perimeter insulation is in place. 3. Protect insulation during filling operations. 4. Wherever possible, backfilling shall be simultaneous on both sides of walls to equalize lateral pressure. 5. Do not backfill on only 1 side of vertically spanning walls unless walla aro adequately shored or permanent construction is in place to furnish lateral support on both top and bottom of wall. 6. Place all backfill in layers not exceeding 10 -inches in depth. 7. Do not place backfill on frozen subgrode. 3.04 EXCESS WATER CONTROL - A- Regulations and permits: 1. Obtain all necessary soil erosion control permits. B. Unfavorable weather. 1. Do not place, spread, or roll any fill material during unfavorable weather conditions. 2. Do not resume operations until moisture content and fill density aro satisfactory to ENGINEER. C. Pumping and drainage: 1. Provide, maintain, and use at all times during construction adequate means and devices to promptly remove and dispose of all water from every source entering the excavations or other parts of the Work. 2. Dewater by means which will ensure dry excavations, pressure final linea and grades, and do not disturb or displace adjacent soil. Use wells, portable pumps, temporary underdrains or other methods as is necessary. 3. Perform pumping and drainage: a. In such a manner to cause no damage to property or structures and without interference with the rights of the public, owners of private property, pedestrians, vehicular traffic, or the work of other contractors. b. in accordance with all pertinent laws, rules, ordinances and regulations. 4. Do not overload or obstruct existing drainage facilities. 5. Provide berms or channels to prevent flooding of subgrade. Promptly remove all water collected in depression. 3.05 DISPOSAL OF EXCESS EXCAVATED MATERIAL: A. General: 1. Remove and properly dispose of all excavated material not needed to complete filling and backfilling. 2. Dispose of excess excavated material at a location off the Site. (Unless otherwise specified) 3. Disposal of materials shall not violate laws, rules, regulations and the like regarding the filling of flood plains, wet lands and other environmentally sensitive areas. 4. Provide adequate controls to maintain disposal sites in a neat and safe condition by periodic leveling of material, the control of erosion and such other practices as are necessary. 3.06 CLEANUP: A. Upon completion of the work of this Section, remove all rubbish, trash, and debris resulting form construction operations. Remove surplus equipment and tools. Leave the Site in a neat and orderly condition acceptable to ENGINEER, and in conformance with Section 01562 -Cleaning. SECTION• 03000 CONCRETE REQUIREMENTS 1. All concrete work Is outlined in the accompanying ampllfled specifications. SECTION: 04000 MASONRY REQUIREMENTS, 1. Alt masonry work Is outlined In the accompanying amplified specifications. SPECIAL REQUIREMENT& 1. MASONRY CONTRACTOR WILL BE RESPONSIBLE FOR SETTING VERTICAL REBAR IN FOOTERS AT PROPER LOCATIONS. WORK TO BE COORDINATED WITH FOOTER CONTRACTOR. 2. MASONRY CONTRACTOR WILL BE RESPONSIBLE TO FURNISH BRACING MATERIAL AND BRACE ALL BLOCK WALLS DURING CONSTRUCTION. 3. MASONRY CONTRACTOR TO INSTALL ALL STEEL WALK DOOR FRAMES. 4. THE TOPS OF ALL MASONRY WALLS TO BE COVERED (AT THE END OF EACH WORK DAY) TO PREVENT ANY MOISTURE FROM ENTERING THE WALL SYSTEM. SECTION: 05000 METAL FABRICATIONS SCOPE Furnish all labor, material, tools, and equipment necessary to complete all steel, and Iron work shown on the drawings and herein specified, GENERAL m Design fabrication shall comply with the recommendations of the American Institute of Steel Construction, latest edition, STRUCTURAL STEEL Materlati Structural steel shall conform to ASTM Serial Designation A-36. Erectlorn All work shall be executed by experienced craftsmen In accordance with the best practice In Iron and steel work. Weldingo Welding shall be done by the shlelded arc method in accordance with the Standard Code for Arc and Gas Welding In Building Construction, American Welding Society, latest edition, Palntingi All steel, except that which will be encased In concrete, shall be given a prime coat of rust Inhibitive paint before delivery to the job. Other Materials, All materials not specifically described, but new and of required for complete and proper Installation shall be n the best quality. GUTTERS, DOWNSPOUTS AND PARAPET CAPS 1. PARAPET CAP AND TOWER ROOF METAL TO BE 24 GAUGE METAL WITH KYNAR 500 FINISH 2. INSTALL CANOPY SYSTEM PER PLANS. 3. ALL GUTTERS TO BE 6' METAL GUTTERS. 4. ALL DOWNSPOUTS TO BE 4'x 5' METAL DOWNSPOUTS, SECTION• 07000 ROOFING SYSTEM REQUIREMENTS, 1. THE ROOF SHALL BE A DURALAST ROOF SYSTEM INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. SECTION: 08000 STORE FRONT REQUIREMENTS, A. ALUMINUM DOORS AND FRAMES PART 1 -GENERAL 1.01 SUMMARY A Section includes: 1. This Section includes, but Is not necessarily limited to, the furnishing and installation of the major items listed below as indicated on the Drawings, as specified heroin, and as necessary for the proper and complete performance of the Work. 2. Major items: a. Aluminum exterior doors with hardware except lock cylinders and where noted to be by Section 08700 - Hardware. b. Aluminum frames for exterior doors, including preparation for door hardware. B. Related Sections: 1. Documents affecting work of this Section include, but are not necessarily limited to: a. General Conditions, Supplementary Conditions and Sections in Division 1 of these Specifications. b. Section 08700 - Hardware. c. Section 08800 - Glazing. 1.02 REFERENCES: A. Except as herein specified or as indicated on the Drawings, the work of this Section shall comply with the following: 1. AAMA - Architectural Aluminum Manufacturer's Association: a. 605.2 - Voluntary Specification for High Performance Organic Coatings on Architectural Extrusions and Panels. 2. NAAMM - National Association of Architectural Metal Manufacturers a. Entrance Manual. 1.03 SUBMITTALS: A. Submit in accordance with Section 01300 - Submittals. B. Shop Drawings: 1. Submit for aluminum doors and frames. 2. Required information: a. Dimensions. b. Details of fabrication and installation. C. Manufacturer's literature: 1. Submit for aluminum doors and frames. 2. Submit Manufacturer's installation instructions. 1.04 QUALITY ASSURANCE: A. Qualifications: 1. Fabrication and installation personnel: a. Trained and experienced in the fabrication and installation of the materials and equipment. b. Knowledgeable of the design and the reviewed Shop Drawings. 1.05 DELIVERY, STORAGE AND HANDLING: A. Receiving and storage: 1. All materials shall be delivered in original, unbroken, brand marked containers or wrapping as applicable. 2. Handle and store materials: a. In a manner which will prevent: 1) Deterioration or damage. 2 Contamination with foreign matter. 3 Damage by weather or elements. B. Rejected material and replacements: 1. Reject damaged, deteriorated or contaminated material and immediately remove from the site. 2. Replace rejected materials with new materials at no additional cost to OWNER. 1.06 WARRANTY: A. Requirements: 1. Furnish 2 copies of written warranty signed by Manufacturer, Installer and CONTRACTOR. 2. Agreeing to replace doors and frames which fail in materials or workmanship within 3 years of Substantial Completion. 3. Failures include, but aro not necessarily limited to failures in operation of doors or hardware, excessive leakage or air infiltration, excessive deflections, delamination of panels, excessive deterioration of finish or metal, and defects in accessories, weatherstripping, and other components of the work. PART 2 -PRODUCTS 2.01 MANUFACTURED UNITS: A. Aluminum frame doors: 1. Manufacturers and type: a. Kowneer Medium Stile door as manufatured by Kowneer Company,inc 555 Guthridge Court, Norcross, Georgia 30092, 1-404-449-5555. b. Tubelite Medium Stile as manufactured by Tubelite Indal Architectural Systems (616) 832-2211. 2. Material: a. Door sections shall be extruded aluminum 6063-T5 alloy with wall thickness of 0.125 -inch nominal. b. Moldings, trim, and stops shall be 0.050 -inch nominal thickness. c. Weatherstripping shall be silicon treated plastic pile. 3. Constriction: a. Doors shall have mortised and reinforced corners, with 3/8 -inch steel tension rod. b. Fastenings shall be stainless steel or canyon steel cadmium plated. c. With 6 -inch high top roll. 4. Finish: a. Dark Bronze anodized aluminum. b. Free of scratches and blemishes. 5. Glazing preparation: a. Extruded aluminum snap -in glazing stops. b. Arranged for 1/4 -inch thick tempered and 1 -inch thick insulating glass. PART 3 - EXECUTION 3.01 INSTALLATION: A. General: 1. Installation shall be in accordance with Manufaturer's and glass Manufocturer's printed instructions. 2. Install frames plumb and true. 3. Join frames rigidly, securely anchored to adjacent construction. B. Door glass: 1. Install door glass in accordance with Section 08800 - Glazing. 3.02 CLEANING: A. Prior to acceptance of the work of the Section, thoroughly clean all installed materials and equipment and related areas in accordance with Section 01562 - Cleaning. SECTION: 09000 FINISHES REQUIREMENTS A. GYPSUM BOARD SYSTEM PART 1 - GENERAL 1.01 SUMMARY: A. Section includes: 1. This Section includes, but is not necessarily limited to, the furnishing and installation of gypsum board and metal support system construction as indicated on the Drawings, as specified herein, and as necessary for the proper and complete performance of the Work. B. Related Sections: 1. Documents affecting work of this Section include, but aro not necessarily limited to: a. General Conditions, Supplementary Conditions and Sections in Division 1 of these Specifications. b. Section 06100 - Rough Carpentry . c. Section 07210 - Insulation. d. Section 07900 - Joint Sealants. 1.02 REFERENCES: A Except as hereto specified or as indicated on the Drawings, the work of this Section shall comply with the following: 1. ASTM Standard Specifications: a. A 525 - General Requirements for Sheet Steel, Zinc -coated (galvanized) by the Hot -Dip Process. b. A 641 - Zinc -coated (Galvanized) Carbon Steel Wire. c. A 792 - Steel Sheet, Aluminum -Zinc Alloy Coated by the Hot -Dip Process. d. C 36 - Gypsum Wallboard. e. C 79 - Gypsum Sheathing Board. f. C 475 - Joint Treatment Materials for Gypsum Wallboard Constructions. g. C 645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track) and Rigid Furring Channels for Screw Application of Gypsum Board h. C 840 - Application and Finishing of Gypsum Board. 2. ASTM Test Methods: a. E 96 - Water Vapor Transmission of Materials. b. E 119 - Fire Tests of Building Construction and Materials. 3. Uniform Building Code. 1.03 SUBMITTALS: A. Submit in accordance with Section 01300 - Submittals. B. Product data: 1. Submit for each gypsum board system component. 2. Submit Manufacturer's product specifications and installation instructions, including other data as may be required to show compliance with these Specifications. 1.04 DELIVERY, STORAGE AND HANDLING: A. Deriver materials in original packages, containers or bundles bearing brand name and identification of Manufacturer of Supplier. 1.05 CLEANING: A. Prior to acceptance of the work of the Section, thoroughly clean and remove stains from all installation materials, and related areas in accordance with Section 01562 - Cleaning. B. ACOUSTICAL TREATMENT PART 1 - GENERAL 1.01 SUMMARY: A. Section includes: 1. This Section includes, but is not necessarily limited to, the furnishing and installation of the major items listed below as indicated on the Drawings, as specified herein, and as necessary for the proper and complete performance of the Work. 2. Major items: a. Acoustical ceiling panels. b. Exposed suspension system. 1.02 DESIGN AND PERFORMANCE REQUIREMENTS: A. Codes and standards: 1. Acoustical materials shall be in accordance with the technical data listed in the current bulletin Performance Date, published by the Acoustical & Insulating Materials Association. 2. Acoustical material shall be Flame Spread Class 25 or lose complying with Federal Specification SS -S -118A. 3. Suspension em shall comply with ASTM C 635 and ASTM C 636 intermediate duty. 4. All material shall have a Class I flame spread rating complying with ASTM E 84 tunnel test method and carry corresponding UL label. 5. Size attachment devices for hangers for acoustical panels for 5 times design load indicated in ASTM C 635, Table 1, Direct Hung. 6. Fire rated ceilings and suspended grid systems shall meet the requirements of Underwriters Laboratory (UL) Design Number P225, including enclosures around all light fixtures. 7. Install to meet the requirements of ASTM E 580. 1.03 SUBMITTALS: A. Submit in accordance with Section 01300 - Submittals. B. Manufacturer's literature: 1. Submit for ceiling tile and suspension system. 2. Illustrating Products and installation requirements. 1.04 SEQUENCING AND SCHEDULING: A. Do not install acoustical ceiling system until all work is completed above the ceiling. B. Coordinate layout and installation of ceiling panel system with other work supported by or penetrating through ceiling. 1.04 INSTALLATION: A. Ceiling systems: 1. Install all ceiling tile and suspension system in strict accordance with ASTM C 636, the Manufacturer's recommendations and the recommendations of the Acoustical do Insulating Materials Association. Use a laser instrument to ensure that ceiling is level 2. Hanger wires shall be spaced not over 4'0" on center and shall be attached to the structure above. Support each comer of each light fixture. 3. Suspension system shall be at the heights shown for the various areas and be level throughout. 4. When completely installed, the grid systems shall be rigid against a side sway. 5. Primary furring member shall be no greater than 4'0" on center. 6. Secondary members shall be installed in accordance with the spacing and other requirements of the systems of which the yy are a part 7. In connection with all systems, extra members shall be used to accommodate all ceiling openings required for the work of others. 8. Install edgemold at intersection of suspended ceiling and vertical surfaces. 9. All outside comers shall have corner caps. 10. Coordinate the installation of the ceiling with the installation of lights, ductwork, grilles, etc. 11. Panels shall be laid out symmetrically with the room axis with units of the some size at opposite walls of area, layout shall permit largest border units possible. 12. Notch hemmed edges of tee bar at intersections of crosetees. 13. Suspend system from structural steel or steel joists. Support from metal deck is not permitted. 14. Center ceiling registers and light fixtures on 1 panel or comer meeting point of 4 panels. 15. Center surface mounted light fixtures on row or joint. 16. Install fire rated ceiling in accordance with UL Design No. P225 including holddown clips and enclosures over all light fixtures and diffusers as indicated on Drawings. 17. Installation shall be as required to meet the requirements of the applicable Uniform Building Code Siesmic Zone. 1.05 CLEANING: A. Prior to acceptance of the work of this Section, thoroughly clean all installed materials and related areas in accordance with Section 01562 Cleaning. PART 1 -GENERAL 1.01 QUALITY ASSURANCE: A. General: 1. All work may be inspected as to proper surface preparation, pretreatment, priming, dry film thickness, curing, color and workmanship. Applicable standards, test methods and inspection equipment includes: a. SSPC-VIS-1 photographic blast cleaning standards (latest revision) b. Inspector's wet film and dry film thickness gages. c. Zorelco 369/PHD pin hole detector. d. Mark 11 Tooke Gage. 1.02 PROJECT CONDITIONS: A. Environmental requirements: 1. Comply with Manufacturers recommendations regarding environmental conditions under which coatings may be applied: 2. Environmental conditions which affect coating application include, but aro not necessarily limited to: ambient air temperature, surface temperature, humidity, dew point and environmental cleanliness. 3. Do not expose epoxies during application and cure to sunlight and heaters that emit carbon dioxide and carbon monoxide. 4. CONTRACTOR shall demonstrate acceptability of environmental conditions as required by ARCHITECT. 1.03 MAINTENANCE: A. Leave with OWNER 3X minimum extra quantity (at least one gallon) of each type and color of paint used for finish coats and one gallon of each type of thinner required. Containers shall be tightly sealed and clearly labeled. PART 2 -CONCRETE 2.01 CONCRETE BLOCK (STANDARD OR SPLIT FACE): A. Apply Coat 896 Acrylic Block Filler at a spread rote of 70-100 sq.fL Per gallon: Depending on type of Block. All pours and voids must be filled. B. Finish Coat (Acrylic Exterior Paint) Either. 1. 1 or 2 coats of Porter 519 series acrylic ext. paint or equal or, 2. 1 or 2 coats of Porter 929 series acrylic ext. paint or equal. C. Finish Coat (Elostomeric) Either. 1. 1 Coat of Porter 6000 Porterflex at approx. 80-100 sq.ft. per gallon or equal or, 2. 2 Coats of Porter 6000 Porterflex or equal pinhole The final result must be o void free- pl hal free point film. D. If Accent stripe is to be used, aptly 1 coat of Porter 514 flat or 614 gloss or equal acrylic in accent color over the materials used on the body of the building. PART 3 -POURED OR PRECAST CONCRETE A. Apply 1 Coat of Porter 898 Pigmented Bonding Primer or equal used according to Product data sheet with 5143 HD thinner or equal. B. Finish Coats will be some as listed for block (above). PART 4 - BARE METAL (DOORS, PIPES, OR ELECTRICAL BOXES) A. Remove any loose rust. B. Prime with Porter- interlac 290 metal primer or equal. C. Apply 1 coat of Porter 619 series Gloss Acrylic Ext. or equal. PART 5 - PREPRIMED METAL A. Apply 1 coat of Porter 619 series Acrylic Gloss Enamel or equal. PART 6 - BARE GALVANIZE A. Wipe with thinner to remove any oils. B. Etch with Golvaprep, rinse and let dry. C. Prime with Porter 215 Rust screen or equal. D. Apply 1OR2 coat Porter 519 series flat or 619 series Gloss Acrylic or equal. PART 7. EXAMINATION A Inspection: 1. Prior to the commencement of surface preparation or other coating activities, thoroughly inspect the surfaces to determine if the Work is ready to be prepared and painted. 2. Report in writing to ARCHITECT, all conditions that may potentially affect proper application. 3. Do not commence surface preparation or other coating activities until such defects have been corrected. B. Correction of defects: 1. Correct defects and deficiencies in surfaces which may adversely affect work of the Section. PART 8. CLEANING: A. Remove spilled, splashed or spattered paint from all surfaces. B. Do not mar surface finish of item being cleaned. C. Prior to acceptance of the Work of this Section, thoroughly clean all painted surfaces and related areas in accordance with Section 01562 - Cleaning. PART 9. PROTECTION: A. General: 1. Adequately protect other surfaces from paint and damage. 2. Repair damage as a result of inadequate or unsuitable protection. B. Protective materials: 1. Furnish sufficient drop cloths, shields, and protective equipment to prevent spray or droppings from fouling surfaces not being painted and in particular, surfaces within storage and preparation area. C. Electrical plates and hardware: 1. Remove electrical plates, surface hardware, fittings and fastenings prior to painting operations. 2. These items are to be carefully stored, cleaned and replaced upon completion of work in each area. 3. Do not use solvent to clean hardware that may remove permanent lacquer finish. SECTION: 15000 MECHANICAL REQUIREMENTS, A. PLUMBING SCOPE Furnish all labor, material, equipment and services necessary to complete Installation of all waste systems, drainage systems, vent systems, hot and cold water systems and all plumbing fixtures shown on the drawings and herein specified. SPECIAL REQUIREMENTS 1. DELTA OR PEERLESS FAUCETS TO BE INSTALLED OR ACCEPTED EQUAL. 2. GERBER OR KOHLER HANDICAP TANK TYPE WATER CLOSETS AND LAVATORIES TO BE INSTALLED OR APPROVED EQUAL. 3. A.G. SMITH WALL HUNG WATER HEATERS TO BE INSTALLED IN RESTROOM ON WALL BRACKETS. 4. 1 1/2' FLOOR DRAINS (WITH COVER) TO BE INSTALLED IN ALL RESTROOMS. 5, ALL WATER LINES INSTALLED TO BE COPPER. 6. ALL WATER LINES ABOVE CEILING TO BE INSULATED. 7. ALL WATER LINES IN CEILINGS WITH RETURN AIR SYSTEMS SHALL BE WRAPPED IN FIRE RATED INSULATION. 9. ALL WATER LINES TO HAVE SHUT-OFF VALVES IN METER ROOM AND WHERE ENTERING UNITS. 10. ALL PLUMBING VENTS AND DRAINS TO BE PVC. (PIPES IN CEILINGS WITH RETURN AIR SYSTEMS TO BE WRAPPED IN FIRE RATED INSULATION) 11, ROOF FLASHINGS (ON DURALAST ROOFING SYSTEM) TO BE BY ROOFING CONTRACTOR. NOTE, ALL RESTROOMS TO HAVE THE FOLLOWING ITEMS INSTALLED, 1. HANDICAP BARS. 2. 20' X 24' MIRROR. 3. TOILET PAPER DISPENSER. 4. PAPER TOWEL HOLDER. CODES AND REGULATIONS Comply with the BOCA Plumbing Code, the State Plumbing Rules, the State Energy Conservation Code or the local codes having jurisdiction In the particular area. MATERIALS Genernl� All material specified below shall conform to the standards listed In Table A -Plumbing Material Standards of the BOCA Plumbing Code. WATER HEATERS Genernl� All water heaters shall be listed and labeled by a nationally recognized testing and Inspection agency, and Installed In accordance with the listing. All domestic hot water systems shall be equipped with means for limiting the temperature of the hot water for personal use at the fixtures to 140 degrees fahrenhelt. All water heaters shall be provided with a resenting type temperature and pressure relief valve constructed, listed and Installed In accordance with ANSI Z21.22, In addltlon to the energy cut off device Installed by the heater manufacturer. Water heaters shall be provided with tank connections of stainless steel, copperlined steel, brass or copper plated steel threaded pipe nipples equipped with electrically Inert waterway permanently fixed to each nipple. Dip tube may be metallic, electrically Insulated from the tank or non-metallic conforming to ANSI A21.10. Copper dip tubes may be used with brass nipples without dielectric fittings In copper tanks. In addition to water temperature control required, all water heaters shall be equipped with pressure and temperature relieve protection. The drain line from the temperature and pressure relief valve shall be galvanized pipe or hard drawn copper. This line will drain Into an approved receptor In a manner constituting as indirect waste. Dielectric unlons will be used to connect water lines to the venter heater. IIIA:( Ili:1 Plumbing trenches under slabs shall be bnckfllled with granular material and compacted to 98X.. SANITARY SYSTEM Laying Pipes Establish all flow conditions prior to commencing work In order to avoid conflicts. Contractor will be allowed reasonable variations from the established grades and elevation of those shown on the plans In order to meet the final and exact condition. Vents.; Fixtures shall be vented as Indicated on drawings. Vents and soil stocks shall be extended through the roof. They shall be terminated 16' above the roof and flashed with an approved flashing by Dura -last Roofing Contractor. Hangers and Supportsi Conform to Article 13 of the BOCA National Plumbing Code. Covering of Work, No work shall be covered until the required tests have been made and approval for cover-up has been granted by the Inspector. Testsi In accordance with Article 17 of tNational Plumbing BOCA g Code. Sterlllzatlon of Water Plpings The Contractor shall flush the entire system of all Impurities. Additional disinfecting may be required by the local authority. Excuchlonsi Chrome plated, required where pipes pass through wall or floor, Exposed Piping and Fittings, Exposed Hotwater piping and fittings shall be Insulated t ADA requirements. per Testingi Comply with Article 17 of the MCA National Plumbing Code, SECTION:__ _1.5500 MECHANICAL REQUIREMENTS, B. HEATING AND AIR CONDITIONING SCOPE Furnish all labor, material, equipment and services necessary to complete Installation of all heating and air conditioning work and all fan duct work shown on the drawings and herein specified. SPECIAL REQUIREMENTS 1. ALL BRANCH LINES TO BE MYLAR COATED FLEXIBLE INSULATED DUCT MAIN TRUNK LINES TO BE INSULATED METAL DUCT. 2. ALL SUPPLY DIFFUSERS TO BE 24'x 24'. 3. HEATING CONTRACTOR TO SUPPLY RESTROOM FANS AND VENTS LOCATED PER PLANS. 4. ALL RTU SIZES AND SPECIFICATIONS LISTED ON THE MECHANICAL PLAN SHEETS. 5. HEATING CONTRACTOR TO FURNISH AND INSTALL ALL REQUIRED GAS LINES. CODE COMPLIANCES Comply with the BOCA Mechanical Code, the State Mechanical Rules, and the State Energy Conservation Code, or other local code having Jurisdiction In the particular area. HEATING EQUIPMENT Generali All equipment shall conform to the requirements of the latest edition of the Energy Conservation Code. The minimum efficiency rating of all electric heating and cooling equipment shall be a minimum of 9,0 SEER. The contractor shall verify that the equipment prior to submitting his bid, AIR CONDITIONING EQUIPMENT Generali All equipment shall conform to the requirements of the latest edition of the Energy Conservation Code. The minimum efficiency rating of all electric heating and cooling equipment shall be a minimum of 9.0 SEER, The contractor shall verify that the equipment prior to submitting his bid. INTENT Heatingi It Is the Intent of the drawings and specifications to provide for the Installation of a heating system which Is safe, quiet and economical In operation and complete In all respects and which will provide a uniform temperature of 72 degrees fahrenhelt In all living spaces and temperature In other spaces as may be noted on the drawings, when the outside temperature Is at +2 degrees fahrenhelt. All materials and equipment necessary to accomplish this Intent shall be furnished and Installed by the Contractor. Air Conditloningi It Is the Intent of the drawings and specifications to provide for the Installation of n cooling system which Is safe, quiet and economical In operation and complete In all respects and which will provide a temperature of 78 degrees fcihrenheit and 50X relative humidity at a dry bulb temperature of 90 degrees fahrenhelt and wet bulb temperature of 74 degrees fahrenhelt. Accomplishment of these Intents shall be furnished and Installed by the Contractor. TESTS Each system shall be tested to Insure that the Intent stated above has been realized. Bonnet temperature and equipment noise level shall be checked to Insure proper equipment operation. Air flow at each register shall be checked to Insure proper and unrestricted air flow through the duct system. BACKDRAFT DAMPERS Air discharge openings through roofs or exterior walls shall be protected against the entrance of rain, snow, birds, large Insects and foreign objects. Automatic louvers or backdraft dampers shall be provided on other than attic ventilators to prevent a reverse flow of air when the fan Is not In operation. SECTION: 15900 MECHANICAL REQUIREMENTS C. FIRE PROTECTION SCOPE All Flre Suppreslons Systems to be designed and submitted by Fire Protection Contractor. Flow Indlcater to be Installed on Sprinkler Systems Riser for connection to alarm. (Alarm to be Supplied and Installed by Owner) SECTION: 16000 ELECTRICAL REQUIREMENT& iii Furnish all labor, material, equipment and services necessary to Install and connect all electrical equipment shown on the drawings and specified In these specifications, SPECIAL REQUIREMENT& 1. ALL WIRING SHALL TO BE #12 MINIMUM COPPER. 2. ALL ELECTRIC SERVICE INFORMATION TO BE COORDINATED WITH LOCAL UTILITY REQUIREMENTS. 3. ALL ELECTRIC PANELS TO BE COPPER BUSS TYPE, 4. ALL CONDUITS TO BE STRAPPED OR CLAMPED ACCORDING TO NEC AND ALL BENDS TO BE MADE WITH APPROVED BENDERS. 5. ALL JUNCTION BOXES ARE TO HAVE COVERS INSTALLED AND CIRCUITS CONTAINED INSIDE TO BE MARKED ON COVER. 6. ALL RECEPTACLES TO BE 16' TO CENTER A.F.F. UNLESS OTHERWISE NOTED. 7. NO MORE THAN FIVE (5) RECEPTACLES SHALL BE ALLOWED ON ANY ONE (1) CIRCUIT, 8. ALL PANELS SHALL HAVE TYPED IDENTIFICATION LABLES FOR ALL CIRCUITS. 9. A SEPERATE GROUND WIRE SHALL BE PULLED IN ALL CONDUIT RUNS AND SHALL BE CONTINUOUS THROUGH SYSTEM. (EMT IS NOT AN ACCEPTABLE GROUND) 10, THERE WILL BE A WATER PIPE GROUND ALONG WITH BUILDING GROUND FOR THE SERVICE. 11. ALL WEATHERPROOF COVERS SHALL BE FLUSH, COVERED AND GASKETED TO KEEP OUT ANY MOISTURE, 12. ALL ELECTRICAL CONNECTIONS SHALL BE DONE BY APPROVED METHODS. 13. ALL CONDUITS AND WIRING FOR ELECTRICAL SERVICE TO BE FURNISHED AND INSTALLED PER LOCAL POWER COMPANYS REQUIREMENTS. 14, TELEPHONE SERVICE CONDUIT TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. GENERAL The Installation shall comply with all laws of local regulating authorities, the regulations of the current edition of the Natlolnal Electric Code and with wiring rules of the local electrical utility company. After completion of work, the Contractor shall furnish the Owner, a certificate of final Inspection and approval from the local Inspection department or bureau having ,Jurisdiction, MATERIAL Prohibited Materials The use of aluminum wire Is prohibited. all material shall be new, bearing Underwriter's stamp of approval. WORKMANSHIP All work shall be executed In a workmanlike manner and shall present a neat appearance when completed. Markers Each meter and Its associated switch shall be Identified by number. Each meter and switch shall have a panel, Sleeves Passage of conduit through any firewall shall be provided with pipe sleeves. seat space between and conduit with fireproof caulking. PROGRESS OF WORK The Contractor shalt order the progress of this work so as to conform to the progress of the work of other trades and shall complete the entire Installation as soon as the condition of the building will permit. Z O U) cc Baxter &c SET Engine erirtg L.L.C. 410 North U,S, 31 White(and, Indiana 46184 Phone No. 1 (317) 535-4094 Fax No, 1 (317) 535-3012 Email: info@baxterset,com �r:�� M M � O W � �� I-� ~! O U rHl I� W W W �� �� U I In' - .I I"'"1 N V1 Q- U Job No.: Date: 04077 11-2-04 Drawn By: Checked By: Scale: KDW TAB I NONE CAD FILE: G:\04077\SPEC.DWG `\\\\N\l I I I A/////// \N < ' G1" BA T //// No, _ _-O:. i9700309 �*_ i STATE OF : Q � i� � � �VA� \L / till %\\\\ CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: