EAST HICKMAN HIGH SCHOOL MARTIN AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LIBITE STATE PROJECT 911 ADDRESS: OWNER: INDEX OF DRAWINGS CODE INFORMATION 7700 TN-7 HICKMAN COUNTY SCHOOLS DRAWINGS: ISSUE DATE. REVISION DATE: REVISION NO. PROJECT DESCRIPTION: LYLES, TENNESSEE 37008 CENTERVILLE, TENNESSEE T10 TITLE LIFE SAFETY PLAN 07/18/2025 09 2025 Structure includes wood-framed single-story structure with wood truss roof system over slab on grade HICKMAN COUNTY, TENNESSEE foundation Contents include two classrooms with loitet rooms in each CO 0 TITLE SHEET 07/14/2005 09 05 2023 DESIGN TEAM: C10 DEMOSITION PLAN 6/18/2020 2025 C20 SITE UNITY PLAN 81.05.2025 REGULATORY REQUIREMENTS: C30 GRADPIG PLAN 07/18/2025 01-05 2025 ARCHITECTURAL: STRUCTURAL: The 2012 International Budding Code and the 2012 Life Safety Code are the governing construction codes CA0 DETAIL SHEET 07/18/2025 09 05 2025 LYLE COOK MARTIN ARCHITECTS K&S STRUCTURAL ENGINEERS The construction is Type IIIB. The occupancy type shall be Educational Accessibility is governed by the 2010 ADA 310 FRANKLIN ST P.O. BOX 3033/124 HILLCREST DR A20 FLOOR PLANS REFLECTED COLING ROOF PLAN CLARKSVILLE, TENNESSEE 37040 CLARKSVILLE TENNESSEE 37043 A30 ELEVATIONS SCHEDULES 07/18/2025 A40 BULDING SECTIONS APPLICABLE CODES AND REGULATIONS BUILDING DEPARTMENT: 2012 International Building Code Director Robert Atkinson CIVIL: MECHANICAL ELECTRICAL LUMBING: $10 GENERAL NOTES SCHEDULE 01/18/2025 (excluding Ch 11 & Sec 3411) FOUNDATION PLA 07/18/2015 114 N Central Avenue, Suite 101 SOUTHERN CONSULTING ENTECH ENGINEERING SII 1208 HIGHWAY 47 EAST 2048 SIDCO DR S21 NOOF PLAN AMAZON 2012 International Energy Conservation Code Centerville, Tennessee 37033 S31 DETAILS 87/18/2025 2012 International Mechanical Code DICKSON TENNESSEE 37055 NASHVILLE, TENNESSEE 37204 $41 FRAMING FAILS 07/18/2023 2017 National Electric Code, NFPA 70 HICKMAN COUNTY FIRE DEPARTMENT Fire Chief Kevin Baxter 2012 International Plumbing Code 7669 TN-7 MII HVAC LEGENDS AND SCHEDULES 07/18/2025 2012 International Fire Code Lyles, Tennessee 37098 M21 FLOOR PLAN 07/18/2023 2012 NFPA 101 Life Salety Code M31 IIVAC DETAILS 07/18/2025 2010 ADA Standards for Accessible Design LYLE-COOK.MARTIN 310 Franklin Street / Clarksville, TN 37040 TEL 931 552 4771 email: bmartin@lylecookmarin com P2 0 FLOVING LEGENDS SCHEDULES AND DETALS 07/18/2025 P21 PLUMBING FLOOR PLAN IECC CLIMATE ZONE 4A E01 ELECTHICAL FLOOR PLAN 01/18/2015 09 05 2025 OCCUPANCY TYPE: E-EDUCATION E11 LIGHTING 1008 PLAN anthous E21 FORER/SYSTEMS FLOOR PLAN 01 06 2025 OCCUPANCY FREQUENCY: '00 AM 5:00 PM M-F E31 ELECTRICAL DETAILS 07/18/2025 E32 ELECTRICAL DETAILS 07/18/2025 GRF CORESS RED CONSTRUCTION TYPE V-B NONPROTECTED. NONSPRINKLERED E51 ELECTRICAL LEGENDS AND SCHEDULES 6/18/2025 MM 2025 PERSONS 11 PERSONS EB 1 ELECTRICAL MISCH BOARDS 01/18/2020 ****** OCCUPANCY SEPARATION: N (PER IBC TABLE 508 4) CAPACITY CAPACITY 1172 MAS MAXIMUM ALLOWABLE AREA: 9,500 SO.FT. 227 165 ACTUAL BUILDING AREA GROUP E: FT. GENERAL NOTES: TOTAL BUILDING AREA 2,400 SQ. FT. Documentation of Existing Conditions: и is the MAXIMUM ALLOWABLE OCCUPANCY responsibility of the Contractor to document existing conditions concerning existing damage that could be construed to have been EDUCATION- caused by construction operations. This may VOCATIONAL ROOM 2,142 SQ FT./50 NET= 43 OCCUPANTS THE be by methods of the Contractor's choosing. TOTAL MAXIMUM OCCUPANTS 43 OCCUPANTS either video or digital photography All MAR conditions must be documented and Med with MAXIMUM LLOWABLE HEIGHT: 40'-0" GROUP-E STORIES the Architect prior to construction. (TABLE 503 IBC) HVAC , Provide surface mounted brocketed fire ACTUAL HEIGHT: 21'10-1/2" STORY extinguishers, indicated with "FE" DO plan- 4 (four) total MAXIMUM ALLOWABLE EXIT 200'-0" TRAVEL DISTANCE: (TABLE 1016 IBC) LEGEND OF ABBREVIATIONS: EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE TITLE SHEET & LIFE SAFETY PLAN APPROX APPROXIMATE MINUMUM INSULATIVE VALUES FIRE SEPARATION DISTANCE REQ REQUIRED (PER IECC TABLES C402.1.3. C402. 4) ASSUMED IMAGINARY LOT LINE BETWEEN REF. REFERENCE TO BUILDINGS TABLE 602 CL CENTER LINE ROOF INSULATION R-38 O.C. ONCENTER FIRE SEPARATION DISTANCE FROM PROPOSED WALLS ABOVE GRADE R-19 FE FIRE EXTINGUISHER BUILDING TO ADJACENT EXISTING GREEN HOUSE MAX MAXIMUM SLAB ON GRADE FLOOR NR BUILDING 20'-6" CHEAM OPP HAND OPPOSITE HAND ENTRANCE DOORS U-0.37 (10'-3" CLEAR EACH SIDE OF IMAGINARY FSD LINE) TYP. TYPICAL GARAGE DOORS U-0.31 SIM. SIMILAR PER TABLE 602 & SECTION 705.5 MAX TRAVEL DISTANCE 35'-10 |- GYP GYPSUM LOADING CONSTRUCTION TYPE VB MAX TRAVEL DISTANCE 25-10 SF SQUARE FOOT 1402.1 G8 GYPSUM WALL BOARD RAD LVT LUXURY VINYL TILE ACTUAL IMAGINARY FSD LINE= 10'-3" 07/18/2025 CJC FIRE SEPARATION DISTANCE = See Structural Drawings for all loading criteria 10'-0" s FIRE SEPARATION DISTANCE <30'-0" 09 2025 well (iii) PT PAINT SYSTEM FIRE RESISTANCE RATING (RATING NOT REQUIRED) O RCB RESILIENT (VINYL/RUBBER) COVE BASE 0 PER TABLE 601 Date ROOF LINE "NOTE Project No Date ADDITIONAL INDIVIDUAL ABBREVIATIONS Drawn By ARE LISTED PER DRAWING SHEET AND PER # CONSUL TANT DRAWINGS FOR EXAMPLE EGRESS EGRE REQ REFERENCE ABBREVIATIONS ON WALL LEGEND 10 PERSONS PERSONS CAPACITY CAPACITY SHEET 11010R0008 SCHEDULE RDOM FINSHAND 3372 105 165 TOILET ACCESSORY ABBREVIATIONS ETC EXTERIOR WALL 2x6 WOOD STUD FRAMING INTERIOR STUD WALL (2X6 WOOD STUD FRAMING WITH 3 SOUND BATT INSULATION AT CENTER WALL, 2X4 WOOD STUD FRAMING WITH 3 1- SOUND BATT INSULATION AT 1 LIFE SAFETY PLAN TOILET ROOM WALLS & CEILING FRAMING) T1.0 A1.0 SCALE 3/16"w1'0" MEMBER B. SMITH EAST HICKMAN HIGH SCHOOL STATE OF AGRICULTURAL/VOCATIONAL EDUCATION BUILDING HICKMAN COUNTY BOARD OF EDUCATION LYLE COOK MARTIN ARCHITECTS 310 Franklin Street / Clarksvillo, TN 37040 911 ADDRESS 7700 TN-7 HIGHWAY TEL 931 552 4771 email: bmartin@lylecookmartin com LYLES, HICKMAN COUNTY, TENNESSEE September 05, 2025 Sheet List Table PROPERTY INFORMATION DATUM INFORMATION Sheet Number OWNER/DEVELOPER HICKMAN COUNTY BOARD OF EDUCATION STATE PLANE COORDINATE SYSTEM TENNESSLE EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE TITLE SHEET Sheet Tille 931 3391 SERTICAL DATUM NAVD &B C0.0 TITLE SHEET 115 MURPHAEE AVE GEODLIK DATUM NAD NJ GOOD MODEL G(DLD 12A CENTEIVILLE TENNESSEE 37033 C1.0 DEMOLOTION PLAN ENGINEER SOUTHERN - PREMESMITH PE C2,0 SITE & UTILITY PLAN 615 140-8771 FEDERAL FLOOD NOTE TSMITIOSOUTHERN TNCOM C3.0 GRADING PLAN 1208 HIGHWAY ATE THIS PROPERTY IS NOT LOCATED WITHIN THE 100 DICKSON. TENNESSEE 37055 YEAR LOUDPLAIN AS DESIGNATED ON CURRENT FEDERAL CMERGENCY MANAGEMENT AGENCY MAP C4.0 DETAIL SHEET NO 47081000900 EFFECTIVE DATE 7/16/2008 PROJECT LOCATION 1402.1 07/18/2025 DKW 09/05/2025 Project No I - Proced at issue Date Issue Date Drawn By Revenue Date Revenue Date Date C0.0 Southern Consulting Emproversing Manua Testage MONT B POLICY THE SIVIS OF Jany 10 10 20 SCALE DEMOLITION LEGEND SITE DEARDLITY ****** CONTING CURB GUTTER DEMOLITION APPROVIMATE carry or DISTURBASES DEMOLITION NOTES DESPOSITION NOTE S CONSTITUTE All DEMOUSINED 100 ANY UNSIRE or THE LYLE COOK-MARTIN T E ARCHITECTS THE SAMPLE NOM 10 PROVIDER ********* www 310 Franklin Street , , Clarksville TN 37040 and DOOR (MMINICATION NOT CERTIFY SMAGE M CONSTITUTE THE PRODUCT RELATED 30 THE TEL 931 552 4771 / / email bmarlin@lylecookmarlin com now ANY IN M AINED SHALL B! DAMAGED REPLACED WITH MATERIALS AS APPROVED THE DANU INPRESENTATIVE WORK THAN N COMMERCED INCIDENTAL TO THE CONTRACT ALL DEMOLITION CLEARING AND GRUBBING STALL BC REMOVED FROM fill PROJECT SITE NO BURNING OF PERISHABLE MAT TERIAL WILL BE PERMITTED - - ISSING PEPLACE - CLISTING SEWER MANHOLE ... 1 ADDIT) "A" I SS EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE DEMOLOTION PLAN 1140 (REMOVE) 1402.1 APPROXMATE (IMITS (if DISTURBANCE 10 342 B0 50 Tel 07/18/2025 DKW Date 09/05/2025 / à I I Drawn By Revision a Beach Date Payment Date Revision DMAS (REMISE REPLACE C1.0 Southern Consulting Engineering NECHWAY #TE IN 37055 5154 in THE B girth STATE Or : STALE 15 PAVING LEGEND I CONCRETE PAYEMENT (SEE DETAILS CONCRETE SIDEWALK (SEE DETAILS) NOTES DOOR OWNER: HICHMAN COUNTY BOARD OF EDUCATION ADDRESS 7700 IN-7 LYLES, TN 3700B 5TH CIVIL DISTRICT DEID. WARRANTY DEED RECORDIDGE 19. PAGE 0120 NONE TENNESSEE CONTROL MAP 039. PARCEL 017.01 LYLE-COOK-MARTIN ARCHITECTS HICKMAN COUNTY 310 E Franklin Street / Clarksville, TN 37040 A TEL 931.552.4771 / email: II bmartin@lylecookmartin com 6" STANDUP CURB CONCRETE SIDEWALK (MATCH EXISTING) Connection To Existing Service To 5' CONCRETE SIDEWALK Green House Facility Connect With 2" Branch Tee With Cut-Off Valve. CONCRETE PAVEMENT (SEE DETAILS) Contractor To Perform Exploratory Excavation To Verify Location. 10' EXISTING GAS LINE 22.13' SERVING GREENHOUSE EXISTING BREENHOUSE SEWER MANHOLE 10. 111 87857 "A" FL: 874.80 .04 (COORDINATE W/ SS 400 Building $876.80 10.25. PLUMBING PLANS) SANITARY SEWER CLEANOUT New 10.25 (SEE MECHANICAL PLANS) 3/4" PVC CL 200 DOMESTIC EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE SITE & UTILITY PLAN WATER SERVICE MAIN 20. (11) 78 L.F. 6" PVC SDR 26 20. SANITARY LATERAL @ 14.15% 60, 11'X12.5' CONCRETE PAD (4" MIN. THICKNESS) CUT-OFF VALVE AND VALVE BOX WITHIN 4' OF BUILDING 11'X12.5' CONCRETE PAD 1402.1 20. 07/18/2025 DKW (4" MIN. THICKNESS) 09/05/2025 10. 1 GAS LINE (SEE MECHANICAL PLANS) Proce No. 1 I Drever 8. Revelon Date Revision Date Rever Date 5' CONCRETE SIDEWALK C2.0 Southern Consulting Engreening Manual Testing # Services Convers 1708 HIGHWAY 411 DICKSON The STUSS (415) (T) SHOUL B. HAVE 11 SIVIS OF 10 SCALL GRADING LEGEND BOTTOM WALL PAYEMENT DOOR LYLE . . COOK YLE.COOKMARTIN MARTIN ARCHITECTS 310 Franklin Street / Clerksville TN 37040 A TEL 931 931 552.4771 / email: n bmartin@lylecookmarlin com medical UNITED GREATED ORDER UNIVERSITY District USEND SEWER MANHOLE "A" OF OF Building SS New 00 F.F.E $876.80 e GOMEN e EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE GRADING PLAN 09 UNITED ACUM 1402.1 07/18/2025 DKW $ QUESTION Date 09/05/2025 874 875 Project No No No. Dame I à Drawn Rever on Revision Date Revision Date Revenue Date X C3.0 Southern Consulting Engineering 1208 HID/WAY 416 1437055 (5)5) (40 8777 (1) (1) IIFS DETAILS ARE SUBJECT 10 CHANGE ACCORDING 10 THESE DETAILS ARE SUBJECT TO CHANGE ACCORDING in CONDITIONS THE SITE AND RECOMME NDATIONS OF THE CONDITIONS ON nur SUE AND) RECOMMENDATIONS Tid AND B SOB REPORT AIL DISCREPANCIES ARE 10 REPORTED SOA HEPORT ALL DISCREPANCE ARE TO DE REPONTED IVVEDIATELY 10 THE GENTECIONCAL ENGINEER IMMEDIATELY TO THE BENECIPICAL ENGINEER s'alle" **WZ* WW - one A/M [ - - - or 4000 PSI CONCRE TE will- TO ENTRAIR MSM MM BELAMP HERE unders S*AIR ENTRANCEMENT (MAY NUMP 4" MOTERAL AGGNEGAT DAYE MM www. winn BIRD KYWSIN ADD OF INCHES with LIGHT FR CONTRACTION JOHNS SHALL BE SPACEDA 15" STATE MM AUGATION BATE COUNT ILIOMPAL 583% FINISHAND 526" W2 W29 COURSE (COMPACT 10 100% - WWW.RA AMERICAN (MAX)CENTER TO CENTER AND SHALL BE OF BENSITE INSTRUCTIONS DENSITY (AS D698) nm name WWM Iff PUM F FORME USING ASTIC R HARDBOARD cates PREFORMED S TIPS DEPTILOR SLABI - PI ED THE SIDEWALK AND CURA THE of TIME or CONSTRUC TION OR SAWCUTTING THE SIGNALR AND CURB PINVATHIN CAME to THANK 12HOURS CONS RUC from MATCH CONGRETE - LOCATION OF JOINTS N PAVEDENT WHERE MOLICO CRAWS POSSIBLE DP MATERIN i I : = CEANING COMPACTED DENTIST as m REND EXPANSION CONTROL 1/2*PRC MOLDED JOINT FALLER HEQD JOINT JOINT BETWEEN CURB CINC PVMI (IYP) LONGITUDINAL SLORE MAXIMUM COMPACTED 195% UNL rss NO1CD ON PLAND SUBGRADE PED PAYTMENT ALGIS 1 CONCRETE AVEMENT SECTION 2 CONCRETE SIDEWALK SECTION 3 SIDEWAL JOINTS 6"X16" STAND UP CURD DETAIL C4.0 NOT 10 TOTAL C4.0 NOT TO SCALE C4.0 NOT to SCALE C4.0 LYLE LE.COOKMARTIN ARCHITECTS S 310 Franklin 1 Street / / Clarksville, TN 37040 TEL 931 552 4771 / email: bmartin@lylecookmartin com EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE DETAIL SHEET 1402.1 07/18/2025 DKW Revision Date 09/05/2025 Project No No 2 I Drawn B. " Persion Care Revouen Date C4.0 Southern Consulting Expressing Malerials Surveying 1268 HIGHWAY 47E DICKSON IN 07055 (515) 745877711 (F) A3.0 2 A5.0 A5.0 STATE DO EQ - 8 8 - - - 112" N° 0" THE PAME T-4" was 10.00 1630 (VII) VERIFY R O ME) (VII) (P) VERFYRD (VII) - HI HOLL-UP DON WERE US BOOM -- H - - - 1801 192.1 10 011100 chinge SLOFE SLOP SLOPE BLOPE . 180 - WITAL AL RACE - - 8 -- - - 2 SLOPE $ EM SLOPE 1/18.12 - HEAT PL PUMP If TRAINER TAB - - - 0 ft E ® ® E INAC 14 AGRICUL JUNE TECHNOLOGIES RECHNOLOGIES 100 192 LYLE COOK-MARTIN A R S ARCHITECTS 310 Franklin Street / Clarksville TN 37040 TEL 931 552 4771 email: 0 bmartin@lylecookmortin com I 2 REFLECTED CEILING PLAN CONCER H. BLACK LOON CONCER 10 SLAB FLOOR AMEA STRUCTURAL 3 LAYOUT TABLE GEOTHERMAL AREA M.K. STRUCTURAL A2.0 SCALE 1/8" 1'-0" TRAINER IM AVE A 17.1* - 3 A30 A30 OPP 2 TYP HAND b 4 100.2 T SHEET T BRA*1 3 if 1 A5.0 CHE'M 12 *** 1.5 1, 1'-0" 1/2" 2 Z , FID 103 MR SHIST METAL R 50 1. SMAKE 432 1100 MORE! TOTAL JUP $ 1 E - 501 FREE 163 INSURANCE [IFC] (IN) AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE " FE EAST HICKMAN HIGH SCHOOL 000 167.7 FLOOR PLAN, REFLECTED CEILING & ROOF PLAN ROOF LINE CAVE FAME 16'-11'11/16" 3.4 16'6" to 14" (VIF) (VIF) (VIF) 7 , wain 2 1 FLOOR PLAN A3.0 3 ROOF PLAN 1402.1 I A2.0 SCALE 1/4"=1"-0" A2.0 SCALE 07/18/2025 CJC KEY NOTES TO ROOF PLAN GENERAL NOTES CEILING LEGEND 1, FOR TOILET ACCESSORIES AND MOUNTING HEIGHTS REF. A30 1 TANDING SLAM ME AL ROOP SYSTEM COLOR IOBE GALVALUML Issue Date Date Resson Date Review Date Remon Date PAINTED PLYWOOD CEILING a LINEAR SURFACE MOUNTED LIGHT FIXTURE Pr 2 UTILITY SINK TO BE IN EACH TECHNOLOGY SPACE ALLOW FOR 1'-4" CLEARANCE FROM 2 PRL FINISHED CONTINUOUS METAL GUTTER WALL TO 1 OF FIXTURE AND A MINIMUM OF 2'-0" BETWEEN OUTSIDE EDGE OF WATER COOLER AND OUTSIDE EDGE OF FIXTURE 3 PRE TINISHED ME TAL DOWNSPOUTS SURFACE MOUNTED LIGHT FIXTURE EXPOSED CEILING WALL LEGEND - TAX ROOT CAM TO MATCH NOOF PANEL WITH CLOSSING PANELS EXTERIOR WALL 2x6 WOOD STUD FRAMING V EMERGENCY EGRESS WALL MOUNTED LIGHT FIXTURE CORRUGATED METAL SOFFIT A2.0 INTERIOR STUD WALL (2X6 WOOD STUD FRAMING WITH 31- SOUND BATT INSULATION AT CENTER WALL, 2X4 WOOD STUD FRAMING WITH 3,- SOUND BATT INSULATION AT TOILET ROOM WALLS & CEILING FRAMING) 2 Q 12 HAVEN EAVE HEIGHT EAVE HEIGHT EAVE LEIGHT 14'.0" 14'-0" PRIDUCE 2 2 @ , FINISH LOOR TREATION LOOK " : so 2 " " 2 2 Mi 2 2 = " 1 BUILDING ELEVATION 2 BUILDING ELEVATION 3 BUILDING ELEVATION A3.0 SCALE 1/8"=1'-0" A3.0 END WALL TYP SCALE 1/8"=1'-0" A3.0 SCALE 1/6"=1'-0" KEY NOTES TO EXTERIOR ELEVATIONS FREE FINISH STANDING MM METAL BOORING EVSTEM 5* PRE FINISH ME TAL DOWNSPOUT PRE FINISTIED BREAK TAL FASCIA D mon LIGHT FEE TURE. ATT not LECITICAL CONCRE 11. SIDEWALK A/OR CHADE PAINTED EXTERIOR METAL DOOR RAME E.COOKMARTIN ARCHITECTS 310 Franklin Street / Clarksvillo TN 37040 FREE INISHED INSURANCE HOLL UP DOOR SYSTEM BELOW FOUNDA SYSTEM PREFINISHED ME TAL SIDING SYSTEM OVER COMMERCIAL GRADE AIR AND MOISTURE BARRIER (WRAP) OVER PL WOOD SHEATHING 4 PREFINISHED ME GUT OVER PREFINSIHED METAL PRE FINISHE ME TAL RIDGE CAP PROVIDE SYSTEM COMPATIBLE PREFINSHED ME TAL FLASHING AI TEL 931 552 4771 amail: bmartin@lylocookmerlin.com FASCIA RAME TRIM SIMILAR BOTTOM OF ME TAL PANEL SYSTEM 12"-0" *0* 6 6 DOOR SCHEDULE DOOR DOOR TRAME DETAILS FIRE HARDWARE DOOR REMARKS NO SIZE MAT TYPE GLASS MAT TYPE JAMB HEAD Sall RATING SET NO 10011 B IGRENP - #2 WA30 MAIN 2 1001 10114 as TOTAL NM A THE F2 EASE WA3050A . 1007 100.3 TEXTS HER A YMA F2 WAID 71630 1003 3'-4" SN c 571 CH1100 101 YOUR FOR A . " VATO VALIDAM ) 121 102 TEXTO in e IG/TEMP 1113 " WASE FAID 2 0.2. 3'-0" 10'-0" NO2 *** A HRS Γa GAID 1430 1033 CATIZ F2 A B C CHNQ 111 C STL HM 103 HATE the A HM 12 MADE MAID EM 3 103 HM FLUSH HM HALF GLASS STL (INSULATING SECTIONAL ROLL-UP DOOR SYSTEM) (PRE-FINISHED MODEL DOOR SCHEDULE ABBREVIATIONS DOOR SCHEDULE GENERAL NOTES FACE PANEL AT INTERIOR AND EXTERIOR FRAMES: DOORS: SURFACES) HM HOLLOW ME TAL A. ALL RIOR HOLLOW METAL DOORS AND FRAMES SHALL BE SCALE: 3/8" 1'-0" SCALE: 3/8" 1'-0" IEMP TEMPERED PAINT GRIP GALVANIZED FROM MANUF TURER PRIOR 10 STL STEEL PAINTING KVTEMP INSULATING GLASS/TEMPERED METAL TRIM LASHING BEW MANUFACTURER HOLLOWMETAL EDUCATION BUILDING LYLES, TENNESSEE ROOM FINISH SCHEDULE FAILS I MAIL HOLL TAL EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL ELEVATIONS & SCHEDULES 4 METAL WALLS 2 FRAME , CERING FRAME FLR BASE ROOM NOTES ROOM ROOM NAME NORTH SOUTH EAST WEST NO. 2 & SEALANT are 2 . BEALANT BLO 2 NO. MAT TYPE MAY FIN MAY FIN MAT FIN MAT FIN MAY FIN HGT ALL COGES @ ALL LOGES SEALANT ACE DE VERTICAL METAL PLAYER FLYD LIVE EXP VAII 100 ? FIGES TYP Me HVAC TECHNOLOGIES MC RCB PLANT PT-2 PT2 PT.2 PT-2 PM 1 SS SS DOUBLE 2000000 DOUBLE 786 WOOD SICING not HOKEY LC RCO as P12 as PT.2 = PTR 55 PT.7 PLAD PIC 2-07 , - STUD PEF STATE STUD REF STRUC DOUBLE DA WOOD AGRICUL TURE TECHNOLOGIES te RCB INVOICE F12 NW P1.2 and MV P12 P12 EMP FIA WAB # FOR UNITED HEAD FOR LINTEL HEAD STUD PANTED $5 55 ss PTD FLWD PT2 N 47 1 MES PAINICO "SMARI PAINTED 103 TORET 5C HCA is me P12 F1.2 PAINTED PERFOOD SIDE OR EQUAL PLYWOOD FLYWOOD FINISH SCHEDULE ABBREVIATIONS FINISH SCHEDULE NOTES SC SEALED CONCRETE P1 PAINT - CLEAN ALL CONCRETE LOORS HOROUGHTY APPLY ASHFORD 4 JAMB DETAIL 5 JAMB DETAIL 6 HEAD/JAMB DETAIL RUBBER COVE BASE PT-1 WHITE INTUMESCENT COATING SPRAY FOAM FORMULA FOR CONCRETE DENSIFICATION SYSTEM OR EQUAL 1402.1 07/18/2025 CJC RCB PLWD PLYWOOD INSULATION APPLIED AS FINISHED SURFACE FOLLOW ASHFORD'S INSTRUCTION FOR PROPER INSTALLATION A3.0 HEAD SIM. SCALE 3"=1'-0" A3.0 HEAD SIM. SCALE 3'=1'-0" A3.0 SCALE 55 SMART SIDE' PANELS OR EQUAL P12 LATEX PAINT COLOR TO BE COORDINAT WI TH OWNER& WITH SYSTEMS APPLICABLE CLEANSERS PREP EXP EXPOSED ARCHITECT PAINTED PLYWOOD TOILET ACCESSORIES TOILET ABBREVIATIONS LOVIEL I'm $ Date * STRUCTURAL No DE DON TYPE/SEVILE MODEL NO MOUNTRING HEIGHT # MAIRS MIRROR VERTICAL IND EMININE NAPKIN DISPOSAL 6" 12 & 100 MI TAL DOIG Examile Revision Date Revision Dric TPD ENTX OWER FURNSHED OWNE MAX PAPER TOWEL (N " BEALANE that or Project CRED 4188 CUAN BARS 50 ENSPENSOR All M' MCH 101 OF CRAB BAR 147 & can PROVIDE BLOCKING 10 SUPPORT EDGES IVP 08 1/2" DIA 47 C/C CFCI OFF or BACK WALL OF STALL OFO OWNER FURNISHED TAF CLEAN 150 LOAD AT ANY POINT ANY DELICTION MAN GRAD BAR MAND (TYP) Il OWNER TALLED GRAP BAR FRAME BOOK - 367 34° INCH 104 or GRAD BARL FOR PROVIDE RECOCKING AND INT TO CUPPOSE 602 10" IXA M' CC erer = AAA HOLLOW-METAL OF une WALL ADJACEME to TOKET CAD APTER AT are POINT DU NH DIRECTION CFCI CONTRACTOR FURNISHED 4"MA" WATCH MAY CONTRACTOR INSTALLED LAVATORY COOLIN PIO C/O OWNET UNITED OWNE M MAY METAL PTD in & ROTTLE 48" FLASHING REF a PAPER TOWEL DISPENSER FRIENG 1001 PAPER S6T1 MAYOR TURER 50 or or COME UNIVERSABLE OWNER INS TAI FINESH WATER CLOSET 1100R DESPENSER STATION TAILS TPD TOILET PAPER DISPENSER 28' to TOP OF UNIT 1' FROM RICHES OF FND CFCI BOBRICK B-270 TOLET TO CENTER or DISPENSER CONTRACT OR URNISHED CONTRACTOR INSTALLED 50 SOAP DISPENSER A3.0 OFFOSITE or TPO TYPICAL HANDICAP DETAILS 7 HEAD DETAIL MIR MIRROR LESS a BOBBICK BISA N36 40 All ADCE store 24° X SURI ACE MOUNT & MOUNTING HEIGHTS SCALE 3/8"=1'-0" CONTRACT TOIL UNITED CONTRACTOR IN A3.0 SCALE 3'=1'-0" SCALE 1"=1'-0" A40 SCALE A4.0 A4.0 WALL SECTION 4 c BUILDING SECTION E .0 - .0 FINISH FL LOOR / . 201 001 . 20140 00:HD Member Revision Date any Product No Diate IND OTHER 0.0 , CJC 07/18/2025 is 09 05 2025 1402.1 ESTA BADD - 0-01 EAVE HEIGHT ( . AGRICULTURAL/VOCATIONAL EAST HICKMAN HIGH SCHOOL 30.11 IV some not Blvds A4.0 BUILDING SECTIONS LYLES, TENNESSEE EDUCATION BUILDING .0-B BUILDING SECTION 2 DOOWA M 0-0 NE FINISH FLOOR " ONIOIS TV1 BI'l EXTERIOR LE UNION 1200M ones WIOD , ONES hm more 10 PAINTED "SMART SIDE" OR EQUAL CIVIRONY COOM : 0.01 , " EAVE HEIGHT vu DENT LIVEN EAVE SIDES OF BUILDING BUILDING CEILING EACH ENDS AND MIN 3'-0" HORIZONTALLY UNDER FLOOR SLAB ALL AROUND : UNDERSIDE OF ROOF ONBIX CINV UV MO139 STATE NOILVONNO TIV 30 FACE OF PLYWOOD PANELS TO 0W FOUNDATION PLACE VENTICAL INSULATION BOARD AT INSIDE HGT now TINW , TEL 931.552-4771 email bmartin@lylecookmartin.com 310 Franklin Street , / Clarksville TN 37040 LYLE-COOKMARTIN LYLE . PERIMETER SLAB INSULATION ENTIRE EDGE OF SLAB &/OR 4. DOOM THING INSTALL MIN 2' THICK CONTINUOUS EX RUDED FOAM 12 12 . SCALE A40 133HS BARRIER ARCHITECTS HIV NOTES TO FLOOR SLAB INSULATION BUILDING SECTION 1. ; COOMA wes 24 .0-0 DECRE ROOM 01 AYIS FROM ITVM ENTIRE NI FINISH FLOOR VIBLEAS BNA 13305 LIVE annos HHM FRANCE COOM 9XZ 41 OK PRE FINISHED ME TAL LINTEL REF STRUCTURAL RUBDER COVE BASE 01 001 , IVI WEEND STRUCTURA FEE dAl 00 61 sisior ONI 9KZ COOM now WHICH AND CORRUGATED METAL SOFFIT ONV MILINO PRE FINISHED METAL GUTTER DOWNSPOUT IVS M INSINE THE PAINTE SMART SIDE*PANELS REF FINISH SCHEDULE PAINTED PL YWOOD REF FINISH SCHEDULE WOODEN TRUSS SYSTEM REF S STRUCTURAL nvis (CV) wno) NO JON INVIVE NB AM Grenn - CUSTM INVO3 AVHDS HEAD MIDN RNS H2W INTUINE SCENT COATING APPLIED AS FINISH MA TERIAL MIN CLOSED CELL SPRAY FOAM TION WITH C 0.01 INFORMATION NOI TOSNI : SIDE TTACHMENT AND JOIS V3 8008 EAVE HEIGHT ROOF DECK FOR SMART HO UNDERSIDE 01 HOODE NOB: ONE INSURATED 2 BETWEEN TOP ATE AND ODOM not SYSTEM ONIJOOM TVL 314 SEAL DNIONVIS OBd C : HSINU SV DRAWNS BREEM KEY NOTES TO BUILDING SECTIONS 4 V ssna XIVAI mess AVENUE RE il the 12 21 TODO GENERAL NOTES / A. DESIGN LOADS AND CODE INFORMATION C. CONCRETE NOTES: E, PREF ADRICAT WOOD TRUSS NOTES I THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS BEFORE STARTING 1 NORMAL WEIGHT CONCRETE SHALL CONFORM TO THE FOLLOWING 1 PRE ABRICATED WOOD TRUSSES SHALL COMPLY WITH THE TRUSS PLATE INSTITUTE : WORK RECOMMENDAT PREF ABRICATED WOOD TRUSS SUPPLIERS ENGINEER IS THE STRUCTURAL MIN COMPRESSIVE TOTAL MAXIMUM SLUMP DELEGATED ENGINEER RESPONSIBLE FOR DESIGN OF THE ROOF TRUSSES TO MEET 2 THE STRUCTURE IS DESIGNED BASED ON THE 2012 INTERNATIONAL BUILDING CODE MEMBER STRENGTH AT 28 DAYS AIR W/C RATIO (IN) THE DESIGN LOADS STATED HEREIN AND CONFORM TO THE ANSI NDS CODE OF ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE INTERNATIONAL AND ALL STATE AND LOCAL CODES WOOD TRUSS SHOP DRAWINGS SHALL BE SIGNED BUILDING CODE 2012 EDITION AND ITS REF ERENCED CODES AND STANDARDS SLAB-ON-GRADE 3500 PSI N/A 0 55 4 AND SEALED BY THE ENGINEER REGISTERED IN THE STATE OF TENNESSEE, WHO PREPARED THEM 3 THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING TEMPORARY SEE CIVIL DRAWINGS FOR EXTERIOR EXPOSED CONCRETE SUPPORTS ETC IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR 2 TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS 2 ALL REINFORCING STEEL TO BE DEFORMED BARS ASTM A615 GRADE 60 WELDED WIRE 10 PSF TOP CHORD DEAD LOAD 4 DESIGN LIVE LOADS FABRIC TO BE ASTM A185 20 PSF TOP CHORD LIVE LOAD 20 PSF ROOF LIVE LOAD REDUCTIONS ALLOWED FOR TRIBUTARY AREA) 10 PSF BOTTOM CHORD DEAD LOAD 20 PSF CEILING LIVE LOAD 3 MINIMUM BAR LAP SPLICE TO BE 40 BAR DIAME UNLESS NOTED OTHERWISE TRUSS SELF-WEIGHT WIND UPLIFT IN ACCORDANCE WITH ASCE 7-10 BUILDING CODE USE PSF TOP 5 SNOW LOADS 4. CONCRETE COVER CHORD DEAD LOAD AND 3 PSF BOTTOM CHORD DEAD LOAD AS RESISTANCE TO GROUND SNOW LOAD Pg 10 PSF SLABS-ON GRADE 1.1/2" FROM TOP OF SLAB TO WWF WIND UPLIFT ROOF SNOW LOAD PI PSF FOOTINGS 3" EXPOSURE FACTOR C> 10 3 WOOD TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER IMPORTANCE FACTOR. 0 5 ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING (LATEST EDITION) FOR REVIEW PRIOR TO TRUSS FABRICATION AND ERECTION THERMAL FACTOR CI ACI 318 *BUIL DING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION . ANY FRAMING REQUIRED FOR SUPPORT OF EQUIPMENT OR ROOF OPENINGS SHALL BE 6 WIND DATA ACI 301 *SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS* DESIGNED NO PROVIDED BY TRUSS SUPPLIERS ENGINEER 115 MPH WIND LOAD PER ASCE FOR BUILDINGS CRSI "MANUAL OF STANDARD PRACTICE* UNDER 60 FEET IN TOTAL HEIGHT 5 PROVIDE TEMPORARY BRACING AS REQUIRED TO MAINTAIN TRUSSES PLUMB, RISK CATEGORY 6 ALL FORMWORK SHALL COMPLY WITH ACI 347 PARALLEL AND IN LOCATION INDICATED UNTIL PERMANENT BRACING IS INSTALLED EXPOSURE CATEGORY C VELOCITY PRESSURE 9h 15 d PSF 7 ALL CONCRETE SHALL BE READY-MIXED CONFORMING TO ASTM C94 6 INSTALL PERMANENT BRACING AND RELATED COMPONENTS TO ENABLE TRUSSES TO MAINTAIN DESIGN SPACING WITHSTAND LIVE AND DEAD LOADS INCLUDING LATERAL 7 SEISMIC DATA 8 CONCRETE PRODUCTS SHALL CONSIST OF THE FOLLOWING LOADS AND TO COMPLY WITH OTHER INDICATED REQUIREMENTS AS DICTATED BY IMPORTANCE FACTOR 10 PORTLAND CEMENT COMPLYING WITH ASTM C150 THE TRUSS SUPPLIER'S ENGINEER SEISMIC RISK CATEGORY AGGREGATES COMPLYING WITH ASTM C33 LYLE.COOK-MARTIN 310 Franklin Street Clarksville, TN 37040 SPECTRAL RESPONSE ACCELERATION Ss 378 POTABLE WATER 7. ERECT AND BRACE WOOD TRUSSES IN COMPLIANCE WITH TRUSS PLATE INSTITUTE SPECTRAL RESPONSE ACCEL ERATION S1 169 WATER REDUCING ADMIXTURE COMPLYING WITH ASTM C494 TYPE OR D RECOMMENDATIONS SITE CLASS D (ASSUMED) HIGH RANGE WATER REDUCING ADMIXTURE COMPLYING WITH ASTM 494 TYPE F SPECTRAL RESPONSE COEFFICIENT SDS 378 AIR ENTRAINING ADMIXTURE COMPLYING WITH ASTM C260 B ANCHOR TRUSSES SECURELY AT ALL BEARING POINTS AS REQUIRED TO WITHSTAND SPECTRAL RESPONSE COEFFICIENT SDI 230 ACCELERATOR ADMIXTURE COMPL YING WITH ASTM C494 TYPE C OR E LIVE AND DEAD LOADS WIND UPLIFT AND LATERAL LOADS DESIGN TEGORY D FLY ASH (LIMIT CONTENT TO 20% TOTAL WEIGHT OF CEMENT PLUS FLY ASH) . SPACE TRUSSES OF 2FEET ON CENTER SMALLER SPACINGS AS TEL email BASIC FORCE RESISTING SYSTEM. (ADMIXTURES CONTAINING MORE THAN 0 1% CALCIUM CHLORIDE ARE NOT ALLOWED) LIGHT FRAME SHEAR PANEL OF WOOD R=6 5. Cd=4.0 REQUIRED BY TRUSS DESIGN ARE ACCEPTABLE " B4 HOT WEATHER COMPLY WITH ACI 305 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE 10 IN COLD WEATHER COMPLY WITH ACI 306 8 ALL HANDRAILS AND GUARDRAILS SHALL BE DESIGNED FOR THE BASE MINIMUM REQUIRED LIVE UNIFORM AND CONCENTRATED OADS AS SPECIFIED BY THE BUILDING 11 PROVIDE TROWEL FINISH FOR INTERIOR SLABS AND BROOM FINISH FOR EXTERIOR CODE SLABS UNLESS NOTED OTHERWISE 9 CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS EQUIPMENT AND SERVICES 12 PROVIDE CORNER BARS AT JUNCTION OF ALL STRIP FOOTINGS REQUIRED TO FURNISH COMPLETE JOB AND EXECUTE ALL ITEMS SHOWN OR INDICATED ON THESE DRAWINGS 13 REINFORCING BAR5 EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER 10 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED PER SECTION 1704 OF THE INTERNATIONAL BUILDING CODE 2012 EDITION 14 REINFORCING BARS SHALL NOT BE WELDED OR HEATED IN THE FIELD WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER B. FOUNDATION NOTES: 15 ALL REINFORCING SHALL BE PROPERLY SECURED IN PLACE BEFORE CONCRETE PLACEMENT PLACEMENT OF BARS INTO FRESH OR SET CONCRETE WILL NOT BE I A GEOTECHNICAL REPORT HAS NOT BEEN SUPPLIED 10 THE STRUCTURAL ENGINEER ALLOWED FOUNDATIONS ARE DESIGNED ON THE ASSUMPTIONS STATED IN THE OLLOWING NOTES ALL ASSUMPTIONS SHALL or VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR 16 SAWN CONTROL JOINTS IN SLAB-ON-GRADE SHALL BE CUT IN ACCORDANCE WITH ACI IO CONSTRUCTION 302 1R JOINTS SHALL BE CUT WITHIN 12 HOURS OF SLAB PLACEMENT 2 PROOF-ROLL THE SITE UNDER OBSERVATION OF GEOTECHNICAL ENGINEER BEFORE 17 REINFORCING STEEL PLACEMENT DRAWINGS (SHOP DRAWINGS) SHALL BE SUBMITTED LINTEL SCHEDULE PLACEMENT OF ANY STRUCTURAL FILL AND PRIOR TO FOUNDATION CONSTRUCTION FOR REVIEW PRIOR TO PLACEMENT OF REINFORCEMENT IN THE FIELD THESE ANY SOFT OR UNSUITABLE MATERIALS REVEALED AS DICTATED BY THE DRAWINGS SHALL CONFORM TO THE REQUIREMENTS OF ACI 315 DETAILS AND GEOTECHNICAL ENGINEER SHALL BE REMOVED AND REPLACED WITH COMPACTED DETAILING OF CONCRETE REINFORCMENT." PART B (RESPONSIBILITIES OF THE WALL TYPE LINTEL SIZE OPENINGS UP TO 6'-4" WIDE, U NO FILL ADDITIONAL SUBGRADE STABILIZATION REQUIREMENTS, IF NEEDED WILL BE DETAILER) DETERMINED AT THE TIME OF SITE PREPARATION AND DICTATED BY THE 2x8 STUDS (11/2 ORB BITCH PLATES 18 WELDED WIRE FABRIC SHALL BE SUPPLIED IN SHEETS ROLLS ARE NOT ALLOWED 2.4 STUDS EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE GEOTECHNICAL ENGINEER (2): w/7/16* OSB GENERAL NOTES & SCHEDULE 3 DESIGN OF FOUNDATIONS IS BASED ON AN ALLOWABLE BEARING PRESSURE OF 500 PSF DESIGN PRESSURES SHALL BE CONFIRMED IN THE FIELD BY A GEOTECHNICAL D WOOD FRAMING AND ROUGH CARPENTRY NOTES ENGINEER PRIOR TO PLACEMENT OF CONCRETE 1 FRAMING MEMBERS SHALL BE NO 2 GRADE SOUTHERN PINE WITH 19% MAXIMUM 4 AFTER OPENING FOOTINGS SHOULD BE INSPECTED AND CONCRE PLACED AS SOON MOISTURE CONTENT. OTHER SPECIES OF EQUAL STRENGTH MAY BE USED WITH AS POSSIBLE TO AVOID EXPOSURE OF THE FOOTING BOTTOMS TO WETTING AND PRIOR APPROVAL OF THE STRUCTURAL ENGINEER DRYING IF EXCAVATIONS ARE LEFT OPEN FOR MORE THAN ONE DAY THEY SHOULD BE PROTECTED TO REDUCE EVAPORATION OR ENTRY OF 50IL MOISTURE 2 NO SPRUCE-PINE-FIR (SPF) STUDS MAY BE USED AT WALL FRAMING UNLESS NOTED OTHERWISE MARK LINTEL SIZE FOR MARKED LOCATIONS 3 BLOCKING SHALL BE PROVIDED FOR ALL WALLS AT MID-HEIGHT BE TWEEN SUPPORT POINTS " 00 *** " THAN will FL WICOD 4 FRAMING SHALL BE SPACED AT 16" OC UNLESS NOTED OTHERWISE ON THESE DRAWINGS 1402.1 7.18.2025 BKS 5 SHEATHING SHALL MEET APA ORMANCE STANDARDS AND STRESS RATING 6 TACHMENT OF WOOD FRAMING MEMBERS SHALL BE IN CONFORMANCE WITH THESE DRAWINGS AND THE INTERNATIONAL BUILDING CODE 2012 EDITION CHAPTER 23 WHICHEVER IS MORE STRINGENT 5000 AI ALL LINTELS SHOWN IN NOMINAL SIZES 7 LVL DEAMS SHALL BE EQUAL TO THOSE PROVIDED BY BOISE CASCADE PROVIDE 0) LINTELS MUST BE PROVIDED FOR MECHANICAL AS VERSA-LAM 20 3100 MINIMUM STRENGTH LVL BEAMS WELL AS ARCHITECTURAL OPENINGS From No Issue Date Revision Date Request Date 8 ALL CONNECTORS AND FASTENERS MUST BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATION INCORRECT FASTENER QUANTITY SIZE TYPE MATERIAL OR FINISH MAY RESULT IN FAILURE OF CONNECTION 9 UNLESS NOTED OTHERWISE Bd 10d 12d AND 16d SPECIFIES COMMON NAILS 10 PROVIDE CORROSION INHIBITIVE CONNECTOR AND FASTENER COATINGS AND/OR MA TERIALS FOR -TREATED LUMBER BASED ON LISHED INDUSTRY STANDARDS FOR TYPE OF PRESERVATIVE TREATMENT USED SUBMIT DOCUMENT ATION REGARDING PRODUCTS SELECTED AND PRESERVATIVE TYPES UTILIZED *** PROJECT NO 2025 112 K&S S1.0 Engineering, PLLC Structure Engineers NAMES - *** country I 1000 Or WALKER 60 0" we N/A 12 12" NW di F 8 -112% C. C. 2 J 3 C) : CI C) LYLE * . COOK COOK-MARTIN MARTIN A H C ARCHITECTS CA 310 Franklin Street / Clarksville TN 37040 . TEL 931,552,477 1 / email: bmartin@lylecookmortin.c com oz of 27.31 N CONTRACTION JOIN on CONSTRUCTION JOINT @ C/ CONTRACTORS OPTION C. J 412" SD THE HER TYPICAL THE " C) CA or " maj not C. B-AST a = 0 EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE FOUNDATION PLAN FIN EL IN 6 CONC SLAB-ON-ORADE REINF 9.07 IMAM OVER * MIL FOR an THEYE AR VAPOR MARRIER AND CRUSHED STONE BASE THROUGHT 1402.1 7.18.2025 BKS PLAN NORTH HOTES FOUNDATION PLAN SHEET SI FOR GENERAL NOTES SCHEDULE G+E ARCHITEGIURAL DRAWINGS FOH DIVENSIONS AND GHOWN Provide No Progra No to far - Date By Re Revision Date Revision Date Revern Date SCALE 1/4" 1-0 UND UNLESS OTHERWISE OOR EVATION REFERENCE ELEVATION SEE SIID PLAN FOR ACTUAL ELEVATION FIELD VERIF SEE SHEET FON TYPICAL FOUNDA DE USE DOUBLE $11/05 WINDOWS DOOR JAMBS END or WALLS AND AT UNTEL BEARING LOCATIONS UNO U KSI PROJECT NO 2925 182 K&S S1.1 I . SHEET + * NO Engineering. PLLC 1000 / NOTE ROOF SHEATHING BORED ES SHALL NOT Br LOCATED AT THE 18/32 EXPOSURE SAME SECTION AS A CUI OR NOTCH THE PL YWOOD TACHED TO ROOF OF FRAMING SEE SHEET S4 FOR TACHMENT PATTERN NO BORING OR NOTCHING FE RMITTED WHEN MODLE 10 OF SPAN VENGER CF NOTES DEPTH OF NOTCH SMALL NOT I - 1 SHALL NOT EXCEED d/G as (1) AT BEARING WALLS (d/4 PERMIT TED AT NON LOADBEARING PANDITIONS SICMN EDGEDIST EACH DOE # JPOC MAA 8 ONE ! HOLE DIAMETER SHALL NOT EXCEED d/3 was MARKET su USABLE - DETAIL LYLE LYLE.COOKMARTIN ARCHITECTS 310 Franklin Street / / Clarksville, TN 37040 A was MAX TYP SCALE 117.14 in OUINGGERS TEL 931,552 1 / / email bmartin@lylecookmartin.com STUD NOTCHING & BORING LIMITS NOTES I DORED ES SHALL NOT BE LOCATED AT THE SAME AS CUT OR NOTCH 2 NOTCHING ON THE TENSION SIDE OF THE MEMBER SHALL DE AVOIDED WHENEVER POSSIBLE HOLE CHAME SHALL DEPTH OF NOTES NOT EXCLED SHALL NOT EXCEED d/b I 7 MIN EDGE DIST TOP & BOTTOM - LENGTH OF NOTCH SHALL NOT EXCEED d/3 EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE ROOF FRAMING PLAN END 1/3 OF EPAIL NO BORING OR NOTCHING 1 - 1 - PERMIT TED WITHIN 1 THE MIDDLE in SPAN 511 PARTIAL PLAN ON FIN FLR EL 108. 5/6" UNO THIS SHEE ron CEILING DETAIL PLYWOOD (CD EXPOSURE " FRAMING PLAN THRUOUT UNO SFI SHEF S4 TYP. VAI invoice FOR PLYWOOD LOOR SHEATHING JOIST NOTCHING TACHMENT PA TERN & BORING LIMITS - I 1402 1 7.18.2025 BKS PLAN NORTH NOTES LEGEND: : ROOF FRAMING PLAN SHEE 51 DH GENERAL NOTES SCHEDULE S SNOT SIMTH SCALE 1/4" 1-0 LINIEL MARK in TYPICAL (SEE SHEE 0 Proved issue Date a 2 SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND Revision Daw Revi Revision Date IBE TRUSS REARING EVATION FOR LINTEL SCHEDULE) UND UNL ESS NOTED on ENVISE ELEVATIONS SHOWN ARE RELATIVE TO FURSH LOOK ELEVATION O 100'-0" DELOW TRUSS SUPPL SHALL DESIGN ROOF IMUSSES FOR ML WIND UPLIFT IN GENERAL HOTES ONSHIL 510 USE DOUBLE STUDS ALL WINDOWS DOOR JAMBS END OF WALLS AND TINTEL BEARING LOCATIONS UNO PARTIAL PLAN CEILING KDL PROJECT NO 2025 102 K&S S2.1 : - PLAN NORTH FRAMING PLAN Engineering. PLLC SCALE 1/4" = 1'-0" Structural injuries I IMM ... NOTES 23/12 YWOOD SHEATHING 1000 1 CONTRACTION JOINTS SHOULD DE (GRADE B-C) CUT WITHIN HOURS N 118 METAL PANEL (SEE PLACING FLOOR ARCH DWGS) 2a5 STUDS 0 16" OC 2 SEE PLAN FOR SLAB THICKNESS AND REINFORCEMENT 7/16* OSB SHEATHING PRESSURE TREATED PLATE NEAR DIA DIA ANCHORED SLAB WIRD (TYPICAL) 1/2" XP # MAYSWAL SCREW ANCHORS @ 48" OC (USE (TYPICAL) UP were SAWCUT . WELDCO WIRE HEAD -SEAL ANI HIL KWIK HUS-EZ w/4 1/4" MIN ON FONULD 100 314 CON). new JOINT EXT. SLAB OR EMBEDMENT OR EQUAL) FIN NR Or FIN. GRADE (SEE WWII CIVIL DWGS MATCH SIZE or BLAWN REINFORCEMENT CONTRACTION JOINT SFF SPECIFIC DETAIL MATCH 5626 SEE SPECIFIC DETAIL CONT OF MAIN FOR REINFORCEMENT FOR INFORCEMENT REINFORCEMENT WARE COLD FORVED KEY REINT ACHSOL 345 CONT OF JOINT 410 14" MM CONSTRUCTION JOINT DETAIL DETAIL DETAIL DETAIL MAIL ROSCALS SCALE serve TYP TYP Mill RUSEAU fall TOTALE TYP 1 FOOTING CORNER FOOTING JUNCTION SLAB JOINTS TURNDOWN SLAB REINFORCEMENT REINFORCEMENT LYLE.COOK-MARTIN ARCHITECTS R 310 Franklin Street / Clarksville TN 37040 TEL 931 552 4771 / email com bmartin@lylecookmartin.com 23/32" YWOOD SHEATHING MIRADE B-C 2.6 STUDS @ 16"0 144 CONT METAL PANEL ISCE FIRES TAURE TREATED 2.5 PLATE ARCH DWGS) ANCHORED " NATERIAL 1/4"D SMOOTH ROD 21/17 YWOOD 2302 YWOOD SCREW ANCHORS @ NCOC TOTE -/SEALAN DOWELS 24" OC SHEATHING RUN FIR. SHEATHING FIN TLA FAX CAN HIS - MN 12'-0" ONG) GREASE a PUR'OSE SHEATHING EMBEDMENT CM SOUND EXT SLABISEE WRAP ONE END FINE #181 FINER - WAR CIV DWGS WAS 101 CONT SLOPE M BAND 2v9 BAND ⑉ CHARGE on EXT S(AB . 101 OOR JOSTS INSTIDOR ANDIS TOPPLATE 1237ed TOPPLATE @ 16' 0" @ DC nar OCHING 2x4 STUDS 2x4 STUDS MIN eroc @ 10°0C @1000 @ o DISCONT O 40 >0 I'-0" 1-67 MIN MN DETAIL DETAIL SCALL unive 4 5 - was JOISTS PARALLEL JOISTS BEARING AT DETAIL DETAIL 3 3044 - TO STUD WALL STUD WALL 2 SCALL INVOICE EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE FOUNDATION DETAILS TURNDOWN SLAB TURNDOWN SLAB AT OPENING 2#4 OCKING MID HEIGHT WALL PRESSURE THE AILD 2.1 2nd STUDS WORE ANCHORED TO BLAN where 2.6 RECEIPTS this SCREW ANCHORS to OC MID HEIGHT WALL (HILT HUS-EZ 1/4" MIN EMBEDMENT OR EQUAL) # #FOC WAII 4 1 NEPLATE PRESSURE TREATED 2,6 PLATE 2=0 STUOS 16" OC ANCHORED SLAB white 1402.1 METAL PANEL (SEE 23/32 YWOOD SCREW ANCHORS ARCH OWGS #3/32" YWOOD 2a5 STUDS 16 7 18 2025 7.18.2025 BKS 218 BLOCKING TWEEN SHEATHING WIN FLR (HILT T KWIK IIUS 1/4" SHEATHING FLR EVERY OTHER JOIST SPACE MIN EMBEDME OR EQUAL) FLR THE ATHO as OC WWR , 245 CONT 410 to to A NO - No 2v# FLOOR JOSTS 2.8 FLOOR JOISTS 2=B FLOOR JOISTS # 160C to JASCONS @ 16"OC 14" Project issue Date - Review Date Remun Date 2+8 STUDS 2.8 NAILER TTACHED TO ONE 10P PLATE " OC to 1/8 EACH STUD to 216 STUDS 16' OC 1'4" DETAIL 9 SCALL THICKENED SLAB @ DETAIL DETAIL DETAIL 2x4 STUD WALL REALS - WALE server 7 8 JOISTS BEARING AT THICKENED SLAB are PROJECT NO 7025 NW S3.1 : SCHE THE 6 JOISTS PARALLEL TO INTERIOR WALL AT 2x6 STUD WALL K&S Engineering, PLLC EXTERIOR WALL Siructure Engineer - - - - - - - - *** - TODO 10d NAILS #6" OC @ PANEL EDGES END === === WE WIOOD BO NAILS OC ALONG SHEATHONG TOP PLATE (SEE ALL PANEL EDGES AT TACH SHEATHING TO BLOCKING APPL ICABLE DETAILS) w/10d NAILS @ OC 12 2#8 OCKING BETWEEN # OF # EVERY THIRD TRUSS SPACE MANEL COGE SUPPORT CONTEMMEDIATE SUPPORT TRUSS DEPTIL ML PLAN A STUD FOR TRUSS BRO ELEV FRAMING 4 UNO - - BU NAILS 0 e VARIES APPLICABLE INTERMEDIAL ME EXPOSURE . PREFAB WOOD PLANS $ SUPPORTS OSB MEATHING TRUSSES 24 O.C II THE BY SIMPSON EQUAL) RBC BY SIMPSON AT EACY many RISE (OR EQUALIAT FIRST TRUSSES ACH END or EACH BLOCKING SUNDANCE 1212.6 TOP ATE SOLIO OCKING @ STUD MID-HT WALL STUDS METAL PANEL (SEE 2x6 STUOS @ 16" (SEE PLAN FOR ARCH DWGS SIZE SPACING HIS OSB SHEATHING BIE MICH DMB FLR FOR SADING SHEATHING (SEE PLAN SILL PLATE (SEE 100 NAILS @ APPLICABLE DETAILS) INTERMEDIATE SUPPORTS DETAIL DETAIL DETAIL NOT TO SCALE TYP NOT TO SCALE 1 SCALL were TYP ROOF/CEILING SHEATHING WALL SHEATHING TRUSS BEARING AT LYLE.COOKMARTIN ARCHITECTS 310 Franklin Street / Clarksville, TN 37040 TEL 931,552.477 email bmartin@lylecookmartin.com ATTACHMENT ATTACHMENT PATTERN STUD WALL 1932" W/OOD ATTACH SHEATHING TO BLOCKING SIMPSON A23 ANGLE TYP ATISNG 200 BLOCKING BE TWE EM wf 10d NAILS O.C M TACH ATHEND TO OCTION EVERY OTHER OUTRICCER PROVIDE 2AG BLOCKING SAMSON An ANGLE AT BRACE CONNECTION w/Nod NAN DC = 2vd BLOCKING TWEEN # 19/32" PLYWOOD SHEATHING EVERY THING TRUSS SPACE TRUSS DEPTH SEE PLAN TOP PLATE AI OF STUD YOU TRUSS D EN BRO ELEV MI ARCH owen SLOPING 2=0 STUDS FOR BAKE TAILS (2)2.6 TOP FREE WOOD PLATE PROSSES " 28° DC LETTER 2nd OUTHIGDERS RUC BY SIMPSON NO M THE BY SAMPSON 2000 MSTAIS 61120 14862 % (OR EQUAL EQUAL EACH TRUSS HEALT (LINTER HALF 8% EACH OCKING (2)2*6KING HBC BY SHAPSON AT TOP PLATE STUDINS OF BEAM EACH DOONG TA" STUDS METAL PANEL (SEE ARCH DWGS LINTEL (SEE LINTEL - OSB 5.00 ATTENG SCHEDULE ON STIEET S10) (2)2x5 JACK 2vli STUDS 14" or mm one SHEATHING STUDS 0 PREF 2 ELEV 112'-0 #/2" NOTE METAL PANEL ISEE WOOD ROOF FRAMING NOT SHOWN FOR CLARITY ARCH DWGS) TRUSSES @ O.C. A23 ANGLE BY SIMPSON DETAIL DETAIL FOR BRACE VAT THE CONNECTION PLATE 2 SCALE 3/4"e1'0" 3 TRUSS BEARING AT LINTEL BEARING AT EPLATE LL 145' EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE FRAMING DETAILS LINTEL L1 JAMB STUDS 2.0 BRACE R 48' MAX (BRACE TO EVERY OTHER TRUSS w/2*4) 17245 FOR PLATE 2.6 STUDS 16"OC NOTE PROJECT ANCHOR ROD FOR HOLDOWN ABOVE SLAB FACE OF STUD MTD. LOWN ASTM . 1551 ARCHOR FROD NOTE DETAIL SCALL with PROJECT ANCHOR ROD OR 1212*6 STUD " DOWN 7/18" OSB SHEATIING MICHIOR ROD 4 HOLDOWN ABOVE SLAB (NAIL TOGETHER ROWS (SEC SHEET FOR GABLE END OF 104 NAILS @ 12" OG NAILING PATTERN) FACE OF STUB WALL FRAMING SIMPSON HOUEJ-SOS3 1 HOLDOWN 7)SDS 1/4">3" OPENING WALL o WOOD SCREWS IDDGE WINDOW DCI 14021 7/16" OSB SHEATING 7 18 2025 BKS (SEE SHEET FOR NAILING PATTERN) PRESSURE THEATED 2:6 SAL PLATE 2vE studion 16"00 o o is = sunson HDUE 5033 HOL DOWN w/(7)5DS 1/4"a3" Proced iss Issue Date Drawn 9, - Mevision Date Herman SCREW ANCHORS WOOD SCREWS PRESSURE TREATED " (HIL TIKWIK 2th MI FLATE JACK STUDS HUS-EI OR EQUAL) 2.6 STUDS @ 16' 00 2.6 STUDS @ 16" OC (2)2.6 STUD @ HOLDOWN (NAIL TOGETHER ROWS SCREW ANCHORS OF NAILS @ 12 @ DC OR DMV ose ATHING PRESSURE TREATED HUSEZ OR EQUAL) MO. (SEE SHEET FOR 2AB SILL PLATE NAILING PATTERN) DETAIL DETAIL SCALE 5 6 TCALE KSE PROJECT NO. 2025-102 K&S S4.1 SHEET HOLDOWN@ CORNER HOLDOWN @ EDGE Engineering, PLLC agrees PO THE ST DWING OF OPENING CLAIMBVELL 17043 was ENTECH ENGINEERING INTERNATIONAL ENERGY CODE SPECS PACKAGED AC UNIT SCHEDULE UNIT DESIGNATION ACAI AC#2 A EQUIPMENT SHALL COMPLY MTH REQUIREMENTS OF THE APPLICABLE ENERGY CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE FOLLOWING IS LIST of ITEMS THAT SMILL BE INCLUDED TYPE GAS PACK HOR GAS PACK HOR GENERAL MECHANICAL LEGEND I COUPMENT SHALL weet OR EXCEED M MNVOM EFFICENCY REQUIREMENTS IDENTIFIED ABOVE 2 AM ECONOMIZERS ON COMPLIENT CREATER THAN 54,000 BTUM (COOLING) WITH FAULT DETECTION DIAGNOSTICS SYSTEM SERVICE CA#1 CR#2 SYMBOL DESCRIPTION ACCESSORIES ... --- a SYSTEM COMPONENTS SMALL COMPLY WITH REQUIREMENTS or THE APPLICABLE ENERGY CODE SUPPLY DUCTWORK 1. CONTROLS SHALL INCLUDE OPTIMUM START CONTROLS AND 57 DEADBAND O.A. DAMPER ECON. OR 2-POS. 0 0 RETURN DUCTWORK 2. DUCT AND PLENUM CONSTRUCTION SEALING AND DISULATION COMPLY WITH REQUIREMENTS of INC APPLICABLE ENERGY COOL 3 AIR INLETS AND OUTLETS SHALL INCLUDE MEANS FOR AR BALANCING CURB NO. PAD MOUNTED NO. PAD MOUNTED EXHAUST DUCTWORK 4. EACH ZONE SMILL BE COUPPED WITH SETBACK CONTROLS USING AUTOMATIC TWE CLOCK OR PROGRAMMABLE CONTROL SYSTEM 5 CONTROLS SMALL HAVE THE CAPABLITY to SET BACK DOWN to 357 OR IF TO 65°Γ, 7-DAY TIME CLOCK & 2-HOUR OCCUPANT OVERRIDE FILTERS 2". 30%/MERV B. T.A. 2". 30%/MERV 8. T.A. OUTSIDE AIR DUCTWORK c POST CONSTRUCTION REQUIREMENTS HUMIDITY CONTROL YES-H.G.R. TES-H.G.R. FIRE DAMPER 1. FURNSH HVAC AS-BULT DRAWINGS SUBMITTED WITH IN 90 DAYS OF SYSTEM ACCEPTANCE. 2. FURMSH CAM MANUALS 10 OWNER FOR HVAC SYSTEMS WITHIN 90 DAYS OF SYSTEM ACCEPTANCE SUPPLY FAN ... *** COMBINATION FIRE & SMOKE DAMPER 3 FURNISH AN AIR SYSTEMS HVAC BALANCE REPORT TOTAL C.F.M. 2.000 2.000 SUPPLY AIR DIFFUSER D.A. MINIMUM 600 600 RETURN DR EXHAUST AIR REGISTER EXTERNAL S.P. 0.75 0.75 DAMPER H.P. 3.0 3.0 ROUND DUCTWORK OR FLUE UP THRU MOOF OR SLAD VOLTAGE 460/1/60 460/1/60 SUPPLY DOCT THAU SLAB OR ROOF SEE PLANS HEATING COIL 5$ 55 RETURN OR EXHAUST DUCT THRU SLAB DR RODF SEE PLANS -COOK-MARTIN FUEL NATURAL GAS 2-STAGE NATURAL GAS 2-STAGE UNDERCUT DDOR % ARCHITECTS HEATING CAP. INPUT MBH 150.0 150.0 DOOR GRILLE SEE PLANS FOR SIZE 310 Franklin Street Clarksville TN 37040 HEALING CAP. DUTPUT MBH 121.5 121.5 L MANUAL VOLUME DAMPER IM.V.O.1 E.A.D.B./L.A.D.B. 50.6/106.6 50.6/106.6 +0 MOTORIZED VOLUME DAMPER COOLING COIL *** ... S.O. SMOKE DETECTOR TEL amail: TOT/SENS CAP. (WBH) 62.4/48 62.4/48.3 - 8"0 NECK SUPPLY AIR DIFFUSER @ 200 C.F.W. E.A.D.B./E.A.M.B. 80/67 80/67 150M 8"18" RETURN AIR REGISTER 0 150 C.F.M. CONDENSING SECTION ... ... 676 100k 6"X6" EXHAUST AIR REGISTER P 100 C.F.M. COMP. F.L.A. 7.9 T.9 SPACE THERMOSTAT MOUNTING HEIGHT PER ADA 148" AFF 1 COND.FANS F.L.A. 0.7 0.1 H SPACE HUMIDISTAT UNIT M.C.A./M.O.C.P. 16.0/20 16.0/20 WALL SWITCH FOR CONTROL MOUNTING HEIGHT PER ADA VOLTAGE 460/3/60 460/3/60 ELECIRIC DUCT HEATER O.A.D.B. 95°F 95°F //// COIL SEE PLANS FOR TYPE MIN. S.E.E.R. 16.4 16.4 ROOM A.C. UNIT MANUFACTURER TRANE TRAME - E.W.H. ELECTRIC WALL HEATER MODEL YHK-060 YHK-060 D ELECTRIC UNIT HEATER CEILING MOUNTED WEIGHT libs) CONT CURB) 1.000 1.000 U.C.S. UNIT CONNECTION SIZE DIMENSIONS IL H1 88"X53"X51" 88"X53"X51" F.V.S. FIELD VERIFY SIZE ECONOMIZER: DUAL ENTHALPY COVIROL. FAULT DETECTION & DIAGNOSIS. BAROMETRIC U.O.N. UNLESS DIMENSISE NOTED ACLIEF EF#18 2B EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE HVAC LEGENDS AND SCHEDULES FAN SCHEDULE UNIT DESIGNATION EF#1A 2A TYPE CENTRIFUGAL CEILING CENTRIFUGAL CEILING SERVICE RESTROOMS SHOPS c.Γ.M. 50 550 STATIC PRESSURE 0.375 0.375 SONES 2.5 2.0 POWER TAMPSI 50 WATTS 0.5 HP VOLTAGE 120-1-60 120-1-60 ACCESSORIES ... +++ 1402.1 DAMPER TYPE BACKDRAFT 07/18/2025 E.E.I. BACKORAFT SCREEN TTPE ... --- MOTOR WITH INTERNAL OVERLOAD YES ECM S.S.S. CONTROLLER YES ... WALL/RDOF CAP. Provid No 2 LOUVER-SEE PLANS LOUVER-SEE PLANS Issue Date fature Date 1 Revision Date Date Revenue MANUFACTURER COOK COOK MODEL - GC-166 GCVF-900 EF#1A & 2A: CONTROL WITH LIGHTS EFAIB & 28: INTERLOCK W/AC UNIT M1.1 ENTECH ENGINEERING III GENERAL INVAC NOTES: MATE OF 4. THE INTENT or THE SPECIFICATION AND THE DRAWINGS is TO PROVIDE COMPLETE AND FIRST OPERATIONAL SYSTEM THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR. WATERIAL AND INSTALL ALL EQUIPMENT AND MATERIALS NECESSARY TO COMPLETE THE NORK B. COORDINATE DUCTWORK WITH ALL TRADES AND FIELD CONDITIONS PRIOR TO FABRICATION SUBMIT ANY MAJDR CHANGES IN DUCT ROUTING OR DUCT SIZING AS A SHOP DRAWING ID THE ARCHITECT/ENGINEER FOR REVIEW. c. COORDINATE CELLING AIR INLETS AND OUTLETS WITH REFLECTED CELLING PLAN. DO NOT LOCATE ANY AIR OUTLETS WITHIN 3 FEET OF CEILING SMOKE DETECTORS. D. MAINTAIN CLEARANCES FROM ELECTRICAL PANELS AS REQUIRED BY N.E.C. E. MAINTAIN CLEARANCES FOR SERVICE OF HVAC EQUIPMENT AS REQUIRED BY MANUFACTURER AND NEC 110.26. PROVIDE MECHANICAL ROOM SHOP DRAMINGS AS REDUIRED FOR COORDINATION. F. REFERENCE CONTROL SCHEMATICS & DUCTWORK DETAILS FOR MANUAL AND AUTOMATIC DAMPER LOCATIONS. G. REFERENCE ARCHITECTURAL ELEVATIONS FOR LOCATIONS OF LOUVERS AND WALL CAPS. H. TESTING ADJUSTING & BALANCING DF AIR SHALL INITIALLY BE ACCOMPL ISHED AT UNOCCUPIED CONDITIONS AS INDICATED ON THE DRAWINGS AND THEN THE OUTSIDE AIR BALANCED WITH RETURN AIR INLETS REBALANCED PROPORTIONALLY LOWER TO ACCOUNT FOR DIFFERENCE. FOR PAINTING: GRILLES SHALL BE SPIRAL DUCT MOUNTED CHILLE WITH DOUBLE LYLE-COOK-MARTIN ARCHITECTS 310 Franklin Street / Clarksville TN 37040 24X6 SAR 1. DUCTWORK LOCATED IN SPACES WITH NO ING/EXPOSED STRUCTURE. SMALL HAVE: ACOUSTICAL LINER WITH ANTI-MICROBIAL COATING: PAINT CAIP EXTERIOR TINISH 500 CFM TEL 931 552 4771 / omail: bmartin@lylocookmartin.com 12 THUS DEFLECTION AND DAWER/EXTRACTOR. LONG FRONT BLADES. MAR. NC . 25 EQUAL TO 11TUS 5300FL. INVAC PLAN AM NOTES: SUPPLY DUCT TURNED UP WALL AND INTO BUILDING HIGH JUST BELOW STRUCTURE FIELD VERIFY BEST ROUTING. SEE DETAIL FOR EXTERIOR DUCT INSULATION DETAIL. 16" 16'0 24X6 SAR TEXTERA 2000CFW (T#28 500 CFM 24"AFF 550E 14 THUS (1#15 5500 AC#1 TOXTSSA 16" 12'd 0 12" 1) 12 to EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE H.V.A.C. FLOOR PLAN 24X6 SAR 500 CFM 12 THUS) EF#1A ET#24 50E 500 24X36HAN 20" 2000CFM 24"AST 183168 1831854 1402.1 18716 LOUVERS HIGH 07/18/2025 E.E.I. ON WALL CONCRETE PAD (REF, CIVILI HOUSEKEEPING PAD MOUNT UNIT ON VIBRATION PADS - ETYPICAL AC#2 Provid No Issue issue liate Date Drawn # Revision Revision Dece Relever Date Revenue Date H.V.A.C. FLOOR PLAN SCALE DEATH M2.1 CONDENSOR FANIST ENTECH MOTORIZED DAWPER 10 ENGINEERING AIR CONDITIONING UNIT 10 I - SUPPLY COND. COILS FAN W/COIL GUARDS - name DEPARTMENT the DRAIN SMALL K FILL SIZE DF UNIT CONNECTION 04 IMLESS OTHER#158 SPECIFIED. TICTER EVAPORATOR COIL HOT GAS REHEAT COIL COIL OR CAS HEAT EXCHANGER STATES VENT & CLEAN-OUT WITH CAP: 00 NOT SEAL CAP to VENT. CAP SMALL HAVE No INCH COMP MOLE IN CENTER UNIT MID. DISC. SWITCH SLOPE AT WINIMM 2 120V FROM BREAKER COMMUNICATING UNIT CONTROLLER. or " PER FOOT MIN. HONEYWELL TC500A. ALERTON VLD CRXIN PAN OR APPROVED EQUAL. FACTORY wig. FAN MOTOR RA DISCONNECT SWITCH ROUTE TO DEVILL W/D.L. REMOTE SENSORS S M W/SETPOINT NOJ. WALL LIGHT SUPPLY FAN & OCCUPANCY AUX. CONTACT NOTE: an SWITCH(EFREA) 'H' DIMENSION SHALL BE MINIMUM or 2" OR SEQUENCE OF OPERATION: OVERRIDE (EF#XB) S.S.S.C. 1. OCCUPIED MODE: FAN ON U.A. OPEN EDUAL TO THE NEGATIVE FAN INLET VENTILATION TIME CLOCK 2. UNOCCUPIED MODE: FAN CYCLES O.A. CLOSED PRESSURE IRETURN AIR GRILLE. DUCT. FILTERS. RELAY: AND COILS). 3. I'STAT SHALL HAVE A 5*F DEADBAND. O.A. DAMPER CONTACT EF#18 & 2B CONTACT NOTES: 1. VERIFY NO. OF WIRES WITH MANUF ACTURER. 2. ROUTE CONTROL WIRE IN CONDUIT PER SECTION FROM UNIT FOWER 260519. EXCEPT ABOVE ACCESSIBLE LATIN CLGS. COORDINATE YOU TAGE TYPICAL FOR UNITS: CONDENSATE DRAIN FROM DRAW-THRU UNITS PACKAGED AC UNIT CONTROL SCHEMATIC EXHAUST FAN CONTROL EF#1A & 18 AND 2A 28 TYPICAL FOR UNITS: ARCHITECTS AC#1 82 310 Franklin Street / Clarksville TN 37040 SCALE: NOME 5 SCALE SCALE: NONE FOR MATIPLE CONTROLLERS. LAREL EACH CONTROLLER W/WNIT , AND PROVIDE TEL 931 552 a bmartin@lylocookmartin.com C3 FRAMED. COLOR CODED ZONE PLAN INDICATING AREAS SERVED BY EACH T'STAT A6 F2 EXTERIOR SIDE DUTDOOR JACKET COUR TO SLOPE INSULATION ON VENTURECY 1571C# 14 OR SUPPLY DUCI RATED WALL SEE PLANS FOR TYPE CALVANIZED SIDEWALL CRICLE TOP SIDE TO ENSURE -vu as SELECTED BY ARCHITECT |RE DAMPER SEE PLANS FOR TYPE BAND MANGERS CRAINAGE RETURN OR EXHAUST FEW SMACHA STANDING "S" SEAM DOCT UP IRE DAMPER ACCESS DOOR STANDARDS SOUGHE ELL WITH TURNING VANES X SUPPLY AIR DIFEUSER FLE# RUNOUT SUPPLY DUCT DOWN ROUND SHEET METAL RUNOUT DOCT EXPOSED WITH EXTERNAL INSULATION RETURN DR MANUFACTURED ROUND TO WEATHER BELL MOUTH FITTING W/ SPIRAL DUCTWORK " REGISTER M.V.O. OR SPIN-IN W.M.V.D. PAINT CRIP FINISH CALVANIZED STEEL DUCT WITH C90 ZINC COATING AIRFLOW NIGIO TOW CORE RETURN OR (TRAUS) DUCT WRAP INSULA 12" ACOUSTICAL LINER DUCI DOWN TRANSITION ME SPECS FOR ADDITIONAL SIDE (POLTISOCYANGRATE) INFORMATION. 45 DEGREE ICE FITTING "SHOC" TYPE FULL RADIUS ELL NOTE: ALL DUCTWORK EXPOSED TO WEATHER 10 BE INSTALLED THUS: OR SQUARE a 1. USE 1" STANDING "S" SEAMS ON EXTERIOR SIDE OF DUCT. TOP & BOTTOM OPPOSED & ARE MANUAL TURNING VANES USE DRIVE STRIPS ON OUTSIDE OF DUCT. 1510ES ONLY) BALANCING DAMPER TPICAL 2. FLANGED DUCTWORK MAY BE USED AS AN ALTERNATIVE OR AS EACH BRANCH TAKE OFF #ISE OR DROP REQUIRED BY SMACNA STANDARDS. OR RENOUT. 3. LONGITUDINAL JOINTS FOR DUCT CONSTRUCTION 10 BE ON BOTTOM AND WATER TIGHT. EN ALOWING SPIRAL DUCT MOUNTED CRILLE 4. APPLY " RIGID FORM CORE DUCT BOARD WITH VAPOR BARRIER TAPE. FULL RADIUS a DA SQUARE EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE HVAC DETAILS COUBLE DEFLECTION W/DAMPER. LONG FRONT BLADES. FINISH TO BE SELECTED. TOP SIDE SMALL BE SLOPED TO ENSURE DRAINAGE. ELL WITH TURNING VANES FORM CASAET. CONFIRM ANGLE W/ENGINEEN 5. APPLY OUTDOOR JACKET Dr BOTTOM FIRST. THEN SIDES. THEN TOP SECTION A-A PRIOR TO FABRICATION. 10 ENSURE WATER TIDHT MA. 6. COORDINATE FLASHING at EXTERIOR VALL WITH ARCHITECTURAL DETAILS. T. SEE SPECIFICATIONS AND ACTURERS' INSTALLATION RECOMMENDATIONS FOR ADDITIONAL INFORMATION. EXPOSED ROUND DUCT/DIFFUSER DUCTS EXPOSED TO WEATHER TYPICAL SUPPLY. RETURN OR EXHAUST DUCT SYSTEM SCALE: N NONE SCALE: NONE SCALE: HOME C10 C15 C4 ASPHALT IMPRECHATED INISH GRADE BUILDING PAPER LOTER 1402.1 12" MIN. 24" MIN BACK ILL 07/18/2025 E.E.I. 0 Date " Progect No Date this Drewn Be Permion Revison CONDENSATE DRAIN- Pn (SEE PLANS FOR ROUTING CRUSHED STORE 31 CRAVEL INFORM. 46" 2 CUBIC FARDS) SQUARE CONDENSATE DRYWELL DETAIL M3.1 SCALE: NONE A9 ENTECH ENGINEERING SEAL REDUCED PRESSURE BACKFLOW PREVENTER SCHEDULE ELECTRIC WATER HEATER SCHEDULE - - DESIGNATION QUANTITY SERVING G.P.M. P.D. losigi MANUF ACTURER MODEL NUMBER REMARKS VOL TAGE NO. OF TEMP. RECOVERY STORAGE TANK TANK DESIGNATION K.W. DOM WATER CAP.IGAL. MANUFACTURER RPBP-1 13 WATTS LF909-OT-S 3/8" SIZE ELEMENTS RISE C.P.M. HEIGHT MODEL NUMBER DIA. PLUMBING LEGEND 1 20 NOTE: WH-1 3 208/1/60 1 100" 12 10 16" 19" LOCHINVAR JER-10 SJG SYMBOL DESCRIPTION ABBREVIATIONS 1. PROVIDE BOYEL ELSOW FITTING COLD WATER UNDERGROUIND/UINDERSLAB) 2. ALL PIPING TO BE RIGIDLY SUPPORTED COLD WATER C.W. 1" C.K. 10 BLDG. HDT WATER H.W. DOMESTIC WATER SISTEM " VACUUM RELIEF ss SANITARY SEVER UNDERGROUND VALVE DR DIP TUBE CONNECTION VENT V DEMOVETER V REDUCED OV.T.R. VENT THROUGH THE RDDF V.T.R. CHECK VALVE TYP) PRESSURE BACKFLOW 120°F HOT MID IN HORIZONTAL POSITION C.O. C.D. CLEAN-OUT C.O. PREVENTER WATER TO SYSTEM $ COLD WATER 10 HEATER PI FIXTURE IDENTIFICATION ISEE SPECIFICATIONS) FULL SIZE DRAIN PORT CONNECTION BALL VALVE (TYP.) Ф TO VALUES ISSE SPECIFICATIONS FOR TIPE) DIELECTRIC UNION TYPICAL A.S.M.E. TEMPERATURE & PRESSURE REDUCED PRESSURE BACKFLOW PREVENTER R.P.B.P. RELIEF VALVE NATURAL GAS C PRESSURE CAUSE CALVANIZED NIPPLE ITYPICAL AMTROL ST-5 EXPANSION TANK (TYP.) GAS VALVE IPLUG COCK) PIPE FULL SIZE TO FLOOR DRAIN 6 PRESSURE REDUCING VALVE P.R.V. BUILDING BALL WATER WATER HEATER STRAPPING 1½" WIDE 18 CA SECURED FIXTURE CONNECTION SCHEDULE ARCHITECTS FOLL LINE SIZE WIE HEATER TO WALL P-# DESCRIPTION C.E. TIME H.W. (IN.) WASTE THAT VENT ONLY 310 Franklin Street Clarksville TN 37040 STRAINED WITH Y DRAIN PAN BLOWDOWN DRAIN VALVE. PIPE CONNECTION P1 H'CAP. WATER CLOSET (TANK TYPE FLOOR MOUNTED ", *** 4 2 TEL omail: com TERMINATE R.P.B.P. DRAIN SIZE 10 DRAIN PAN. AMERICAN STANDARD 215AA.004 1.6 C.P.F. VITREOUS CHINA SERVICE MAIN 1HAU EXTERIOR WALL AT H'CAP. WATER CLOSET w/ELONGATED BOWL. SHILF WOUNTED ABOVE CEILING SHUT-DFF VALVE TWICE THE DIAMETER OF CHURCH 9500SSCT OPEN FRONT ELONGAED SEAT. PROVIDE R.P.B.P. DRAIN PORT SIZE MCGUIRE 173 SUPPLY/STOP MOUNTING BRACKET FINISHED FLOOR SIZED PER HEATER 1" TRAPPED PIPE FROM DRAIN P2 LAVATORY WALL HUNG) , z 7 1% MFG. RECOMMENDATIONS PAN TO YORK CONNECTION AMERICAN STANDARD 0355.012 LAVATORY $ AT LAVATORY SYMMONS 5-20-0 SINGLE LEVEL FAUCET McGUIRE 155mc DFF-SET CRID STRAINER w/TAIL PIECE McGUIRE 8812 " GA. CAST BRASS P-TRAP 1" WATER SERVICE McGUIRE F110LK SUPPL Y/STOP SEE SITE UTILITY IURN 21231EZ LAVATORY CARRIER PLANS FOR CONT. PROVIDE PRE-MOLDED INSULATION DN P-TRAP AND SUPPLY/STOP R.P.B.P. No. 1 PJ WATER COOLER ISINGLE. WALL HUNG W/BOTTLE FILLER) 2 ... 15 12, DASIS PG85BF STAINLESS STEEL COOLER REDUCED PRESSURE BACKFLOW PREVENTER DETAIL ELECTRIC WATER HEATER DETAIL-SHELF MOUNTED W/BOTTLE FILLING STATION AND FILTER McCUIRE 8872 7 CA. CAST BRASS P-TRAP SCALE: NONE SCALE NONE McGUIRE TOLK SUPPLY/SIDP NOTE: R.P.B.P. MANUF ACTURER AMO INSTALLATION SMALL N IS APPROVED BY LOCAL & STATE INSTALL AT ADA ACCESSIBLE HEIGHT 1 AUTHORITIES. 2 P4 UTILITY SINK (FLOOR MOUNTED w/ss LEGS1 "I , 12 they MUSTEE ITS 34 23 23-1/2 w/93.600 CHROME FINISH. CENTERS. SWING FAUCET MCGUIRE FLHSTOGLKSB SUPPLY/STOP MCGUIRE TL15004017 TAILPIECE McGUIRE 8872 17 GA. CAST BRASS P-TRAP PROVIDE PRE-MOLDED INSULATION ON P-TRAP AND SUPPLY/STOP CAS MAIN P5 ZURN 2-1321-CIL EXPOSED. NON-FREEZE ANTI-SIPHON. 3ra : +++ AUTOMATIC DRAINING WALL HYDRANT CAST IRON CLEANOUT WITH 18" 10" 6" THICK CONCRETE PAD s NOTE: 1. PROVIDE WATTS LFMMYMI-US THERMOSTATIC WIXING VALVE AT EACH HAND WASH LAVATORY OR SINK. EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE PLUMBING LEGENDS COVER "T" HANDLE SCHEDULES AND DETAILS ASPHALT PAVING INISNED GRADE *EW* GAS CONNECTION SCHEDULE GRANUL BASE BIE IDSTF EXTENSION SAME SIZE ITEM GX DESCRIPTION REMARKS DEMAND LOAD AS SEWER. UP 10 . UNION GR AC#1 150 C.F.H. SEC THIS SHEET FOR TIPICAL CAS CONNECTION DETAIL LONG SWEEP " BEND CAS PIPE SIZING BASED CH 200 11. CONCEST BON WITH OR (DMB. 'I' in BEND COORDINATE CONNECTION 3 AC#2 150 C.F.H. A 1-11" K.C. DELIVERY PRESSURE GAS COCK 10 COUSPMENT W/EOUTPMENT SUPPLIER SEE SPECIFICATIONS NOTE: FOR MATERIAL 1. PROVIDE CHECK VALVES ON WATER SUPPL IES AT ALL SEE PLANS FOR SIZE HAND SINKS AND LAVATORIES. FLOW WATN MAIN EQUIP. 2. INSULATE EXPOSED PIPING WITH ADA-COMPL IANT 1402.1 07/18/2025 E.E.I. DIRI LEG SIZE COMMECTION MATERIAL (ADA STANDARDS 2101 0 8 8 WITH CAPPED END REDUCING HIS TEMPERED WATER SUPPLY 110* HAND SINK WATTS WIXING VALVE MODEL . C.M. SUPPLY EXTERIOR CLEANOUT DETAIL TYPICAL GAS CONNECTION DETAIL LEWAVIT-US Project feb Revenue Date Revisem Date Revision SCALE: KOME SCALE: NONE a @ 3 4 H.W. SUPPLY STOP VALVE STOP VALVE LAVATORIES & HAND SINKS P2.0 SCALE: NONE 5 ENTECH ENGINEERING EXISTING CAS P.O.V. at EXTERIOR OF ADJACENT BUILDING 10 or REMOVED AND REUSED RECOMMENT EXISTING CAS LINE FIELD VERIFY LOCATION EXISTING CAS LINE UNDERGROUND FIELD VERIFY LOCATION. SIZE, PRESSURE EXISTING LOAD & REPORT FINDINGS RECONNED EXISTING RELOCATED GAS P.R.V. TD EXISTING GAS LINE SET AT 11 v.c. PRESSURE 4"SS (1E=36"HFF) SEE CIVIL QTILITY LYLE COOK-MARTIN ARCHITECTS 310 Franklin Street / Clarksville, TN 37040 CAS COWN PLAN FOR CONTINUATION 10 UNDERGROUND A TEL 931 552 4771 / a bmartin@lylocookmartin.com ECO EXISTING GAS LIM ONLANES 1' CAS THE UP VALID CAP FOR FUTURE CONNECTION 100 CFH ESTIMATED DEMAND PROVIDE DIRT LEG 1% CT ACWT PS : P4 P3 35 CAUTION: 8 Bi-1 00 NOT ROUTE PLUMBING n ABOVE CEILING ROUTE GRAIN EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE PLUMBING FLOOR PLAN LINES ABOVE ELECTRICAL PANELS OR EQUIPMENT W LIME TO YOKE (TIP.) CONNECTION F LAVATORY Vi P-TRAP #4 . KFMI IF WR SHUT-OFT VALVE. STRAINER & APOP-1 IN VERTICAL P1 P1 4TWCO N: SEE DETAIL 1/P2.0 WILLSA 3 I' CV UP PANEL 'n' 1402.1 07/18/2025 E.E.I. CONCRE FAD INF. CIVIL MOUSEKEEPING PAD 1 MONT City VIBRATION FADS (TYPICAL) No 1" cw. SEE CIVIL OTILITY N(e) Issue Issue Date Drawn By Revison Date Revember Date Revision PLAN FOR CONTINUATION 62 NEX GAS LINE 185 UNDERGROUND PLUMBING 1%" GAS LINE FLOOR PLAN UP TO SERVE UNIT (TYP.) SCALE P2.1 a FLOOR PLAN TEL 931 552 4771 email: bmartin@lylocookmanin.com ELECTRCIAL Registrary 310 Franklin Street Clarksville, TN 37040 TENNESS LYLES, TENNESSEE PRO 5202*90*60 V - ALLEN ARCHITECTS EDUCATION BUILDING E.E.I. E0.1 of - 1 SIVIS AGRICULTURAL/VOCATIONAL 07/18/2025 TIAT by - EAST HICKMAN HIGH SCHOOL 1402.1 ENTECH ENGINEERING the - EX.ESA SCALE 1 1 17 1" - 40'-0" 40'-0" USE ELECTRICAL FLOOR PLAN POWER CONDUIT DOWN & 8 DUT TO NEW VOCATIONAL BUILDING. PROVIDE 12) CONDUITS FI FOR FIRE ALARM AND DATA TO NEW VOCATIONAL BUILDING. EX.MO EX.FACT ENTECH ENGINEERING ALLEN ALMITTON aivis OF DN H-15 REMOTE EMERGENCY HEADS REMOTE EMERGENCY HEADS H-15 THRU[C] THRU C] EE LYLE LYLE-COOK-MARTIN ARCHITECTS 310 Franklin Street / Clarkaville, TN 37040 < TEL 931.552 477 , email: bmartin@lylocookmertin.com 09 OS EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE LIGHTING FLOOR PLAN M S HIGH EE 1402.1 REMOTE EMERGENCY HEADS REMOTE EMERGENCY HEADS CONTACTOR TIME-CLOCK 07/18/2025 E.E.I. & PHOTOCELL NEWA 3R GENERAL NOTES: Provect No had 19864 Date Date Drawn Re nion Revision Date Date Revison Date P Persion Date A. ALL EXIT AND EMERGENCY BATTERIES TO BE CONNECTED TD AN UNSWITCHED LEG OF THE LIGHTING CIRCUIT. B. COORDINATE ALL MOUNTING HEIGHTS WITH ARCHITECTURAL ELEVATIONS C. ALL EXTERIOR LIGHTS ROUTED THROUGH THE LIGHTING CONTACTOR TO BE CONTROLLED WITH THE PHDIOCELL INTIATED TIMECLOCK AIM PHOTOCELL LIGHTING 10 THE NORTH EAST. FLOOR PLAN SCALE E1.1 ENTECH ENGINEERING ALLEN / - in STATE OF GENERAL FIRE ALARM NOTES A. ALL REQUIRED DOCUMENTATION RECARDING THE DESIGN OF FIRE PROTECTION. AL ANW AND COMMUNICATION SYSTEMS AND THE PROCEDURES FOR WAINTENANCE. INSPECTION AND TESTING OF THE FIRE DETECTION. ALARM AND COMMUNICATION SYSTEMS SHALL M MAINTAINED AT are APPROVED. SECURED LOCATION FOR THE LIFE OF THE SYSTEM. B. FIRE ALARM CONTRACTOR MUST BE CERTIF IED IN ACCORDANCE WITH THE TENNESSEE ALARM CONTRACTORS LICENSING ACT OF 1991. 1CA TITLE 62. CHAPTER 32. C.OP C. ALL AUDIBLE NOTIFICATION DEVICES ARE TO HAVE A BTdb RATING AT 10 FEET. REFER 10 SPECIFICATION SECTION 16721. 1500 as Her D. THE THE ALARM CONTROL PANEL CIRCUIT DISCONNECTING MEANS SMALL HAVE RED MARKING AND SHALL BE ACCESSIBLE CHLY to AUTHORIZED PERSONAL AND SMALL M IDENTIFIED AS TIME AL ARM B CIRCUIT. THE LOCATION OF THE CIRCUIT DISCONNECTING MEANS A-7 A-2 02 1-6 SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM CONTROL UNIT. PROVIDE 'LOCK ON DEVICE FOR BREAKERIST SERVING FIRE CO E. COORDINATE INSTALLATION OF DUCT SMOKE DETECTORS WITH MECHANICAL. LYLE-COOK-MARTIN ARCHITECTS ALARM CONTROL UNITS. 310 Franklin Street / / Clarksville, TN 37040 TEL 931 552 / email: bmartin@lylocookmarin.com 13604 8-4/4 0.9 00 A-4/6 CEF 60A CO a 1500 CD 2 101 (T#19 EF#28 XII X YOU Bed 30A A.1 A-9/11 2508 N-1/9/11 A-5 B-5 co #: 10 C.EDI 0.00 EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE POWER/SYSTEMS FLOOR PLAN 8-8/10 M-1 PANEL "A" PANEL "B" FIRE ALARM SYSTEM LEGEND A-12/14 A-8/10 XFWI X X ITWR (.) STABOL DESCRIPTION with at. 60A 30A Yes 100M O X D B 0 EVAO THE ALAMA MANEGAGE PULL STATION a. THE - CELLING CUNTER HEAR C.SP @ FIRE ALSRA CEOLING COUNTED MORE DEFECTOR [0] FIRE CLAIM OUCT MANTER SACKS DEFECTOR PANEL 30A/31/WP 1402.1 XII H-8/10/12 X 07/18/2025 E.E.I. FIRE MARK FLAIMING LIGHTAGE A-13 A 09.05.2025 FIRE N.Me FLASHING LIGHT XI, FIRE ALAMA SPEASER/STROBE YOU - EIN FIRE ALORA CONTROL FAMEL. TOP (Detho " 1 ED FIRE ALLOW AMOUNT CONTROL at GENERAL NOTES: No FIRE A(APM DOOR HOLDER A. ALL 125-110V/IPH 15-20A RECEPTACLE CIRCUITS 10 BE FITTED WITH GFCI PROTECTION. FIRE NAME FLOW DETECTORYSWITCH Procect No I Cramile Revision Date Person Date 8. ALL RECEPTACLES TO BE TAMPER-PROOF TYPE. Feb ... TM ACAPM JAMPER FAI FIRE - POST INDICATOR wast PLAN NOTES: EL TIME 201 DETECTOR with as CONTACTOR 100 CLEVATOR RECHIE 1. COORDINATE EXACT LOCATION WITH TEACHER DESK LOCATION WITH OWNER/ARCHITECT (I) - KLAW "00 NOT use ELEVATOR" VII was KIND THE ALAPA WORK INCLUDE CONTROL FEVEL POWER/SYSTEMS THE ALAZA WORSE EVACUATION AUF FLOOR PLAN SCALE 1/4*= l'.0' E2.1 ENTECH ENGINEERING ALLEN a ALBRITORY SHARE STATE OF TERMINAL COMMUT MAIN BUS ELECTRODE JUMPER -145TALL PER AN ELECTRIC coxe HOUNT ADDITE WATER COMMERCLAD STRUCTURE (Dent REFERVED VISION 418 - DIFFERER APPROVED BOXES SERVICE ENTRANCE MAIN. within DRIVER CROUND 800 NEXT AMERICA DDI SMOKE MEUTRAL BUS (NTRANCE TO TIPICAL DESECTOR AIR OPENING PRIOR 10 OTHER VALVES CARMELO 11. e SUSPENSION EMIT (Dent MAIN INTRANCES COME who NEXT ach STRONE - WASTMOM OF STROOL STEEL HOME EACH CORNER OF 104 attached TIPICAL STRUCTURE CASPAIC I B WORL CONTROL ENTRANCE INSIDE LIGHT TATURE (SIN MES 1181 OUTLET HAVE SETECTOR DOA. PAYEL ABOVE CRAND : to TELEPHONE - ENTRANCE I the in 5 asses CARE 2. (DPPER out NOTE: ALL BROUNDING MATERIAL fooring *DOBING OR toox T MATTON FOUNDATION CONDUTT CHALL " SCHOOL COME - WINISON (Dedit 18 10 STATS. E to m 10P DENICE WIN. ABOVE GROUND CAS PIPING SHALL GROUND ING ELECTRODE AS PER - " WPA-54, SMALL as 10 SEPERATE CROUMD KINISHED- WENTION DEPENDED LINGTH SERVICE BOARD FLOOR $ SHALL T-BAR USER GROUND FROM ELECTRICAL SERVICE FOR SURFACE MOUNTED MAIN PANEL. CHOIRS MORES+ + BOTTOM or STATE LENS 13 M 10" all IN " us. WHICHEVER is LOWER, COMECTED AND g 2 or with ALLOR, WILL FAMILY SMALL MAYS THEIR ABOVE IN ARCHITECTS FINISHED at ass than AMD BELOW VIRISAD WIT (IM THAN SERVICE ENTRANCE GROUNDING TYPICAL LAY-IN FIXTURE INSTALLATION NFPA 72 AND ADA DEVICE INSTALLATION REQUIREMENTS SCHLEY - WILL word LYLE-COOK-MARTIN 310 Franklin Street / Clarksville TN 37040 TEL 931 552 4771 / omail bmartin@lylocookmartin.com C3 MAIL C1 85 MIN *NC COMMIT STUDDER INIO SPACE DOUBLE CAME BACABOR (SREEN) TAPPED HOLD WINIMAM 0 0 IN BOX the MOTE) BOX SUPPORT é COUNCER BOX 00 JOIN MERICON WASHER ACE SCREW 00 RINE with SINCE CANC OPENING Cate AND MUT 604 SUPPORT 10% JACK. THICKNESS AS PER ARCHITECTURAL METAL (Devit INCOMESS . BING SHALL MOIL NOTE: Ref SACWN APPROVED VERIFIED TYPE EXPLAN HOARD GROUND CONDUCTOR 3 PROTECT CONTINUOUS $0 we 4A 5 WASHINGT BLOCKY THAT REMOVAL DEVICE CLASSIFIED WOLDABLE MITTY M/ST M USED ON BOTH BOXES. BILL NOT INTERER CONDUCTOR CONTINUE DATA & COMMUNICATIONS OUTLET DETAIL RECEPTACLE GROUNDING DETAIL RECEPTACLE SEPARATION IN WALLS ELECTRICAL DETAILS SCALE) 1 MALE) ON MAIL 011 F5 F2 EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE TIMECLOCK SEE SPECS CYPSUM WALLSCARD МЕЗАСНИХ us 120 PHOTOCOLL . Eat SET WILL ANT OR 11 a LIGHTING WILL FOR Y CERCUITS CONDUTT ... CONSTRUCTION CONDUCT TRANSITION CONSTRUCTION fin APPLICABLE (w) 114 APPL ICABLE PHI TIMECLOCA PVC BELOW 1445 CONTACTS IN SEAR FINISHED FLOOK OPEN cun COMMETE SEAR F or EDUCACTS FOR COMPLETE SCAB PHOTOCLECTRIC THE R6 CO WAPER 1402.1 - INC BARRIOR TRANSITION 108 INCI 10 ELSOW EMERGON APPLI CONDUCT TRANSITION INC to DEC. 07/18/2025 III E.E.I. CC 5 TOM RECEIVE MIDIA LIGHTING CONTAINS SERIES FITTING APPLE WECHANICALLY HELD REQUIRED. TIPICAL swi MAKE a MRITS. IN. FROM - 10M - RESAURED SLEEVE REG TML MRICS RELAY SQUARE 8905 METHCROLY 10L SISTEM HO 1 CLOSE COM CONDUIT TRANSITION: Drivert By Revision Dele CONDUIT TRANSITION: Havewor Reverse GYPSUM WALL PENETRATION - 2 HOUR RATING METACAULK MECHANICALLY HELD OUTSIDE LIGHTING CONTROL PVC-TO-RGS IN SLAB PVC-TO-RGS BELOW SLAB RAI: DE MALE I or SEALE) Of G10 J8 G7 E3.1 ENTECH ENGINEERING ALLEN as WERE 1 resume sivis OF METAL SOL ID CONCRETE OR CONCRETE BLOCK TEMAT ISOLATED GROUND WALL CROUNDING 1" METACAULK 835 CONOUC TOR (GREEN) EMF 10 TAPPED HOLE 0 IN BOX "0 00 NO GROUNDING SCREW- #10- 32% in SLOTTED MEXACON HEAD. WASHER FACE SCREW EXPIRAL @ WIRE NUT METAL CONDUCT FOAM BACKING MATERIAL NOTE: WIRE MESH/STEEL SERVE ARCHITECTS GROUNDING CONDUCTOR IFOR CMJ WALL DNLT 310 0 Franklin Street / Clarksville, TN 37040 SHALL BE CONTINUOUS 50 . THAT REMOVAL OF DEVICE WILL NOT INTERFERE WITH METACAULK TEL 93 1,552 477 / omail: bmartin@lylocookmartin.com CONDUCTOR CONTINUITY. IULI SYSTEM NO. C-AJ-1035 ISOLATED GROUND RECEPTACLE INSTALLATION CONCRETE WALL PENETRATION 2 HOUR RATING - METACAULK SCALE: NONE SCALE: NONE F7 G9 USE EQUIPMENT EQUAL TO APT: TE/ΓA FOR FIRE ALARM TE/DA FOR TELEPHONE/DATA TO PREMISE DEVICE 8888888 TO INTERIOR DEVICE ....... REQUIRING PROTECTION ....... CROUND LUC #12 GROUND TO MAIN CROUND ELECTROOD NOTES: 1. MOUNT DEVICE APPROXIMATELY 10' AWAY FROM FIRE ALARM PANEL OR TELEPHONE EQUIPMENT. EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE ELECTRICAL DETAILS 2. TERMINATE OFF-PREMISE CONDUCTORS ON INPUT SIDE or DEVICE. 3. CONNECT OUTPUT SIDE OF DEVICE TO EQUIPMENT REQUIRING PROTECTION. 4. CONNECT THE GROUND LUG TO BUILDING GROUND WITH 3012 COPPER WIRE. TVSS INSTALLATION WIRING DIAGRAM INCOMING DATA AND FIRE LINES SCALE: NONE 1402.1 07/18/2025 E.E.I. J9 Provict No Issue Date I Revenue Own Revision Date Revision Date E3.2 ENTECH ENGINEERING ALLEN MEDICAL / name alvie OF LIGHTING FIXTURE SCHEDULE GENERAL ELECTRICAL LEGEND CAMPS TYPE MANUFACTURER CATALOG NUMBER MOUNTING REMARKS SYMBOL DESCRIPTION MTG. HGT. VOLT DTY TYPE A COLUMBIA MPS4-40HL-CW-EDU 120/ ** 37.6% LED SURFACE 4' LIMEAR STRIP O CEILING DUTLET. SURFACE FIXTURE 277 R CEILING DUTLET. SURFACE FIXTURE W/BATTERY BACK UP AE COLUMBIA WPS4-40HL-CW-EDU-ELL14 120/ - 37.6# LED SURFACE 4' LINEAR STRIP Q CEILING OUTLET. RECESSED IXTURE 277 W/ EM BATTERY 8 CEILING OUTLET. RECESSED FIXTURE w/BATTERY BACK UP BE COLUMBIA LCAT22-S-40L044SM-EDU-ELLI4 120/ ** 29.7W LED SURFACE 2X2 277 W/ EM BATTERY O+ BRACKET DUTLET , E10 PAL-C-LS-4K 120/ -- 35# LCD SURFACE WALLPACK SURFACE FLUORESCENT LIGHTING FIXTURE 277 RECESSED FLUORESCENT LIGHTING FIXTURE E COMPASS CCRGRC 120/ -- - UNV EXIT SIGN FLUDRESCENT STRIP LIGHT FIXTURE 277 X EXIT LIGHT. ARROWS AS SHOWN. DN LIFE SAFETY CIRCUII EE COMPASS CORD 120/ -- -+ UNV REMOTE HEADS 211 ZX EMERGENCY LIGHT WALL MOUNTED AT 7'-6" AFF. UON S SINGLE POLE SWITCH 48" AFF 53 THREE-WAT SWITCH 48" AFF ARCHITECTS S4 FOUR-WAY SWITCH 48" AFF BRANCH CIRCUITING LEGEND So DUAL TECHNOLOGY OCCUPANCY SINSOR SWITCH 48" AFF A-1 DME 1-POLE CET HOMERLIN to PANEL 1 0 1.Y.1.1: COOK-MARTIN 310 Franklin Street / Clarksville, TN 37040 TEL 931 552 4771 omail: bmartin@lylocookmartin.com DUPLEX GROUNDING RECEPTACLE 18" AFF A-1.3 TWO 1-POLE CKT HOMERUNS TO PANEL A 0 DUPLES GROUNDING RECEPTACLE ABC A-1.3.5 THREE I-POLE CAT HOMERUNS TO PANEL A O FLOOR RECEPTACLE A-1/3 ONE 2-POLE as NOVERON to PANEL A # DOUBLE DUPLEX GROUNDING RECEPTACLE 18" AFF A-1/3.2/4 TWO 2-POLE CKT HOMERUNS TO PANEL A @ JUNCTION OR PULL BOX A-1/3/5 DE I-POLE CAT NOMERUN TO PANEL A a MOTOR. (.f. DENOTES EXHAUST FAN NOTE: ALL MULTI-WIRE BRANCH CIRCUITS TO COMPLY WITH 2017 NEC 210.4 SM MANUAL MOTOR STARTER ON RELAY CONTROL X MAGNETIC MOTOR STARTER OR TERMINAL CONNECTION 8 SAFETY SWITCH. WP INDICATES NEMA 3R. FUSED. U.O.N. LIGHTING OR POWER PANEL ////// MAIN OR SUB-DISTRIBUTION PANEL ID TIME CLOCK SEC SPECS 4 CONTACTOR SEE SPECS @ PHDTO-ELECTRIC SWITCH + KIM MORTHEAST. SEC SPECS e THERMOSTAT, SEE MECHANICAL COMDUIT. CONCEALED 1N CEILING OR WALL - CONDUIT. CONCEALED IN SLAB DR BELOW FLOOR/GRADE EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE ELECTRICAL - CONDUIT. EXPOSED LEGENDS AND SCHEDULES CONDUIT. TURNING UP CONDUIT. TURNING DOWN CONDUIT. ELECTRICAL PRIMARY CONDUIT. ELECTRICAL SECONDARY WP WEATHERPROOF C GROUND FAULT CURRENT INTERRUPTING AFF ABOVE FINISHED FLOOR ABC ABOVE COUNTER UC UNDERCOUNTER UON UNLESS OTHERWISE NOTED GC GENERAL CONTRACTOR 1402.1 MC MECHANICAL CONTRACTOR 07/18/2025 E.E.I. A 09.05.2025 EC ELECTRICAL CONTRACTOR EDF ELECTRIC DRINKING FOUNTAIN WH WATER HEATER RIU ROOF TOP UNIT Provid No I Date Drawn #s Revember Date Revision Cate Reversion Date TTB TELEPHONE TERMINAL BOARD o MULTI USE OUTLET FOR VOICE. DATA. VIDEO 11"C. 10 ABOVE CEILING 18" AFT CEILING MOUNTED. DUAL TECHNOLOGY OCCUPANCY SENSOR POWER PACK AREA on STREET LIGHTING FEXTURE E5.1 ENTECH FAND - TYPE NONE MOUNTING SURFACE AMPS se 42300 FOR NO Ce FAMIL a TYPE NOOD MOUNTING SURFACE AMPS S/C 10000 FOR NO NS ENGINEERING ALLEN VOLTAGE 277-482V , 400 MAINS 400 AMP MCB SECTIONS SERVICE FROM MDR VOLTAGE 120-208V IF an MAINS 25 ALLP UCE SECTIONS # SERVICE FROM ATMAB I - FUSERER FOR CKT FOLE MASE W POLE CKT FOR PUSE SeR FUSEBER FOR CKT POLE W POLE DO FDR FUSE BER / COMMUNITY 0 C NO KW SERVES NO AMPS 2 - - AND AS NO SERVES KW NO - @ C NO KW SERVES NO AMPS PLS MPS PLS NO SERVES KW NO A 112 3 G2 XFMR 244 # 674 - - : 430 XFMR B G. no 20 1 A2 EF#28 116 1 120 - - 2 072 REC BY DOOR 42 20 1 a 822 3 - 18 32 - # 810 20 1 A2 FIRE ALARM EVAC #20 1 - 300 - . 4 68 60A RECEPT 01 to : SIVIS & " , , - 032 1 559 20 1 A2 EDF EF=2A RECEPTS 091 5 - - $ 20 0 468 20 3 A3 AC#1 4.43 7 B B4 $ 50 We-t AZ - - # J 43 AC#2 A3 20 2 20 - A2 REC EAST 0.90 1 240 - - 8 20 2 443 . A2 REC EAST 072 0 222 10 $ 50 - 8.64 - 10 4.42 20 1 - . 441 $1 - - 8 86 12 443 20 # SPARE 0 00 " - # 0.00 12 0 00 SPARE 20 1 20 1 42 LIGHTING SCE $20 13 240 - 14 120 IGHTING SIDE2 A2 : - 20 , SPARE 0.00 13 0.00 - - 14 0 00 SPD 03 30 3 20 1 22 D TERIOR LIGHTING 100 15 0.00 15 000 15 000 - 100 - 18 0 01 SHARE 10 . 20 I SPARE . - 20 % SPARE 0.00 17 - - 0.00 18 0.00 SPARE 20 1 20 , SPARE 222 17 - - 5.00 " 0.00 SPARE 0.00 19 0.00 20 0 00 SPARE 20 # 20 # SPARE 0 00 19 0.00 - - 20 0 00 SPACE ONLY 20 I 20 1 - - 20 . SPARE 0.00 21 - 0.00 - 22 0 00 SPACE 24 . 20 * SPARE 0.00 21 . 0.00 - 22 0 00 SPACE ONLY 20 - 20 0.00 - SPARE 0.00 23 % - - 8.00 24 0.00 SPACE 20 * 20 1 SPARE 0.00 23 - - 0.00 24 SPACE ONLY 1 20 1 SPACE ONLY 000 25 0.00 . - 26 0.00 SPD 83 M 3 20 - SPACE ONLY 0.00 25 000 - - 26 0.00 SPACE ONLY of - 0 00 28 0.00 20 # SPACE ONLY 0.00 27 - 0 00 - 28 0.00 SPACE CALY R - 20 , SPACE ONLY IF - 0.00 - 20 1 SPACE ONLY 0.00 22 - - 0.00 30 0 00 20 1 SPACE ONLY 000 29 - - 0.00 30 0.00 SPACE ONLY 20 I TOTALG 11.00 2618 22 38 20 * SPACE ONLY 000 21 0 00 - - 32 0 00 SPACE ONLY 20 , TOTAL 46.50 20 # SPACE ONLY 0 00 33 - 000 - 34 000 SPACE ONLY 20 # ARCHITECTS 20 . SPACE ONLY 0.00 35 310 Franklin Street Clarksville TN 37040 - - 0 00 38 0.00 SPACE ONLY n , 20 . SPACE ONLY 0.00 37 0.00 - - 38 0.00 SPACE ONLY 20 1 PANEL - TYPE NOCO MOUNTING SURFACE AMPS w 10000 FORNO NS LYLE-COOK-MARTIN TEL 931.552.477 omail: bmartin@lylocookmartin.com SPACE ONLY : # VOLTAGE JP an MAPES 225 AMP MCB SECTIONS SERVICE FROM XPWR'A 20 If SPACE ONLY 0.00 30 - 0.00 - 40 0.00 FUDEOR FOR CKT FOLD PMASE POLE CKT FOR FUSE EAR 20 II SPACE ONLY 0 00 at - - 0.0 J2 $ 00 SPACE ONLY 20 . AMPS PLS NO SERVES KW NO * # C NO KW SERVES NO LUPS PLS TOTALS 430 810 5.50 20 : 42 EF#18 111 - 190 - - 2 072 REC DOOR A2 20 . TOTAL IT 09 20 R SPARE 222 , - 588 - . 468 60A RECEPT 01 60 2 20 1 42 - EF#14 RECEPTS 091 5 - - 5 5% 6 400 20 # *: REC -WEST 0.54 T 0.54 - - B 0.00 SPARE 20 , LOAD SUMMARY BRANCH CIRCUIT AND FEEDER LEGEND Farm * V2/18 450 Phase 30 2 B+ 30A REC 234 9 - 234 - 12 0 00 SPARE 20 1 FEEDER NO. CONDUIT AND WIRE 234 " - - 2 34 12 0.00 SPARE 20 I LOAN Type Connected KW Demand Pacior Demand KW Phase AMPS 42 V #12 #12 GND. 20 1 SPARE 0.00 13 0.00 - - 14 0.00 SPD B1 30 , LIGHTING 340 100 330 409 A3 3,8 #12 #12 CND. 20 , SPARE 0.00 " - 0 00 - 16 000 RECEPTACLES 27 00 - 1850 22 25 81 " #10 & #10 GND. MISC 20 - SPARE 00 11 - # 0.00 18 0 00 8.58 1.00 6 58 791 83 3/4" AID #10 CND. 20 1 SPACE ONLY #00 12 0.00 . 20 0 00 SPACE ONLY 20 If HEATING - 0.00 100 0.00 0.00 01 " = & #10 GHD. 20 # SPACE ONLY 0 00 21 - 0.00 . 22 000 SPACE ONLY 20 1 COOLING 26 58 100 26 58 31.97 NS 2½" #4/0 #2 GND. 0.00 24 800 SPACE ONLY 20 - KITCHEN EQUIP 20 . SPACE ONLY 0.00 23 - 0.00 100 0.00 0.00 G2 1% #2 #6 GND. 20 1 SPACE ONLY 0.00 25 0.00 - 26 0.00 SPACE ONLY 20 1 MEDICAL EQUIP - 0.00 1.00 0.00 000 06 4" "600MCM & #3 GND. SPACE ONLY MOTORS 20 # SPACE ONLY 0.00 27 - 0.00 - 28 000 20 # # 00 100 € 00 0.00 20 - SPACE ONLY 0.00 29 - . 0.00 30 0 00 SPACE ONLY 20 - ELEVATORS 0 00 100 0 00 0 GO EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE ELECTRICAL RISER AND PANELBOARDS 20 # SPACE ONLY 0.00 31 0.00 - - N 0.00 SPACE ONLY 20 1 WATER HEATERS 100 1 00 1.00 301 20 1 SPACE ONLY 000 " 000 H 000 SPACE ONLY if 1 SPARE CAPACITY - - 0.00 1.00 0 00 0.00 20 I SPACE ONLY 0.00 25 . - 0 00 36 0 00 SPACE-ONLY 20 I Total 68.56 - 18 08 BN 20 1 SPACE ONLY 0.00 37 0.00 - - 08 000 SPACE ONLY 20 I Minimum Tender AMPS # 25 * 87 29 20 $ SPACE ONLY 0.00 39 - 0.00 - 5 0.00 SPACE ONLY 20 1 Fewter AMPS used 400 INTERIOR EXTERIOR INTERIOR INTERIDA 20 1 SPACE ONLY 0.00 41 - - 0.00 12 0 00 SPACE ONLY 20 . MAIN BLOG NEW BLDG NEW BLDG TO SIDE SIDE 2 TOTALS 244 822 TOTAL 1659 MMI IT WI '62' TSAVA 75KVA TO XFMR TO PANEL GROUND "G2" ER) PER NEC "NS" 'NS' 1402.1 07/18/2025 E.E.I. NEMA 34 ARTICLE 250 GROUND PER NEC A 09.05.2025 ARTICLE 250 PANEL FAMIL PANEL (EX) PANEL H B MOP 400A 2254 2254 MCB MCD IX PROVIDE NEW 400A/3P 0 NEMA 3A BREMER TO MATCH CRISTING BREAKER. Project No laws Date Drawn By Revoluedate Revision Date Paymon Date PROVIDE ALL ITEMS 10 400 THIS BREAKER, 06 COORDINATE ROUTING GROUND PER NEC ARTICLE 250 WITH OWNER/ARCHITECT AND DETAIL 'C1' RISER NOTES: A. BOND ALL PANELBOARD GROUNDING BUSSES TOGETHER WITH MINIMUM #10 AWG COPPER CONDUCTOR IN CONDUIT IN ACCORDANCE WITH NEC 517.14 277/480 VOLT, PHASE 4 WIRE E6.1 SHEET B. TRANSFORMERS SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICAL 250 ELECTRICAL RISER DIAGRAM AND DETAIL C4. SCALE: NONE C. EXISTING COUTPMENT is DENDTED WITH '(EX)'. ## Table 1 | | DRAWINGS: | ISSUE DATE. | REVISION DATE: | REVISION NO. | | --- | --- | --- | --- | --- | | T10 | TITLE LIFE SAFETY PLAN | 07/18/2025 | 09 2025 | | | CO 0 | TITLE SHEET | 07/14/2005 | 09 05 2023 | | | C10 | DEMOSITION PLAN | 6/18/2020 | 2025 | | | C20 | SITE UNITY PLAN | | 81.05.2025 | | | C30 | GRADPIG PLAN | 07/18/2025 | 01-05 2025 | | | CA0 | DETAIL SHEET | 07/18/2025 | 09 05 2025 | | | A20 | FLOOR PLANS REFLECTED COLING ROOF PLAN | | | | | A30 | ELEVATIONS SCHEDULES | 07/18/2025 | | | | A40 | BULDING SECTIONS | | | | | $10 | GENERAL NOTES SCHEDULE | 01/18/2025 | | | | SII | FOUNDATION PLA | 07/18/2015 | | | | S21 | NOOF PLAN | AMAZON | | | | S31 | DETAILS | 87/18/2025 | | | | $41 | FRAMING FAILS | 07/18/2023 | | | | MII | HVAC LEGENDS AND SCHEDULES | 07/18/2025 | | | | M21 | FLOOR PLAN | 07/18/2023 | | | | M31 | IIVAC DETAILS | 07/18/2025 | | | | P2 0 | FLOVING LEGENDS SCHEDULES AND DETALS | 07/18/2025 | | | | P21 | PLUMBING FLOOR PLAN | | | | | E01 | ELECTHICAL FLOOR PLAN | 01/18/2015 | 09 05 2025 | | | E11 | LIGHTING 1008 PLAN | anthous | | | | E21 | FORER/SYSTEMS FLOOR PLAN | | 01 06 2025 | | | E31 | ELECTRICAL DETAILS | 07/18/2025 | | | | E32 | ELECTRICAL DETAILS | 07/18/2025 | | | | E51 | ELECTRICAL LEGENDS AND SCHEDULES | 6/18/2025 | MM 2025 | | | EB 1 | ELECTRICAL MISCH BOARDS | 01/18/2020 | ****** | | ## Table 2 | EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE | TITLE SHEET & LIFE SAFETY PLAN | | --- | --- | ## Table 3 | GROUP E: | FT. | | --- | --- | | TOTAL BUILDING AREA | 2,400 SQ. FT. | ## Table 4 | ROOF INSULATION | R-38 | | --- | --- | | WALLS ABOVE GRADE | R-19 | | SLAB ON GRADE FLOOR | NR | | ENTRANCE DOORS | U-0.37 | | GARAGE DOORS | U-0.31 | | LOADING | | | See Structural Drawings for all loading | criteria | | FIRE RESISTANCE RATING | | | 0 PER TABLE 601 | | ## Table 5 | EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE | TITLE SHEET | | --- | --- | ## Table 6 | Sheet | List Table | | --- | --- | | Sheet Number | Sheet Tille | | C0.0 | TITLE SHEET | | C1.0 | DEMOLOTION PLAN | | C2,0 | SITE & UTILITY PLAN | | C3.0 | GRADING PLAN | | C4.0 | DETAIL SHEET | ## Table 7 | 1402.1 | 07/18/2025 | DKW | 09/05/2025 | | | | --- | --- | --- | --- | --- | --- | | Project No I - Proced at | issue Date Issue Date | Drawn By | Revenue Date | Revenue Date | | ## Table 8 | EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE | GRADING PLAN | | --- | --- | ## Table 9 | - | 8 | 8 | - | - | - | | --- | --- | --- | --- | --- | --- | | -- | H | - | - | - | | | - | - | 8 | -- | - | - | | - | - | ® | ® | - 0 | ft E | ## Table 10 | | DOOR SCHEDULE | | | | | | | | | | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | DOOR | DOOR | | | | TRAME | | | DETAILS | | FIRE | HARDWARE | REMARKS | DOOR | | NO | SIZE | MAT | TYPE | GLASS | MAT | TYPE | JAMB | HEAD | Sall | RATING | SET | | NO | | 10011 | 10114 | as | B | IGRENP | - | #2 | WA30 | MAIN | | | 2 | | 1001 | | | TOTAL | NM | A | | THE | F2 | EASE | WA3050A | | | . | | 1007 | | 100.3 | TEXTS | HER | A | | YMA | F2 | WAID | 71630 | | | | | 1003 | | | | SN | c | | 571 | | | | | | | | CH1100 | | 101 | YOUR | FOR | A | . | | " | VATO | VALIDAM | | | ) | | 121 | | 102 | TEXTO | in | e | IG/TEMP | 1113 | " | WASE | FAID | | | 2 | | 0.2. | | NO2 | | *** | A | | HRS | Γa | GAID | 1430 | | | | | 1033 | | CHNQ | | 111 | C | | STL | | | | | | | | CATIZ | | 103 | HATE | the | A | | HM | 12 | MADE | MAID EM | | | 3 | | 103 | ## Table 11 | | ROOM FINISH | | SCHEDULE | | | | | | | | | | | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | | FLR | BASE | | | | WALLS | | | | | | CERING | | NOTES | ROOM | | ROOM NO. | ROOM NAME | | | | NORTH | | SOUTH | EAST | | | WEST | | | | | NO. | | | | MAT | TYPE | MAY | FIN | MAY | FIN | MAT | FIN | MAT | FIN | MAY | FIN | HGT | | | | Me | HVAC TECHNOLOGIES | MC | RCB | [X] PLANT SS | PT-2 | PLAYER SS | PT2 | FLYD | PT.2 | LIVE | PT-2 | EXP | PM | VAII | 1 | 100 | | not | HOKEY | LC | RCO | as | P12 | as | PT.2 | = | PTR | 55 | PT.7 | PLAD | PIC | 2-07 | , | - | | MV | AGRICUL TURE TECHNOLOGIES | te | RCB | INVOICE | F12 | NW | P1.2 | and | P12 | | P12 | EMP | FIA | WAB | # | | | 103 | TORET | 5C | HCA | is | me | $5 | P12 | 55 | F1.2 | ss | PTD | FLWD | PT2 | N 47 | 1 | MES | ## Table 12 | | TOILET | ACCESSORIES | | | | --- | --- | --- | --- | --- | | DE DON | TYPE/SEVILE | MODEL NO | MOUNTRING HEIGHT | # MAIRS | | TPD | ENTX | | | OWER FURNSHED OWNE | | 08 | 1/2" DIA 47 C/C CFCI | can | M' MCH 101 OF CRAB BAR 147 OFF or BACK WALL OF STALL | PROVIDE BLOCKING 10 SUPPORT 150 LOAD AT ANY POINT ANY DELICTION | | 602 | 10" IXA M' CC erer | BOOK - 367 | 34° INCH 104 or GRAD BARL FOR OF une WALL ADJACEME to TOKET | Il PROVIDE RECOCKING AND INT TO CUPPOSE CAD APTER AT are POINT DU NH DIRECTION | | PIO | C/O | | | OWNET UNITED OWNE M | | 50 | or or | | | COME UNIVERSABLE OWNER INS TAI | | FND | CFCI | BOBRICK B-270 | 28' to TOP OF UNIT 1' FROM RICHES OF TOLET TO CENTER or DISPENSER OFFOSITE or TPO | CONTRACT OR URNISHED CONTRACTOR INSTALLED | | LESS | a | BOBBICK BISA N36 | 40 All ADCE store | 24° X SURI ACE MOUNT CONTRACT TOIL UNITED CONTRACTOR IN | ## Table 13 | | LINTEL SCHEDULE | | --- | --- | | WALL TYPE | LINTEL SIZE OPENINGS UP TO 6'-4" WIDE, U NO | | 2x8 STUDS | (11/2 ORB BITCH PLATES | | 2.4 STUDS | (2): w/7/16* OSB | | | | | | | | | | | | | | | | ## Table 14 | MARK | LINTEL SIZE FOR MARKED LOCATIONS | | --- | --- | | " | 00 *** " THAN will FL WICOD | | | | | | | | | | | | | | | | ## Table 15 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | | as | | | | | | | | | | | | | I | | - (1) | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | was | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | I | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | - | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 1 | | - | | | | | | 1 - | | | | | | | | | | | | | | | | | | | | | | THE | | | | | | | | | 1 | | | | | | | | | | | | | | | ## Table 16 | PACKAGED AC UNIT | SCHEDULE | | | --- | --- | --- | | UNIT DESIGNATION | ACAI | AC#2 | | TYPE | GAS PACK HOR | GAS PACK HOR | | SERVICE | CA#1 | CR#2 | | ACCESSORIES | ... | --- | | O.A. DAMPER ECON. OR 2-POS. | 0 | 0 | | CURB | NO. PAD MOUNTED | NO. PAD MOUNTED | | FILTERS | 2". 30%/MERV B. T.A. | 2". 30%/MERV 8. T.A. | | HUMIDITY CONTROL | YES-H.G.R. | TES-H.G.R. | | SUPPLY FAN | ... | *** | | TOTAL C.F.M. | 2.000 | 2.000 | | D.A. MINIMUM | 600 | 600 | | EXTERNAL S.P. | 0.75 | 0.75 | | H.P. | 3.0 | 3.0 | | VOLTAGE | 460/1/60 | 460/1/60 | | HEATING COIL | 5$ | 55 | | FUEL | NATURAL GAS 2-STAGE | NATURAL GAS 2-STAGE | | HEATING CAP. INPUT MBH | 150.0 | 150.0 | | HEALING CAP. DUTPUT MBH | 121.5 | 121.5 | | E.A.D.B./L.A.D.B. | 50.6/106.6 | 50.6/106.6 | | COOLING COIL | *** | ... | | TOT/SENS CAP. (WBH) | 62.4/48 | 62.4/48.3 | | E.A.D.B./E.A.M.B. | 80/67 | 80/67 | | CONDENSING SECTION | ... | ... | | COMP. F.L.A. | 7.9 | T.9 | | COND.FANS F.L.A. | 0.7 | 0.1 | | UNIT M.C.A./M.O.C.P. | 16.0/20 | 16.0/20 | | VOLTAGE | 460/3/60 | 460/3/60 | | O.A.D.B. | 95°F | 95°F | | MIN. S.E.E.R. | 16.4 | 16.4 | | MANUFACTURER | TRANE | TRAME | | MODEL | YHK-060 | YHK-060 | | WEIGHT libs) CONT CURB) | 1.000 | 1.000 | | DIMENSIONS IL H1 | 88"X53"X51" | 88"X53"X51" | ## Table 17 | GENERAL | MECHANICAL LEGEND | | --- | --- | | SYMBOL | DESCRIPTION | | | SUPPLY DUCTWORK | | | RETURN DUCTWORK | | | EXHAUST DUCTWORK | | | OUTSIDE AIR DUCTWORK | | | FIRE DAMPER | | | COMBINATION FIRE & SMOKE DAMPER | | | SUPPLY AIR DIFFUSER | | | RETURN DR EXHAUST AIR REGISTER | | | DAMPER | | | ROUND DUCTWORK OR FLUE UP THRU MOOF OR SLAD | | | SUPPLY DOCT THAU SLAB OR ROOF SEE PLANS | | | RETURN OR EXHAUST DUCT THRU SLAB DR RODF SEE PLANS | | | UNDERCUT DDOR % | | | DOOR GRILLE SEE PLANS FOR SIZE | | L | MANUAL VOLUME DAMPER IM.V.O.1 | | +0 | MOTORIZED VOLUME DAMPER | | S.O. | SMOKE DETECTOR | | - | 8"0 NECK SUPPLY AIR DIFFUSER @ 200 C.F.W. | | 150M | 8"18" RETURN AIR REGISTER 0 150 C.F.M. | | 676 100k | 6"X6" EXHAUST AIR REGISTER P 100 C.F.M. | | | SPACE THERMOSTAT MOUNTING HEIGHT PER ADA 148" AFF 1 | | H | SPACE HUMIDISTAT | | | WALL SWITCH FOR CONTROL MOUNTING HEIGHT PER ADA | | | ELECIRIC DUCT HEATER | | //// | COIL SEE PLANS FOR TYPE | | | ROOM A.C. UNIT | | - E.W.H. | ELECTRIC WALL HEATER | | D | ELECTRIC UNIT HEATER CEILING MOUNTED | | U.C.S. | UNIT CONNECTION SIZE | | F.V.S. | FIELD VERIFY SIZE | | U.O.N. | UNLESS DIMENSISE NOTED | ## Table 18 | FAN SCHEDULE | | | | --- | --- | --- | | UNIT DESIGNATION | EF#1A 2A | EF#18 2B | | TYPE | CENTRIFUGAL CEILING | CENTRIFUGAL CEILING | | SERVICE | RESTROOMS | SHOPS | | c.Γ.M. | 50 | 550 | | STATIC PRESSURE | 0.375 | 0.375 | | SONES | 2.5 | 2.0 | | POWER TAMPSI | 50 WATTS | 0.5 HP | | VOLTAGE | 120-1-60 | 120-1-60 | | ACCESSORIES | ... | +++ | | DAMPER TYPE | BACKDRAFT | BACKORAFT | | SCREEN TTPE | ... | --- | | MOTOR WITH INTERNAL OVERLOAD | YES | ECM | | S.S.S. CONTROLLER | YES | ... | | WALL/RDOF CAP. | LOUVER-SEE PLANS | LOUVER-SEE PLANS | | MANUFACTURER | COOK | COOK | | MODEL - | GC-166 | GCVF-900 | ## Table 19 | EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE | H.V.A.C. FLOOR PLAN | | --- | --- | ## Table 20 | EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE | HVAC DETAILS | | --- | --- | ## Table 21 | | | | ELECTRIC | | WATER | HEATER | | SCHEDULE | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | DESIGNATION | K.W. | VOL TAGE | NO. OF ELEMENTS | TEMP. RISE | RECOVERY C.P.M. | STORAGE CAP.IGAL. | TANK DIA. | TANK HEIGHT | MANUFACTURER | MODEL NUMBER | | WH-1 | 3 | 208/1/60 | 1 | 100" | 12 | 10 | 16" | 19" | LOCHINVAR | JER-10 SJG | ## Table 22 | | PLUMBING LEGEND | | | --- | --- | --- | | SYMBOL | DESCRIPTION | ABBREVIATIONS | | | COLD WATER UNDERGROUIND/UINDERSLAB) | | | | COLD WATER | C.W. | | | HDT WATER | H.W. | | ss | SANITARY SEVER UNDERGROUND | | | | VENT | V | | OV.T.R. | VENT THROUGH THE RDDF | V.T.R. | | C.O. C.D. | CLEAN-OUT | C.O. | | PI | FIXTURE IDENTIFICATION ISEE SPECIFICATIONS) | | | Ф TO | VALUES ISSE SPECIFICATIONS FOR TIPE) | | | | REDUCED PRESSURE BACKFLOW PREVENTER | R.P.B.P. | | | NATURAL GAS | C | | | GAS VALVE IPLUG COCK) | | | 6 | PRESSURE REDUCING VALVE | P.R.V. | ## Table 23 | | FIXTURE CONNECTION | SCHEDULE | | | | | --- | --- | --- | --- | --- | --- | | P-# | DESCRIPTION | C.E. TIME | H.W. (IN.) | WASTE THAT | VENT ONLY | | P1 | H'CAP. WATER CLOSET (TANK TYPE FLOOR MOUNTED AMERICAN STANDARD 215AA.004 1.6 C.P.F. VITREOUS CHINA H'CAP. WATER CLOSET w/ELONGATED BOWL. CHURCH 9500SSCT OPEN FRONT ELONGAED SEAT. MCGUIRE 173 SUPPLY/STOP | ", | *** | 4 | 2 | | P2 | LAVATORY WALL HUNG) AMERICAN STANDARD 0355.012 LAVATORY SYMMONS 5-20-0 SINGLE LEVEL FAUCET McGUIRE 155mc DFF-SET CRID STRAINER w/TAIL PIECE McGUIRE 8812 " GA. CAST BRASS P-TRAP McGUIRE F110LK SUPPL Y/STOP IURN 21231EZ LAVATORY CARRIER PROVIDE PRE-MOLDED INSULATION DN P-TRAP AND SUPPLY/STOP | , | z | 7 | 1% | | PJ | WATER COOLER ISINGLE. WALL HUNG W/BOTTLE FILLER) DASIS PG85BF STAINLESS STEEL COOLER W/BOTTLE FILLING STATION AND FILTER McCUIRE 8872 7 CA. CAST BRASS P-TRAP McGUIRE TOLK SUPPLY/SIDP INSTALL AT ADA ACCESSIBLE HEIGHT | 2 | ... | 15 | 12, | | P4 | UTILITY SINK (FLOOR MOUNTED w/ss LEGS1 MUSTEE ITS 34 23 23-1/2 w/93.600 CHROME FINISH. CENTERS. SWING FAUCET MCGUIRE FLHSTOGLKSB SUPPLY/STOP MCGUIRE TL15004017 TAILPIECE McGUIRE 8872 17 GA. CAST BRASS P-TRAP PROVIDE PRE-MOLDED INSULATION ON P-TRAP AND SUPPLY/STOP | "I | , | 12 | they | | P5 | ZURN 2-1321-CIL EXPOSED. NON-FREEZE ANTI-SIPHON. AUTOMATIC DRAINING WALL HYDRANT | 3ra | : | +++ | | ## Table 24 | | | GAS | CONNECTION SCHEDULE | | --- | --- | --- | --- | | ITEM GX | DESCRIPTION | REMARKS | DEMAND LOAD | | GR | AC#1 | 150 C.F.H. | SEC THIS SHEET FOR TIPICAL CAS CONNECTION DETAIL CAS PIPE SIZING BASED CH 200 11. CONCEST BON WITH | | 3 | AC#2 | 150 C.F.H. | A 1-11" K.C. DELIVERY PRESSURE | ## Table 25 | EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE | PLUMBING FLOOR PLAN | | --- | --- | ## Table 26 | EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE | LIGHTING FLOOR PLAN | | --- | --- | ## Table 27 | | FIRE ALARM SYSTEM LEGEND | | | --- | --- | --- | | STABOL | DESCRIPTION | with at. | | O | THE ALAMA MANEGAGE PULL STATION | | | a. | THE - CELLING CUNTER HEAR | | | @ | FIRE ALSRA CEOLING COUNTED MORE DEFECTOR | | | [0] | FIRE CLAIM OUCT MANTER SACKS DEFECTOR | | | XII | FIRE MARK FLAIMING LIGHTAGE | | | X | FIRE N.Me FLASHING LIGHT | | | XI, | FIRE ALAMA SPEASER/STROBE | | | EIN | FIRE ALORA CONTROL FAMEL. TOP (Detho " 1 | | | ED | FIRE ALLOW AMOUNT CONTROL at | | | | FIRE A(APM DOOR HOLDER | | | | FIRE NAME FLOW DETECTORYSWITCH | | | ... | TM ACAPM JAMPER | | | FAI | FIRE - POST INDICATOR wast | | | EL | TIME 201 DETECTOR with as CONTACTOR 100 CLEVATOR RECHIE | | | (I) | - KLAW "00 NOT use ELEVATOR" VII was | | | KIND | THE ALAPA WORK INCLUDE CONTROL FEVEL | | | | THE ALAZA WORSE EVACUATION AUF | | ## Table 28 | EAST HICKMAN HIGH SCHOOL AGRICULTURAL/VOCATIONAL EDUCATION BUILDING LYLES, TENNESSEE | ELECTRICAL DETAILS | | --- | --- | ## Table 29 | | | LIGHTING FIXTURE | | | SCHEDULE | | | | --- | --- | --- | --- | --- | --- | --- | --- | | TYPE | MANUFACTURER | CATALOG NUMBER | VOLT | DTY | CAMPS TYPE | MOUNTING | REMARKS | | A | COLUMBIA | MPS4-40HL-CW-EDU | 120/ 277 | ** | 37.6% LED | SURFACE | 4' LIMEAR STRIP | | AE | COLUMBIA | WPS4-40HL-CW-EDU-ELL14 | 120/ 277 | - | 37.6# LED | SURFACE | 4' LINEAR STRIP W/ EM BATTERY | | BE | COLUMBIA | LCAT22-S-40L044SM-EDU-ELLI4 | 120/ 277 | ** | 29.7W LED | SURFACE | 2X2 W/ EM BATTERY | | , | E10 | PAL-C-LS-4K | 120/ 277 | -- | 35# LCD | SURFACE | WALLPACK | | E | COMPASS | CCRGRC | 120/ 277 | -- | - | UNV | EXIT SIGN | | EE | COMPASS | CORD | 120/ 211 | -- | -+ | UNV | REMOTE HEADS | ## Table 30 | | GENERAL ELECTRICAL LEGEND | | | --- | --- | --- | | SYMBOL | DESCRIPTION | MTG. HGT. | | O | CEILING DUTLET. SURFACE FIXTURE | | | R | CEILING DUTLET. SURFACE FIXTURE W/BATTERY BACK UP | | | Q | CEILING OUTLET. RECESSED IXTURE | | | 8 | CEILING OUTLET. RECESSED FIXTURE w/BATTERY BACK UP | | | O+ | BRACKET DUTLET | | | | SURFACE FLUORESCENT LIGHTING FIXTURE | | | | RECESSED FLUORESCENT LIGHTING FIXTURE | | | | FLUDRESCENT STRIP LIGHT FIXTURE | | | X | EXIT LIGHT. ARROWS AS SHOWN. DN LIFE SAFETY CIRCUII | | | ZX | EMERGENCY LIGHT WALL MOUNTED AT 7'-6" AFF. UON | | | S | SINGLE POLE SWITCH | 48" AFF | | 53 | THREE-WAT SWITCH | 48" AFF | | S4 | FOUR-WAY SWITCH | 48" AFF | | So | DUAL TECHNOLOGY OCCUPANCY SINSOR SWITCH | 48" AFF | | 0 | DUPLEX GROUNDING RECEPTACLE | 18" AFF | | 0 | DUPLES GROUNDING RECEPTACLE | ABC | | O | FLOOR RECEPTACLE | | | # | DOUBLE DUPLEX GROUNDING RECEPTACLE | 18" AFF | | @ | JUNCTION OR PULL BOX | | | a | MOTOR. (.f. DENOTES EXHAUST FAN | | | SM | MANUAL MOTOR STARTER ON RELAY CONTROL | | | X | MAGNETIC MOTOR STARTER OR TERMINAL CONNECTION | | | 8 | SAFETY SWITCH. WP INDICATES NEMA 3R. FUSED. U.O.N. | | | | LIGHTING OR POWER PANEL | | | ////// | MAIN OR SUB-DISTRIBUTION PANEL | | | ID | TIME CLOCK SEC SPECS | | | 4 | CONTACTOR SEE SPECS | | | @ | PHDTO-ELECTRIC SWITCH + KIM MORTHEAST. SEC SPECS | | | e | THERMOSTAT, SEE MECHANICAL | | | | COMDUIT. CONCEALED 1N CEILING OR WALL | | | - | CONDUIT. CONCEALED IN SLAB DR BELOW FLOOR/GRADE | | | - | CONDUIT. EXPOSED | | | | CONDUIT. TURNING UP | | | | CONDUIT. TURNING DOWN | | | | CONDUIT. ELECTRICAL PRIMARY | | | | CONDUIT. ELECTRICAL SECONDARY | | | WP | WEATHERPROOF | | | C | GROUND FAULT CURRENT INTERRUPTING | | | AFF | ABOVE FINISHED FLOOR | | | ABC | ABOVE COUNTER | | | UC | UNDERCOUNTER | | | UON | UNLESS OTHERWISE NOTED | | | GC | GENERAL CONTRACTOR | | | MC | MECHANICAL CONTRACTOR | | | EC | ELECTRICAL CONTRACTOR | | | EDF | ELECTRIC DRINKING FOUNTAIN | | | WH | WATER HEATER | | | RIU | ROOF TOP UNIT | | | TTB | TELEPHONE TERMINAL BOARD | | | o | MULTI USE OUTLET FOR VOICE. DATA. VIDEO 11"C. 10 ABOVE CEILING | 18" AFT | | | CEILING MOUNTED. DUAL TECHNOLOGY OCCUPANCY SENSOR | | | | POWER PACK | | | | AREA on STREET LIGHTING FEXTURE | | ## Table 31 | | BRANCH CIRCUITING LEGEND | | --- | --- | | A-1 | DME 1-POLE CET HOMERLIN to PANEL 1 | | A-1.3 | TWO 1-POLE CKT HOMERUNS TO PANEL A | | A-1.3.5 | THREE I-POLE CAT HOMERUNS TO PANEL A | | A-1/3 | ONE 2-POLE as NOVERON to PANEL A | | A-1/3.2/4 | TWO 2-POLE CKT HOMERUNS TO PANEL A | | A-1/3/5 | DE I-POLE CAT NOMERUN TO PANEL A | | NOTE: ALL MULTI-WIRE | BRANCH CIRCUITS TO COMPLY WITH 2017 NEC 210.4 | ## Table 32 | FAMIL | a | | TYPE NOOD | MOUNTING | | SURFACE | | AMPS | S/C | 10000 | | FOR | NO | NS | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | VOLTAGE | | 120-208V | IF an | MAINS | 25 | ALLP | UCE | | SECTIONS | # | SERVICE FROM | ATMAB | | | | FUSEBER | | FOR | | CKT | POLE | | W | | POLE | DO | | FDR | FUSE BER | | | MPS | PLS | NO | SERVES | KW | NO | A | 0 | C | NO | KW | SERVES | NO | AMPS | 2 | | 20 | 1 | A2 | EF#28 | 116 | 1 | 120 | - | - | 2 | 072 | REC BY DOOR | 42 | 20 | 1 | | 20 | 1 | A2 | FIRE ALARM EVAC | #20 | 1 | - | 300 | - | . | 4 68 | 60A RECEPT | 01 | to | : | | 20 | 1 | A2 | EDF EF=2A RECEPTS | 091 | 5 | - | - | $ 20 | 0 | 468 | | | | | | 20 | - | A2 | REC EAST | 0.90 | 1 | 240 | - | - | 8 | $ 50 | We-t | AZ | 20 | 2 | | 20 | 1 | A2 | REC EAST | 072 | 0 | - | 222 | . | 10 | $ 50 | | | | | | 20 | # | | SPARE | 0 00 | " | - | # | 0.00 | 12 | 0 00 | SPARE | | 20 | 1 | | 20 | , | | SPARE | 0.00 | 13 | 0.00 | - | - | 14 | 0 00 | SPD | 03 | 30 | 3 | | 20 | I | | SPARE | 0.00 | 15 | . | 000 | - | 15 | 000 | | | | | | 20 | , | | SPARE | 222 | 17 | - | - | 5.00 | " | 0.00 | | | | | | 20 | # | | SPARE | 0 00 | 19 | 0.00 | - | - | 20 | 0 00 | SPACE ONLY | | 20 | I | | 20 | * | | SPARE | 0.00 | 21 | . | 0.00 | - | 22 | 0 00 | SPACE ONLY | | 20 | - | | 20 | 1 | | SPARE | 0.00 | 23 | - | - | 0.00 | 24 | 0.00 | SPACE ONLY | | % | 1 | | 20 | - | | SPACE ONLY | 0.00 | 25 | 000 | - | - | 26 | 0.00 | SPACE ONLY | | of | - | | 20 | # | | SPACE ONLY | 0.00 | 27 | - | 0 00 | - | 28 | 0.00 | SPACE CALY | | R | - | | 20 | 1 | | SPACE ONLY | 000 | 29 | - | - | 0.00 | 30 | 0.00 | SPACE ONLY | | 20 | I | | 20 | * | | SPACE ONLY | 000 | 21 | 0 00 | - | - | 32 | 0 00 | SPACE ONLY | | 20 | , | | 20 | # | | SPACE ONLY | 0 00 | 33 | - | 000 | - | 34 | 000 | SPACE ONLY | | 20 | # | | 20 | . | | SPACE ONLY | 0.00 | 35 | - | - | 0 00 | 38 | 0.00 | SPACE ONLY | | n | , | | 20 | . | | SPACE ONLY | 0.00 | 37 | 0.00 | - | - | 38 | 0.00 | SPACE ONLY | | 20 | 1 | | 20 | If | | SPACE ONLY | 0.00 | 30 | - | 0.00 | - | 40 | 0.00 | SPACE ONLY | | : | # | | 20 | II | | SPACE ONLY | 0 00 | at | - | - | 0.0 | J2 | $ 00 | SPACE ONLY | | 20 | . | ## Table 33 | FAND | - | | TYPE NONE | MOUNTING | | SURFACE | | AMPS | se | 42300 | | FOR | NO | Ce | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | VOLTAGE | | 277-482V | , 400 | MAINS | 400 | AMP | MCB | | SECTIONS | | SERVICE FROM | MDR | | | | FUSERER | | FOR | | CKT | FOLE | | MASE W | | POLE | CKT | | FOR | PUSE | SeR | | AND | AS | NO | SERVES | KW | NO | - | @ | C | NO | KW | SERVES | NO | AMPS | PLS | | 112 | 3 | G2 | XFMR | 244 | # | 674 | - | - | : | 430 | XFMR B | G. | no | | | | | | | 822 | 3 | - | 18 32 | - | # | 810 | | | | | | | | | | " | , | , | - | 032 | 1 | 559 | | | | | | 20 | 3 | A3 | AC#1 | 4.43 | 7 | B B4 | - | - | # | J 43 | AC#2 | A3 | 20 | 2 | | | | | | 443 | . | - | 8.64 | - | 10 | 4.42 | | | | | | | | | | 441 | $1 | - | - | 8 86 | 12 | 443 | | | | | | 20 | 1 | 42 | LIGHTING SCE | $20 | 13 | 240 | | - | 14 | 120 | IGHTING SIDE2 | A2 | : | - | | 20 | 1 | 22 | D TERIOR LIGHTING | 100 | 15 | - | 100 | - | 18 | 0 01 | SHARE | | 10 | . | | 20 | % | | SPARE | 0.00 | 17 | - | - | 0.00 | 18 | 0.00 | SPARE | | 20 | 1 | | 20 | 1 | | SPARE | 0.00 | 19 | 0.00 | - | - | 20 | 0 00 | SPARE | | 20 | # | | 20 | . | | SPARE | 0.00 | 21 | - | 0.00 | - | 22 | 0 00 | SPACE | | 24 | . | | 20 | - | | SPARE | 0.00 | 23 | - | - | 8.00 | 24 | 0.00 | SPACE | | 20 | * | | 20 | 1 | | SPACE ONLY | 000 | 25 | 0.00 | . | - | 26 | 0.00 | SPD | 83 | M | 3 | | 20 | , | | SPACE ONLY | 0 00 | IF | - | 0.00 | - | 28 | 0.00 | | | | | | 20 | 1 | | SPACE ONLY | 0.00 | 22 | - | - | 0.00 | 30 | 0 00 | | | | | | | | | | TOTALG | | 11.00 | 2618 | 22 38 | | | | | | | | | | | | TOTAL | | 46.50 | | | | | | | | | ## Table 34 | PANEL | - | | TYPE NOCO | MOUNTING | | SURFACE | | AMPS | w | 10000 | | FORNO | | NS | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | VOLTAGE | | | JP an | MAPES | 225 | AMP | MCB | | SECTIONS | | SERVICE FROM | XPWR'A | | | | FUDEOR | | FOR | | CKT | FOLD | | PMASE | | POLE | CKT | | FOR | FUSE | EAR | | AMPS | PLS | NO | SERVES | KW | NO | * | # | C | NO | KW | SERVES | NO | LUPS | PLS | | 20 | : | 42 | EF#18 | 111 | - | 190 | - | - | 2 | 072 | REC DOOR | A2 | 20 | . | | 20 | R | | SPARE | 222 | , | - | 588 | - | . | 468 | 60A RECEPT | 01 | 60 | 2 | | 20 | 1 | 42 | - EF#14 RECEPTS | 091 | 5 | - | - | 5 5% | 6 | 400 | | | | | | 20 | # | *: | REC -WEST | 0.54 | T | 0.54 | - | - | B | 0.00 | SPARE | | 20 | , | | 30 | 2 | B+ | 30A REC | 234 | 9 | - | 234 | - | 12 | 0 00 | SPARE | | 20 | 1 | | | | | | 234 | " | - | - | 2 34 | 12 | 0.00 | SPARE | | 20 | I | | 20 | 1 | | SPARE | 0.00 | 13 | 0.00 | - | - | 14 | 0.00 | SPD | B1 | 30 | , | | 20 | , | | SPARE | 0.00 | " | - | 0 00 | - | 16 | 000 | | | | | | 20 | - | | SPARE | 00 | 11 | - | # | 0.00 | 18 | 0 00 | | | | | | 20 | 1 | | SPACE ONLY | #00 | 12 | 0.00 | . | - | 20 | 0 00 | SPACE ONLY | | 20 | If | | 20 | # | | SPACE ONLY | 0 00 | 21 | - | 0.00 | . | 22 | 000 | SPACE ONLY | | 20 | 1 | | 20 | . | | SPACE ONLY | 0.00 | 23 | - | | 0.00 | 24 | 800 | SPACE ONLY | | 20 | - | | 20 | 1 | | SPACE ONLY | 0.00 | 25 | 0.00 | - | - | 26 | 0.00 | SPACE ONLY | | 20 | 1 | | 20 | # | | SPACE ONLY | 0.00 | 27 | - | 0.00 | - | 28 | 000 | SPACE ONLY | | 20 | # | | 20 | - | | SPACE ONLY | 0.00 | 29 | - | . | 0.00 | 30 | 0 00 | SPACE ONLY | | 20 | - | | 20 | # | | SPACE ONLY | 0.00 | 31 | 0.00 | - | - | N | 0.00 | SPACE ONLY | | 20 | 1 | | 20 | 1 | | SPACE ONLY | 000 | " | - | 000 | - | H | 000 | SPACE ONLY | | if | 1 | | 20 | I | | SPACE ONLY | 0.00 | 25 | . | - | 0 00 | 36 | 0 00 | SPACE-ONLY | | 20 | I | | 20 | 1 | | SPACE ONLY | 0.00 | 37 | 0.00 | - | - | 08 | 000 | SPACE ONLY | | 20 | I | | 20 | $ | | SPACE ONLY | 0.00 | 39 | - | 0.00 | - | 5 | 0.00 | SPACE ONLY | | 20 | 1 | | 20 | 1 | | SPACE ONLY | 0.00 | 41 | - | - | 0.00 | 12 | 0 00 | SPACE ONLY | | 20 | . | | | | | | TOTALS | | 244 | 822 | TO | | | | | | | ## Table 35 | TOTALS | | 430 | 810 | 5.50 | | --- | --- | --- | --- | --- | | TOTAL | | IT 09 | | | ## Table 36 | BRANCH | CIRCUIT AND FEEDER LEGEND | | --- | --- | | FEEDER NO. | CONDUIT AND WIRE | | 42 | V #12 #12 GND. | | A3 | 3,8 #12 #12 CND. | | 81 | " #10 & #10 GND. | | 83 | 3/4" AID #10 CND. | | 01 | " = & #10 GHD. | | NS | 2½" #4/0 #2 GND. | | G2 | 1% #2 #6 GND. | | 06 | 4" "600MCM & #3 GND. | ## Table 37 | | LOAD | SUMMARY | | | | --- | --- | --- | --- | --- | | Farm | * | V2/18 | 450 | Phase | | | | | | | | LOAN Type | Connected KW | Demand Pacior | Demand KW | Phase AMPS | | LIGHTING | 340 | 100 | 330 | 409 | | RECEPTACLES | 27 00 | - | 1850 | 22 25 | | MISC | 8.58 | 1.00 | 6 58 | 791 | | HEATING | 0.00 | 100 | 0.00 | 0.00 | | COOLING | 26 58 | 100 | 26 58 | 31.97 | | KITCHEN EQUIP | 0.00 | 100 | 0.00 | 0.00 | | MEDICAL EQUIP | 0.00 | 1.00 | 0.00 | 000 | | MOTORS | # 00 | 100 | € 00 | 0.00 | | ELEVATORS | 0 00 | 100 | 0 00 | 0 GO | | WATER HEATERS | 100 | 1 00 | 1.00 | 301 | | SPARE CAPACITY | 0.00 | 1.00 | 0 00 | 0.00 | | Total | 68.56 | - | 18 08 | BN | | Minimum Tender AMPS | # 25 | * | | 87 29 | | Fewter AMPS used | 400 | | | |