Project: ADDITION & IMPROVEMENTS AT THARPTOWN ELEMENTARY SCHOOL FOR THE FRANKLIN COUNTY BOARD OF EDUCATION RUSSELLVILLE, ALABAMA

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1 McKee and ssociates rchitecture and nterior esign ddendum No. NE ate: Project: N & MPRVEMEN HRPN ELEMENRY HL FR HE FRNKLN UNY R F EUN RUELLVLLE, LM. GENERL PRJE N # he following changes and/or substitutions to the plans and specifications are hereby made a part of same and are incorporated in full force as part of the contract.. idders shall acknowledge receipt of this ddendum in writing on his Proposal Form.. PEFN. dded spec. section 3670 Extruded luminum alkway over (Flat anopy). dded pec section 083 Vinyl fence no wire.3 RNG. ee the attached revised rawings herein; heet G.0 (dated ) heet.0 (dated ) heet.0 (dated ) heet. (dated ) heet 3. (dated ) heet 4. (dated ) heet 8. (dated ) heet 9. (dated ) heet M (dated ) heet E0. (dated ) heet E. (dated ) EN F ENUM NE 63 outh Hull treet Montgomery, labama

2 EN VNYL E HN LNK FENE N GE PR GENERL RELE UMEN: rawings and general provisions of ontract, including General and upplementary onditions and ivision pecification sections apply to work of this section. ERPN F RK:. Extent of chain link fences and gates is indicated on drawings. EN NLUE. Fence framework, fabric, and accessories.. Excavation for post bases; concrete foundation for posts gate assemblies. 3. Manual swing gates and related hardware. REFERENE. N/M 3 - Zinc (Hot ip Galvanized) oatings on ron and teel Products.. M 6 - Zinc-oated (Galvanized) teel oven ire Fence Fabric. 3. M 53 - Zinc oating (Hot-ip) on ron and teel Hardware. 4. M teel, arbon (0.5 Maximum Percent), Hot-Rolled heet and trip ommercial Quality. 5. M 94 - Ready-mixed oncrete. YEM ERPN Fence Height: 6-0 in height nominal, see drawings for location of all fencing and gates. ntervals not exceeding 0 feet on center in straight runs and 8 feet on center curves. UML Product ata: Provide data on fabric, posts, accessories, fittings and hardware. Qualifications: Manufacturer: ompany specializing in manufacturing the products specified in this ection to have minimum three years documented experience VNYL E HN LNK FENE N GE 083 -

3 FEL MEUREMEN Verify that field measurements are as shown on rawings prior to installation. PR PRU Manufacturer: he following manufacturers products have been used to establish minimum standards for materials, workmanship and function: merican Fence orp. nchor Fence, nc. United tates teel. Equal products of other manufacturers may be used in the work provided, such products have been approved, by the rchitect, not less than five (5) days prior to scheduled bid opening. Fence Framework:. llied ube; Product 40.. entury ube; Product M 40. hain Link Fabric: Padlocks:. Merchants Metals.. argill.. Yale.. Master. 3. argent. Materials and omponents Framing Materials: Round 40, steel pipe, vinyl coated per M F34 outside. Post to have tops to exclude moisture. Fabric: 9 gage fused bonded fabric shall have PV coating of 7 to mils per M F668 lass. olor shall be lack. wing Gates: ize as shown on rawings covered with chain link fabric. Gates shall be complete with industrial type, fixed pin, 80 degree hinges and drop latches with padlock left in proper operating condition VNYL E HN LNK FENE N GE 083 -

4 Padlocks: ndustrial grade and shall be keyed alike, and as wner's existing locks, when more than one is required. omponents:. Line Posts:.0 inch outside diameter.. orner and erminal Posts: 3.0 inch outside diameter. 3. wing Gate Posts: 3.0 inch minimum outside diameter for less than 6 foot gate leaf. 4.0 inch minimum outside diameter for 6 foot gate leaf or greater or outside diameter as required by design. Posts shall be of sufficient diameter and weight to prevent deflection or gate sagging. 4. op, Mid and ottom Rail: -5/8 inch diameter, plain end, sleeve coupled with 0. inch wall thickness. 5. wing Gate Frame: -5/8 inch minimum diameter welded or fitting type fabrication. elded fabrication shall be vinyl coated after weld connections are made. he frame components shall be of sufficient diameter, weight and design to avoid sagging and allow easy operation. 6. Fabric: inch vinyl coated diamond mesh interwoven wire, 9 gage thick, top selvage twisted tight, bottom selvage knuckle end closed. 7. ension ire: 7 gage thick steel, single strand, vinyl coated. 8. ie ire: luminum alloy steel wire, vinyl coated. ccessories: Finishes:. aps: ast steel vinyl coated; sized to post diameter, set screw retainer.. Fittings: leeves, bands, clips, rail ends, tension bars, fasteners and fittings; steel, vinyl coated. 3. wing Gate Hardware: Fork latch with gravity drop, center gate stop and drop rod; three 80 degree gate hinges per leaf and hardware for padlock.. omponents and Fabric: Vinyl coated to M F3, 0-4 mil coating. olor shall be lack.. Hardware: vinyl coated. 3. ccessories: ame finish as fabric. PR 3 EEUN NLLN nstall framework, fabric, accessories and gates in accordance with N/M F567 and manufacturer's instructions VNYL E HN LNK FENE N GE 083-3

5 et all posts plumb, in concrete footings with top of footing inch above finish grade. lope top of concrete for water runoff. Line Post Footing epth elow Finish Grade: Minimum three feet (8 inches in solid rock) and not less than inches in diameter. orner, Gate and erminal Post Footing epth elow Finish Grade: Minimum three feet (8 inches in solid rock) and not less than inches in diameter. race each gate and corner post to adjacent line post with horizontal center brace rail and diagonal truss rods. nstall brace rail, one bay from end and gate posts. Provide top rail through line post tops and splice with 6 inch long rail sleeves. tretch fabric between terminal posts or at intervals of 00 feet maximum, whichever is less. Position bottom of fabric inches above finished grade. Fasten fabric to top and bottom rails, line posts, braces, and bottom tension wire with tie wire at maximum 5 inches on centers. ttach fabric to end, corner, and gate posts with tension bars and tension bar clips. nstall bottom tension wire stretched taut between terminal posts. o not swing gate from building wall; provide gate posts. nstall gates with fabric to match fence. nstall three hinges per leaf, latch, catches, drop bolt, foot bolts and sockets, torsion spring, retainer and locking clamp. Provide concrete center drop to footing depth and drop rod retainers at center of double gate openings. lean all excess grout, concrete, grease, paint, etc., from fence. Erection olerances: chedule:. Maximum Variation From Plumb: /4 inch.. Maximum ffset From rue Position: inch. 3. omponents shall not infringe adjacent property lines. Fence and gate location and size as indicated on rawings. EN F EN VNYL E HN LNK FENE N GE 083-4

6 EN ERUE LUMNUM LKY VER (FL NPY) PR - GENERL: RELE UMEN: rawings and general provisions of ontract including General and upplementary onditions and ivision pecification sections apply to work of this section. cope of ork: he work covered by this section shall include furnishings and installing luminum anopy, decking, fascia. he canopy shall consist of structural aluminum panels bound by a framework of fascia which also acts as a water collecting gutter. ll components shall be as required to support design loads in accordance with engineering prints and calculations provided by the manufacturer, sizes shown on the drawings are for diagrammatical purposes only. RELE UMEN: he bidding requirements, general conditions, supplementary conditions, drawings and requirements of division one specification shall apply to work specified in this section. ERPN F RK: he extent of aluminum walkway cover is shown on the drawings and as specified herein. efinition: ype, Extruded luminum alkway over shall consist entirely of extruded aluminum sections (roll-formed not acceptable). ystem shall consist of decking, fascia, accessory items and hardware to provide a complete system. ater shall drain from deck into the beams and out at grade level of columns through weepholes. UML hop rawings: ubmit detailed drawings, layout of walkway cover system, all mechanical joint locations with complete details, connections, jointing and accessories. Product ata: ubmit manufacturer's product data, specifications, component performance data and installation instructions ERUE LUMNUM LKY VER (FL NPY)

7 QULY URNE odes and tandards: omply with provisions of the following except as otherwise indicated.. nternational uilding ode, latest addition with amendments, if any. (merican elding ociety) standards for structural aluminum welding. Manufacturer: btain aluminum covered walkway system from only one () manufacturer, although several may be indicated as offering products complying with requirements. nstaller Qualification: Firm with not less than three (3) years experience in installation of aluminum walkway covers of type, quantity and installation methods similar to work of this section. Field Measurements: ake field measurements prior to preparation of shop drawings and fabrication where possible, to insure proper fitting of work. However, allow for adjustments within specified tolerations wherever taking of field measurements before fabrication might delay work. hop ssembly: Pre-assemble units in shop to greatest extent possible and disassemble as necessary for shipping and handling limitations. learly mark units for reassembly and coordinated installation. oordination: oordinate work of this section with work of other sections which interface with covered walkway system (sidewalks, curbs, building fascias, etc.). PERFRMNE REQUREMEN: ystem Performance: Provide aluminum covered walkway system that has been designed, produced, fabricated and installed to withstand normal temperature changes as well as live loading, dead loading and wind loading in compliance with tandard uilding ode requirements for geographic area in which work is located and as follows:. he system shall be designed by a registered Engineer in the tate of labama, certifying the system meets all wind, foundation and all other applicable loads and requirements set forth by local or state building requirements. Live Load: 30 p.s.f. minimum tructural design for wind forces: omply with N esign ind Velocity: 0 m.p.h. mportance Factor:.. tability riteria: nternational uilding ode ERUE LUMNUM LKY VER (FL NPY)

8 izes shown on drawings are to be considered minimum. Roof structure shall be capable of sustaining severe icing, hail, hurricane force winds and supporting a concentrated load such as being walked upon. PR PRU MNUFURER: he following manufacturers products have been used to establish minimum requirements for materials, workmanship, and function: ennessee Valley Metals Extruded luminum alkway over ystem is specified as the standard of quality. pproved Equals: ennessee Valley Metals, nc. 70 outheastern ircle irmingham, L. 355 ittmer rchitectural luminum 006 hepherd Road inter prings, Florida 3708 Royal luminum U Highway 44 Leesburg, Florida uperior luminum Products 6 layton ourt irmingham, labama MERL ll aluminum extrusions shall be alloy 63 heat treated to a -6 temper. tandard finish for all components shall be satin anodize 04-R meeting luminum ssociation pecification -M-0--. olor to be selected from manufactures standards. Fasteners: eck crews (rivets not permitted): ype 8-8 non-magnetic stainless steel sealed with a neoprene "" ring beneath 5/8" outside dimension, conical washer. Fascia Rivets: ize 3/6" by /" grip range aluminum rivets with aluminum mandrel ERUE LUMNUM LKY VER (FL NPY)

9 olts: ll bolts, nuts and washers to be 8-8 non-magnetic stainless steel. ek crews: Not permitted arranty: Manufacturer shall warrant the entire system against defects in labor and materials for a period of one () year commencing on the date of substantial completion as established in ivision ne of these specifications. ntention of this warranty is the manufacturer will come onto the jobsite and do all necessary to effect corrections of any deficiencies. Prima Facie Evidence of defects in labor and material may include but is not limited to, one or more of the following:. Moisture leaks. Metal failure including excessive deflection 3. Fastener failure 4. Finish failure FRN omply with indicated profiles, dimensioned requirements and structural requirements. Use sections true to details with clean, straight, sharply defined profiles and smooth surfaces of uniform color and texture, free from defects impairing strength and durability. ll welding do be done by heli-arc process. ents shall consist of shop welded one piece units. hen size of bents do not permit shipment as a welded unit, concealed mechanical joints may be used. Mechanical joints shall consist of stainless steel bolts with a minimum of two () bolts per fastening. olts and nuts shall be installed in a concealed manner utilizing /" thick by /" aluminum bolt bars welded to structural members. ll such mechanical joints must be detailed on shop drawings showing all locations. Roof eck: Flush deck extruded aluminum shapes, interlocking self-flashing sections. hop fabricate to lengths and panels widths required for field assembly. epth of sections to comply with structural requirements. Provide shop induced camber in deck units with spans greater than 6'- 0" to offset dead load deflections. elded dams are to be used at non-draining ends of deck ERUE LUMNUM LKY VER (FL NPY)

10 Expansion joints, design structure for thermal expansion and contraction. Provide expansion joints as required. Exposed rivets used to fasten bottom of fascia to deck to have finish to match fascia. pply a shop applied dip-coat of clear acrylic enamel to each column end terminating in concrete to insulate from electrolytic reaction. olumn ends shall be pierced to "key" grout to bent for maximum uplift protection. Posts shall be a minimum of 4 x 6. PR 3 EEUN ELVERY, RGE N HNLNG: eliver, store and handle covered walkway system components as recommended by manufacturer. Handle and store in a manner to avoid deforming members and to avoid excessive stresses. EMNN Examine adjacent work for conditions that would prevent quality installation of system. o not proceed until defects are corrected. FEL MENN General contractor shall field confirm all existing locations, dimensions and elevations shown on shop drawings prior to fabrication. NLLN nstall roof deck sections, accessories and related flashing in accordance with manufacturer's instructions. Provide roof slope for rain drainage without ponding water. lign and anchor roof deck units to structural support frames. ssemble all components in a neat, workmanlike manner. FLHNG Flashings: Flashings required between covered walkway system and adjoining structures are not work of this section. Refer to "Flashing and heet Metals", ection ERUE LUMNUM LKY VER (FL NPY)

11 LENNG N PREN amaged Units: Replace roof deck panels and other components of the work which have been damaged or have deteriorated beyond successful minor repair. leaning: Remove protective coverings at time in project construction sequence which will afford greatest protection of work. lean finished surfaces as recommended by manufacturer. Maintain in a clean condition during construction. EN F EN ERUE LUMNUM LKY VER (FL NPY)

12 0 NE PE NE N. LK NE PVNG NE PVNG NE N. LK NE N. LK NE VERE LK RN HELER EGN NFRMN RN HELER LEGEN " " " N N EGN L YML ERPN EGN N PEE 50 MPH RN HELER LN N MPRNE FR, N EPURE GRY.0 VERLL HELER NRUN LM NERNL PREURE EFFEN, G EEN F ULE HELER RE PRPE ULNG FFE=65.00 PGRPH FR, K.0 9" YU RE HERE ENG E. LK & NPY REMN NPY ENG NE N. LK NPY 5 NE PE ENG ULNG E. LK REMN H/ GN NE N. LK H/ GN RMP NE N. LK RN HELER LN RN HELER GN (R) ENG VERE LK NE VERE LK NE VERE LK " ENG PLYGRUN ENG ULNG FEE 648. ENG NPY PRNPL 33. PRNPL 3 K KEEPER 9 9" NE URNG RM EVEN, RELEE MEHNL HK LE RER E F R() N FULLY ENGGE & LK N RM R() PRR ENERNG HE RM HELER. Keep Posted Under Penalty f Law HELER R PERN GN # NE URNG RM EVEN, LL LRM R NE RM HELER MU E N PENE PN RRR PRVE R VENLN Keep Posted Under Penalty f Law REEPN 3 NG LE 37 HLL 8 RN RM HELER RN HELER RENL GN (R) HELER R PERN GN # NFERENE 7 MEH 4 0 RER 3 LRM 7 LRM 8 HLL 0 LRM 38 LE 35 NURE 34 FUURE N LE 36 9" RRR 3 FUURE N RRR 9 RN RM HELER RN HELER GN (R) GN NE: RM HUER R HLL E LE N HE EVEN F RM. FULLY ENGGE LL LK. (YP. EH HUER = 0) LRM 5 MPUER LRM 6 REK RM 4 N RENLY FR, K MLE MP RER RF LVE L VENNG RE (Q. N.).0 00 MPH VERLLY 67 MPH HRZNLLY 00 P NG EEPN LL / PENNG / R N N EMLE R / LVE /FFLE ENRY LL N RF YEM GLZNG YEM PENNG PREVE - LUVER R VEN PEL FL HZR RE HN 0.% F P HELER RE FLR ELEVN FL HZR ENG N MPLNE H -500 ENG N MPLNE H -500 R PPEN E FEM 36 N/ (NERR RM HUER MPLNG H -500 ENG N MLNE H -500 N N -- R R R F/# R FE HELER PE LRM (4) HELER UPN L RN HELER UELE RE HUR FRE RRER H 90 MNUE PENNG PREVE' RN HELER RM GNGE N RNE H EN & LM ULNG MMN ULLEN JULY 9, 00, UJE: NL GUNE N 500 REQUREMEN, HMEN HELER LN GNGE RN HELER RM RENL GNGE (GNGE E PE EVERY E N ENG ULNG N RRR NEREN) (NRR VERFY E QUNY) RN HELER RM EGN NFRMN GNGE N RNE H EN 08. & LM ULNG MMN ULLEN E JULY 9, 00, UJE: NL GUNE N 500 REQUREMEN EM #6 HELER GNGE. N HMEN EGN NFRMN HELER GNGE. P UPN L FR EH UPE PE HN HELER, P L UPN L F HELER "MN" R F HELER FR K / NUMER F K (EE PEFN) RN HELER RM ENFYNG GNGE GN NN N RNE H EN REQURE RN HELER UPN L REQURE RN UPN L PER.. GUELNE L REQURE HELER UPN L 98 PEPLE - EE HEE G0. VERLL MPU UPNY PLN UELE RN HELER RE LULN Q. F. 730 ULE REUN FR 0.65 ULE Q. F. EH L ULE Q. F.,900 LRM () RRR () FRE ENGUHER LN (EE EL 9.) R GN # - EE EL H HEE. L ULE RE 3,034 RN HELER UPN PY RN HELER UPN L EEEN 0 and 800 UPN LL REQURE MMUM 4 HEEL HR PE PE FR HEEL HR UPN 4 x 0 Q. F. = 40 Q. F. REMNNG RE FR NN HEEL HR UPN 3, = 3,050 M. Number of NNG R NG UPN 994 / 5 = 599 UPN. L UPN N RN HELER = 3 UPN MPRVEMEN N N HRPN ELEMENRY & HGH HL FR HE FRNKLN UNY R F EUN Russellville, labama M c K E E a n d E R H E U R E a n d N E R R E G N 63 UH HULL REE MNGMERY, LM 34 (334) Z:\07\7-53 dditions and improvements at harptown chool, Franklin ounty E\ rawings\rchitectural\~~g.0 helter Plan.dwg - Monday, pril 30, 08 7:39:57 M 9" " RN RM HELER RN HELER GN (R) ENG NPY UNELLR 30 LY RK RM 6 PE HELER R PERN GN # LN. / HUR VEULE 07 R R LRM 0 FE R HELER PLN LE: /8" = '-0" R LRM 09 F/ F/4 Y' 0 LRM 0 MEH 04 RRR 08 ELE 03 F/ F/ F/3 JN F/4 08a GRL' 05 LRM F/ F/3 LRM 06 R R FE LRM / HUR R VEULE 3 R PE HELER R PERN GN # LN. PLUMNG LULN RN HELER 3,034 Q F = 3 UPN LE (LE 70.) ( LE MNMUM) ( PER 500.) REQURE 0 PRVE LVRE (LE 70.) ( PER,000.) REQURE 0 PRVE HEE LE : MKEE J # : RN Y : E: REVE E: REVE E: REVE E: HEE N. : F L E 7-53 L M LER. McKEE, JR. No. 08 MNGMERY, L. E RE RH ERE G HELER PLN G.0

13 PP 35'-" 6'-0" PP NE N. LK 4'-0" 6'-0" 6'-6" 44'-" M G RE F L E 5 NE PE 54'-0" 8'-0" NE PVNG FL = 65.7' FL = ' 3'-" 4'-7" NE PVNG 5'-0" NE N. LK 3'-5" H/ GN NE N. LK H/ GN RMP 8'-0" NE VERE LK NE N. LK H/ GN NE N. LK H/ GN RMP 5 NE PE 30'-6" FL = 65.7' K L NE PVNG 90'-" ENG FREEZER HLL E MVE Y HER PRR RK N H RE. REMVE ENG REE HERE HN. YPL NE N. LK. N REM E G N Y E NP 0 NE PE LK. N K FREEZER YP. PP 88'-4" 6'-0" L. NE PVNG /MEH '-8" LP NE VERE LK NE N. LK N NG PY E N 0 NE PE 4'-6" E E 3'-4" RELE ENG UMPER, Y NER. N E N FREEZER LP LK. 5'-0" NE N. LK N REM /MEH 0'-6" NE N. LK NPY N ENREY HERE HN. P ENG LUMN/EM LN NERE NE ELK NNEN. 7 PP NE VERE LK NE VERE LK REMVE ENG FENNG & ELK N ENREY HERE HN. PH & REPR ENG ULNG FNHE LK. 8'-4" 5'-0" 9'-" ENG ULNG FFE = 658.3' REMVE ENG 35'-" 64'-" NPY G E. LK & NPY E NG REM N PRLE NE VERE LK NE VERE LK PP NE N. LK ENG VERE LK ENG ULNG FFE = ' PP NPY ENG ULNG FFE = 658.3' ENG ULNG G FL = ' FL = 643.9' 4" RP 4" RP REMVE N ENREY HE ENG E GN. PH RE H NE. EE PE. 30" RP FL = 643.9' NE 6'-0" HGH VNYL E HN LNK FENE. EE PE. FL = ' 30" RP FL = 644.6' FL = 644.6' HEE LE : RHEURL E LYU PLN MKEE J # : 7-53 RN Y : L E: Z:\07\7-53 dditions and improvements at harptown chool, Franklin ounty E\ rawings\rchitectural\.0 rchitectural ite Plan future storm building.dwg - Friday, pril 0, 08 8:50:49 M E. LK & NPY E REMNG N PRLE NE 6'-0" HGH VNYL E HN LNK FENE. EE PE. 3'-3" ENG ULNG FFE = ' PP G PP ENG ULNG ENG VERE LK G PP ENG NRUN PHE ENG NRUN PHE PP FH FH REVE E: REVE E: REVE E: E PLN / FUURE EPNN E PLN /U FUURE EPNN LE: " = 0'-0" LE: " = 0'-0" HEE N. :.0 63 UH HULL REE MNGMERY, LM 34 (334) RE EK RE EK H R RHEURE and NERR EGN E RE McKEE and E LER. McKEE, JR. No. 08 MNGMERY, L. FR HE Russellville, labama PLYGRUN ENG NRUN PHE FRNKLN UNY R F EUN MPRVEMEN N N ENG NRUN PHE HRPN ELEMENRY & HGH HL ENG ULNG PRPE ULNG FFE=65.00 E ENG ULNG PRPE ULNG FFE=65.00

14 REFLEE ELNG PLN LEGEN FUURE N YML ERPN 0'-0" HEGH VE FNHE FLR ELEVN 'x' LY-N UL ELNG - Z:\07\7-53 dditions and improvements at harptown chool, Franklin ounty E\ rawings\rchitectural\. Floor Plan.dwg - Friday, pril 0, 08 :50:3 PM 3'-6" GURRL 4" /" PPE RL MEL GURRL (GR) LE: " - '-0" ENG NPY ENG NPY FUURE N HU NL VERL UPPR RU RM - RUN ENRE PENNG 3/4" E. GRE PLY. R - PN /" PPE HNRL 3/4" HRZNL MEMER 4" 8'-0" M LENGH '-0" ± NRR VERFY HNGE - NLEY 584 PRME R EQ. PLE N HP - NLEY 9 4 /" R EQ. LL R RUN /" MN NL NUL. R PLK Y NER LNNG / FLR FUURE N RU x 4 FRME PENNG GYPUM. ELNG E PNEL (P) LE: /" - '-0" FUURE N NE NREE ELK 73'-8" 3'-8" 8'-4" 6. 3'-8" 6" '-0" 6'-4" '-0" 6" 3'-8" 6" 3'-8" 6" LP LRM 0 Y' 0 P ELE 03 P P FLR PLN - N LE: /8" = '-0" GRL' 05 P LRM 06 '-0" 8'-0" 8" 7'-8" 8" 5'-4" 8" 5'-4" 8" 7'-8" 8" 8'-0" '-0" MEH JN 04 08a 6" MEH 0a MEH 09a U 9'-8" '-0" 07 0b 6" 3'-6" 6" 8" 8'-0" '-0" 9'-8" 9'-4" '-0" VE b 08a LRM 09 0c E E '-0" 8'-4" '-4" 8'-4" 6'-0" '-0" 8'-0" 8" 6" 3'-6" 6" 09c 09 0 LRM 0 0b 0 04 P 08c P 03 RRR 08 LRM GR RE Q F LRM 0'-0" (653.0') VEULE 3 3 P P P 8. 6"'-0" 8'-0" 8" 3'-8" 8" 3'-8" 8" 8'-0" '-0"6" '-0" '-0" 5'-4" 5. EP 88'-4" EP 5. U U 6" 6'-4" 4'-0" '-4" 4'-0" 36'-0" 6. 4'-0" '-4" 4'-0" 6'-4" 6" P MEH 0a P 4 M 4 4 M MEH 09a 4 P VE. 07 0a 6. 09a FUURE EMLHE ULNG ENG ULNG REMN '-6" 6'-0" LPE ELK M. " PER 0" P P LRM 0 LRM 09 FE '-4" 8" 8" '-0" 5'-8" '-0" 8" 6'-4" 4'-0" '-4" 4'-0" 8'-0" 4'-0" '-0" U 4'-0" 8'-0" 4'-0" '-4" 4'-0" 6'-4" 6" U U 88'-4" EP U EP 5. 4 M 4 Y' 0 8'-0" LRM 0 0a P ELE 03 MEH 0a MEH 0a JN 08a MP 6'-0" P GRL' 05 RRR 08 LRM REFLEE ELNG PLN LE: /8" = '-0" 05 a b 4 M b b LRM 06 LRM FE 6. 08b VEULE 3 P +'-0" (653.0') P '-" 0'-0" (653.0') P P +'-0" (653.0') P P MEH 04 8'-6" LPE ELK M. " PER 0" 8. P P P P P P P P P P GF P P P 8'-0" NE NREE ELK EE VL G. P 8. P 8. LPE ELK M. " PER 0" P P P 06c P P c P 06a a MEH 06a MEH a MEH 06a 8. 4 M 4 P 6. 4 M 4 P MEH a LP HGR (649.9') NE NREE ELK LPE ELK M. " PER 0" HR 5'-0" GR 5'-0" HGR HGR 6. 0" GR 6'-0" 5'-0" 30'-0" 5'-0" 3'-4" 8'-8" 3'-8" VF 73'-8" LP GF P NR YML - RRR P-. E FE PU U M 4 EP P FLR PLN LEGEN ERPN HEULE R N FRME HEULE N UN HEULE RM NME N NUMER EN / EL YML ULNG EN YML NERR ELEVN YML LL PRN YPE, EE HEE 6. ELER ER LER (EE EL 9.) FRE ENGUHER NE (EE EL 9.) PREFNHE MEL NPU PLHLK PKGE UN (EE MEHNL) NENNG UN (EE MEHNL) NERVE R (Y NER) MPUER RKN, EE 3/8. 4'-0" K R EHER NE, EE HEE 8. EHER EK, EE HEE 8. MP GR HR HGR VF 'x' VNYL L LY-N UL ELNG GYPUM R (UPENE REQURE) MURE REN GYPUM R (UPENE REQURE) MEL FF PNEL (UPENE REQURE) 'x4' REEE R URFE MUNE LGH FURE (EE ELERL) 'x' REEE R URFE MUNE LGH FURE (EE ELERL) 'x4' REEE R URFE MUNE LGH FURE (EE ELERL) 'x4' URFE MUNE LGH FURE (EE ELERL) REEE RUN LGH FURE (EE ELERL) HV UPPLY R GRLLE (EE MEHNL) HV REURN R GRLLE (EE MEHNL) EHU FN GRLLE (EE MEHNL) EE HE PUMP (EE MEHNL) PEN VE EEL LNEL - PN GYPUM R FURRNG E PNEL, EE EL H HEE N RK REQURE LUMNUM NPY, EE HEE. & PE. RM HELER LM '-0" MRKER R NREE EQUPMEN P (EE EL 9.) ELNG MUNE PRJER, Y NER MP NK, EE PE. MEL GURRL - PN LL MUNE MEL HNRL - PN, EE H. 9. MEL HNRL / GURRL - PN, EE H. 9. 6'-0" HGH VNYL E HN LNK FENE, EE PE. &.0 NE: LL LE FURNURE - N, Y NER MPRVEMEN N N HEE LE : MKEE J # : RN Y : E: HRPN ELEMENRY & HGH HL REVE E: REVE E: REVE E: FR HE HEE N. : F FRNKLN UNY R F EUN L E 7-53 L M Russellville, labama LER. McKEE, JR. No. 08 MNGMERY, L. M c K E E a n d E R H E U R E a n d N E R R E G N 63 UH HULL REE MNGMERY, LM 34 (334) E RE FLR PLN N RH ERE G.

15 - Z:\07\7-53 dditions and improvements at harptown chool, Franklin ounty E\ rawings\rchitectural\. anopy plan.dwg - Friday, pril 0, 08 :6:50 M ENG ULNG REMN (FUURE EMLN) NE RM HELER, EE PLN 4'-4" 0'-0" '-0". LPE NPY EE EERR ELEVN 7 8'-0".. 3. ENG NPY REMN NNE NE NPY ENG NPY - MH HEGH F ENG NPY 30'-5".. 0'-0" HGH VE ELK 0'-0" HGH VE RMP/ELK NPY PLN LE: /8" = '-0" FEE 648. ULNG ENG LUMNUM EK LUMNUM F GUER EM H ELE EN P FF 4" 4x4 LUMN GUER EL LE: 3"='-0" NNE NE NPY ENG ULNG. MH ENG NPY HEGH ENG ULNG REMN FE F LL LUMNUM EK LUMNUM F GUER EM H ELE EN P FF LL NNEN EL LE: 3"='-0" 3 6" '-" 4" RF PLN LEGEN YML ERPN LUMNUM NPY, EE PE. 3. EL YML LUMNUM NPY, EE HEE. & PE. NREE ELK 4x4 LUMN EEPHLE H EFLER PLE EP LKU FR LUMN NREE FNG LUMN EL LE: 3"='-0" NE HEE E E HEE LE : NPY RF PLN MKEE J # : 7-53 RN Y : L E: REVE E: REVE E: REVE E: HEE N. :. RE E G ERE F L RH M LER. McKEE, JR. No. 08 MNGMERY, L. E M c K E E a n d E R H E U R E a n d N E R R E G N 63 UH HULL REE MNGMERY, LM 34 (334) MPRVEMEN N N HRPN ELEMENRY & HGH HL FR HE FRNKLN UNY R F EUN Russellville, labama

16 RF PLN LEGEN RGE (VENE) RELEN RUER LEEVE 7 3. YML ERPN LKNG LUMNUM RNG PMG HNGLE HNGLE 8" MN HNGLE 3. EL YML - Z:\07\7-53 dditions and improvements at harptown chool, Franklin ounty E\ rawings\rchitectural\3. Roof Plan.dwg - Friday, pril 0, 08 :8:3 M RGE FLHNG VENE (RF) LE: 3 3"='-0" LE: 8" MN RF UR (R) /"='-0" HNGLE PLY EKNG PRE-ENGNEERE RUE (EE RUURL) HEULE RF P UN MEL FLHNG MEL RKE N HGH E F RF FRME PENNG FR VEN EEN HRUGH RF N. E FLHNG RHEURL HNGLE N FEL, EE PE. RF EKNG N. MEL RP 4".. VENE FF N. PREF. MEL F VER 8 N. PREF. MEL F VER 8 EERR GRE VY NULN RK VENEER, EE PE. " RENF. MU, EE RU. G. RE RE +'- " ERNG HG. 6 QURE FGE 6670 Q F LE: PLUMNG VEN (PV) LE: EF 4 3"='-0" 6" 0" 6" RP RF GLE EL /"='-0" VENLN HR LNER F F RGE VEN (.4 Q F PER F) VENLN PRVE LNER F F FF VEN (. Q F PER F) VENLN PRVE 85 LF 38 LF PRE-MNUF. 4".. NULN, EE PE. N. NREE RENF. P, EE RUURL G. N. LKNG NL VENLN VENLN PRVE RK NFLL GRVY VEN PLY EKNG PRE-ENGNEERE RUE (EE RUURL) PLUMNG VEN VELN REQURE (PER 03.) L VENLN PRVE.3 HGH.3 FF.97 HGH FF 6 3. R=_ R-VLUE ENVELPE LL: RG NULN ("=5.0, /"= 7.5, "=0.0, 3"=5.0) R-VLUE 7.5 MN. EE PE 8" MU (05 ENY) R-VLUE.3 MN. EE PE FM NULN N PLE R-VLUE 6.69 MN. EE PE L R-VLUE ENVELPE: 6.5 L U-VLUE ENVELPE: 0.0 E ENVELPE EL LE: GV /4"='-0" NULN, EE PE. N. NREE RENF. P, EE RUURL G. RK NFLL 4: LPE 4: LPE RF PMG 7 3. F 7 F 4 3. LE: RF PLN LE: /8" = '-0" R=_ R-VLUE ENVELPE LL: RG NULN ("=5.0, /" = 7.5, "=0.0, 3"=5.0) R-VLUE 7.5 MN. EE PE L GRUE R-VLUE.35 MN. EE PE L R-VLUE ENVELPE: 9.85 L U-VLUE ENVELPE: F F GV R=_ 3. R-VLUE ENVELPE RF: HNGLE EE PE RF EKNG UNERLYMEN EE PE PLY EKNG R-VLUE 0.6 MN. EE PE RU/ RF FRMNG EE RUURL NULN R-VLUE 38 MN. EE PE LY-N ELNG YEM R-VLUE 0.45 MN. EE PE PRE-MNUF. 4".. HERML RRER (GYP.. or PLY) R-VLUE 0.45 MN. EE PE L R-VLUE ENVELPE: 39.5 L U-VLUE ENVELPE: 0.03 RHEURL HNGLE N FEL, EE PE. N. MEL RP N. PREF. MEL GUER /..' VENE FF N. LKNG EERR GRE VY NULN N. PREF. MEL F VER 8 N. PREF. MEL F VER 8 " RENF. MU, EE RU. G. F RK VENEER, EE PE. RF EVE YPL EL /"='-0" 6" '-0" +'- " ERNG HG. 4: LPE F 4: LPE GV P LE: LE: RF PMG PME PV EF GFV R F F P RGE FLHNG - VENE PREFNHE MEL GUER PREFNHE MEL F PREFNHE MEL EVE RM PLUMNG VEN EHU FN G FLUE VEN RF UR PREFNHE MEL NPU PLHLK RFPPNG, EE EL 4/3. RFPPNG R E, EE EL 5/3. E PNEL, EE RFP EL 3/4"='-0" E R EL 3/4"='-0" PLY EK PRE-ENGNEERE RU RFPPNG MERL PPLE FE F RU. NLL NL FRMNG HN RU REQURE EQUELY UPPR RFPPNG MERL. MU PRN ENEH RU HERE UR RFPNG NRUN NE: RFPPNG MERL HLL E N LE HN 0.5" (.7 mm) GYPUM R,.375" PLY R.375" (9.5 mm) PRLER EQUELY UPPRE. E R NNUU LKNG PRNG HNGE PRNG HNGE NNUU LKNG PRNG HNGE GV PLN E R NE: NLL ' 3' E R HERE HN - R HLL E 5/8" PLY. / PRNG HNGE ELEVN GRVY VEN, EE PE. LUMNUM NPY, EE HEE. & PE. x P NNUU LKNG FE F RFP FE F RFP NNUU LKNG MPRVEMEN N N HEE LE : MKEE J # : RN Y : E: HRPN ELEMENRY & HGH HL REVE E: REVE E: REVE E: FR HE HEE N. : F FRNKLN UNY R F EUN L E 7-53 L M Russellville, labama LER. McKEE, JR. No. 08 MNGMERY, L. RF PLN M c K E E a n d E R H E U R E a n d N E R R E G N 63 UH HULL REE MNGMERY, LM 34 (334) E RE RH ERE G 3.

17 EERR ELEVN LEGEN YML ERPN -. ULNG EN YML H H L HEULE LUVER YPE - Z:\07\7-53 dditions and improvements at harptown chool, Franklin ounty E\ rawings\rchitectural\4. Exterior Elevations.dwg - Friday, pril 0, 08 :36:3 PM HGR GR HR HGR PMG PMG H EERR ELEVN LE: /4" = '-0" V V V V MJ V V PMG MJ MJ PME EJ EERR ELEVN LE: /4" = '-0" EF EERR ELEVN LE: /4" = '-0" 0'-0" MJ H GR V MJ EJ MJ V V MJ V V EF HGR V EJ MJ 4 PME H MJ MJ PMG HGR PMG V V V V V PMG '-8" '-8" +'- " RU RG. HG. HGR 0'-0" +'- " RU RG. HG. GR 3'-" 0'-0" FNHE FLR GR 0'-0" 0'-0" FNHE FLR +'- " RU RG. HG. 0'-0" FNHE FLR / MJ PMG PME PREFNHE MEL NPU MNRY NRL JN LN V RK VENEER - LR VR EF EJ H PREFNHE MEL NPU PLHLK V RK VENEER - LR GR HR HGR RK VENEER - LER URE - LR RK VENEER - RLK URE EERR NULE FNH YEM EF NRL JN LMENE ER LE PREFNHE MEL GUER PREFNHE MEL F PREFNHE MEL EVE RM PHL HNGLE, EE PE. LUMNUM NPY, EE PE. MEL GURRL - PN LL MUNE MEL HNRL - PN, EE H. 9. MEL HNRL / GURRL - PN, EE H. 9. MPRVEMEN N N HEE LE : MKEE J # : RN Y : E: HRPN ELEMENRY & HGH HL REVE E: REVE E: REVE E: FR HE HEE N. : F FRNKLN UNY R F EUN L E EERR ELEVN - PR "" 7-53 L M Russellville, labama LER. McKEE, JR. No. 08 MNGMERY, L M c K E E a n d E R H E U R E a n d N E R R E G N 63 UH HULL REE MNGMERY, LM 34 (334) E RE RH ERE G

18 5'-8" 3/4" HLL MEL PN 0c 5'-8" 3/4" HLL MEL 0 3/4" FLUH L RE 03 3/4" a 08b 5/8. 6/8. MEH RM HM3 PN 7/8. 8/8. LL FEM HUER PN HM3 PN 7/8. 8/8. LL FEM HUER FRY HM N 0 MN. 3/8. 4/8. Y' RM FLUH L RE FRY HM N 0 MN. 3/8. 4/8. ELE RM 3/4" FLUH L RE FRY HM N 0 MN. 3/8. 4/8. MEH RM 3/4" FLUH L RE FRY HM N 0 MN. 3/8. 4/8. Y' RM 3/4" FLUH L RE FRY HM N 0 MN. 3/8. 4/8. LRM PR 3/4" LUMNUM REFRN FRY FRY /8. /8. PR 4'-0" PR 4'-0" 8'-0" 8'-0" 3/4" 3/4" HLL MEL HLL MEL PN PN HM HM PN 90 MN. PN 90 MN. 3/8. M 3/8. M PN HRRE 4/8. M FEM RM R & FRME UN / MG. HL PEN 4/8. M FEM RM R & FRME UN / MG. HL PEN 3/4" FLUH L RE FRY HM N 0 MN. 3/8. 4/8. JN RM 09 3/4" FLUH L RE FRY HM N 0 MN. 3/8. 4/8. LRM 09a 3/4" FLUH L RE E FRY HM4 N 5/8. 6/8. MEH RM 09b 5'-8" 3/4" HLL MEL PN HM3 PN 7/8. 8/8. LL FEM HUER 09c 5'-8" 3/4" HLL MEL PN HM3 PN 7/8. 8/8. LL FEM HUER 0 3/4" FLUH L RE FRY HM N 0 MN. 3/8. 4/8. LRM 0a 3/4" FLUH L RE E FRY HM4 N 5/8. 6/8. MEH RM 0b 5'-8" 3/4" HLL MEL PN HM3 PN 7/8. 8/8. LL 3/4" FLUH L RE FRY HM N 0 MN. 3/8. 4/8. a 3/4" FLUH L RE E FRY HM4 N b 5'-8" 3/4" HLL MEL PN HM3 PN 7/8. 8/8. LL 3/4" FLUH L RE FRY HM N 0 MN. 3/8. 4/8. LRM a 3/4" FLUH L RE E FRY HM4 N 5/8. 6/8. MEH RM b 5'-8" 3/4" HLL MEL PN HM3 PN 7/8. 8/8. LL FEM HUER c 5'-8" 3/4" HLL MEL PN HM3 PN 7/8. 8/8. LL FEM HUER 3 PR 3/4" LUMNUM REFRN FRY FRY /8. /8. HURLY RNG EGNN N / R LPHEL LEER EGNN RE GVEN HERE PREE PENNG RE REQURE N RE PRN. HEE PENNG PREVE EMLE HLL NLUE HE FRME, R, HRRE, LNG EVE, LL N NHRGE. NRR HLL EE H N MPNEN ME R UNR QULY UE UH H HE EFFEVENE F HE ENRE PENNG FRE R MKE RRER MGH E JEPRZE. R N FRME HLL E FURNHE H UNERRER' LRRE R RNKHEREY LEL H PPRPRE FRE RENE RNG FR HE L F PENNG HEULE. UJE R MNUFURER' PREURL LMN, LEL HUL ER HE FLLNG NN: "FRE R, E EQUPPE H FRE E HRRE" EE HE E GNGE 6/8. 00 Figure Height of actile haracters bove Finish Floor or Ground L MEH RM EE HE EE HE F REFUGE 45. 5/8. EE HE '-" 8" '-" FEM HUER LRM EE HE RE 4'-0" 08c LN HERE LE GN PRVE R, HE GN HLL E LE LNGE HE R HE LH E. HERE LE GN PRVE ULE R H NE VE LEF, HE GN HLL E LE N HE NVE LEF. HERE LE GN PRVE ULE R H VE LEF, HE GN HLL E LE HE RGH F HE RGH HN R. HERE HERE N LL PE HE LH E F NGLE R R HE RGH E F ULE R, GN HLL E LE N HE NERE JEN LL. GN NNNG LE HRER HLL E LE H HE LER FLR PE F 8 NHE (455 mm) MNMUM, ENERE N HE LE HRER, PRVE EYN HE R F NY R NG EEEN HE LE PN N 45 EGREE PEN PN. EEPN: GN H LE HRER HLL E PERME N HE PUH E F R H LER N HU HL-PEN EVE. LELE R N FRME NE: 8" min. YPE "" ENERE N LE HRER YPE "" G R HNLE YPE "" YPE "" YPL R YPE LE: /4" - '-0" Figure Location of actile igns at oors FEM HUER PN HRRE YPE "E" RM FNH HEULE - ELE NREE V - VNYL MPN LE " HEGH REMRK V R EE RP PLN -- GP GP EE RP PLN P P EE RP PLN -- EE RP PLN -- GP GP EE RP PLN P P EE RP PLN V R EE RP PLN V R EE RP PLN V R EE RP PLN V R EE RP PLN V R EE RP PLN V R EE RP PLN V R EE RP PLN V R EE RP PLN HM HM HM4 HM3 M G RE F L E N. HEGH " YPE EE HE E '-0" E EE HE UH " NRH " EE HE " '-8" LRM MEH RM Y' RERM ELE MEH RM GRL' RERM LRM VEULE RRR LRM LRM LRM LRM VEULE ELNG E " EE HE " " FLR YPL FRME YPE LE: /4" - '-0" GLZNG HEULE YML ERPN '-4" /4"='-0" YPL LRM LER EMPERE G NULNG GL NE EMPERE G FG 6'-0" 3 NERR ELEVN '-8" - Z:\07\7-53 dditions and improvements at harptown chool, Franklin ounty E\ rawings\rchitectural\8. chedules.dwg - Friday, pril 0, 08 :46:8 PM 0 0a RM NME " EE HE " EE HE LL RM # " EE HE " R - RUER E 4" - NREE MNRY UN - PN MU - NREE MNRY UN - N PN P - PRELN LE EE HE - N RK REQURE GP - GYPUM R - PN G - GYPUM R - N PN 8 NERR EERR HEE LE : HEULE MKEE J # : 7-53 RN Y : L E: REVE E: REVE E: G REVE E: LUMNUM FE / PPLEVER NERR ELEVN YPL N YPE /4"='-0" YPL LRM LE: /4" - '-0" HEE N. : UH HULL REE MNGMERY, LM 34 (334) b N RHEURE and NERR EGN HM4 McKEE and E FRY E H R FLUH L RE E RE 3/4" LRM 4/8. Russellville, labama 3/8. FRNKLN UNY R F EUN 0a 0 MN. LER. McKEE, JR. No. 08 MNGMERY, L. N FR HE HM HRPN ELEMENRY & HGH HL FRY MPRVEMEN N N FLUH L RE FURNH NVUL PL LMNE GNGE YEM H RM R UPN' NME N RM NUMER. FNL RNG E FURNHE HEN HP RNG FR GNGE YEM RE UME. FURNH NVUL PL LMNE RERM GN FR R() N HNPE E GN E PLE N LL EE RERM R() -EE GRM. EE HE 3/4" HEGH VE FNH FLR F GRUN LE HRER N GN HLL E LE 48 NHE (0 mm) MNMUM VE HE FNH FLR R GRUN URFE, MEURE FRM HE ELNE F HE LE LE HRER N NHE (55 mm) MMUM VE FNH FLR R GRUN URFE, MEURE FRM HE ELNE F HE HGHE LE HRER. EEPN: RLLE PRVE N ELEVR R NRL HLL E EPRE 3 6 NHE (4.8 mm) MNMUM N HLL E LE EHER RELY EL R JEN HE RREPNNG RE HRER R YML. '-0" REMRK EE HE GNGE JM '-8" 0 EL HE EE HE LEL 8" FRME FNH FRME YPE 3'-4" R FNH EE HE R YPE EE HE MERL 8" min. HKNE HEGH H GNGE NE: E R # GN MUNNG HEGH 5'-0" R HEULE

19 LL FE - Z:\07\7-53 dditions and improvements at harptown chool, Franklin ounty E\ rawings\rchitectural\9. Miscellaneous etails.dwg - Friday, pril 0, 08 :56:0 M MNMUM " R PE RENFRE MU LNEL 8" ERNG '-0" FLHNG PEFE '-0" 8" MU EEL LNEL H FLHNG - MNMUM 4" ERNG - EE RUURL VY NULN ME FR LRY MNRY LNEL EL LE: /" - '-0" RM E FE- EE NE EL 4'-0" FF (M) FRE ENGUHER NE (FE) LE: /" - '-0" RUER E EL LE: 3/4" - '-0" PRVE EEP N HE JN 3" MMEELY VE HRU-LL FLHNG - YPL 8" VE GRE MNMUM N LE x RK URE EL FNH FLR NE: REFER EERR ELEVN FR HE REMEN 4'-0" M " PPE RL " FRM FE F LL N HE H PLE EUHEN 4'-0" M EN PRFLE F RMP LL MUNE HNRL RMP (HR) LE: " - '-0" F R E E N G U H E R ELEVN RUER E HERE HEULE RUER E HVE PREFRME NE N UE RNER - YP. 3'-6" GURRL HRU-LL FLHNG EL LE: /" - '-0" '-0" HN RL '-0" FLHNG PEFE LNNG / FLR '-0" NE: RK NUE F MER EHNL NE # 7 E H LL FLHNG MU EEN P HE EERR FE F HE MNRY R E U FLUH H HE EERR MNRY. U FR YPE FLHNG FLUH H HE EERR FE F MNRY FER ENG LEF EPE FR NPEN PURPE NLY. EE NE NE: MUNNG HEGH ELE FUNN HE PU ULE E N MRE HN 36" VE HE FLR. ELER ER LER (E) LE: /" - '-0" RUER E EL LE: 3/4" - '-0" /" MEER EEL PPE HNRL HPE HN. GRN LL EL. PRME N PN LL URFE. 5'-0" M 3/4" HRZNL MEMER 4" UE RNER, R JM, E PENNG, E. E ULLNE MU FR URE VE FLR E QURE- EGE RNER UN LL PRPER E NLLN. RUER E HERE HEULE RUER E HVE PREFRME NE N UE RNER - YP. MEL GURRL / HNRL RMP (GR/HR) LE: " - '-0" RM E FE- EE NE EL PRVE EEP N HE JN 3" MMEELY VE HRU-LL FLHNG - YPL 8" VE GRE MNMUM N LE x RK URE EL FNH FLR RKE, NLL KER R N ULK RKE, NLL KER R N ULK 4'-0" 4 " EPNN JN H ELN 4" HK NREE P H F. - ZE F P E 6" LRGER HN REQURE Y HV NRR / EQUPMEN. HV EQUPMEN P (EP) LE: /" - '-0" HR LE EL LE: 3/4" - '-0" MNRY NRL JN EL (MJ) LE: /" - '-0" 4'-0" 4" UE RNER, R JM, E PENNG, E. E ULLNE MU FR URE VE FLR E QURE- EGE RNER UN LL PRPER E NLLN. EEN U M F RUURE VE UN ENUN HEULE ELNG U PRN NULN MU PRN LE E HERE HEULE LE E HVE PEL NE N UE RNER - YP. NE: EE FLR PLN HEE FR NERR PRN EGNE REEVE NULN FULL HEGH EEEN U. LL NN-RE NERR PRN HVE UN LNKE VE - YPL. NLL UN ENUN LNKE VER ELNG PNEL, EEN 48 NHE EYN PRN and GHL F RUN LL GRLLGE, HNGER N HER VERL PENERN. H NULN E REFULLY F RUN -N VER- REEE LGH FURE. UN ENUN EL () LE: /" - '-0" PREFRME GKE RKE, NLL KER R N ULK 4'-0" JM EN H UN 4'-0" MPRVEMEN N N HEE LE : MKEE J # : RN Y : E: HRPN ELEMENRY & HGH HL REVE E: REVE E: REVE E: FR HE HEE N. : F FRNKLN UNY R F EUN L E MELLNEU EL 7-53 L M Russellville, labama LER. McKEE, JR. No. 08 MNGMERY, L M c K E E a n d E R H E U R E a n d N E R R E G N 63 UH HULL REE MNGMERY, LM 34 (334) E RE RH ERE G

20 PL YEM HE PUMP UN HEULE UN YPE MNMUM L R FM MNMUM EPN UE R FM MMUM EPN MMUM EPN (ENMZER) PPR. E. PRE.- NHE F ER L. FN MR PPR. H.P. VL PHE HZ. MNMUM LNG PY.R.. NN - L U/HR L MEN HE PREURE NRL F - (LNG NLY) MNMUM HENG P. (MPRER NLY) F MEN & 70 F NR EMP. - U/HR PPR. F.L.. MPRER MR VL PH. HZ. UR UN FN() PPR. F.L.. VL PH. HZ. ULRY RENE HEER K.. NRL EP VL PH. HZ. MNMUM HPF.R.. NN MN. EFFENY.R.. NN HP N/. / ,000 45, HP N/. / 08 8,000 45, NE HP N/.70 / 08 4,000 NE:.) LL NR UN HLL E FRY RE FR NGLE PN PER NNEN (FN N HEER)..) 08 VL, 3 & PHE PER ENG PRVE Y ELERL HE NR HE PUMP UN EN. UN MNUFURER HLL PRVE FRY NLLE RELY, RNRMER, E., REQURE PERE EQUPMEN PER REQUREMEN PEFE VE. 3.) EER RNG E N R 0/40 4.) HPF RNG E N R 0/40 FN HEULE FN YPE EF- EF- EF- FN FM ERPN N/ ELNG MUNE, ENRFUGL, RE RVE ELNG MUNE, ENRFUGL, RE RVE QURE N-LNE, ENRFUGL, EL RVEN EHU/REURN R REGER HEULE YML EH. 3 4 R.. NE x9 3 4 FM RNGE N LE NE!! ZE - N. x N. x 4x4 6x6 FN ERPN ELNG EH. R REURN REG. ELNG EH. R REURN REG. ELNG EH. R REURN REG. ELNG EH. R REURN REG..) RUNU/RNH U HLL E HEULE VE UNLE NE HERE N HE RNG U NULN FLE. NN. MEL NNG U MMUM N RNG MNMUM FN ZE NHE YPL U LNER NERRUPN EL 0.0 H EL PPLE FRE MPER NLLN, HERE U NNE FN EN, NYHERE RE U LNER PRRUE N HE RREM, NY PN HERE LNE U PREEE Y UNLNE U, RE U NULN EGE RE EPE N HE REURN R PLENUM, E. - EE PE FR NL REQUREMEN x PPR. LL/ RF PENNG -NHE N/ N/ MMUM FN PEE RPM PPR. E. PRE. N. R. L FN MR MN. H.P./ 34w 77w RN PN 45 PER VL 0 0 FULL ZE F RN NNEN (MN.) EEN FLR RN. PH. HERZ 5,000 NRL NERLK EE NE # EL LGHNG RU EE HV NRL PE NE:.) UNER NRML PERN, FN HLL PERE V LGHNG RU. UPN RM EVEN MN PER FLURE, FN HLL NNUE PERE V NVERER PER HE LGHNG RU RNH U ZE x7 4x7 6x9 N/ 09.6 / h.p. 0 REVE UN NG UNN REMRK REVE EERNL NULN U EL HEVE FRE RE PRN-PRN NNUE VER/R PENNG U EL HEVE UL LNNG (F PPLLE) MNMUM 6 GUGE EEL LL LEEVE URK HEVE EERNL NULN (F PPLLE) 6.0 F VPR RRER NG H GL LH EMEE EEEN REKY LP () JN N LE NE LL MUNE ULE HE PUMP UN HEULE 08 UN YPE HP- MNMUM L LNG P..R.. NN - U/HR MNMUM HENG P. (MPRER NLY) 70 F NR & 7 F MEN - U/HR 8,000 3,000 MNMUM U. ELER RENE HE - K NR FN FM HGH PEE N/ 400 UE R FM 0 NR UN M - PER.5-08V, PH., HZ. UR UN M (MPRER N N. FN) - PER V, PH., HZ. UR UN MP V., - PH., HZ. MNMUM HPF R 0/40 N. 8. MNMUM.E.E.R. R 0/40 N FE F LL -/" x -/" x 0 GGE RENNG NGLE. NGLE MU LP RUURL PENNG " MNMUM N VER RNER F PENNG REPLELE FULE LNK YPE 3 MPER FRME PER MN FRE, MKE, N RN MPER NLLN GUE EURE MPER FRME LL LEEVE 8"..'s PER MN GUE LL MUNE FRE MPER EL LERNE: /8" PER LNER F EURE RENNG NGLE LL LEEVE 8".. PER MN GUE NE: ) PRVE FRE MPER N LL U PENERNG FRE RE LL, ELNG, FLR N NY YPE F RE EMLY - REFER RHEURL RNG FR LN F FRE RNG..) VERL N NLLN HN. HRZNL N MPER NLLN MLR YML ENE VERL N FRE MPER ENE HRZNL N FRE MPER 4.0 MPRVEMEN N N HRPN ELEMENRY & HGH HL FR HE F FRNKLN UNY R F EUN L E M Russellville, labama LER. McKEE, JR. No. 08 MNGMERY, L. M c K E E a n d E R H E U R E a n d N E R R E G N 63 UH HULL REE MNGMERY, LM 34 (334) E RE RH ERE G - Z:\Mckee\8-4 harptown Elementary helter\hv & PLG Plans.dwg - Friday, pril 7, 08 9:45:9 M HRGE R FN MR HNG FRM NRUN VE HNGER R UM GRVY MPER EHU FN NGLE UPPR VRN LR-YP. HNGER R FLELE NNEN NE YPE N-LNE ENRFUGL FN EL N LE FLER FRME & FLER - EE PEFN RENGULR U-EE PLN FR ZE & LN FN NLE UN YPE R-HRU L-HRU YPL R HNLNG UN NENE RN EL N LE NE: P-RP " PLU "" " MNMUM HERE "" = HU PREURE HREE PLUG (YPL) "" PLU " PLU ". NRR HLL PRVE RN REQURE Y HE R HNLNG UN MNUFURER. N ENE F HE REQUREMEN, NRR HLL PRVE RN ELE VE. NRR HLL RE R HNLNG REQURE LL FR NLLN F HE RN ELE VE ELNG FN MNUFURER FURNHE RKE FR HNGER R ELNG 4x4 R 4x48 MEL LG. PNEL ELNG MUNE EHU FN NN. EL N LE UPPR FN HUNG FRM RUURE VE - N LL EGH E RRE Y ELNG GR /4" HREE R H RUER N HER MUN KRF MPER PRVE FLE. NN. FN HRGE RE RVE FN MR FN MNUFURER FURNHE LUMNUM GRLLE ZGUV, ERNG & E NULNG ENGNEER 800 McNUGH REE MNGMERY, L ZE PRJE NUMER 8-4 HE NFRMN NNE N H RNG PYRGHE MERL N HLL N E REPRUE, GZE, R REVE, N HLE R N PR, HU HE REN NEN F ZGUV, ERNG N E HEE LE : MKEE J # : RN Y : HEKE Y : E: REVE E: REVE E: REVE E: HEE N. : M HV HEULE N EL. R. ZGUV (ELEE N REVE PER # EL

21 - N:\07\7-78\rawings\elec\E0..dwg - hursday, pril 6, 08 9:5:37 M ELERL LEGEN ELNG ULE LL ULE RNH RUNG ELEPHNE & ELEVN YEM PNEL N PER MELLNEU EQUPMEN FRE LRM YEM LE RU ELEVN NERM YEM LGHNG NRL MELLNEU GENERL ELERL NE: Gunn & ssociates, P.. onsulting Engineers 30 Highway 4 Millbrook, L 354 el: Fax: G# HEE LE : ELERL LEGEN & NE MKEE J # : 7-53 RN Y : J. LLERY E: REVE E: REVE E: REVE E: HEE N. : E0. RE E G ERE F L RH M LER. McKEE, JR. No. 08 MNGMERY, L. E M c K E E a n d E R H E U R E a n d N E R R E G N 63 UH HULL REE MNGMERY, LM 34 (334) MPRVEMEN N N HRPN ELEMENRY & HGH HL FR HE FRNKLN UNY R F EUN Russellville, labama

22 - N:\07\7-78\rawings\elec\E..dwg - hursday, pril 6, 08 8:50:7 M E. NPY E PLN - ELERL LE: /8" = '-0" E LEGEN KEY PLN N LE /8" = '-0 8' F GRPH LE Gunn & ssociates, P.. onsulting Engineers 30 Highway 4 Millbrook, L 354 el: Fax: G# HEE LE : NPY E PLN - ELERL MKEE J # : 7-53 RN Y : J. LLERY E: REVE E: REVE E: REVE E: HEE N. : E. RE E G ERE F L RH M LER. McKEE, JR. No. 08 MNGMERY, L. E M c K E E a n d E R H E U R E a n d N E R R E G N 63 UH HULL REE MNGMERY, LM 34 (334) MPRVEMEN N N HRPN ELEMENRY & HGH HL FR HE FRNKLN UNY R F EUN Russellville, labama