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HomeMy WebLinkAbout018-95 Frederick Co. Landfill - Shawnee - BackfileGeneral Notes: 1. The contractor shall furnish a// materials, labor and equipment and perform ail ,,or, including restoration for the completed installation of the utility systems and al/ other improvements shown or implied as necessary for the completed foci/ty ready for use. Unless otherwise noted, specifications for all work to be in acc,,rc' nce with applicable Standards and Construction Specifications of The Viiginio Department of Transportation, Vlrcoinla Dept. of Health, Frederick County Sanitation Authority and the contract documents. 2. the engineer has attempted to locate existing subsurface utilities; however such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any d moye shall be the contractor's responsibility. The Contractor shall notify o/l utility companies 72 hours prior to construction. Call "Miss Utility' 1-800-257-7777. J. The contractor shall be responsible for all construction stakeout All dimensions, elevotions and locations shall be field verified by each contractor prior to beginning the work. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediate/v brought to the attention of the work shall be immediately brought to the attention of the Engineer and/or Engineer andl or the Owner. 5. Ali grading for improvements to be confined to the project area. Any work penorr7ed offsite is the Contractors responsibility. 6. Contractor to obtain, at his expense, al/ permits required of this work and shall fo.'thful/y adhere to the permit conditions imposed. 7. Al/ fill, base and subsurface material shall be compacted to 95.T of theoretical maximum density as determined by AASHO—T-99 method A, within plus or minus 2X of optimum moisture for the full width of any dedicated right—of—woy. Compaction in at';er areas to be 90% 8. Access for emergency vehicles must be maintained of a// times. Temporary street :," ns must be posted as construction beg/ns. Access to fire hydrants rs not to be impeded of anytime ::v canstruc.`.n. mote�ia/s. porked cars, etc. cars etc.. 9. Cutshaot s:`:=° b_=r?rnif+<d to the Engineer for approval prior to construct%ar.. ; 'l cutsheets should show existing ground elevations of centerline of utility, structure or road, and offset hub P'= 10. Temporary and permanent erosion control structures and methods to be in nc, -: ce .vith the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction pdrio.l. 11. All erosion control structures shown or as required during construction shall be continuous/v maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone bo :e installed at the earliest possible date after establishing grade. No area is to remain denuded for more than calendar days when construction is not in progress. 12. Al/ unpaved areas of the site which are disturbed by this construction shall be f rovided with 4" topsoil, fertilized, seeded, compacted and mulched. Seedbed to be watered and cared for as necessary :' Yrovide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn co-)aitions. 1J Vegetation Plan: All gross areas to be seeded with a m/xture of Marion KentucA) Bluegrass at a rate of 2-3 Ibs per 1,000 sf and Anuua/ Rye of a rote of 1 lb per 1,000 sf. New/v seeded areas shall be ; , ;shed at arcte of 70-120 Abs. per 1,000 sf. Adequate watering and fertilization ore required to aid the emergence of new c -ass. 14. Temporary termination of sewer line shall be plugged with a watertight plug. Th• end of the lateral shall be marked with a treated 2W post extending from the plug to eighteen (16) inches above the S ound. The top six (6) inches of the post shall be painted green. 15. Bum/ng of land clearing debris requires a permit from the Fire Marshal's Office. Burning of construction debris on site is prohibited. 16. V/ construction must conform to the 1993 BOLA National Building Code. Mechanical Note.3= 1. office Area = 750 sf 2. Install Heat Pump on Mezzanine floor area utilized for supply and returns to o; ce.: below. Primarily the outside areas of the floor as to not block movement and strooge access. J. Equipment shall be Carrier or equivalent approved by Owner. 4. Complete design showning duct size and location, return and supply grill size or, I [:FM, gas pipe sizing and lengths of runs, and BTU input rating of equipment shall L • supplied by the Contractor. 5. Gas Piping shall be block mo/ab/e steel on the interior of the building. Copper tubing is permitted on exterior and underground to LP tank Location. 6. Shop and Garage heating shall be by LP Gas Fired Radiant Heat (Reflect—O—Rci or equivalent approved by Owner. 7. System shall be designed and installed to a minimum height of 12" above the .`,y'hest door opening and above al/ crone way operation. 8. Shop and Garage area shall have ventilation air of minimum 5625 CfM (1.5 )er sf). Two (2) Fans evenly spaced with two (2) powered louvered make—up air grills shall be /nsto/led and shall meet the requirements of Section M-1605.6 wit,'; "vatic Shut Down upon detection of carbon dioxide by approved automatic detection device. Frederick Counts✓, Virginia Vicinity Map Scele 1"— 2000' [IM�ilgii ° I IN liilliilml 111 �\ '616 is April, 1995 z HARVEY EDWARD SNYDER 1 2250 ( ) 01VAL Ee`G 1 2 I 5 ShE �fi Index Cover Floor Pla t-i Electrica & Piping Plan Sections Details Elevatior u D E- OXNER - f 5- r- " ; '' vi.. - J i-7 County of rederi ck P.O. Box 601, Winchester, Vc 22604 (703) 665- 5643 FINAL SITE PLAN L4A P VLD PA 1 1 CATTL-C' CON — 620 pot,� O 630 50 640 690 OMH P'4 " " �'p "I . . _��._ ��.� � ���� VAN A�ESSJ$Lt '•� �r_ OA - O ' NK AFT, SP.ic.er" x zQ F r._-.�EN�Trt ��.. SURFNC- W CF PA,IyIG 4FT. wio, :-1P_ACE` AND, SIDFMI4, HA)) TANK - 6130 CGr�,IMY l,}IrN AGA _RFGULAT►CINS 5-FC7 y,5, LfACHA -APPRIORA1TS HANDICAP lU,611't00 SIGNS VVILL PLACE"A IN SPACE. C,ALL,,N t �s `p 'FIX. PgR�I` '�I�gMFLI 4e� L<t� pF l,_ 1 /a j�l K D. �� EX' SHvP '41 I l TANK-DIF"SE°L Old Scalehouse Building y L 7 EC. r- :V $— — E L EC TK 1 C PO L E' X— iW'r/NCr FFNCF IYOTE%Q, I REQUIREI) SZ'78ACK5 : FRONT Go' S►DF SD' REAR 50' NEW SHOP P M-E- TS AL J r TRACK REQU►RC-MEN1S, Z. TOTAL ACREAGE �39 ACRkS 3. PROP 17ED BUILDMG IJSE. -�MAL'U_TEA)AN-CE OF_.EQ0I PI1l1E_!+1_r, rl_.G H T _- 2 (o FT -TRQR._No. -, GS-A-IGO -O - SHAwVFE DIST. A_ PPROVEU PY - 071J.INC; GRAPHIC SCALE 50 0 ( IN FEET ) 1 inch = 50 Yt. 2 .5 ADNIi_N)-T7RA-'0A___ AT 200 no. I date description by I ckd. REVISIONS DRAWING NC FREDERICK COUNTY LANDFILL "FCMAIN.dwgg" MAINTENANCE FACILITY drawn ry,, twi drawn b . tw SHEET Site Plan 2A FREDERICK COUNTY VIRGINIA of _ 4 750 gal 750 gal Tank Tank a 0 0 (1) 4- o rush o Overhead 3' O Overhead Exhuast Fan 1 3'0" Door —� (Type A) 3'0" 5' 1 /2" Waterproof 8' 2'x2' Window j2' F Translucent 2'x2' Window r� 4'x4' Conc. Condenser Pad over 4" Stone GRAPHIC SCALE 2 4 8 IN FEET ) 1 inch = 4 ft. 2510" 2500" 25'0" E 10 8" E See Cross Tie Section 1 01_� Detail on Sheet 4 14'6" 11,0" 75'0" (19) 8'-6" Pipe Bollards LEGEND Filled with Concrete (Set 3' in concrete in ground) 8" SPLIT —FACE CMU WALL W/STROFOAM INSERTS (10" CMU BELOW FF) 6" CMU WALL 2"x4" WOOD STUD WALL w/Pressure Treated Plate & Water 12 (typ) 49 Proof Drywall in Bath 1 &Locker Room Area 40' Push Buttoh Operated ' OVE--head Roll —up Door n Sirale Raw of Windows 12' 0" -.OPP 12' 0" rs 0 New Well 24'0" to be provided (Location to be determined In the field) 750 gal Tank Three (3) Light 1200 W. Each Electrical Panel 200 Amp. 40 SE 2-8' Ground Ro, ground rod clam 2-3/0 CUB THWI 1-2/0 CU for N ELECTRICAL NOTES 1) 110 Volt Outlets in Finished Floor. 2) Individual Circuits Machines in Lunch Ro 3) Provide circuit for of Building 4) 220 Receptacles a tied together. 5) Lighting dt recepta4 are to be provided an 6) All General Llghtin� AWG, THHN—THWN. All accordance to load. f 3/4" THINWALL except to Physical Damage. NOTE: All Restroom f must comply with AD Requirements. Contractor to adequc vent the Sanitary Sep HEAT PUM MEZZANINE n 750 gal 4" PVC Pipe (9 0.50% Slope LIGHTING NOTE: CONTRACTOR TO INSTALL MERCURY VAPOR LIGHTS THROUGHOUT SHOP AREA. FLOURESCENT LIGHTS TO BE INSTALLED GRAPHIC SCALE IN THE OFFICE, LUNCH ROOM,ETC. AREA. CONTRACTOR TO SUBMIT LIGHTING PLAN TO ENGINEER FOR APPROVAL o z a a is PRIOR TO INSTALLATION. ( IN FEET ) 1 inch = 4 M WATER MAIN NOTE: CONTRACTOR TO INSTALL FILTRATION SYSTEM ON WATER MAIN BEFORE PRESSURE TANK LOCATED IN JANITOR'S CLOSET. r __ _1 fl__ -I 1 I. --1 --- 1 a� 0 IIIIJ V � 0 0 Connect 6" Drain Line to Ex. Leachate Lir ie Electrical lJe►en+c1 )It Receptacle (Duplex) )It Receptacle (Ground Fualt Protected) elt Receptacle (Welder,etc) Pole Switch (3) Way Switch 4) Way Switch ube Flourescent Fube Flourescent lottery ency Lights, Battery >t Fan, 75 cfm Wall Mount Exterior, Weatherproof Base for Electric Service 3utton Overhead Door Opener ott Metal Halide >t Fan fiend PIPING IPING rATER PIPING CRY SEWER PIPING W - :quare Sump- Pit.. ity Drain Sc Box W —0 New Well to be provided (Location to be determined in the field) 3/4' DIA. SMOOTH DOWELS, 12" oc 6" D.I. Drain from Bldg Trench 26 GA. GALV/ALUM PANEL RIB ROOF SHEATHING 16" LONG, GREASED ON ONE END OVER 3' VINYL FACED UL 25 FIBERGLAS INSULATI❑N 4" CONCRETE (28 DAY COMPRESSIVE STRENGTH-4000 PSI) 6x6 WWF (1.4/1.4) EAVE GUTTER ----_ 6 MIL POLY '4\ 10'0" 4" • � 4 _ d( • X X X- X X - d A "f/ a x •�s'X.—i �, 3/4., Dia. (month Rod 4 #%/STON 1/ 4 x3 x3 Angle (6 Long) + + + + + � I A36 Steel Use Turnbuckle ++ + �� � 3 8 Connections} + + + + + + DOWN LEADER +++++++ y�+ +++ ++ ++++++++++ 8" Concrete w/#4 ® 12' EW TURN OUT @ GROUND LEVEL COMPACTED SUBGRADE 1 +++ + + + + + + + 4- 6x6 wWF 6/6 15# Felt #4 CONT Section "E-15' Bond Break „ Section A -A „ nts nts 6" C.I. Drain Line from Trench MEZZANINE FLOOR 10#01F O 00 17'-4" STEEL SIDING /3/4" T&G Plywood Floor 24" 30 �l—' � Trench 10" PRE—ENGINEERED 2"x12" SYP Floor Joist ® 12" oc METAL BUILDING TY_U1Cal Cross Tie Detail 6" Water Stop (Ea Side) nts R-30 Fiberglass Insulation X X 26 GA. STEEL PANEL NOTE: 1/2" Watp-proof Sheetrock RIB WALL SHEATHING to be Installed on all Wood Partition Interior Walls 6' CMU Sheetrock to be painted with Latex 3" VINYL FACED 26'-0" EAVE HEIGHT Based Semi —Gloss Enamel Paint. UL 25 FIBERGLAS INSULATION 4" CONCRETE (28 IDAY (Color to be selected by Owner) 8" Concrete w/#4 # 12" EW 1 /8" Sawcut-1 /4 Depth of Slab COMPRESSIVE STRENGTH-4000 PSI) 6x6 WWF (1.4/1.4) 6 MIIL POLY Fill w/Flexible Caulking Section "D--D" 4"—#57 STONE F- 4" 8" nts aC X X X- d X X BOND BEAM • 2 (#4) REBAR (typ) + + + + + + + + + + + i 12" 2 #4 CONT. Siding Railing (by others) I I Concrete Slab Section "B—B" MEZZANINE FLOOR Cut every other nts 3/4' T&G Plywood Floor ' HEAVY DUTY TRENCH DRAIN Typical Control Joint (Neenah R-4990—DX o.a.e.) nts 8'-8" MASONRY 8" CONCRETE (28 DAY COMPRESSIVE 2"x12" SYP Floor Joist ® 12" oc DUROWALL EVERY THIRD COURSE STRENGTH — 4500 PSI) 4"—#57 STONE INVERTED RAILROAD SPURS sxs WWF 14" (Used Rails) — 1 /2" Drywall 2%6" Nailer THER❑SEAL 8' ABOVE FF 6 MIL POLY 2'3" 12"(typ} Molding 6" Insulation (R30) 1 /2 Dia Anchor (4 oc) 24'xl' BOARD INSULATI❑N I 2 x8 Nailer 3/4" Dia. Smooth Dowel-16" Long 8' SPLIT `-ACE CMU W/STYR❑F❑AM INSERTS . 30# FELT (Color to match existingLandfill • < Q• • < tr• • � a• • � e• .X� a• ••• "� .a a x a 12" oc—Grease One End Reverse Split Face Block 8' CONCRETE SLAB Scalehouse Building) 12" REINF. W/6x6 6/6 WWM ❑VER 6 MIL POLY +++++ + OEM T T T T e ++ + ++ + ++ + ++ + ++. +++ + + ++++ +++�-++ ++++ + + /+ 8" Split Face Block w/Sealer 6" CMU x x x Styrofoam Inserts x / FINISHED GRADE Trench Drain Section �;I 4'—#57 STONE ; 24"(min) Section "C—C" Section "F—F'' Concrete Slab nts 10 nts PIER @ BLDG. C❑L'S NOTE:EXTERIOR FOOTINGS & PIERS TO BE DESIGNED COLUMN UMODATRS TO BE DESIGNED ij PRE—ENGINEERED BI ILDING, WITH HAIR PINS TO ACCOMODATE THRUST LOADS NOTE: TO BE DESIGNED TO COLUMN BASE PLATES & ANCHOR BOLT LAYOUT ACCOMODATE 2#4 C❑NT, 24' PRE—ENGINEERED BLDG. Typical Construction Joint nts Exterior Wall Section nts #3 TIES 2'6" (min) 3. #5 All Steel #5 ®12' rw/T&B With Panic Hardware Plumbing Symbol Description Unit Type 12' 10" no. date description by ckd. I P1 Mop Sink 24%24" Fiat w Fiat Faucet REVISIONS P2 Standup Shower American Standard o.a.e. DR. P3 Lavatory Lucerne 20x18 — 0355.027 NOS: FREDERICK COUNTY LANDFILL "FC P4 Water Closet American Standard 2108.408 MAINTENANCE FACILITY Feb FOR ESTIMATE PURPOSES, ADOPT COLUMN 3" P5 Water Fountain Oasis Handicapdra PIER DIMENSIONS OF 16"x16" w/4#5 VERTICAL LEGS 5'-6' Square / \ B P6 Urinal American Standard AND #3 TIES ® 8' WITH TWO (2) AT TOP. /� U FD Floor Drain Josam Typical Column Footing Sections & Details Notes: 1) Lavatory to be mounted 0 34" to Top Front Lip. Door TYUeB 2) Water Closet to include Open Front White Seat less Top nts nts FREDERICK COUNTY VIRGINIA of 20'0" (typ) Left Side Elevation Scale: 1 /8":1'0" u u u 18'0" u u Lu 3' Right Side Elevation -o Scale: 1 /8": 1'0" 26'0" I - Front Elevation Scale: 1 /8": 1'0" / n \ -)"„c" nr ` I L u u u u u u Rear Elevation Scale: 1 /8": 1'0" alt Shingles i# Felt /2" CDX uminum ashing ® 16" oc OL 'al I J + no "IN �NTRHNCf--�� b SCALEHOUSi= � � @0 � 0 00 0 10ADING AREA - GRAVEL SHELTER PaRKIN ego GRAVEL G' OMH eoo PROP E % EX. ANIMA TAN' So© GAG. Z-- P, SHELTER ADD. A- (#)f� r G2v� % _FF CIS, R AD _ TioN FX157'lNG [oA i $1 WELL TLECTRICz EX157-IN6 .CHAINLINK -CONCRE7-[' PA - tFr. NElrNT e"7o REVISIONS ekd._ JOB NO./DWG. NAME: 7CLKEY. dwg" TE L_I N E__ _ FA C ! L ! T Y - 20 .x 2S' - 500 SO. FT _'� .REVISION TO SITE PLAN FOR FREDERICk COUIUTY -LANDFILL MAINTENANCE BUILDING -APP. 7-24-55 NOTF_S SETBACKS - FPONr: GO' SIDE: 5o' REAR ; So' T07AL ACREAGE - 382 ACRM TROPOSED USE: SHELTER FOR STRAY CATS 20NING _ RA PROP. Nd. C' 6S_A.16$ SHAWNE� ^DIS! �� ` _ FREDERICK COUNTY ANIMAL SHELTER SITE DEVELOPMENT PLAN FREDERICK COUNTY VIRGINIA scale 1"=50' no. date description by DATE: October, 1993 �PT: �1,1��5 _ SHEET 1 OF 1 DESIGNED BY: ED STRAWSNYDFR DRAWN BY: APPROVED BY: Ai r"nuvcu Q' [A�jIN! -7 IWIylI"I ->, r\A WrR uN I C I I 1 - 1 general Notes: 250 I 7' D " I 1 1. The contractor stoll furnish all materials, labor and equipment and perform a// work including restoration for the completed 8 ' Q " installation of th ^ utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. ;nless otherwise noted, specifications for o// work to be in accordance with applicable Standards 1 and Construction Specifications of The Vl?gins Department of Transportation, *yinia Dept. of Health, Frederick County 1 1 Sanitation Authorty and the contract documents. 1 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor I— — — --� shall exercise co •e in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The Contractor shall notify al/ utility companies 72 hours prior to construction. Call "Miss Utility" 1-8O0-257-7777 r A/C Unit to be furnis d by O+er I J. The contractor si all be responsible for all construction stakeout. All dimensions, elevations and locations shall be field verified by / tractor for to Biookout Opening Existing Slsotrio Box jb A/C unit / in 1rA per Unit'& D{ each contractor nrior to be main ions I I 4. Any unusual subs ,rface conditions encountered the work. encountered during the course of the work shall be immediately brought to the attention of the Ex. A/C Unit (Rel cab) A/C unit I I Owner. 5, All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 6. Contractor to obtain, at his expense, ad permits required of this work and shall faithfully adhere to the permit — conditions impos ,d. 7All fill, base and subsurface material shall be compacted to 95X of theoretical maximum density as determined by low! riatanc,e (8') Baseboard Heat Nquip Stara I Connect New Concrete to Ex Sidewalk 3 ' 8 " AASHO—T-99 my `hod A within plus or minus 2X of optimum moisture for the full width of any dedicated right—,:r--woy. Compaction in other areas to be 90% „Existing I 8. Access for emery 5ncy vehicles must be maintained at all times. Temporary street signs must be posted as construction begins. 6 ' 4 " 5 0 t# Room Access to fire h, dronts is not to be impeded at anytime by construction moteni7ls, parked cars, etc. Opencars etc.. 9. Cutsheets shall b a submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevation. at centerline of utility, structure or road, and offset hub elevation. Est r se" x 6'8 Me 10. Temporary and p rmonent erosion contra/ structures and methods to be in accordance with the �rginio Erosion Contra/ 38"xB'8" Meta: Cwr w/Ysnt °d r, a 4'er1' Concrete Slab w/111rM Guidelines and /,.cal ordinances and to be uti/ized during the construction period. Rslooats Existing Opening 4 a 11. All erosion contrc structures shown or as required during construction shall be continuously maintained throughout the period to New Location Shown in which areas (.re denuded. Areas shown to be surfaced ore to have stone base installed at the earliest possible (Install Door Vent) date after estat shing grade. No area is to remain denuded for more than 30 calendar days when construction is not in progress. 36"x6.8" tal Door 12. Al/ unpaved area. of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, 36"x6'6" Opening with Vent compacted and mulched, Seedbed to be watered and cared for as necessary to provide a good town quality grass Low Resistance (38") Baseboard Electric, cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. >.� Water and sewer lines are to be constructed M accordance with these plans and speciflcation and shall additionally meet 20 0 ,s 41 " Hunter F all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for )Atu ad CoU _ inspection by tin • County as necessary. 14. Contractor to cle,in—up and restore disturbed areas immediate/v upon completion of == Ifindow A/C Unit I I pipe —laying in 0. e affected area. 15. Exact locations fir sewer and water services to be directed b the Frederick County Sanitation Authority Inspector in (Unit to be furnished l' ty �' P —�; 42"Mounted s{Mny Fan by Owner) I I ' `� 0 " the field. Contra,. for to provide assistance as the inspector may require in this effort. 16. �egetofion Ptan „// gross areas to be seed&:; with a mixture of Marion Kentucky Bluegrass at o rate of 2-3 /bs per 1,000 sf ��I and Anuual � e -t a rate of 1 ib per 1,000 of IV&wy seeded areas sholl be n;u/c;;ed at a rote of 7u^—,20 lbs. p 1,000 s.', Exl Ing 4 'D uf' ! 1r°Tlctabi° I w I Adequate wat&6, and fertilization are required to aid the emergence of new gross. 3eo Hunter Flush w/Dieu° r L — — 8 room Mounted Ceiling Fan 0 3Ox46 Double Hung Window w/bouble 17. Burning of land c /oaring debris requires a permit from the Fire Marshals Office. Burning of construction debris on site is prohibited. FD Ex, hoe vdve FD Invuloded Class (Typical of 4) (Relocate) O x x x x Es{st{ng Fen" COrltfa°teT t0 removeS.ietir►g Siding and InstaA Waterproof Drywau 3' Place Cate in Existing Fence 7) 2'x2'x2' .Cages soloed 3 High "'4okad °d by owner) PREFABRICATED TRUSSES - RIDGE VENT REQUIRED 30TH SIDES Relocated A/C Unit e< tl.otrio Box N4" LowRes{s..anoe (36") Baseboard eat „.)FIBERGLASS SHINGLES ❑VER 15# FELT 2 6 1/2" PLYWOOD SHEATHING 8'8" UTILITY NOTES: _ Yloor_ Plan 1. Install Two (2) 400 CFM Roof .Mounted --_ Scalre. 1 "=4' Exhaust Fans. Three (3) Connect,;ons to ea. Fan as shown. DOUBLE 2'X6" PLATE 2. Exhaust & Intake Opening to -':•!nply with BOCA Code. 3. Two (2) 8x6 Opening to Outs,,"de with Duct Heater — i to temper air for Air —Change. -- 4. Variable Controls to be installed on each Exhaust Opening -- - DRIP STRIP Exhaust Controls shall have Ran,,je from 400 to 600 CFM. 1 I 5. All Electrical hardware shall be commerical grade. / ALUMINUM GUTTER Low Resistance Baseboard Heat I 6. Contractor shall remove existing chainlink fence along 3/4" WOOD FACIA 1 1 Southside of New Addition. Fence shall connect to new WATERPROOF DRYWALL W/LATEX PAINT A/c unit 1/2" EXTERIOR PLYWOOD S❑FFIT corner of Addition. The existing gate shall be placed MOM -11 1 in location as indicated on this plan. 2" C❑NTINUEUS ALUM. VENT SCREEN A y I VINYL M❑LDING/SPLASH GUARD (CAULK) Existing — --� r-,---- -- —� _ 1/2" T-111 STAINED TO MATCH Open Rom I I I I I 15# FELT — L-- —J L-- — 4 Recessed 6Flourssosnt Lights y " STUDS (16", ❑C) (tvp of g) 4" CONCRETE SLAB WITH FIBERMESH Y u� f — — ' — — 1 — — 6 MIL POLY Roof ountsd Exhaust F tz I x I Low Resistance Baseboard Elsotric I (fO to 12 Aar changes tw) FIN. GRADE —s.e amity Nat. W. ::::: ' 7T' 1-1/2" VTR1-1/2" VTRip,rNow 3" n Line 8 4" C❑MPACTED ST❑NE 18r/ 1/2Bibb Connection hoof 12 Ai hangexhausWindow A Unit1'fo t 12 Air Changes r) 1" RIGID INSULATI❑N iss Utility b #�. —I I— — — — r — — OUTL" e room I 11 I I I L [JEJ _j 0".00" On %he eloaaN — — — use Exhaust Exhaust ti 2 4" Contractor to oonvert Ex. Cleanout to Floor Drain Mac {foal Outlet (typoial) Provide Cleanout if necessary NOTS: CSILIhV FANS TO OPSRITS Low Re ,stance Baseboard Heat Existing San Sewer Line ON MUr-cwArs (Contaoltor to verify Looat{on prior to oonstrvot{on) Utilities Plan Scal 1 "= 4 ' REVISIONS JOB NO./DWG. NAME: no. date description by old. DATE: June, 1995 DESIGNED BY: E.Strawsnyder DRAWN BY: Plumbing Symbol Descrtptioi) _ Unit Type P1 36" Stainless Elkay Sink Double Bowl w 48" Metal Cabinet FD 3 Floor Dr(iin Josam Note: 48" Cabinet dt 4'x3' Fordable to be Approved by Owner Prior to Installation Typ,cal Wall Section Not to Scale FREDERICK COUNTY ANIMAL SHELTER scale As Shown SHEET 1 OF 1 APPROVED BY: E. Strawsnycder _ __ IFREDERICK COUNTY, VIRGINIA u00 j General Notes: 1. The contractor shall furnish ol/ materials, labor and equipment and perform col work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed foci/ty ready for use. Unless otherwise noted, specifications for a// work to be in accordance with applicable Standards and Construction Specifications of The Vl?gin/c Department of Transportation, 0i ginia Dept. of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however such may exist that are not shown. The contractor shall exercise care in this work so as to ovoid damage to any utilities. Any cy,;mage shall be the contractor's responsibility. The Contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. J. The contractor shall be responsible for all construction stakeout. Al/ dimensions, elevations and locations shall be field verified by each contractor prior to beginning the work. 4. Any unusual subsurface conditions encountered during the course of the work s:'a/l be immediate/v brought to the attention of the work shall be immediately brought to the attention of the Engineer and/or Engineer andl or the Owner. 5. All grading for improvements to be confined to the project area. Any work pet `ormed offsite is the Contractor's responsibility. 6. Contractor to obtain, at his expense, all permits required of this work and sha% Faithfully cdhere to the permit conditions imposed. 7. All fill, base and subsurface material shall be compacted to 95/T of theoretical aximum density as determined by A45HO-T-99 method A, within plus or minus 2X of optimum moisture for the. `zd! width of any dedicated right-of-way. Compaction in other areas to be 90% 8. Access for emergency vehicles must be maintained at ad times. Temporary strec: r : igns must be posted as construction begins. Access to fire hydrants is not to be impeded at anytime by construction ," 7&- - parked cars, etc. cars etc.. 9. Cutsheets shall be submitted to the Engineer for approval prior to constructic ::utsheets should show existing ground elevations at centerline of utility, structure or rood, and offset hub e%w t" r:. 10. Temporary and permanent erosion control structures and methods to be in occordance with the Krginio Erosion Control Guidelines and local ordinances and to be utilized during the construction pen-, 11. All erosion control structures shown or as required during construction shall be . ontinuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone be 9 into/,, at the earliest possible date after establishing grade. No area is to remain denuded for more their, s0 alondar days when construction is not in progress. 12. All unpaved areas of the site which are disturbed by this construction shall be ; rovided with 4" topsoil, fertilized, seeded, compacted and mulched. Seedbed to be watered and cored for as necessary t, provide ogood /awn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn a nditions. 13. Vegetation Plan: All gross areas to be seeded with a mixture of Marion Kentuck Bluegrass at c rate of 2-3 /bs per 1,000 sf and Anuuo/ Rye at a rate of 1 /b per 1,000 sf. Newly seeded areas shall be n iu'shed at orate of 70-120 lbs. per 1,000 sf. Adequate watering and fertilization are required to aid the emergence of new 5 ss. 14. Temporary termination of sewer line shall be plugged with a watertight plug. Thy end of the lateral shall be marked with a treated 2x4 post extending from the plug to eighteen (18) inches above the g; ound. The top six (6) inches of the post shol/ be pointed green. 15. Burning of land cleoiing debns requires a permit from the Fire Marshal's Office. Burning of construction debris on site is prohibited. 16. Al/ construction must conform to the 199J BOCA National Budding Code. Mechanical Notec�1V 1. Office Area = 750 sf 2. Install Heat Pump on Mezzanine floor area utilized for supply and returns to offj—'s below. Primarily the outside areas of the floor as to not block movement and strooge .access. J. Equipment shall be Cornier or equivalent approved by Owner. 4. Complete design showning duct size and location, return and supply grill size or,' CFM, gas pipe sizing and lengths of runs, and BTU input rating of equipment shall l supplied by the Contractor. 5. Gas Piping shall be block ma/able steel on the interior of the building. Copper k ing is permitted on exterior and underground to LP tank Location. 6. Shop and Garage heating shall be by LP Gos Fired Radiant Heat (Reflect—O—Ray or equivalent approved by Owner. 7. System shall be designed and installed to o minimum height of 12" above the h"ihest door opening and above all crone way operation. 8. Shop and Garage area shall have ventilation air of minimum 5625 CFM (1.5 CFk per sf). Two (2) Fans evenly spaced with two (2) powered louvered make—up air grills shall be installed and shall meet the requirements of Section M-1605.6 with Aut - ,-vatic Shut Down upon detection of carbon dioxide by approved automatic detection device. Frederick County, Virginia Vicinity M.:iw Scale 1' 2000' 9tiYLDING PLANS April, 1995 r HARVEY EDWARD �a STRAWSWER off 1 I 3 0 5 I + rT 7 re Cover Sly eet Floor Plc Electrical & Piping Sections Elevatio-; Details elan 0 A r-YER - R - D E -'-'/ G J " V" t 41 County of Frederick P.O. Box 601 Winch ester, Vc 22604 (703) 665-5643 ANAL SITE PLAN Afar � 0vV -D l TE- OMAL 750 gal 750 gal Tank Tank A 25' 0" 25' 0" 25' 0" E 10 8" E See Cross Tie Section 1 it Detail on Sheet 4 �W 0 0 (1) r-utiri o Overhead 3' O Overhead Exhuast Fan 3'0" Door —' (Type A) Y0" 5' 1 /2' Wnteroronf $� 2'x2' Window 2' F vj— Translucent 2'x2' window 81 A 4'x4' Conc. Condenser Pad over 4" Stone 14'6" 1110" 1 4' __*000l 17' 10" 4' 4' 10" 75'0" GRAPHIC SCALE 4 0 2 4 8 IN FEET ) 1 inch — 4 ft. (19) 8'--6" Pipe Bollards LEGEND Filled with Concrete (Set 3' in concrete in ground) 8" SPLIT —FACE CMU WALL W/STROFOAM INSERTS (10" CMU BELOW FF) 6" CMU WALL �— 2"x4" WOOD STUD WALL w/Pressure Treated Plate & Water 12 (typ) 4' Proof Drywall in Bath n I &Locker Room Area Push Buttoh Operated ' Overhead Roll —up Door h Sinale Raw of Windows 6' 0" —MM-JI 11'0" ;KI• U Co 12' 0" rs 0 New Well 2400" to be provided (Location to be determined in the field) 4 750 gal Tank Three (3) Light 1200 W. Each Electrical Panel 200 Amp, 40 SE 2-8' Ground Ro ground rod clam 2-3/0 CU, THWI 1-2/0 CU for N ELECTRICAL NOTES 1) 110 Volt Outlets In Finished Floor. 2) Individual Circuits Machines in Lunch Ro 3) Provide circuit for of Building 4) 220 Receptacles ai tied together. 5) Lighting & receptai are to be provided an 6) All General Lighting AWG, THHN—THWN. All accordance to load. M 3/4" THINWALL except to Physical Damage. NOTE: All Restroom f must comply with AD Requirements. Contractor to adequa vent the Sanitary Seu HEAT PUMI MEZZANINE n 750 gal 4" PVC Pipe ® 0.50% Slope r ^ LIGHTING NOTE: CONTRACTOR TO INSTALL MERCURY VAPOR LIGHTS THROUGHOUT SHOP AREA. FLOURESCENT LIGHTS TO BE INSTALLED GRAPHIC SCALE IN THE OFFICE, LUNCH ROOM,ETC. AREA. CONTRACTOR TO SUBMIT LIGHTING PLAN TO ENGINEER FOR APPROVAL 0 2 4 e is PRIOR TO INSTALLATION. (IN') I inch - 4 it WATER MAIN NOTE: CONTRACTOR TO INSTALL FILTRATION SYSTEM ON WATER MAIN BEFORE PRESSURE TANK LOCATED IN JANITOR'S CLOSET. a� CL 0 J 0 0 Connect 6" Drain Line to Ex. Leachate Lir Electrical Legend 110 Volt Receptacle (Duplex) 110 Volt Receptacle (Ground Fualt Protected) 220 220 Volt Receptacle (Welder,etc) Single Pole Switch Three (3) Way Switch S4 Four (4) Way Switch 8'-2 Tube Flourescent 4'-4 Tube Flourescent Exit Exit, Battery :a Emergency Lights, Battery 0 Exhaust Fan, 75 cfm FE Halon Wall Mount Exterior, Weatherproof Fm7 Meter Base for Electric Service OHD DOOR 0 Push Button Overhead Door Opener H 400 Watt Metal Halide EF Exhaust Fan Piping Legend W WATER PIPING —Gas GAS -PIPING --HW-- HOT WATER PIPING — S — SANITARY SEWER PIPING s (wP) 4' a W ge Area 4• I 0 a� m 0 U e 11 �o W W 12" Square Sump Pit 4" Gravity Drain I Valve & Box B0.5e goQkd -!•r2 K J o N W —0 New Well to be provided (Location to be determined in the field) E: 26 GA, GALV/ALUM PANEL RIB ROOF SHEATHING OVER 3' VINYL FACED UL 25 FIBERGLAS INSULATI❑N EAVE GUTTER DOWN LEADER TURN OUT @ GROUND LEVEL 17'- 4 PRE-ENGINEERED METAL BUILDING 3/4' DIA. SMOOTH DOWELS, 12" oc 16" LONG, GREASED ON ONE END 4" CONCRETE (28 DAY COMPRESSIVE STRENGTH-4000 PSI) 6x6 WWF (1.4/1.4) 6 MIL POLY 1_ do x x, x — d Q x a X57 •• NE + + + + + ++ jj 4" T + + + + +8 + COMPACTED SUBGRADE + + + + + + 3 6x6 WWF 6/6 —/ #4 CONT Section "A -A" nts MEZZANINE FLOOR /-3/4" T&G Plywood Floor 2"x12" SYP Floor Joist ® 12" oc R-30 Fiberglass Insulation 26 GA. STEEL PANEL NOTE: 1 /2" Waterproof Sheetrock RIB WALL SHEATHING to be Installed on all Wood Partition Interior Walls 6" CMU Sheetrock to be painted with Latex 3" VINYL FACED 26'-0" EAVE HEIGHT CONCRETE (28 DAY Based Semi -Gloss Enamel Paint. UL 25 FIBERGLAS INSULATION COMPRESSIVE STRENGTH-4000 PSI) (Color to be selected by Owner) 6x6 WWF (1.4/1.4) 6 MIL POLY 4"—#57 STONE 4" 8" do x d x. z — BOND BEAM d • • 77 2 (#4) REBAR (typ} �/ —T + . + + + + + + . + + i + + + + •+ + + + + + + + 4 12" 2 #4 CONT. DUROWALL EVERY THIRD COURSE THER❑SEAL 8' ABOVE FF 24'xl' BOARD INSULATI❑N — 30# FELT —� 8' CONCRETE SLAB REINF, W/6x6 6/6 WWM OVER 6 MIL POLY z 4'-#57 STONE—` PIER @ BLDG, C❑L'S L — NOTE. TO BE DESIGNED TO ACCOMODATE 2#4 CONT.-` PRE-ENGINEERED BLDG. 8'-8" MASONRY Section "B-B" nts 8' SPLIT '-ACE CMU W/STYR❑F❑AM INSERT (Color to match existing Lanciflll Scalehouse Budding) II" 24"(min) 10 24' FINISHED GRADE Exterior Wall Section nts Plumbing S bol Description Unit Type P1 Mop Sink 24"x24" Fiat w Fiat Faucet P2 Standup Shower American Standard o.a.e. P3 Lavatory Lucerne 20x18 - 0355.027 P4 Water Closet American Standard 2108.408 P5 Water Fountain Oasis Handicap P6 Urinal American Standard FD Floor Drain Josam Notes: 1) Lavatory to be mounted ® 34" to Top Front Lip. 2) Water Closet to include Open Front White Seat less Top Trench Drain Section Section "C-C" nts NOTE: EXTERIOR FOOTINGS & PIERS TO BE DESIGN WITH HAIR PINS TO ACCOMODATE THRUST LOADS 2'6" (min) 12" NOTE: FOR ESTIMATE PURPOSES, ADOPT COLUMN PIER DIMENSIONS OF 16'x16" w/4#5 VERTICAL LEGS 5'-6' Square AND #3 TIES ® 8' WITH TWO (2) AT TOP. Typical Column Footing nts tJlliNtU !U VEERED BUILDING, k ANCHOR BOLT LAYOUT 5 ® 12' EW/T&B 6" D.I. Drain from Bldg Trench 8 " Con�,%;L, n/tf-r w is L_rr 6" Water Stop (Ea Side) All Steel With Panic Hardwar Section "E-E" nts ///MMM" 8" Concrete w/#4 # 12" EW Section "D-D" nts Railing (by others) n Siding MEZZANINE FLOOR 3/4' T&G Plywood Floor 2"x12" SYP Floor Joist ® 12" oc �- 1 /2" Drywall Molding 6" Insulati 2%8" Nailer Reverse Split Face Block 8" Split Face Block w/Se< — Styrofoam Inserts Section "F-1�' nts Door Types nts 1 4' 1/4"x3"x3" Angle (6" Long) Pi" D.I. Drain Line from Trench 15# Felt �-eak 10" Typical Cross Tie Detail nts 1 /8" Sawcut-1 /4 Depth of Slab Fill w/Flexible Caulking 2%6" Nailer 1/2" Dia Anchor (4' oc) 6" CMU Smooth Rod (Use Turnbuckle vu%. cvciy vuici Typical Control Joint nts Z /A" Mt. n----1L n_..._1 1c" 1 --9 Typical Construction Joint nts A..1-.. -4, :- r.•L...... 1 I -., -- ... /r 20'0" (typ) 18.0 Left Side Elevation 26'0" I Scale: 1 /8": 1'0" u u u 18'0" u u 1 11 3' Right Side Elevation Scale: 1 /8": 1'0" / )\ )".,c" n-r 1 1 - - Front Elevation Scale: 1 /8":1'0" u u u u u u Rear Elevation Scale: 1 /8": 1'0" no. alt Shingles i# Felt '2" CDX uminum ashing ® 16" oc OL 'al I no. o� 0 REVISIONS JOB NO./DWG. NAME: "FCLKEY. dwg" date deeoription by ekd. DATE: October, 1993 F_SEPT,21,1��S DESIGNED BY: ED STRAW_'-i`y i DER DRAWN BY: ego 10AD)NU AREA- GRAVEL SHELTER PARKI GRAVEL , OMH PRO Z % MINA TAN p So®GA1. P. �ELTR_. Aoo. �#Jlo�*^ BLD WDxG5' 2A. E, o ,'�W LL XIS_TING _ CHAIAILINK Cc e4 ,' HEIGNT C' .2 A o_ Tlaw :EX_I . T'1NG : t6hf. FTE Sl WALK '1! �;�c•rrzic_ _ �� -- CONCRF rE PA, ;REVISION TO SITE. PLAN FOR FREDERICK- COUM_T_Y_.._ LANDFILL _ MAIN.TEN0KE BUILDING -APP- 7-24_-3 DOTES.- SETBACKS.- FRONT 60' SJDE: 5o' RInAR � 50 ___T07AL.:._ACREAGE -_ 38Z ACQ - PROPOSED USE:- SHELTER: FOR STRAY A7*5 e-yo seal .FREDERICK COUNTY 1 "=50' ANIMAL SHELTER SHEET SITE DEVELOPVENT PLAN OF APPROVED BY: APPR©VLD dY _ZQ14JN6._ADMII1.1_STNATR9 DATE- -.- FREDERICK COUNTY, VIRGINIA Rsiooats Existing Opening to New Location Shown (Install Door Vent) 25' 0 " —7'0 " 8,0„ I I A/C Unit to be furnis d by O+wr Contractor to Blackout Opening Existing Electric Box Jb A/C Unit in Wall per Unit's Di ions Ex. A/C Unit (Rel cate) A/C Unit Low Res&istanoe (8') Baseboard Heat Equip Stara 6 , 4 5 , 0 ►, �a.t�,o Open Room "x8'8" Meta( Door w/Vent 36"x6'8" Opening 20'0 " 48" Hunter F I You ad CsUii ink ( 1 Tr A Exl Ing 4 x3 Zetal Worktable 36" Hunter Flush w/Dmi.wre 8 room V Mounted Coiling Fan O FD rEx. Gas Volvo Contractor to wmow Eleiating Siding and Install Waterproof Drywall Relocated A/C U%U & Bectrio Box NOPI` CULrAV FANS TO OPSBUFN ON PULL -Cwhs (27) 2'x2'x2' Cages Stacked 3 High (Furnished by Owner) 4'4 " �— Low R.:tstanos (38") Baseboard Flow, Plan Utilities Plan Scale: 1 "= 4 ' REVISIONS JOB NO./DWG. NAME: no. date description by P,dcd. DATE: DESIGNED BY: DRAWN BY: 36"x6'8" with Vent I I I I I 3,8„ Connect Now Concrete to Ex Sidewalk Al ' 4 v d a. 36" x 6'8 Veda '. aced r, . 4'*4' Concrete Slab w/VTM n • ,a 42" Hu Flush Mounted ailing Fan FD O 2,6„ 8'8 "— Low Resistance (36") Baseboard Eleotrie F — — 7 - Window A/C Unit I °� (Unit to be furnished by Owner) I w L--J 3Ox46 Double Hung Window w/Double Insulated Class (Typical of 4) Existing Feriae 3' Place Cats in Existing Fence 12r0 UTILITY NOTES: I. Install Two (2) 400 CFM Roc- f 2dounted Exhausi Fans. Three (a) Conne. ons to ea. Fan as shown. 2. Exhaust & Intake Opening to comply with BOCA Code. 3. Two (2) 8x6 Opening to Out.-, ,de with Duct Heater to temper air for Air -Change. 4. Variable Controls to be installed on each Exhaust Opening Exhaust Controls shall have Ra?-,.('Ie from 400 to 600 CFM. 5. All Electrical hardware shall 'be commerical grade. 6. Contractor shall remove existing chainlink fence along Southside of New Addition. Fence shall connect to new corner of Addition. The existing gate shall be placed in location as indicated on this plan. Low Resistance Baseboard Meotrio Window A/C Unit Ass Wrse Contractor to convert Ex. Cleanout to Floor Dmin Provide Cleanout if necessary Existing San. Sauter Line (Contaotor to verify Location prior to construction) June, 1995 E.Strawsnyder PREFABRICATED (2'0" O.C. WATERP VINYL MOLDING/,' Plumbing Symbol Description Unit Type P1 36" Stainless Elkay Sink Double Bowl w 48" Metal Cabinet FD 3 Floor Drain Josam Note: 48" Cabinet do 4'2:3' Worktable to be Approved by Owner Prior to Installation General Notes: 1. The contractor shall furnish all materials, labor and equipment and perform a// work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The 6fginia Department of Transportation, rlrginia Dept. of Health, Frederick County Sanitation Autho ity and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to ovoid damage to any utilities. Any damage shall be the contractor's responsibility. The Contractor :,hall notify all utility companies 72 hours prior to construction. Cal/ Xs-s Utility" 1-800-257-7777, J. 7he contractor s,,all be responsible for al/ construction stakeout. All dimensions, elevations and locations shall be field verified by each contractor prior to beginning the work. 4. Any unusual suh_:urface conditions encountered during the course of the work shall be immediate/y brought to the attention of the Owner. 5. All grading for it :provements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 6. Contractor to ob.`ain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 7. Al/ fill, base and subsurface material shall be compacted to 95X of theoretical maximum density as determined by AASHO—T-99 me-thod A, within plus or minus 23' of optimum moisture for the full width of any dedicated right—of—woy. Compaction in other areas to be 90% B. Access for emergency vehicles must be maintained at a// times. Temporary street sighs must be posted as construction begins. Access to fire Fvdrents is not to be impeded at anytime by construction materials, parked corn, etc. cars etc.. 9. Cutsheets shall to submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 10. Temporary and p,3rmanent erosion control structures and methods to be in accordance with the Krgin/a Erosion Control Guidelines and /oca/ ordinances and to be utilized during the construction period. 11. All erosion contra/ structures shown or as required during construction shall be continuously maintained throughout the period In which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after estab;fishing grade. No area is to remain denuded for more than 30 calendar days when construction is not in progress. 12. All unpaved area:: of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seedbed to be watered and cored for as necessary to provide agood lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 1,L Water and sewer lines are to be constructed in accordance with these plans and specification and shall additional/v meet a// requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the County as necessary. 14. Contractor to clean—up and restore disturbed areas immediately upon completion of pipe —laying in tie affected area. 15. Exact locations fc:r sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 16. Vegetation Plan: AW gross areas to be seeded with a mixture of Marion Kentucky Bluegrass at a rate of 2-3 /bs per 1,000 sf and Anuuol Rye at a rate of 1 lb per 1,000 .sf. Newly seeded areas shall be mulched at a rote of 70-120 lbs. per 1,000 sf. Adequate watering and fertilization are required to aid the emergence of new gross. 17. Buming of land clearing debris requires a permit from the Fire Marshall's Office. Burning of construction debris on site is prohibited. FELT 2'X6" PLATE DRIP STRIP -UMINUM GUTTER /4" WOOD FACIA 2" EXTERIOR PLYWOOD SOFFIT CONTINUOUS ALUM. --NT SCREEN 2" T-111 STAINED TO MATCH 1. STUDS C16" ❑C) )E Tvi)i1--hal Wall Section Not to Scale FREDERICK COUNTY ANIMAL SHELTER 20'x 25' Addition scale As Shown SHEET 1 OF APPROVED BY: E. Strawsnyder FREDERICK COUNTY VIRGINIA 1