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Home My WebLink AboutSDP200700079 Legacy Document 2008-02-27 (12)EMT STANDOFF STRAP _ 3'-5 7/8. -- ----------- -- fII ------------------------------------------- '1SCROLL FAN EXHAUST 0 i ELBOW W/SNAP IN SCREEN ICC STANDARD N/ SHIP LOCATION/ HIP LOOSE 2' SERVICE ENTRY WALL THICKNESS 4' io A ; I 9-5 3/8- i ELEVATION ---------------------------------------- --------------- i II WR [0 Yil L 11 1 SHELTER NOTES SEISMIC LOAD 1. DESIGN CRITERIA: SEISMIC USE GROUP MR LIVE LOAD 150 PSF ROOF LIVE LOAD 30 PSF SNOW LOAD SITE CLASS SEISMIC BASE SHEAR, V GROUND SNOW LOAD 20 PSF ROOF SNOW LOAD, , f 14 PSF SNOW EXPOSURE FACTOR, C, ANALYSIS PROCEDURE SNOW LOAD IMPORTANCE FACTOR, I THERMAL FACTOR, Q 1.0 WIND LOAD BASIC WIND SPEED, V 90 MPH WIND IMPORTANCE FACTOR. I BUILDING CATEGORY i.0 WIND EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT t0,18 C ELEVATION ELEVATION 30*-0" A NOTE` ELEVATION KEY PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. SHELTER ELEVATIONS � l NOT TO SCALE: MIRRORED SHELTER 02 8 El 1 0 0-074 W BEARING WALL- ORDINARY REINFORCED CONCRETE SHEAR WALLS EQUIVALENT LITERAL FORCE C 'E PROCEDURE 2. THE SHELTER IS TO BE CLASSIFIED AS USE GROUP S-2, TYPE IIB CONSTRUCTION PER THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. 3. THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. 4, BUILDING WILL BE PLACED ON CONCRETE PIERS, 5- BUILDING SHALL BE LOCATED THREE FEET (3. -0 ") OR MORE FROM ANY PROPERTY LINE, INTERIOR LOT LINE OR ANY OTHER BUILDING 6. BUILDING SHALL HAVE BRICK VENEER FINISH. ddwwe & Engko"t Sst0CHEI%OmAwB-"qj" I ALSONDFAkVIIIISINK223 7*251,31IIN — vertMD wirden 1831 RADY COURT RICHMOND, VA 23222 M Lic. No. 41047 AO 7 6 0 7 lZ&'-1—s/0NAL =##a. ND(WAY RAW-LAND MONOPOLE 2241 GOBBLERS PJDCA CHIIIIIRLOTrESYKIFE, VA 22902 AU*TAAPU COUNTY Us SEISMIC LOAD SEISMIC USE GROUP ELEVATION SPECTRAL RESPONSE COEFFICIENTS -8 Sm SITE CLASS SEISMIC BASE SHEAR, V BASIC SEISMIC-FORCE-RESISTING SYSTEM ANALYSIS PROCEDURE C ELEVATION ELEVATION 30*-0" A NOTE` ELEVATION KEY PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. SHELTER ELEVATIONS � l NOT TO SCALE: MIRRORED SHELTER 02 8 El 1 0 0-074 W BEARING WALL- ORDINARY REINFORCED CONCRETE SHEAR WALLS EQUIVALENT LITERAL FORCE C 'E PROCEDURE 2. THE SHELTER IS TO BE CLASSIFIED AS USE GROUP S-2, TYPE IIB CONSTRUCTION PER THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. 3. THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. 4, BUILDING WILL BE PLACED ON CONCRETE PIERS, 5- BUILDING SHALL BE LOCATED THREE FEET (3. -0 ") OR MORE FROM ANY PROPERTY LINE, INTERIOR LOT LINE OR ANY OTHER BUILDING 6. BUILDING SHALL HAVE BRICK VENEER FINISH. ddwwe & Engko"t Sst0CHEI%OmAwB-"qj" I ALSONDFAkVIIIISINK223 7*251,31IIN — vertMD wirden 1831 RADY COURT RICHMOND, VA 23222 M Lic. No. 41047 AO 7 6 0 7 lZ&'-1—s/0NAL =##a. ND(WAY RAW-LAND MONOPOLE 2241 GOBBLERS PJDCA CHIIIIIRLOTrESYKIFE, VA 22902 AU*TAAPU COUNTY Us SECTION — LEASE AREA C -5 NOT TO SCALE 25E AGGREGATE fER OF WRAST HP570 OC. EXTEND 2' BEYOND FOE ATE SLOPE, ALL AROUND NDLIS� OM E. VWT f1*SING a TYPE LBD 2W f i 12' WOE f,ME i ifs' OF SLOPE _ 1_ 1/2- PER 8' OF SLOPE S5EOCH9O E^e4JESLARE110 XBQt DFkK vR wn3I2 Tp}2SY1N1 Flx70Y76HR2 w)vwwa40n40404100n - V&4= WIrEE$SS ��4_�' —t 1831 RACY COURT OE.QUIRED FABRIC H:RE RICHMOND, V.A 2`3222 ORR REQUIRED IT VOOT SIZE 21 21A TION MANAGER PRIOR TO so ��!�' H op F1kM YORK Wr��M ftYIPAClAMi t � FCi 6RFlOA AR FKL ® CONORCM RESPONSWE FOR CLEARING z AREAS THE GEa Iorz G "RONS T WM THE + sTU RT P. ATTER *0 WCES. MY PREPARED FIX! THIS STYE MR SNE YORK PRORARIVION t FOURNTION YORK. AS A WO M THE FOP 3. OF GRADE SHALL BE REMOVED, i SMB6PxaE C6WACTEO. GE07EXDLE FAIXRC AS RE FOR UNSTABLE SOIL COI WOL Lic. NO. 41047 I / q /zN �a ALL SEW ORW" FILL SMdt BE COMPACTED TO A BSS COMPACT)ON AT / F/7 A VAX" OR NO" 3% OF f GWENTASTM D -1557 OR YitWli PLUS TF SSI NAI- r2 1 TYPICAL ACCESS ROAD CROSS SECTION MEEAIIC: c -5 NOT TO SCALE ND( WAY RAW-LAND MONOPOLE M s1 . pilk �rN>EO As zQ- PoN 6sa.r ,um., 7e' Ac.L .'�, ,r (F} FACE OF NEXT ANTENNA u l�(w SECTORS) tj FACE OF NEW MONOPOLE NOTES 1. NO COMMERCK ADVERTISING MATERW. WILL BE USED YI CONANJCOON WITH THE NEW TONER. 2. REGARDLESS OF THE LUMENS EMITTED, EACH OUTDOOR U M ZAIRE SNWL BE FULLY SHIELD AS REQUIRED BY SECTION 417 BY THE ZONBIG SUPPLEI M 130, 10- 13-04. 3. TOWER AND ALL OTHER ASSOCIATED EQUIPMENT TO BE PAINTED SHERWIN WILIAM MATTE -JAVA BROWN' 16090. 4. RISE OF TOYER NOT TO EXCEED 30- DIAMETER MO TOP NOT TO EXCEED 18- DIAMETER. S. NEW SHELTER TO HAVE AN AGGREGATE TRASH. 6. ALL VERTICAL COAXIAL CABLES Will BE RIF! INSIDE OF THE MONOPOLE. 7. UGHTFRNG ROD WILL NOT EXCEED 2' ABOVE THE TONER AND WILL BE 1' DIAMETER FINISHED GRADE A,kSt, SSFO cHI9 DmAMEB" sLm I AIPXAI IMA. VVIOW 713 vaft= W►reWs 1831 RACY COURT RICHMOND, VA 23222 r�STUAR N. , 40 47 M `o7 Zcr4 ��ISIONAL � G� NIX WAY RAW-LAND MONOPOLE mma ELEVATION VIEW ' ' �° J NOT M SCALE GRADING NOTES EXTREME CARE SHALL BE TAM NOT To wAcE Eases 1. AM ELEYADONS ARE FINISHED GRADE. TREES. 2. ENSURE P09M ORNNAa FROM SITE AT ALL TRAM. COMPACTOR SMALL BE RESPONSIBLE FOR REPLACEMENT OR PLACE GEOYDW FILTER UNDER COMPOUND AM GRAVEL ACCESS ROAD USE COMPENSATION OF DANA= TREES, TYPAR 3401 OR EOUMLENT. SITE NOTES A?ddtft%" & 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SK41 ASSUME I F43PONSSUIY OF LOCATW UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY DUST AND CAOSS THROUIDN THE AREA OF a NEW VWON WIRELESS 4' X 10' CONCRETE STOOP, CONSTRUCTION THAT ARE NOT SNOW ON THESE PLANS, BEFORE YOU 010, CALL IMISS OW AT SSIOCHERCIMA)AB4LIESUrrE I to 1-800-552-7001. THE CONITRADIM SHALL BE RESPONSERE FOR REPAJONING• AT HIS WOM MY DMING UwxS DAMAGED DURING; cotS X04CRKV0QWn3I2 =*5M4 r#XRMB"RU WAWtAANlt*X0M)O?4 2. ALL ElKr" AND SEDIMENT CONTROL DEVICES SHALL BE INSWID IN ACCORDANCE WITH THE LATEST M6 INSTALL NEW ORAVEI. W" LIMITS OF COMPOUND. EDITION OF VIRGINIA EROSION AND BMW CONTROL HANDBOOK AT T PHASE OF SEE DETAIL 1, SHEET C-5, NEW VMOk WWAESS CE BINDGE CONSTRUCTION AND OWDED PERIDWALY TO ENSURE 40 ARE FUNCRONIND AS INDICKTED. NOW VUW20N WIRELESS W MM40POLE TOINER. 3 THE SIOCI(PILINO OF D(CESS MATERIAL ON SITE WILL NOT BE ALLOWED, vatim w41 ekss 4- My VEGETATED AREA DISIURBED By CONSTRUCTION SSALI. BE TOPSMD AND SEEDED TO RESTORE A M9 NEW VERIZON IMREUESS 12' GRAVEL ACCESS ROAD. PERMANENT VEGETATIVE COVER SEE PERMANENT SEEDING SCHEDA.F• 94EET C-6. 1831 RADY COURT NOW IMA RICHMOND, VA 23222 5. THE CONTRACTORS RESPONSIBLE FOR MEWS AND METHODS OF CONSTRUCTION. SAFETY is THE co— wo vs cearaw am P49ONSOUTY OF THE CONTRACTOR ALL WORK SHALL BE PERFORMED #4 ACCORDOICE WITH OSHA REQUIRfAIDITS R. THE CONTRACTOR 6 RESPONSIBLE FOR SITE LAYOUT AND CONSTRICT04 SIXONG. LOCATION OF �l olp � E)QPNC STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. � SEE ELEVATION VFW. SHEET C-3. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WTH ALL LOCAL, STATE, 00 FEDERAL CODES OR ORDINANCES. T P. TT[ rot L No. 41047 DEMOLITION NOTES '7 (�_'�-%,,e�S'/ONAL DUSTING 14' PINE TREE TO BE REMOVED. -CONSTRUCTION NOTES ml NEW 12' X 30' VERZON WIRELESS EMAPMENT SHELTER. WIXlPo: — — — ND(WAY SEE DETAIL 1, SHEET A-1. M2 NEW VERIZON WIRELESS 2W X 50' WOOD FENCED QUkVR OOMPDUND. SEE DETAIL 1, SHEET C-4. RAW-LAND MONOPOLE a NEW VWON WIRELESS 4' X 10' CONCRETE STOOP, E NEW VERIZON WIRELESS CONCRETE PIERS. ME NEW 12* WIDE YMON WIRELESS DOUBLE GATE. SEE DETAIL 1, SHEET C-4. M6 INSTALL NEW ORAVEI. W" LIMITS OF COMPOUND. 2241 GOORMS RIDGE SEE DETAIL 1, SHEET C-5, NEW VMOk WWAESS CE BINDGE CRAXOTTBMLLE, VA 22902 NOW VUW20N WIRELESS W MM40POLE TOINER. AILBOWU Cj-'XJNIY SEE ELEVATION YEW. SHEET C-3. amm I" M9 NEW VERIZON IMREUESS 12' GRAVEL ACCESS ROAD. OwIftL SEE DETAIL Z SHEET C-S. NOW IMA Tfvwa -,4- to NEW VMZON WIRELESS 20' WOE EASEMENT. SEE SHEET C-1 FOR CONDINUNTION. ii NEW VER(ZON WIRELESS MM AND DISCONNECT co— wo vs cearaw am M12 MR VERQDN WELESS RUSH MOUINTED PANEL ANT100S, SEE ELEVATION VFW. SHEET C-3. raw _,a ww rot 43 NEW VERIZON VAELESS 50' X 50• SF LEASE AREA SITE LIGHTING (D I 20V MOT" CENSORED PHOTDCU AM SHIELDED SHELTER UQFff. MR 24° X 3r PLOT I' S' 0 I I: x Ir PLOT I, tv ENLARGED SITE PLAN FOR I l"C-2 I 0 5gp 55 FRflM G�NFOF TVAER 12, -NAVE . 74° WHITE OAK 75' CHES'INU7gAK , i. Exrsrrrr DtrvtrNE rra- -� 72° CHESM'U7 04K ( ` 12" BLACK OAK. ( 3 76` EACH 57ENMED % V A4� POOL GRADING NOTES SURVEY NOTES 1. ALL ELEVATIONS ARE FkgSMEO CRAX. 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY WMILTM4S, P.C.. CHESAPEAKE. VIRGINIA ON 6/29/07. METES AND BOUNDS WERE COMPILED Z ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIES., FROM PLATS NO TAX MAP. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS, 3. PLACE GEOTEfURE FRIER UNDER COMPOUND AHD CPXVEI. ACCESS ROAD. USE P.C. TYPAR 3401 OR EOWAEENT. 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH /REPORT AND MAY NOT t SHOW ANY/AU EASEMENIS AND RESTRICTIONS OF RECORD THAT MAY EFFECT THE SUBJECT PROPERTY ' 3. PROPERTY IS SUB ECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. , G'BtACl,Y WAL& -jr; ,`t ( 4. FLOOD ZONE DETERMINUION IS BASED ON THE FLOOD INSURANCE RATE MPS AND DOES NOT r {/ REPLY THAT THE PROPERTY WILL OR WILL NOT BE FREE FROM FLOODING OR DAMAGE. 5. ORS SITE APPEARS TO BE LOCATED IN THE F.LRUA. ZONE °X' AS SHOWN ON COWIRNTY PANEL 7Y rf KAW 51003C 0450 D EFFECTIVE DATE 2/4/05 (OUTSIDE OF THE 100 YEAR FLOOD PLAIN). 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CDNSULTAIM P.C. BLACK WAtNUT-'r''7 (f!. 'i ,rr 7, MERIDIAN SOURCE FOR MISS WRVEY IS BASED UPON STATE GRID NORTH, (SOUTH ZONE). MAGM K DECLINATION IS COMPUTED AND NOT OBSERVED. '8' ARPR£ 8. NO WETLAND AREAS HAVE BEEN DEUNFATEM fX157tN J( 2❑ ( h `�. ,! ; tr 9. ALL P�IYSICN. EVIDENCE O' UMIi1ES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE L r 10. THE TEMPORARY BENCNM48C' HIB AND TACK. BENCHMARK jt ELEVATION - 435.73'. t 5 BENCHMARK 12 ELEVATION - 443.07'. "•� � t— Exsr,Nc j> CRAtEL ROAD // < JEFFERSON PARKWAY (RT. 53) relic l j FOR 2a °x36° PLOT - t° = 20' O t0' 20' 40' ENLARGED SITE SURVEY AREA CALCULATIONS EXISTING SF (Af) NEW SF (ACT IMPERVIOUS. 0 SF (OA AC). .2,513 SF (0.05 AC) PERVIOUS. 209,957 SF (4.82 AC). 207,444 SF (4.77 AC) TOTAL AREA 209.957 SF (4.82 AC) A8256914 vettw � cv }Bwcout R!CHMOND, VA 23222 l G3 RT P. ATIERS Lic. pNo. 41047 > ,e �FSS /ONAI �tyG Y,E ND( WAY RAW-LAND MONOPOLE °f NI 11. BASED ON THIS SURVEY, THE PROPOSED TOWER HAS BEEN CERTRIED BY CAUSEWAY CONSULTANTS, P.C. THAT THE COORDINATE LOCATION OF THE REFERENCED TOWER AT THE REFERENCED SHE 5 \ ACCURATE WITHIN 50'1 HIOIZONTA.LY ALAS THE ELEVATION IS ACCURATE WITHIN 20'1 VERTICALLY. THE HWONTA. DATUM (COORDINATES) ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1983 / (MAD 83) AND ARE EXPRESSED AS DECREES. MINUTES, AND SECONDS. THE VERTRCA. DATUM (ELEVATIO S) ARE IN TERMS AS DEFINED BELOW AND ARE DETERMINED TO THE SST TECH LC A FORT. EXTREME CARE SHALL BE TAKEN NOT TO GAMUE EXISTING TREES. NEW 88' MONOPOLE TOYER CONTRACTOR 9*1 BE RESPONSIBLE FOR REPLACEMENT OR WAD 1983 COMPENSATION O DAMAGED TREES_ LATITUDE, 37 58' 4750' N LOK3W: 79 25' 19.03° W HAW 88 ELEVATION: 440.0 ONE TREE WILL BE REMUhO WBFMN tO0' FROM 11E LINTS OF THE !EASE AREA IN ANY OREOTION. CONSTRUCTION NOTES ❑i NEW VERIZON WIRELESS 50' X 50' LEASE AREA `- " —�— NOTE - SITE 94KL BE WPITAI ED IN ACCORDANCE WITH A TREE CONSERVATION PAW ED BE PREPARED BY A CERTIFIED Q NEW VER20N WIRELESS 20' X 50' WOOD FENCED GRAVEL COMPOUND. ARBORISI, AS REOMREO BE SEC. 5.1.40(C)(4). SEE E.L. SITE PLAN. SHEET C -2. 3 NEW VERIZON WIRELESS BB' ACA MONOPOLE HOMER. $EE ELEVATION VIEW, SHEET C -3. 4 NEW VERIZON WIRELESS 12' GRAVEL ACCESS ROAD. ❑ TREE SEE DETAIL t, SHEET C -5. ❑5 NEW VERIZON WIRELESS 20' WOE ACCESS /UTWAY SPECIES CAllPER tiElkif AIR. MEW EASEMENT. SEE SHEET C-1 FOR CONTINUATION. PIN OA( 15' 4825' AIA 4t.0' AGL r' u MONOPOLE 5 1 211' FROM THE ORPUNE OF THE 40° MAPLE. j FOR 2a °x36° PLOT - t° = 20' O t0' 20' 40' ENLARGED SITE SURVEY AREA CALCULATIONS EXISTING SF (Af) NEW SF (ACT IMPERVIOUS. 0 SF (OA AC). .2,513 SF (0.05 AC) PERVIOUS. 209,957 SF (4.82 AC). 207,444 SF (4.77 AC) TOTAL AREA 209.957 SF (4.82 AC) A8256914 vettw � cv }Bwcout R!CHMOND, VA 23222 l G3 RT P. ATIERS Lic. pNo. 41047 > ,e �FSS /ONAI �tyG Y,E ND( WAY RAW-LAND MONOPOLE °f NI iP, 2P, & 3P SINGLE POLE, TWO POLE, & THREE ROLES NEUT NEUTRAIL EXISTING MQTWNE �j NOTE REFERENCE T -2 REFERENCE ( C AIR N NORTH DETAIL REFERENCE T 2 AFF ABOVE UOR we NOT IN CONIVAcT CONCRETE & Fagmetrinj AGL APPROX ABOJE GROUND LEVEL APPROXiNTftY NTS oFot N07 TO SCALE OWNER FURfR.SHED, CONTRACTOR WALLED AST, AMERICAN SOCIETY FOR IBM AND MATERIAL, Oc ON CENTER '-_ _ _ _ _ _ PROPERTY LIE 5570 CtI�AVFfAJESUtE ILO AWG AMERICAN WIRE GAUGE OD OUTSIDE OCWETER AJDANVAlk YAW AA 22312 A OR AMR BLDG AMPERE BUILDING OFING O'+P OPENING OPPOSRE SETBACK LNE '1m•2F&33N wXID23Af622 BLOCK EASE ESTAA PADIO OVERHEAD tELEPHONEfOYERFEAD POWER ww.urs,vupmn %BLR S adNC CRTJOHF OAR 06FO e _ — — — LEASE AREA CU COPPER oz OUNCE C T NOTED P PIN FOUND �— — EASEMENT CRT CIRCUIT EAR O" PPJJFF PO.YVIAM JOINT FILLER O ® (FOOTPRINT) jA y�/� ,�J.�� ' 3fiii[ MYIf ICtC.1J PLYING CUT CLEAR R Py POWER POLE COURT CONC CONCRETE CONSTRUCTOR PROP PROJECT PROPERTY RICHMOND, ND, RICl+,OND, Vk 23222 212 qCONST O CONTINUOUS IS PER SQUARE W04 A LIGHT POLE DO D CONTRACTOR FURNISHED CONTRACTOR INSTALLED DEED m DOUBLE PSI, P� PER SQUARE F001' PFRSSURE TREATED SCHEDULE 40 PLASTIC CONDUIT. TELEPHONE /FINEROPTIC PEDESTAL u �n 0� , D RAWTION ri DIM RE pT REQUIRED —`a OVERHEAD ELECTRIC DAN ROOM °� S SOUTH OPENING — ' J cows S1U R1 P. PA RSON � DUAL ELEMENT FUSES SW tic. No. 41447 > EA EACH SILT SWITCH E SHEET EL, ELEV ELECT ELEVATION SILL SWEAR Ay 14.5 SPOT ELEVATION ED EELEOCTMTYL SPEC so SPECIFICATION SOUNRE �f STEEL C1 FSStONAI. EW EA Y STTRI�T ASPwT ENT Ez1EPotM_ ENT EMPTYICAI now FENCE EC LOTptUC CONDUIT TIM TAX FM FINER FINER MAP TAX MAP IX WAY FUX%t FUR FLUORESCENT FLOOR TNND FROM TDE TIMED TOP OF CONCRETE — — — TOP OF SlO'E /N� RAW-LAND G OF F� STEEL CONDUT UG iN&E55 OTHERWISE NOTED TEMPORARY MONMILE GA GAUGE VERT VERTICAL BENCHLMRK GALV GAIVAFa2E OF 1 VIE VERIFY IN FIELD Oc CPS GENERAL CONE D., GLOBAL Pow SYSTEM VT W/ VINYL TILE WITH GRAVEL GWB Gt?51MA WALL BOARD WON WINDOW � TREELINE NEC HXRI STRENGTH W/o w wHOUT WATTS MR HOURR°Ni'M' IMP WEATHERPROOF �' 2241 GOBBLERSRIDE RT WAD HEIGHT VENTILATION AND AM CONORONRc XFR4 TRANSFORMER FREE CI-MLOTTESV Y, VA IN INCH ANGLE •}.✓ 229D2. O INFORMATION ALBEMARt.E COUNTY INS IRS TION d AM Comm WNW KW LS(S) KILOWATTS S) Q CENTER LINE ckvft MAX L MAOMUM R PROPERTY LIE, PLATE WAT AAx FWD MECH MECHANICAL, mMaFq. NTl METAL 0 AT III NOR T WON MANUFACTURER MANAGER ( NUMBER ALS 067ifmI10H M6C MISCELLANEOUS ons i +tea z IIMi MILES PER HOUR ( Svc aux aurora > MID MOUNTED A, � � ` REVt$tO" i = ELEVATION j =NORTH ARROW MQTWNE �j NOTE REFERENCE T -2 REFERENCE ( 41 DETAIL , T 2 REFERENCE T_2 REFERENCE _ x g NORTH ARROW SECTION WITH MAGNETIC DECLOOTRN LEC�a AB p"I W DETAIL REFERENCE T 2 FT-2 ABBREVIATIONS & SYMBOLS LIST LEGEND