HomeMy WebLinkAbout33801 Hwy 6 - 210505119005 - OWTS-10-12-8191Work Classification: NewPermit Address Owner Information Permit Status: Active Project Address 210505119005 Permit Type: OWTS Permit Permit NO. OWTS-10-12-8191 Expires: 2/20/2013 Issue Date: 10/23/2012 Parcel No. 033801 HWY 6 Suite: E.R. PRESERVE EDWARDS AREA, CO Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)748-0274MARCIN ENGINEERING Contractor(s)Phone Primary ContractorLicense Number B&B EXCAVATING (970)376-6409 Yes Permitted Construction / Details: Permission to install the Double Rocky Mountain with Chase Double Vault toilet building as shown on the engineers design drawings dated October 3, 2012 in the location depicted on the Marcin Engineering design dated October 3, 2012. Design engineer must certify proper installation of the facility to final the construction permit and prior to public use of the facility. Issued by: Environmental Health Department, Eagle County, CO October 23, 2012 Date Customer Copy Terri Vroman CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification: NewPermit Address Owner Information Permit Status: Active Project Address 210505119005 Permit Type: OWTS Permit Permit NO. OWTS-10-12-8191 Expires: 2/20/2013 Issue Date: 10/23/2012 Parcel No. 033801 HWY 6 Suite: E.R. PRESERVE EDWARDS AREA, CO Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)748-0274MARCIN ENGINEERING Contractor(s)Phone Primary ContractorLicense Number B&B EXCAVATING (970)376-6409 Yes Permitted Construction / Details: Permission to install the Double Rocky Mountain with Chase Double Vault toilet building as shown on the engineers design drawings dated October 3, 2012 in the location depicted on the Marcin Engineering design dated October 3, 2012. Design engineer must certify proper installation of the facility to final the construction permit and prior to public use of the facility. Office Copy October 23, 2012 Issued by: Environmental Health Department, Eagle County, CO Date Terri Vroman CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800.225-6136 www.eaglecountv.us P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # r7U17S'/0 --1 Z ` 219 / BUILDING PERMIT # cinIM - to --! ! INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 400.00 This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: a(airVP-hone: 3 Z $3 - 'S 7 Mailing Address: S !7 a email P Gl I O •r• ( QR [ C wke 03 J voIr F ofi �+S % Registered Professional Engineer: % r r Phone:.S�%y'�3 � ' Applicant or Contact Person:. z,K Vl �l t^�� Phone: Z-. Licensed Systems Contractor: 6 + License # Z (10 J i Zi Company / DBA: Phone: Mailing Address: Permit Application is for: 'New Installation Alteration Repair Location of Proposed Onsite Wastewater reatment S stem: Legal Description: Tax Parcel Number:.2 ! -� 19 os Assessor's Link: www.eaalecountv.us/vatie/ I'" Cr?S-e Iry '4L-- Lot Size: Physical Address: Building Type: Residential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms: �Commercial / Industrial* Type of Use: �>(' a-C _r- �� 4, (� *The'se systems require design m a Registered Professional ngineer Y 9 g y � Type of Water Supply: Private Well If Public Name of Applicant Signature: ****************** Office Use Only Amount Paid: Spring _ Surface Public /V/ Receipt #: Check #: Date: INTERDEPARTMENTAL CHARGES Date od Service W2ript ort of Servicez Account Number for Department Providina the Service Amount Q_ Q $ Account N for De artment(s) Receivina the Service - Amount . R $ ry r D t a ure: d Receivi!9-Department A roval to Post Si nature: 4 - After approval - Please send Interoffice mail to Robbie in Finance Eagle County Environmental Health & Sustainability EAGLE COUNTY TO: Eagle County Attn: Rick Ullom PO Box 850 Eagle, CO 81631 SHIP TOz Eagle County Environmental Health Pa Box 179 Eagle, CO 81631 INVOICE DATE; OCTOBER 5, 2012 COMMENTS OR SPECIAL INSTRUCTIONS: SEPTIC SYSTEM PERMIT FEE FOR THE EAGLE RIVER PRESERVE RESTROOM FACILITY. QUANTITY DESCRIPTION UNIT PRICE TOTAL 1 Septic .system permit fee for the Eagle River Preserve restroom facility $800.00 $800.00 SUBTOTAL SALES TAX SHIPPING & HANDLING TOTAL DUE $800.00 $800.00 Make all checks payable to Eagle County Treasurer If you have any questions conceming this invoice, contact Terri Vraman 970-328-8755 T"lj.yt9rn jn*eaglecountv.us DOUBLE ROCKY MOUNTAIN WITH CHASE DOUBLE VAULT TOILET BUILDING 1. BUILDING IS DESIGNED TO COMPLY WITH THE 2006 INTERNATIONAL BUILDING CODE (IBC). 2. DESIGN COMPLIES WITH THE PROVISIONS OF THE 2006 IBC CODE FOR THE FOLLOWING LOADS: GROUND SNOW LOAD - 250 PSF ROOF SNOW LOAD - 168 PSF FLOOR LOAD - 400 PSF IBC DESIGN SPECTRAL RESPONSE Ss - 0.40. Si - 0.10 SITE CLASS D SEISMIC USE GROUP: I SEISMIC DESIGN CATEGORY: C BEARING WALL SYSTEM R - 4.0 BASIC WIND SPEED = 150 MPH (3--SECOND GUST) WIND EXPOSURE C. I = 1.0 3. BUILDING TYPE: IBC TYPE V-B OCCUPANCY: U EXTERIOR WALLS: 1-HR RATED PER IBC TABLE 720.1(2), ITEM 4-1.1 MINIMUM DISTANCE TO PROPERTY LINE: 10 FEET 4. CONCRETE STRENGTH fci - 2500 PSI INITIAL f c - 5000 PSI FINAL AIR ENTRAINMENT 5 1/2X i 1X IN PLASTIC CONCRETE. REINFORCING STEEL- GRADE 60 Fy = 60 KSI MINIMUM LAP 18' AT SPLICES. T!E BARS VYITH DOUBLE ANNEALED 16 GA IRON WIRE. REINFORCING TO BE PLACED IN CENTER OF PANEL UNO. WELDED WARE FABRIC(W.W.F.): 4x4xW8xW8, F1r-65 KSI (OR EQUIVAL). COMPLY WITH ASTM A82, SMOOTH WIRE. MIN. LAP 2 SQUARES. 5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (i.e. PS-2, R301) REFER TO CXT STANDARD EMBEDMENT CATALOG. 6. BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH U.N.O. ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S 7. REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS COVERING DESIGN, MATERIALS, PRODUCTION, AND INSTALLA11ON CRITERIA FOR SPECIFIC STYLE OF BUILDING. 8. ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS OF 6x THE BAR DIAMETER. 9. IF THE PRIMARY PURPOSE OF THE INTERIOR SPACE IS ASSOCIATID WWTH HUMAN COMFORT A SPACE WA71NG SYSTEM MUST BE PROVIDED IN ACCMDANCE METH 2O00 IBC SECTION 1204.1 (NOT BY CXT) CONSTRUCTION COMPLIES MITH THE SPECIAL INSPECTION. 10. ADEQUATE PLUMBING FACILITIES MUST BE PROVIDE IN ACCORDANCE MTH 2006 IBC SECTION 2907-4.1 (NOT BY CXT) 11. NSTALLAT10N TO MEET APPLICABLE LOCAL, STATE & FEDERAL CODES, BY OTHERS CA9nM 10I.E VNIS. Ovow.L LEWTM OR vom 1S FT OR a mFA t Im W 70 80 FT OtM. -3/16• W TO A FT t1/4• TOIL THKXCU . -1Me, W4 VM41TM n= WtV E - CM PM 6 FT Or RAGONAL LOCAL ASS - 1/4• N 10 FT SVM - *V4• POSTTON Or TOO= - M/41 POnTEN W KOCKUM - tV4• SIZE W SLOCWM *V4• FURTM I W CUM t1/4• TIPP= AI0 F111S1mS K KATO w #LnC -1/4 SQVD16 - LcmrpTW360 LT9 mKME ESS - mm A MWORC G 11119N1 CaVLRAN &&W COLORAOO STATE TAG/APPROVAI WALL TEXTURFi RElaWRCO NORUMTAL LAP / NAPA VALLEY WALL CUM BUCKSKIN STONE CO.DR, BASALT ROOF TEXTURES CEDAR SHAKE ROOF CO 01b JAVA BROWN TRN PAINT, DTM ALKYD ENAMEL BROWN PANEL MARK NO, KEY PLAN F1 APPLICABLE CODES 2006 INTERNATIONAL BUILDING CODE W/ COLORADO AMMENDMENTS 2008 NATIONAL ELECTRIC CODE INDEX OF DRAWINGS Il TITLE DRMWC-01 COVER SHEET DRMWC-02 BUILDING ELEVATIONS DRMWC-03 INTERIOR ELEVATIONS DRMWC-04 FLOOR PLAN DRMWC-05 FINISH DETAILS DRMWC-06 CASTING DETAILS DRMWC-07 WALL PANEL W1R DRMWC-08 WALL PANEL W1L DRMWC-09 WALL PANEL W2 (CITY 2 REQUIRED) DRMWC-10 WALL PANEL W3 DRMWC-11 WALL PANEL W4 DRMWC-12 ROOF SLAB R1R DR14WC-13 ROOF SLAB R1L DRMWC-14 FLOOR SLAB F1 DRMWC-15 ELECTRICAL PLAN E, SCHEDULE DRMWC-16 SOLAR LIGHTING DETAIL DRMWC-17 RIGGING DETAIL DRMWC-18 BILL OF MATERIALS VENT PIPE 15'-0' (TYP 2 PLCS) ANCHOR NAIL 1/4 x 3/4 PREDRILL 1/4' (TYP 12 PLCS) Sim (SI-2) rim (SYMBOL AS REGMED) �- 14'-4• "l'-3' SPRING HINGE 4.5x4.5 (TYP 3 PLCS) 2868 DB DOOR ASSEMBLY W/ SCHLAGE PASSAGE LATCH L SCHLAGE B661P 626 DS FRONT ELEVATION LLB--=-------�J LL---_.-^.---JJ ' 6' GAP 13'-6' REAR ELEVATION SPRING HINGE 4.5x4.5 (TYP 6 PLCS) 3068 DB DOOR ASSEMBLY SEE MI FOR SPECIFICATION SOLAR LIGHT KIT MS-2 WALL VEN1 BUROING-TO-VAULT CONNECTION: BUM TAPE ADHESIVE SEALANT - SEE ATTACHED CUT SHEET. VAULT 1 - TYP 2 PLCS (SEE DWG fYI-1) ELECTRICAL CONDUIT RIGHT SIDE ELEVATION LEFT SIDE ELEVATION CEDAR SHAKE ROOF TEXTURE H13RIZ13NTAL LAP TEXTURE NAPA VALLEY ROCK TEXTURE CXT I.D. TAG BLIND RIVET I/8x1/4 (QTY 2) COAT HOOK ONE WAY OVAL 8xl 1/4^ J ANCHOR LEAD 6-8x1 / PREDRILL 1/4' VERTICAL GRAB B INFRARED OCCUPANCY SENSOF SIGN (SI-1) ANCHOR NAIL 1/4x3/4 (QTY 4) PREDRILL 1/4' RISER ❑� Di . :� 100 AMP SERVICE PANEL i i CXT I.D. TAG LHLIND RIVET 1/Sxt/4 (QTY 2) COAT HOOK ONE WAY OVAL Bxl 1/4 ANCHOR LEAD 6-8xl I PREDRILL 1/4' 114 SECTION A - A SECTION C - C 0 3' DOOR STOP 1 1/2' GRAB ANCHOR NAIL 3/16x7/8 (01 PREDRILL HOLE 3/16' VERTICAL GRAB RED OCCUPANCY SENSOR TP DISPENSER S.S. 3 ROLL ANCHOR NAIL 1/4xl CQTY 6) PREDRILL 1/4' STAINLESS STEEL ADA URINAL DOOR STOP I i I I© I I I I I �A C� 7'-1 1/2' SECTION B - B SECTION D - D EERY BOX S❑DIUM EXTERI❑R LIGHT (TYP 2 PLCS) P2 S.S. ADA URINAL MOUNT RIM 17' A F.F. fl SE! rt 315 RISER so '•..•• r no N. eam I Prece smKNq DOUBLE RE awl wv.» DRMW, I o a O O a RESTROOM o o a O O o RESTROOM o p o 0 0 RESTROOM o SI-2-M SI-2-U SI-2-W SIGN SI-2 DETAIL SILICON CAULKING (AROUND PERIMETER) 3/, SILICON CAULKING (AROUND PERIMETER AFTE PIPE INSTALLATION) SILICON CAULKING (AR❑UND PERIMETER PRI❑R TO PIPE INSTALLATION) VENT PIPE DETAIL RISER CAULKING DETAIL DISPENSER DETAIL FORM COIL. BOLT PS-2 MESH MESH R303 6 AS-2 FORM FACE \ FORM FACE IMS-4 SMOOTH FORM FACE TROVEL TEXTURED PS-10 FORM FACE PS-19 1' 4' MESH SEP 2 DETAIL A-6 DETAIL $-6 DETAIL C-6 DETAIL D-6 DETAIL E-6 SCALE 3/4' = 1'-0' SCALE 1 1/2' = 1'--0' SCALE 3/4' = 1'-0' SCALE 3/4' = 1'-0' SCALE 1 1/2' = 1'-0` %fo,tin DIM PT, * • S SE a 31; (DO1 POINT. AS-4 i 1/2 x 1/2 CHAMFER 03-18 lx9 FORM PS-19 1'-V DIA "' 4m (TYP 3 SIDES) COD_ BOLT FORM FACE 3/4' RECESS FORM FACE MESH 11 1/4' SHAKE/RIBBED ROOF FINISH NOT INCLUDED IN 4 1/2' DIM MESH DU1 ��ogreasl+ FORM FACE www.p-�-I.ea DETAIL F-6 DETAIL G-6 DETAIL H-6 DETAIL I-6 DETAIL J-6 M w9Am SCALE 1 1/2' = 1'-0' SCALE 3/4' = 1'-0' SCALE 1 1/2' = 1'-0' SCALE 1 1/2' = 1'-0' SCALE 3/4' = 1'-0' I Preca PS-2 PS-2 001 0. wo DOUBLE RO MS-13 elAm TYP a�trM d� YL mud E 318 6 TYP 3/8 6 �/ EMBED PLATE G NOTE, ALL OTHER VELDED SCAM CONNECTUM 3/16 x 6 FILLET awvo e wn UNLESS OTHERViSE SPECIFIED CK, NM DETAIL K-6 DETAIL L-6 DM DRMW( SCALE 1 1/2` = 1'-0' SCALE 1 1/2' = 1'--O' 11'-1 1/2' 91-W<PS-19> 9'-T(E-BOX> 8'-10 7/8'<80 6-1/2'x9-1/2'> R4x93 _ CONE EACH FACE) 7'-1 1/4' 6'-2'<PS-2)<PS-19> -- 5'-W<SI-1 MOLD> R083 9'<PS-2><PS-19> -- 0- I r ^^ Q E-BOX m a a NEAR SIDE FORM FACE DETAIL A <NTS> TEXTURE BLOCKOUT EXTERIOR LIGHT DETAIL N N y I I i Y7 4x4 E BOX BACK TO HACK ROUND MUD RING DOVN - OPEN FACE UP (BLOCKOUT TEXTURE ON LIFER FOR EXTERIOR MOUNT LIGHT- SEE DETAIL A) rl I I ! I I r v v a 1 CD R4x93 OX EACH FACC> G'1 R083 `3 5' MAX Qh t8 NOTEI L DOOR FRAME TO DE CAST IN. 2. REBAR TO HE CENTERED WITH 3/4' MIN. COVERAGE FROM THE SIDES. V IN nq (Qy7�, pm w lr a' (TYP 4 1'-O'(NS-3> 1'-6 112'00-2> 2'-4 V2'0PS-19> 2'-WO.O. 2' DIA> 3'-3'(AS-4)(PS-19) W-10 V2'(AS-4XPS-19> 9'-4'(BO 3' DI* 91-91(PS-19> III-V<PS-19> R322 (TYP 4 PLCS) AYERS MESH BxHB FORM FACE 1 1/2' COVER NEAR FACE 3/4" COVER iu = 0 0 mug 1. R4x169 L R319 REINFORCING BARS TO BE PLACED IN PAIRS, ONE AT EACH FACE OF SLAB 2 REBAR CLEAR COVERAGE DEPTH FORM FACE, 1 1/4' NEAR FACET 5/9' 3. REBAR TO BE CENTERED UKO. ELECTRICAL PLAN N.T.S. KEY NOTES OWIRE SWITCH TO OVERRIDE MOTION DETECTORS. MOTION SENSOR IN EITHER RESTROON SHALL ACTIVATE CHASE LIGHTS. WIRE SWITCH AND SENSORS IN PARALLEL. OLIGHT FIXTURE TO BE CONTROLLED BY PHOTOCELL LOCATED APART FROM FIXTURE. ROUTE WIRING IN CONCEALED CONDUIT. CIRCUIT AS NEEDED FOR LOAD OF LIGHT FIXTURE. ONOTE SYMBOLS LEGEND REFERENCE COMBINATION SWITCH & DUPLEX © PHOTOCELL © MOTION SENSOR LOAD CENTER/PANEL—C Q a JUNCTION BOX SURFACE MOUNTED CONDUIT CROSSHATCH DENOTES WIRES, (ALL #12AWG UNO) ALWAYS ONE WIRE TO BE GROUND WIRE SURFACE MOUNTED CONDUIT ------ CONCEALED CONDUIT (3) F (CU),(1) J6 (CU) GRD. 1 1 /2°C. (NOT BY CXT) 120/240/10 INTERIOR SURFACE MOUNTED LOAD 2P�OA CENTER. USE GE #TLM2412CCU, TQMHOOO a MAIN BREAKER KIT, THHQL000 21100 'n MAIN BREAKER AND GROUND BAR TGK24. N ALL EQUIPMENT INCLUDING BRANCH BREAKERS RATED AT 22,000 AIC. PER NEC ❑NE -LINE POWER DIAGRAM NTS PANEL SCHEDULE AMP 100 PANEL TOTAL CONNECTED VA LOAQ 573 SURFACE MOUNT 120/24OV, 1P, 3W TOTAL CALCULATED VA LOAD 606 CIRCUIT LOAD CIRCUIT LOAD NO, DESCRIPTION OCP TYPE (VA) (A) PH NO. DESCRIPTION OCP TYPE (VA) (A) 1 EXTERIOR LIGHTS ANO PEC 1P 20A C 120 1.1 A 2 CHASE RECEPTACLE 1P 20A R 160 1.5 3 CHASE LIGHTS Ip N 264 L2 8 4 S A 8 7 8 8 9 A 10 11 B 12 13 A 14 13 B 18 17 A 18 19 B 20 LOAD CONNECTED CALCULATED NOTE. MAXD= ALLOWABLE AIC IS 22K AIDS, PALL INXI FICATIONS WILL BE (C)ONTINUOUS 129 X 1.25 161 VA REWRED (NOT BY CXT) IF TRANSFORMER CAPACITY EXCEEDS 175 KVA. (R)EC (1ST 10KVA) 160 X LOD 100 VA (N)ON-CONTINUOUS 254 X 1.00 264 VA (L)ARGEST MOTOR 0 X 1.6 0 VA TOTAL LOAD 573 VA 6O5 VA GENERAL NOTES I 1, RECESSED JUNCTION BOXES FOR SINGLE DEVICES SHALL HAVE SINGLE GANG MUD RINGS CAST IN CONCRETE WALLS. 2. ALL RECEPTACLES SHALL BE GFCI PROTECTED BY CIRCUIT BREAKERS, OR BY OTHER GFCI RECEPTACLES. 3. ALL CONDUIT SHALL BE 3/4' MINIMUM. EXPOSED CONDUIT SHALL BE EMT, RECESSED SHALL BE PVC. 4. INSTALL ALL WIRING IN CONDUIT OR RELATED ENCLOSURES. g, ALL ELECTRICAL INSTALLATIONS SHALL MEET THE 2008 VERSION OF THE NATIONAL ELECTRICAL CODE. 6. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER, THHN INSULATION UNLESS NOTED OTHERWISE. 7. ROUTE ALL CONDUITS IN UTILITY ROOM AT CEILING OR FACE OF WALLS. 8. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE & MAY NOT SHOW EXACT LOCATIONS OF DEVICES. REFER TO WALL PANEL & OTHER DRAWINGS FOR EXACT LOCATIONS OF J—BOXES, ETC, LIGHTING FIXTURE SCHEDULE ce uj M I- DESCRIPTION > i z A 120 88 SURFACE MOUNTED TWO 32 VATT, 4' FLOURESCENT LIMPS, VRAP AROUND LENS, LOV TEMPERATURE BALLAST MOTION SENSOR CONTROL B 0 35 EXTERIOR, VANDAL RESISTANT, VALL MMTED 35 VATT, HIGH PRESSURE SODIUM, ALUMUM REFLECTOR, BRONZE FINISH, REMOTE PHOTOELECTRIC CONTROL SEP 2 SOLAR EIGHT ASSEMBLY DETAI (ox) SCALE CONDUIT a SOLAR PANEL SUNWISE OSC12-12V CONCRETE LEAD - ANCHOR, }'xt r L' EMT CONDUIT ti BATTERY BOX VIEGMANN JUNCTION t< PULL BOX-142P #RSCOBMVV n ix SOLAR PANEL SUN tSt12-12V CONCRETE LEAD ANCHOR, }'x' BOLT 1 MOUNTING BRACKET NUT 1 SOLAR LIGHT I CONCRETE ANCHOR ' EXPLODED ASSEMBLY CONDUIT STRAP C G x) SCALE CONCRETE ANCHOR TWO-SIDED TAPE I TVII-SIDED TAPE I I - CONTROLLER SUNLIGHT-10 12V I I T e O s I � o I LOW VOLTAGE 16GA VIRE I (VENDOR SUPPLIED WITH SOLAR LIGHT AND PANEL) L� BATTERY (NEIN-SPILLABLE) 12V 7.5M AGN SEALED - - SOLAR PANEL SUNWISE •SC12-12V SATTERI SECTION VIEW A -A - --WATER TIGHT CONNECTOR — NIPPLE PLASTIC BUSHING PLASTIC WASHER CONDUIT NUT CONCRETE ANCHOR, F I ! I 9 LED LIGHT QASW) BATTERY BOX VEGMANN JUNCTION & PULL BOX-142P IRSCOBOB04VV SEP BATTERY BOX I` .- COVER COVER BOLTS 3MN. Preca: =?LWo DOUBLE ROI BUM SOLAR DRMWC NOTED APPROXIMATE BUILDING WEIGHT EXCLUDING RIGGING = 47,850 C.G. IS APPROXIMATE. 12' DIA VENT STACK TO BE INSTALLED & CAULKED AFTER BUILDING IS SET IN PLACE FRONT ELEVATION I SHIPPING WEIGHTS AND DIMENSIONS RMD-6121 WEIGHT LENGTH WIDTH HEIGHT 47,850 14'-4' 11'-11' 12'-1' EVER REQUIRED REVENT SPALLING 4 PLCS) CABLE CAPACITY = 10 TON ,ONG P; W/1' x 4' COIL BOL.. (TYP 4 PLCS) RIGHT SIDE ELEVATION I PLAN VIEW 11/2' DRAFT 1N 4`-W CTYP 4 PLCS) I i n i i I [ } ! I I SLCFE = 1' PER 11-V ql- s�-Io v2• ELEVATION 2' DRAFT IN 4'-V (TYP 4 PLCS) 4'TYP Q TOP OF ALL WALLS I [ i r I I ! N I I I I I i I ! I ! I ! I I [ I I I 1 6`-6' END VIEW