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DRB120252 PLANS
UPPER` E\/ FLOOR f=L..AN- 0 " 8" 2" 4 50AL E: 1/4" = I'-011 NOTES: • PLAN DIMENSIONS ARE FROM. COLUMN/ ORIF LINE, FACE OF STUD, FACE OF CONCRETE, OR i CENTER OF DOOR AND/ OR HINDOH. • CONTRACTOR SHALL REFER TO OEOTECHNICAL REPORT FOR FOUNDATION DRAINAGE REGOUIREMENT5. • AT ALL HOOP 511-1- PLATES IN CONTACT HITH CONTRETE, PROVIDE "OREEN"" TREATED HOOP SILL PLATES ON INSECT 4 MOISTURE 5U8-5ILL SHIELD IN BETWEEN PLATE AND CONE. PROVIDE CONCRETE FOUNDATION 5UE3-5TRUCTURE MOISTURE BARRIER PER CODE REG2UIREMENTS. • ALL EXTERIOR HALLS SHALL BE CONSTRUCTED OF 2X6 5TUD5 SPACED AT 16" O.C., TYPICAL, (UNLESS OTHERHI5E SPCIFIED ON THE STRUCTURAL DRAHINO5) H/ - 1/211 EXTERIOR PLYHOOP, 1 SUPPORT HORIZONTAL JO I NT5 H/ HOOD BLOCK I NO, 5/8" APPLIED 5TUCCO OVER 5TUCCO LATH, R-141 INSULATION, AND 5/8" INTERIOR OYPBOARD., TYPICAL. -- • REFER TO STRUCTURAL ORAINI N05 FOR ALL 5HEAR HALL. LOCATIONS, CONNECTIONS, AND REOU I REMENT5. CONTRACTOR TO NOTIFY PE51 ONER FOR P 15CREPENC I E5. • HINDOH HEADERS: THIS LEVEL SHALL BE SET AT 6-8" A.F.F., TYPICAL, U.N.O. - RE; HINDOH Ills MANUFACTURER FOR 51ZE AND LOCATION OF ROUGH OPENINGS IN STUD HALLS (ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 1/2" HIDTH BY ADDING PLYWOOD SHIMS AS REGOI RED). • HINDOW ROUGH OPENINO'5: REFER TO HINDOH MANUFACTURER'S LITERATURE FOR HINDOH 1 ROUGH OPENI NG5. MINIMUM E67RE55 REG2UIREMENT5 SHALL CONFORM TO THE CODE REOU I REMENT5. CONSULT W I NDOH SUPPLIER AND/ OR CODE OFFICIAL. • DOOR HEADERS: TH15 LEVEL SHALL BE SET AT 61•-8" A.F.F., TYPICAL, U.N.O. (ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 1/2" HIPTH BY APDING PLYH00P SHIMS A5 REOUIREP). • RE: STRUCTURAL FRAMING PLAN FOR BEAM, COLUMN, AND HEADER 50E5 REWIRED (FUR OUT HALL5 TO COVER STRUCTURAL ELEMENTS, AS REOUIRED). • EXTERIOR DOORS AND HINPOH5 SHALL BE SEALED HITH AN APPROVED .OPEN CELL FOAM INSULATION AND EFFECTIVELY I^IEATHER STRIPPED TO AVOID FLANKING TRANSMISSION. • ALL INTERIOR HALLS SHALL BE CONSTRUCTED OF 2X4 OR 2X6 5TUD5, SPACED AT I6"" O.G., TYPICAL, H/ - 5/8" INTERIOR OYPBOARP (UNLESS STRUCTURAL 5PEC"5 PLYHD.), SUPPORT HORIZONTAL .JOINTS H/ HOOD BLOOKINO, TYPICAL. - • PROVIDE VOID SPACE AT THE BOTTOM OR TOP OF INTERIOR NON-BEARING PARTITION HALLS, TO ALLOW FOR 1/4" - 1/2" OF STRUCTURAL FRAMING DEFLECTION ABOVE. • INTERIOR 120OR5: IF NOT DIMENSIONED, SHALL BE LOCATED 3" - 4 1/2" (PER CONTRACTOR) FROM THE ADJACENT HALL EDGE/ CORNER OR CENTERED IN THE HALL HHERE APPLICABLE, TYPICAL, U.N.O. • PLATE HEIGHT THIS LEVEL SHALL BE DETERMINP BY CONTRACTOR, TYPICAL TH15 LEVEL . • ALL STAIR FRAMING SHALL COMPLY HITH IRC 511 - PROVIDE STAIR HEADROOM CLEARANCE, FROM TOE OF TREAD; NO LESS THAN 6"-8'", PER THE CODE REOUIRMENT5 (RE: CONTRACTOR FOR HANDRAIL AND STAIR FRAMINO). • PROVIDE 5/8" TYPE "X" 67YP15OARD AT ALL HALLS REOU1RINC-7 FIRE RATING. • PROVIDE SOUND BATT INSULATION AT ALL BEDROOM AND BATHROOM HALLS. • CONTRACTOR 5HALL. BE RESPONSIBLE TO PROVIDE ALL NECCE55ARY MISE. BLOGKINO AND BACKING SUPPORT FOR BU I LD I NO COMPONENTS SUCH AS LIGHT FIXTURES, TOHEL BARS, ETC. • ELECTRICAL, PLUMBING AND MECHANICAL WORK TO CONFORM TO THE APPLICABLE NATIONAL CODES, THE LATEST IRC, AND ANY LOCAL CODES. • CONTRACTOR SHALL COORDINATE MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS PENETRATING THE ONE HOUR FIRE SEPARATIONS. ALL SUCH PENETRATIONS SHALL BE PROPERLY PAMPERED, SHEATHED, AND FIRE CAULKED PER THE CODE REOU I REMENT5. • VENT ALL APPLICABLE APPLIANCES TO THE EXTERIOR PER THE CODE REOUIREMENT5. RE: MECHINCAL CONTRACTOR. • PROVIDE MINIMUM OF (I)-5MOKE DETECTOR IN EACH HABITABLE "ROOM" / "AREA". • PROVIDE MASTIC HATERPROOFINO H/ 6 MIL POLY ADHERED AND HRAPPED UNDER PERFORATED DRAIN (DIAMETER PER CIVIL ENGINEER) PERIMETER DRAIN IN GRAVEL DACKF I LL, TYP. EXSTNO LAUNDRY 17"_62"" I EX5TNO MSTR QED RM bPSE STIRVanup.. DMIC+6 PO BOX 8007 AVON, 00 e (&20 PH. a70-331-6-140 FAX. I -888-362-4685 INFOabPSE.NET � Y���IH.bPSE.NET THESE PLANS AND WRITTEN MATERIAL, HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF bPSE, LLC. (bPSE). RE115E OF THIS DRAWINGS OR ANY INFORMATION CONTAINED WITHIN; ON A PROJECT OTHER THAN INDICATED IN THE TITLE BLOCK, 15 PROHIBITED WITHOUT WRITTEN PERMISSION FROM bPSE. bPSE 15 NOT RESPONSIBLE FOR ERRORS DUE TO SCALED DRAWIN6S. REFER ANY OUESTION5 OR DISCREPANCIES TO bPSE PRIOR TO OR DURING CON5TRvTION. i ©m®® STAMP i i ! 1 ! ! 1 Ills 1 ©m®® STAMP • PLAN DIMENSIONS ARE FROM: COLUMN/ GRID LINE, FACE OF FRAMING, FACE OF CONCRETE, OR CENTER OF DOOR AND/ OR HINDOH. • ALL EXTERIOR HALLS SHALL BE CONSTRUCTED OF 2x6 STUDS SPACED AT 16" O.G., TYPICAL, (UNLE55 OTHERHI5E 5PCIFIED ON THE STRUCTURAL DRAHINGS) H/ - 1/2" EXTERIOR PLYHOOP, 5UPPORT HORIZONTAL JOINTS N1 HOOD BLOCKING; 518" APPLIED STUCCO OVER STUCCO LATH, R-141 INSULATION, AND 518" INTERIOR GYPBOARD, TYPICAL. - • REFER TO STRUCTURAL DRAHIN65 FOR ALL 5HEAR-HALL LOCATIONS, CONNECTIONS, AND REOU I REMENT5. CONTRACTOR TO NOTIFY DEV GNER FOR D 15CREPENC 1 E5. • HINDOH HEADER5y THIS LEVEL SHALL BESET AT 6-1 112" A.F.F. AT T --O" TALL HALLS AND AT 6'-•8" A.F.E. AT `T'--6" TALL HALLS, TYPICAL, U.N.O. - RE: HINDOH MANUFACTURER FOR 51ZE AND LOCATION OF ROUGH OPENIN65 IN STUD HALL5 (ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 5 Ile" HIDTH BY ADDING PL,YHOOD SHIMS A5 REOUIRED). • HINDON ROUGH OPENING'S. REFER TO HINDON MANUFACTURER'S LITERATURE FOR HINDOH ROUGH OPENINGS. MINIMUM E67RE55 REOUIREMENT5 SHALL CONFORM TO THE CODE ROU I REMENT5. CONSULT HI NOON SUPPLIER AND/ OR CODE OFFICIAL. • DOOR HEADERS: TH15 LEVEL SHALL BE SET AT 6'-V" A.F.F., TYPICAL, U.N.O. (ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 5 1/2" H1DTH BY ADDING PLYHOOD 5HIM5 AS REOUIRED). • RE: STRUCTURAL FRAMING PLAN FOR BEAM, COLUMN, AND HEADER SIZES R:OUIRED (FUR OUT HALLS TO COVER STRUCTURAL ELEMENTS, AS REWIRED). • EXTERIOR DOORS AND HINDOH5 SHALL BE SEALED HITH AN APPROVED OPEN CELL FOAM IN50LATION AND EFFECTIVELY HEATHER STRIPPED TO AVON FLANKING TRANSMISSION. • ALL INTERIOR HALLS SHALL BE CONSTRUCTED OF 2X4 OR 2X6 5TUD5; SPACED AT 24" O.C., TYPICAL, H/ - 5/V" INTERIOR CYPBOARD (UNLESS STRUCTURAL 5PEC'S PLYHD.), SUPPORT HORIZONTAL JOINTS N/ HOOD BLOCKING, TYPICAL. - • PROV 1 DE VOID SPACE AT THE BOTTOM OR TOP OF INTERIOR NON -BEARING PARTITION HALLS, TO ALLON FOR 1/4" -- 1/2" OF STRUCTURAL FRAMING DEFLECTION ABOVE. • INTERIOR DOORS: IF NOT DIMENSIONED, 5HALL BE LOCATED 511- 4 112" (PER CONTRACTOR) FROM THE ADJACENT HALL ED&E1 CORNER OR CENTERED IN THE HALL HHERE APPLICABLE, TYPICAL, U.N.O. • PLATE HEIGHT TH15 LEVEL SHALL BET -O" OR "7'-6" ABV PLY, TYPICAL; RE: PLANS FOR HALL HE I GHT5. • ALL STAIR FRAMING SHALL COMPLY HITH IRC 511 - PROVIDE STAIR HEADROOM CLEARANCE, FROM TOE OF TREAD; NO LESS THAN 61,.g", PER THE CODE REOUIRMENT5 (RE: CONTRACTOR FOR HANDRAIL AND STAIR FRAMING). • PROVIDE 5/8" TYPE "X" GYPBOARD AT ALL HALLS REOU I R I NG FIRE RATI NC . • CONTRACTOR SHALL BE RE5PON5IBLE TO PROVIDE ALL NECCE55ARY MI SC. BLOCKING AND BACK I NC SUPPORT FOR BUILDING COMPONENT5 SUCH AS L 1 GHT FIXTURES, TOHEL BARS, ETC. • ALL PENETRATIONS THROUGH THE ROOF MUST BE ADEQUATELY SEALED AND SUPPORTED. • ATTIC: VENTILATION SHALL BE PER CONTRACTOR BY MEANS OF 509 50FFIT VENTS ANCA 50% RIDGE VENTS PER IRC REOUIREMENT5. • CONTRACTOR SHALL COORDINATE THE LOCATION AND DRAINAGE OF 6UT"TER5 AND DOHN5POUT5 AROUND THE BUILDING, HHICH MUST BE 5EPERATE FROM THE FOUNDATION DRAINAGE SYSTEM. • ELECTRICAL, PLUMBING AND MECHANICAL HORK TO CONFORM TO THE APPLICABLE NATIONAL CODES, THE LATEST IRC, AND ANY LOCAL CODES. • CONTRACTORSHALL COORDINATE MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENT5 PENETRATING THE ONE HOUR FIRE SEPARATIONS. ALL SUCH PENETRATIONS SHALL BE PROPERLY DAMPERED, SHEATHED, AND FIRE CAULKED PER THE CODE REOU I REMENT5. • PROVIDE MINIMUM OF (I) -SMOKE DETECTOR IN EACH HAB I TABU "ROOM" / "AREA". IN 9 rm •536' .,0' 10 RIDGE r ; EIS` E -U . \/A ION kla- 17. - • , •• ' . 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MMx.w,• !*w++•w !4+•ww+w ervri*rwM M+wrw+ w„ K t , REVI ATI ONS: FROJEC.7 (RE TOR`r: FROJEC.7 NOTES: A.B. - ANCHOR BOLT ABV. = ABOVE GENERAL CONTRACTOR: CONTRACT ONE, INC. ADJ. = ADJACENT API=. = ABOVE FINISHED FLOOR ATTN: BRYAN JOHNSON A. THE AIA DOCUMENT 201; "GENERAL CONDITIONS CSP THE GONTRACOR FOR CONSTRUCTION," AOO = AO&REOATE ALT. = ALTERNATE PO BTX 8530 LATEST EDITION, ARE HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS. COPIES ANCH. = ANCHOR APPLCB'L. = APPLICABLE 0048 E BEAVER GRLEK BLVD. #208A ARE ON FILE AND ARE AVAILABLE FOR INSPECTION AT THE DESIGNER'S OFFICE. APPROX. = APPROXIMATE ARCH. = ARCHITECT AVON, GO 81620B. THE CONTRACT DOCUMENTS CON515T OF THE AOREEMENT, THE OENERAL NOTES, THE ASPHLT. = ASPHAULT BLDNO. OR BLDO. = BUILDING PH (1-10)- IO68 SPECIFICATIONS, AND THE DRAHINOS, HHICH ARE COOPERATIVE AND CONTINUOUS. HORK AVC. = AVERAGE BLKNO. = BLOCK I NG INDICATED OR REASONABLY IMPLIED IN ANY ONE OF THE DOCUMENTS SHALL BE SUPPLIED BLH. = BELOH BM. = BEAM AS THOUGH FULLY COVERED IN ALL. ANY D15CREPENCIES BETHEEN THE DIFFERENT PARTS BOT. OR BTM. = BOTTOM BRNO. = BEARI NC • STRUCTURAL ENC INFER: bPSE, LLC. SHOULD BE REPORTED TO THE PE51 ONER IMMEDIATELY. B.S.= BOTH SIDES BTM. = BOTTOM C. ALL HORK SHALL COMPLY HITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND BTHN. = BETHEEN CANT. = CANTILEVER STRUCTURAL DESIGNS SHALL BE PREFORMED TO THE HICHE5T STANDARDS OF GRAFT5MAN5HIP BY JOURNEYMEN G.I.P. = CAST -IN-PLACE C.J. = CONTROL OR CONSTRUCTION JOINT ATTN: BRIAN L. PUPP, P.E. OF THE APPROPRIATE TRADES. C.L. = CENTER LINE GLR, = CLEARANCE PO BOX 800"1 D. THESE DOCUMENTS ARE INTENDED TO INCLUDE: ALL LABOR, MATERIALS, EQUIPMENT, AND CUL. = COLUMN CONE. = CONCRETE AVON, CO 81620 SERVICES REQUIRED TO COMPLETE ALL HORK DE50RIBED HEREIN. IT 15 THE REPON51BILTY CMU = CONCRETE MASONRY UNIT CNCT. = CONNECT PH (4170)-331-6140 OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE DE5IONER, ANY CONDITIONS ONGTN. = CONNECTION CONT. = CONTINUOUS HHICH HILL NOT PERMIT CONSTRUCTION ACCORDINO TO THE INTENTIONS OF THESE CN5TRGTN. = CONSTRUCTION CNTRCTR. = CONTRACTOR DOCUMENTS. IT 15 THE REPONS I BI L I TY OF THE DES I ONER TO PROVIDED ADEQUATE DETAILS DBL. = DOUBLE REO = DECREE(5) SURVEYOR: GORE RAN& E SURVE'l NO, LLC AND/ OR D I RECTI ON5 RE&ARD I NC THE DESI ON INTENT, HHERE IT 15 ALTERED BY THE DEMO. = DEMOLITION DEPT. = DEPARTMENT ATTN: SAM ECKER, F`-!5 EX15TINO CONDITIONS OR HHERE NOT REFLECTED IN THE DOCUMENTS. DIA. = DIAMETER DL = DEAD LOAD PO BOX 15 E. ANY MATERIALS PROPOSED FOR SUBSTITUTION OF TH05E SPECIFIED OR CALLED OUT BY DRCTN. = DIRECTION DIMENS OR DIMS = DIMENSIONS 512q LON05UN LANE TRADE NAME IN THESE DOCUMENTS SHALL BE PRESENTED TO THE DE5I6NER FOR REVIEH. PTL. OR DET. = DETAIL DHL. = VOHEL AVON, 00 81620 THE CONTRACTOR '5HALL SUBMIT SAMPLES HHEN REQUIRED BY THE DE5IONER, REVIEH PHO. = DRAHI NO DHN. OR DN. = DOHN PH (q7O)-47a-86{8 BOARDS/ THNERS ASSOCIATIONS. ALL SUCH SAMPLES SHALL BE REVIEHED PRIOR TO EA. = EACH EJ. = EXPANSION JOINT INSTALLATION. WORK MUST CONFORM TO THE REVIEHED SAMPLES. ANY WORK HHICH DOES ELEV. OR EL. = ELEVATION ENOR. = ENGINEER NOT CONFORM SHALL BE REMOVED AND REPLACED HITH HHAT DOES APPROVE, AT THE EOR = ENOINEER OF RECORD E.5. = EACH SIDE CONTRACTORS EXPENSE. SUB -CONTRACTORS SHALL SUBMIT REOUE5T5 AND SAMPLES FOR EQ. = r-OUAL EOUIP. = EOUIPMENT REVIEH TO THE GENERAL CONTRACTOR HHEN HORK 15 LET THROUGH THEIR REQUIRED EOUIV. = EOUIVALAENT E.H. = EORE55 HINDOH VERIFICATIONS AND SUBMITTALS TO BE MADE AT THE ADEGUATE TIME AS NOT TO DELAY EXSTNG. = EX15TINO EXP. = EXPANSION WORK IN PROORE55, EXT. = EXTERIOR F.D. = FLOOR DRAIN F. SHOP DRAWINGS SHALL BE SUBMITTED TO THE DE51ONER FOR REVIEH, HHERE GALLED FOR FNDN. = FOUNDATION FT. = FEET ANYWHERE IN THESE DOCUMENTS. REVIEH SHALL BE MADE BY THE DE5I6NER BEFORE HORK FLR. = FLOOR FTC. = FOOTING 15 BEGUN, AND HORK SHALL CONFROM TO THE REVIEHED SHOP DRRAHIN65, SUBJECT TO OA. = OAUOE &ALV. = OALVENIZEP REPLACEMENT, AS REOUIREP ABOVE. C.C. = GENERAL CONTRACTOR GEN. = GENERAL C. THE BUILDING INSPECTOR SHALL BE NOTIFIED, BY THE CONTRACTOR HHEN THERE 15 NEED C.L. = GRIDLINE OYP. = GYPSUM OF INSPECTION, A5 REOUIRED BY CODE OR ORDINAL :E. H.A.5. = HEADED ANCHOR STUD H.D.A.S. = H.*DEFORMED*.A.5 H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF THE ADJACENT HDR. = HEADER HORIZ. = HORIZONTAL PROPERTIES DURING GON5TRUGTION FOR THE COMPLIENCE HITH THE FEDERAL AND STATE HT. = HEIGHT HVAC = HEATING, VENTING 4 A/C 0.5.H.A. REOULATION5, AND FOR THE PROTECTION OF ALL WORK UNTIL IT 15 DELIVEREP IN. = INCH INT. = INTERIOR COMPLETED TO THE OHNER. I NTRMDT. = INTERMEDIATE JNT. = JOINT 1. CONTRACTOR H1 LL ASSUME REPON 1 B 1 L I TY OF ITEMS REOU I RI NO COORDINATION AND J5T. = JOIST K = KIP (FORCE) RE50LUTION DURING THE BIDDING PROCESS. K.O./ B.O. = KNOCK OUT/ BLOCK OUT LAT. = LATERAL J. PROVIDE CIRCUITS FOR: SCENE CONTROL AREAS, E-ORE55 PATH LIGHTING TO LL. = LIVE LOAD LNOTH. = LENGTH APPROPRIATE EXITS AND ALLOHANCES, AND DECORATIVE L.IOHTINO AT CABINETS. LONG. = LONGI TUDI NAL MAX. = MAXIMUM K. CONTRACTOR SHALL CONFORM HITH MATERIAL AND EOUI PMENT MANUFACTURERS MECH. = MECHANICAL MAT'L. = MATERIAL RECOMENOATION5. MANUP. = MANUFACTURER MIN. = MINIMUM L. CROHN ALL HALL STUDS, JOISTS AND RAFTERS: ,ALTERNATE- CROHN HALL STUDS; MISC. = MISCELLANEOUS N/A = NOT APPLICABLE UP-CROHN JOISTS AND RAFTERS. N.I.C. = NOT IN CONTRACT NOM. = NOMINAL M. PROPERTY LINES, UTILITIES AND TOPOORAPHY 5HOHN 15 REPRE5ENTATI VE OF THE N.T.S, NOT TO SCALE O.G. = ON CENTER INFORMATION TAKEN FROM A SURVEY PREPARED BY CORE RANGE 5URVEYINO. REFER TO O.H. =OPPOSITE HAND OFF=OPENING THE SURVEY FOR THIS INFORMATION. NOTIFY DESIGNER IMMEDIATELY OF ANY OPTN. = OPTION = CPP.. OPPT D150REPENCIES OR VARIATION BEHTEEN THE PRAWINOS AND THE ACTUAL SITE CONDITIONS. -- OSB. ORIENTED STRAND BOARD •= PEN. PENETRATION N. CONTACT UTILITY COMPANIES TO FIELD VERIFY LOCATION OF RESPECTIVE SERVICE LINES PERF. = PERFORATED PL 4 PLTS. = PLATE 4 PLATES PRIOR TO BECININO THR CONSTRUCTION. PLY. OR PLYHD. = PLYHOOD PRJCTN. = REINF. PROJECTION 0. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AHAY FROM AND AROUND THE OTY. = OUANTITY RDC. = RIDGE STRUCTURE. NOTIFY THE DESIONNER IMMEDIATELY HHENEVER TH15 15 NOT POSSIBLE. R.C.P. = REFLECTED CEILING PLAN RE: = REFER TO PONDING OF SURFACE HATERS SHALL NOT BE PERMITTED HITHIN TEN FEET OF THE REINF. = REINFORCINO REOV. = REWIRED BUILDING PERIMETER. REO'5. = REOUIREMENT5 REV. = REVISION OR REVISED P. THE PURPOSE OF THESE PRANIN65 15 ONLY TO GRAPHICALLY DEPICT THE GENERAL R.U. = ROUGH OPENINO 5CHDL. = SCHEDULE NATURE OF THE HORK. THE CONTRACTOR 15 RESPONSIBLE FOR CONFIRMINO DIMENSIONS SECTN. SECTION SHEET 5.0. AND 5ELECTINO A FABRICATION PROCE55 AND THE TECHNIOUE5 OF CON5TRUCTION. THE 1 SIM, = SIMILAR S.O.C. =SLAB -ON -CRAPE . DESIONER AND/ OR ENGINEER SHALL BE NOTIFIED OF ANY VARIATION FROM PIMEN51ON5 5PCNO = SPACINO SPEC. = SPECIFICATION OR CONDITIONS SHOHN IN THE DRAWINOS. SPPRT. = SUPPORT 5TFNR. = STIFFENER 5THNO. = 5HEATH I NC 50. = 5OUARE 5TL. = STEEL STN. = STONE 5TNDRD. OR 5TD. = STANDARD STRCTL. OR 5TRUCT. = STRUCTURAL T4 B = TOP AND BTM. T46 = TONGUE AND GROOVE THRU. = THROUGH TRANS\/. = TRANSVERSE TRTD. = TREATED T.O. = TOP OF TYP. = TYPICAL UNO. = UNLESS NOTED OTHERHISE VAR. = VARIES VERT. = VERTICAL V.I.F. - VERIFY IN FIELD VNR. = VENEER VRFY. = VERFIY IAV = HITH DRAM (NO LIST: ROJT INFORMATION HD. = HOOD H/O = HITHOUT HPRFNG. OR HP. = WATERPROOF I NO H.W. = HI NDOW HELL • 51.0 - COVER SHEET H.H.F. = HELDED H1RE FABRIC ARCHITECTURAL LOT AREA = aI15 ACRES • A2.1 - UPPER LEVEL FLOOR PLAN • A2.2 - LOFT LEVEL FLOOR PLAN STRUCTURAL • 51.1 - NOTES $ SPECIFICATIONS • 52.1 -- FOUNDATION PLAN • 52.2 - UPPER LEVEL PLAN • 52.3 - LOFT FRAMING PLAN • 52.4 - ROOF FRAMING PLAN ARCHITECTURAL • A4.1 - EAST BUILPINO ELEVATION • A4.2 - SOUTH BUILPINO ELEVATION • A4.3 - NORTH BUILPINO ELEVATION • A4.4 .. HEST BUILDINO ELEVATION ENTRY 2&05 5a FT. 00 PROPOSED = 2&05 UPPER PROPOSED .r .r ♦ .r ♦ 001701 w 2-165 e • • 50 ♦ 0 TOTAL EXISTINO • TOTAL PROPOSED AREA - -72e5 50 FT. .R♦♦50 FT "' ®'' r.rr it I • TOTAL ALLONAE3LE AREA. - e>-710 50 FT. [NOTE: THE BOUNDS OF THE OR055 AREA 15 DEFINED AS: THE TOTAL FLOOR AREA DE51 ONED FOR OCCUPANCY OR USE, MEASURED FROM THE CENTERLINE OF JOINT PARTITIONS AND/OR THE PLANE OF OUTSIDE HALL' 5PLYHOOD FACES (OUTSIDE FACE OF PLYHOOD) 4 I NCLUD I NO CONCRETE] - CROSS AREA INCLUDES: THE 5TAI R5, MECHANICAL AREAS 4 OARAOE.] N 87'16' 25"E \ SEWER MANHOLE FOUND No. 5 REBAR WITH A t \ /�► (BASIS OF ELEVATIONS G RIDGE) Q RIM ELEV. = 8471.0' � 1 ALUMINUM CAP, P.L.S. No. 24325 30' ACCESS &UTILITY EASEMENT (RECEPTION No. 187193) . .,-----. N 16' 25"E --- 76.12' �o BUILDING i .p�, RADIUS = 30.00 ENVELOPE DELTA = 34"05'40" i ARC = 17.85' CHORD = 17.60' DRG = N14*20'13"E i OUTLINE OF DECKLOT 4 a 0.8115 ACRES WALL X850 0 x 8504•9 e 0 C'S i \-5105.7 8509.5 8509.1 8509.8 i ,.► -'' 8512.3 PATIO oY 10' cn x .r ' 2 x 8513.2 OUTLINE OF M `� , x 8511.2 PROPOSED 8513.8 ADDITION ''14.x' -4\1854.2 8513. �:t door sill EXISTING �,. � DECK i n o \x 85 .1 8512.9 ' \x8514.1 8513.4 OUTLINE OF HOUSE" 1 z 51'i OUTLINE OF GARAGE , 05 o (n INDICATES A 0.4 TO 0.5 TRUNK DIA... � DECIDUOUS TREE 513.4 x7.5' ", v o � i 4 4. CO i INDICATES A 0,5' TRUNK DIA. EVERGREEN TREE i/ 10,00# OUTLINE OF �. \ INDICATES A 0.1' TO 0.2' TRUNK DIA, PATIO DECIDUOUS TREE X61 i INDICATES A 0,2' TRUNK DIA. EVERGREEN TREE 1 i INDICATES A 0.3 TO 0.4 TRUNK DIA. i EVERGREEN TREE 0. 110* .---'�� y Ti GSA FOUND No. 4 REBAR WITH A a'wA 14" RED PLASTIC �'AP, P.L.S. No. 11413 5510 (13 P � TRACT A 5, 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE MONUMENTS FOUND MARKING THE CORNERS INDICATED HEREON. 2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. 3) NOTICE; ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4) THE SOLE PURPOSE IF THIS EXHIBIT IS TO INDICATE THE EXISTING GRADES ADJOINING THE NORTHWESTERLY CORNER OF THE RESIDENCE ON THE SUBJECT PARCEL AND THE OUTLINE OF THE PROPOSED ADDITION. OTHER FEATURES EXIST WHICH WERE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS EXHIBIT WAS PREPARED FOR ContractOne, Inc, THAT IT IS NOT A LAND SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 5/7%2012, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. FT SAMUEL H. ECKER u'``k- COLORADO P.L.S. No. 30091 Ln tn a� Or ..,.1 ca bZ °° Ln 0- raxu a:.. O X LO 4 ti q LO w LO 00 0