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HomeMy WebLinkAboutDRB18-0266 Approved DRB Plans GENERAL NOTES 2015 INTERNATIONAL RESIDENTIAL CODE l GENERAL CONDITIONS: THERMAL AND MOISTURE PROTECTION: O - PERMIT DRAWINGS: 0 - PROVIDE DAMPPROOFING OR WATERPROOFING OF ALL 93 liP5 THE ARCHITECT HAS BEEN CONTRACTED TO PROVIDED FOUNDATIONS PER SOILS REPORT AND/OR SECTION R406. 0 3 55 LIMITED SERVICES. IN REGARDS TO THE CONTRACT in 1 DOCUMENTS,THE ARCHITECT WILL PREPARE THIS SET OF 0 - CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE DRB PERMIT DRAWINGS ONLY. ALL OTHER COMPONENTS OF THE p APPROVED CONTRACT DOCUMENTS ARE BY THE BUILDER OR THE INTERIOR SIDE OF FRAME WALLS IN ZONE 5. GOdde l.ld BUILDERS CONSULTANTS INCLUDING: THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS A. STRUCTURAL,MECHANICAL,CIVIL AND ALL OTHER SPECIFIED: TYPES OF ENGINEERING SERVICES CLASS I:SHEET POLYETHYLENE,UNPERFORATED ARCHITECTS B. FINISHES&FIXTURE SELECTIONS ALUMINUM FOIL SEE WHAT COULD BE C. PROJECT SPECIFICATIONS CLASS II:KRAFT-FACED FIBERGLASS BATTS. D. SOILS TEST&ENVIRONMENTAL REPORTS 0 WALL FLASHING: 303.455.4437 E. SITE SURVEYS AND PLOT PLANS APPROVED CORROSION-RESISTANT FLASHING SHALL BE PROJECT SUMMARY O THE ARCHITECT NO RESPONSIBILITY FOR THE APPLIED IN A MANNER TO PREVENT ENTRY OF WATER INTO www.godden sudik.corn OWNER'S SELECTION OF ANY SPECIFIC PRODUCT, THE WALL CAVITY OR PENETRATION OF WATER TO THE MANUFACTURER,OR METHOD OF INSTALLATION NOT BUILDING STRUCTURAL FRAMING COMPONENTS. THE DUPLEX RESIDENCE FLASHING SHALL EXTEND TO THE SURFACE OF THE DOCUMENTED IN THE CONSTRUCTION DOCUMENTS. THE EXTERIOR WALL FINISH. APPROVED CORROSION-RESISTANT LOCATION: LOT 7,BIGHORN SUBDIVISION SECOND ADDITION ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING 3796 LUPINE DRIVE 5975 S. Quebec Street AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION LOCATIONS PER R703: TOWN OF VAIL,COLORADO MEANS,METHODS,TECHNIQUES,SEQUENCES OR 1. EXTERIOR WINDOW/DOOR OPENING EAGLE COUNTY Suite 250 PROCEDURES,OR FOR SAFETY PRECAUTIONSAND 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER PROGRAMS IN CONNECTION WITH THE WORK. MASONRY CONSTRUCTION W/FRAME OR STUCCO OWNER: WEST LUPINE LLC Cen ten n ial,CO 80111 WALLS,W/PROJECTING LIPS ON BOTH SIDES UNDER RICH LAWS O CONSTRUCTION PHASE SERVICES: 303-229-4779 THE ARCHITECT IS NOT CONTRACTED FOR CONSTRUCTION STUCCO COPINGS. PHASE SERVICES INCLUDING: 3. UNDER AND AT THE ENDS OF MASONRY,WOOD OR ARCHITECT: SCOTT SUDIK A. REVIEW OF SHOP DRAWINGAND PRODUCT METAL COPINGS AND SILLS. SUBMITTALS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD OR 5975 SO SUDIK ARCHITECTS B. CONSTRUCTION OBSERVATIONS HARDBOARD/FIBER-CEMENT TRIM. 5975 SOUTH QUEBEC STREET,SUITE 250 5. WHERE EXTERIORPORCHES,DECKS,OR STAIRS ATTACH CENTENNIAL,CO 80111 C. ADMINISTRATION OF THE CONSTRUCTION CONTRACT303-455-4437 INCLUDING PAYMENT APPLICATIONS TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION. STRUCTURAL: MEGAN SUDIK O - CLARIFICATIONS&RFI'S: 6. AT WALL AND ROOF INTERSECTIONS DOSSEY SUDIK ENGINEERS IN THE EVENT THAT ADDITIONAL DETAIL OR GUIDANCE IS 7. AT BUILT-IN GUTTERS 5975 SOUTH QUEBEC STREET,SUITE 250 NEEDED BY THE OWNER/BUILDER,CONTRACTOR OR CENTENNIAL,CO 80111 SUBCONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF O - ROOF FLASHING: FLASHINGS SHALL BE INSTALLED IN A MANNER THAT 303-996-0208 THE PROJECT, THEY SHALL IMMEDIATELYNOTICE FY THE PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF ARCHITECT. FAILURE,, RELIEVE THE ARCHITECT GIVEFRESPONSIBILITY A SIMPLE NOCE SHALLTHROUGH PROJECT NARRAT I V E - .v "� CONSEQUENCES. ANY ISCREPANCY OR AMBIGUITY FOR E PERMEABLEOMA MATERIALS AND AT INTERSECTIONS WITH �"„`�, t �� �III its' ai ,N�pe�, � '� j -t,4, PARAPET WALLSAND OTHER PENETRATIONS THROUGH THE I�'1'�t1 - DISCOVERED D I M THE USE O THESEAPLANSHITSSHALL BE V ROOF PLANE INCLUDING THE FOLLOWING LOCATIONS PER • REPORTED IMMEDIATELY TO THE ARCHITECT. CHANGES AN EXISTING OLD HOUSE&FOUNDATION TO BE REMOVED. -_ R903 AND R905: . . . MADE FROM THE PLANS WITHOUT THE CONSENT OF THE A NEW CUSTOM PRIMARY/SECONDARY DUPLEX RESIDENCE TO BE moiriti II I � ARCHITECT ARE UNAUTHORIZED AND SHALL RELIEVE THE 1. WALL AND ROOF INTERSECTIONS CONSTRUCTED. nommumIPI®':.: • . �' � _ ARCHITECT OF RESPONSIBILITY FOR ALL CONSEQUENCES 2. WHEREVER HERE IS A CHANGE IN ROOF SLOPE OR �z H-W+"" - .._.,111 "I ARRIVING OUT OF SUCH CHANGES. DIRECTION T _ _. 3. AROUND ROOF OPENINGS a6.1610E■OM� i� VICINITY MAP �'� �� -yam \ --_ O - PROJECT TO BE BUILT FROM"CONSTRUCTION ISSUE" -_ii ®� -- --- SET OF DRAWINGS 0 - THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY ,'V _ II ,, SEALED TO LIMIT INFILTRATION. THE SEALING METHODS • 0 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR ' • o �'� IIII7 -'reRv r liis�-- OTHERWISE. DIMENSIONS TAKE PRECEDENCE OVER DIFFERENTIAL EXPANSION/CONTRACTION. A y ~ "T a 91 Ri • ver ` Iu III _ elI IMF r , .____ _ - e'4 Publ c Parking. . (� _ _ = __ - e " • �� _ DRAWING DO NOT SCALE `�- I"- p' -_ -_r_ _��"` _ _ _ s • �, - 0 WHERE NECESSARY,OR AS DIRECTED BY CONTRACTOR, *'�' `e a '-' '= = e. ' ° s PROVIDE EXTRUDED POLYSTYRENE IN LIEU OF BATT FI \pithe people; 74:-..-.' ® _ ` - 1� CODES AND REFERENCED STANDARDS: -' r B ut fuP3lBedroom � r - I I 1 . . . 111111 f3 INSULATION,BEHIND,BENEATH,OR ADJACENT TO PLUMBING, sssa,bo2zb , , ®' y ;y '•'� •="e " _ , I; { - - - +; { _ O CURRENTLY ADOPTED CODES: MP ELECTRICAL SUPPLIES,RETURNS,AND `o> -� �������� e : �������� = I I ; . �� '1".I. i- ,4_,Y t • INTERNATIONAL RESIDENTIAL CODE,2015 EDITION OTHER DISTRIBUTION LINES AND FIXTURES TO ENSURE THE �� '%�' .:-,01,,,!.-."kmk u. .. - ='; / �I�. -, �- 1," +�- _ - ill 1111 o Now. " V • INTERNATIONAL ENERGY CONSERVATION CODE,2015 MINIMUM INSULATION VALUES ARE STRICTLY ADHERED TO IN + +Dave� ` �,� ; II_ 1111 li ' 1 - .. - _ 3796 LUP a -;C. • i - Ix. a t i EDITION ALL LOCATIONS. IN ALL INACCESSIBLE OR ENCLOSED AREAS a zs;0n ' 1 '2:.0::4"..:;:::.: Reasonabl Pr ced 2. "••� ' t 4'_s- _- • NATIONAL ELECTRICAL CODE,2014 EDITION OR AREASTHAT MAYBE INACCESSIBLE OR MAY BE 1 .(' a Y rd2-7'.4 't - -.... __ 1, ,^.?. t SII4. _ n� • ICC/ANSI A117.1-2009 ENCLOSED,PLACE EXTRUDED POLYSTYRENE INSULATION y�° `- e4L�Pn�� `� Z �Y • • BUILDING CODE OF THE TOWN OF VAIL IMMEDIATELY PRIOR TO PLACING THE PLUMBING, ��! F 'Po+ �' a�� rYq MECHANICAL,AND ELECTRICAL RUNS. ' 7 f,54JI corecreek•Pmpertes O - REFERENCED STANDARDS: ..4k, ;ter r Ea fVail Falls y�� AS DETAILED IN IRC CHAPTER 44 AND AS SPECIFIED IN '4 , SECTION R102.4,NUMEROUS REQUIREMENTS FOR 0 - INSULATE ALL CANTILEVERED FLOORS WITH BATT e '� +i'r a*�, �? PRODUCTS AND INSTALLATION METHODS ARE SPECIFIED BY INSULATION,SUFFICIENT TO FILL THE FRAMING CAVITY AND THE IRC. WHEN NOT SPECIFIED BY THESE PERMIT PROVIDE CLASS I OR II VAPOR RETARDERS ON THE INTERIOR DRAWINGS,IT IS THE RESPONSIBILITY OF THE BUILDER/ SIDE OF FRAME. LEGAL DESCRIPTION CONTRACTOR AND ALL SUBCONTRACTORS TO VERIFY COMPLIANCE WITH THESE REFERENCED STANDARDS. THE O - INSULATION VALUES LOT 7, BIGHORN SUBDIVISION SECOND ADDITION BUILDER/CONTRACTOR AND/OR THE SUBCONTRACTOR THE TABLE BELOW LISTS THE PRESCRIPTIVE PATH SHALL IMMEDIATELY NOTIFY THE ARCHITECT IF ANY PORTION INSULATION VALUES(CODE MINIMUM).REFER TO THE TOWN OF VAIL,EAGLE COUNTY,COLORADO OF THE DRAWINGS CONTRADICT THE REFERENCED PROJECT ENERGY REPORT FOR ADDITIONAL INFORMATION. - .111111..All lb..111111..All lb.AIM.41111111. -- -----\, Z STANDARDS. ACTUAL ENERGY REPORT VALUES SHALL SUPERCEDE ANY „\ INSULATION VALUES LISTED HERE: GRFA CALCULATIONS O O - MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS: THE BUILDER/CONTRACTOR AND/OR THE SUB- EXT.WOOD FRAMED WALLS(CAVITY) R-20 SEE SHEET A0.2 FOR AREA CALCULATIONS - EPIF--- ----Mil CONTRACTORS SHALL FOLLOW ALL MFG.INSTRUCTIONS AND CEILINGS UNDER UNCOND.SPACE R-49 LOT AREA RECOMMENDATIONS. IF ANY PORTION OF THE DRAWINGS TOTAL LOT AREA (0S.F.)7321 ACRES)31,890 SQ.FT. CONTRADICT THE MANUFACTURERS INSTRUCTIONS,THE FLOORS OVER UNCOND.SPACE(CAVITY) R-30 Q BUILDER/CONTRACTOR AND/OR THE SUBCONTRACTORS GRFA ALLOWED I- EXTERIORBASEMENTWALLS(CONT./CAVITY) R15/19 SHALL IMMEDIATELY NOTIFY THE ARCHITECT. o 46/o SITE AREA<10,000 S.F.(10,000. 4,600 SQ.FT. SITE WORK: WINDOW U-FACTOR 0.32 38%SITE AREA<15,000 S.F.(5,000 S.F.) 1,900 SQ.FT. 13% SITE AREA(15,000 S.F.) 1,950 SQ.FT. a , - ' - . O - SOILS REPORT: OPENINGS: 6%SITE AREA(1,890 S.F.) 113 SQ.FT. Ce Z PROVIDE SITE PREPARATION AS SPECIFIED BY THE SOILS O - , j ENGINEER REPORT INCLUDING A FOUNDATION DRAINAGE 0 ALL WINDOWS ARE TO BE WEATHER-STRIPPEDANDDOUBLE TOTAL GRFA ALLOWED 8,563 SQ.FT. - ''',--.=. j SYSTEM. GLAZED. FRAME MATERIAL PER GC' LL ED(SPLIT) GRFAA OW U ` " 0 - PROVIDEA MINIMUM CLEARANCE OF 6"FROM ALL EXTERIOR UNIT A(60%) 5,138 SQ-FT. Z - yw \ / • WALL COVERINGS(EXCEPT 4"FOR MASONRYVENEER)TO O PROVIDE TEMPERED GLASS PER IRC SECTION R308.4 WHEN: UNIT B(40%) 3,425 SQ.FT. j L.0 t F r _ A. GLAZING IN ALL FIXED AND OPERABLE PANELS OF o . . . - - �r r' - "� THE TOP OF GRADE. SWINGING,SLIDING AND BIFOLD DOORS TOTAL GRFA ALLOWED 8,563 SQ.FT. �� 5- O - PROVIDEA MINIMUM CLEARANCE OF 8"FROM THE B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL GRFA PROPOSED(SPLIT) / Z �` f NON-TREATED BASE OF WOOD FRAMING TO THE TOP OF ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL \ ADJACENT GRADE. EDGE IS WITHIN A 24"ARC OF THE DOOR IN A CLOSED UNIT (60%) 4,282 SQ.FT. ) <( 0 0 • U! MI UNIT B(40%) 3,255 SQ.FT. - ' POSITION&WHOSE BOTTOM EDGE IS LESS THAN 60" l r 1 -� ' x• - 0 - SLOPE GRADE PER THE SOILS REPORT ORA MINIMUM 10% ABOVE THE FLOOR/WALKING SURFACE. TOTAL GRFA PROPOSED 7,537 SQ.FT. \ C/) LJ ' C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANE ( ) AWAY FROM THE STRUCTURE FOR THE FIRST 10 FEET j �� _ - _ DISTANCE. IMPERVIOUS SURFACES MAYBE SLOPED A MINIMUM THAT MEETS ALL OF THE FOLLOWING CONDITIONS: ( > J t`•• 2.5%AWAY FROM THE STRUCTURE FOR THE FIRST 10 1 INDIVIDUAL PANE IS LARGER •` NiTHAN QUARE FEET COVERAGE CALCULATIONS p Q s -�' �_�` THAN 9 SQUARE FEET LI '�-.. . . '� • • I :244, 0 - GALVANIZED DOWNSPOUTS TO HAVE ADJUSTABLE 2- BOTTOM EDGE OF GLAZING IS LESS THAN 18"ABOVE ® , ® THE FLOOR COVERAGEALLOWED ,r,... . .. , s ,,, EXTENDERS TO CARRY WATER MIN.5'-0"AWAY FROM ' ` , aa BUILDING OR AS RECOMMENDED BY SOILS REPORT(TYP). 3. THE GLAZING IS MORE THAN 36 ABOVE TOTAL COVERAGE ALLOWED(20%) 6,378 SQ.FT. D ,,, / ! Jam' TOP EDGE OF r II MI IN NB r; _ THE FLOOR W \ ,• 11" _ r +r ( - O GUARDRAILS-SHALL BE LOCATED ALL OPEN-SIDED 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36", COVERAGE PROPOSED O •■■ ,. - -- I ` 5 MEASURED HORIZONTALLY AND IN A STRAIGHT LINE TOTAL COVERAGE PROPOSED 82 SQ FT Z WALKING SURFACES INCLUDING STAIRS RAMPS AND * ` a�" c _' ( - LANDINGS INCLUDING PATIOS THAT ARE LOCATED MORE OF THE GLAZING. • • �t ___ - • - / _ - THAN 30"HIGH TO ANY POINT WITHIN 36"HORZ.TO THE EDGE D. ALL GLAZING IN RAILINGS REGARDLESS OF AREA/HEIGHT _ _ _ _ CeQ - 0�, \ OF THE OPEN SIDE. ABOVEA WALKING SURFACE. INCLUDED ARE iii T� LANDSCAPE CALCULATIONS -•�I 111 li1 t 1 •, ' w_ ' A. GUARDS SHALL BE NOT LESS THAN 36"HIGH EXCEPTION: STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL ��-" ,. ,. I �m • . y -� �. INFILL PANELS W 4/1;, ..,i,-1--A-11 � i WHERE THE TOP OF THE GUARD ALSO SERVES AS A Z i' -�` v ' ' HANDRAIL ON THE OPEN SIDES OF STAIRS,THE TOP OF E. WITHIN ANY COMPARTMENT CONTAINING HOT TUBS, THE GUARD SHALL NOT BE LESS THAN 34"AND NOT WHIRLPOOLS,SAUNAS,STEAM ROOMS, LANDSCAPE REQUIRED Z MORE THAN 38"H. BATHTUBS/SHOWERS WHOSE BOTTOM EDGE OF TOTAL LANDSCAPE REQUIRED(60%) 19,134 SQ.FT. - a_ B. INTERMEDIATE BALUSTERS/RAILS SHALL BE GLAZING IS LESS THAN 60"A.F.F. CO CONSTRUCTED SUCH THAT A SPHERE 4"IN DIAMETER F. GLAZING ADJACENT TO STAIRWAYS,LANDINGS AND LANDSCAPE PROPOSED CANNOT PASS THROUGH. RAMPS WITHIN 36"HORIZONTALLY OFA WALKING PORCH(UNITA&B) 377 SQ.FT. Ns. J SURFACE WHEN THE EXPOSED SURFACE OF THE UNITA&ATIO P CONCRETE& MASONRY: GLAZING IS LESS THAN 60"ABOVE THE PLANE OF THE P ( B) 1,010 SQ.FT. 120 SQ.FT. < NO I-A IO O - FOUNDATION DESIGN AND SOILS REPORT BY COLORADO ADJACENT WALKING SURFACE LANDSCAPE AREA 23,808 SQ.FT. 0 SCI REGISTERED ENGINEER AND PER IRC. FOUNDATIONS G. GLAZING ADJACENT TO STAIRWAYS WITHIN 60" SHOWN ARE GENERIC. FOUNDATION AND BASEMENT FLOOR HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY TOTAL LANDSCAPE PROPOSED 25,317 SQ.FT. J CO DESIGN MAY REQUIRE FLOATING WALLS-SEE ENGINEER'S IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF DETAILS. ENGINEER SHALL BE ON HAND AT TIME OF THE GLAZING IS LESS THAN 60"ABOVE THE NOSE OF THE INSPECTION. TREAD ZONING SUMMARY H. GLAZING IN WALLS/FENCES ADJACENT TO O - PER ENGINEER AND IRC SECTION 506,PROVIDEA MIN.4" INDOOR/OUTDOOR SWIMMING POOLS,HOT TUBS,SPAS BASE COURSE OF SAND,GRAVEL,CRUSHED STONE OR WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS TWO-FAMILY PRIMARY/SECONDARY RESIDENTIAL DRAWN BY: CRUSHED BLAST-FURNACE SLAG UNDER CONCRETE FLOORS THAN 60"MEASURED HORIZONTALLY AND IN A STRAIGHT I- ON GROUND WITH A 6 MIL POLYETHYLENE OR APPROVED LINE OF THE WATER'S EDGE PS ZONING DISTRICT z z SS, TW,SG VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" , ^ w AND PLACED BETWEEN THE BASE COURSE AND THE SLAB. MAXIMUM BUILDING HEIGHT= 33' V O - IN BATHROOMS CONTAININGABATHTUBORSHOWEROR FRAMING: COMBINATION THEREOF,WATER CLOSET COMPARTMENTS, PROPOSED BUILDING HEIGHT = 32.7' W I>Z CHECKED BY: O - PROVIDE FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION LAUNDRY ROOMS AND SIMILAR ROOMS THAT DO NOT HAVE ACCESS TO NATUAL VENTILATION,A MECHANICAL 0 TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERT. VENTILATION SYSTEM CONNECTED DIRECTLY TO THE PARKING REQUIREMENTS 0 SS LAWS MOUNTAIN RETREAT AND HORZ.)AT THE FOLLOWING LOCATIONS: OUTSIDE IS TO BE PROVIDED PER IRC. LLJ 1. IN WALLS VERTICALLY AT THE CEILING AND FLOOR 2. N WALLS HORIZONTALLY AT INTERVALS NOT EXCEEDING i - PARKING REQUIRED ALM:UPPe SS! SY TE • UNITA 4SPACES z Lu ISSUE DATE: 3. AT ALEL INTERCONNECTIONS BETWEEN CONCEALED T. (/O - AUTOMATIC FIRE SPRINKLERS: UNIT B 3 SPACES LL Cl 07/16/2018 VERTICAL AND HORIZONTAL SPACES. AN AUTOMATIC FIRE SPRINKLER SYSTEM PER IRC-SECTION 4. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT N A 13d-P2904 IS REQUIRED TO BE INSTALLED PER VAIL FIRE& PARKING PROPOSED 3796 LUPINE DRIVE THE TOP AND BOTTOM OF THE RUN. EMERGENCY SERVICES(VF&ES)INSTALLATION STANDARDS. \ UNITA (SPACES REVISIONS: 5. AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES 0 - SMOKE ALARMS ARE TO BE INSTALLED IN ACCORDANCE WITH UNIT B 4 SPACES AND WIRES AT CEILING AND FLOOR LEVELS VAIL COLORADOMANUFACTURER'S LDFIR WARN, GEQUIND PROVISIONS OF 0 - IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE NFPA 72(HOUSEHOLD FIRE WARNING EQUIPMENT),VAIL FIRE SHEET INDEX 7 SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF &EMERGENCY SERVICES(VF&ES)INSTALLATION STANDARDS A FLOOR/CEILING ASSEMBLY,DRAFTSTOPS SHALL BE AND THE PROVISIONS PER IRC SECTION R314 LINK THE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE AUDIO SIGNAL TO ALL UNITS.ALL SMOKE ALARMS SHALL BE DOES NOT EXCEED 1,000 S.F..DRAFTSTOPPING SHALL DIVIDE LISTED IN ACCORDANCE WITH UL 217. A0.0 COVER SHEET THE CONCEALED SPACE INTO APPROX.EQUAL AREAS. A0.1 ARCHITECTURAL SITE PLAN 0 CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED IN WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,AND A0.2 GFRA CALCULATIONS MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, THE PROVISIONS OF NFPA 720,VAIL FIRE&EMERGENCY A0.3 GFRA CALCULATION DIAGRAMS DRAFTASSEMBLIES NG SHALL BE PROVIDED IN FLOOR CEILING SERVICES(VF&ES)INSTALLATION STANDARDSAND THE A0.4 GFRA CALCULATION DIAGRAMS ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: PROVISIONS PER IRC SECTION R315 LINK AUDIO SYSTEM 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITH ALL UNITS.ALL CARBON MONOXIDE DETCTORS SHALL 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE ( CO STAMPED SURVEY OPEN WEB OR PERFORATED MEMBERS. BE LISTED IN ACCORDANCE WITH UL 217. /\ /\ /\ /\ /\ /\---- /)--,_ GENERAL NTES NOTE: "BUILDER'S PLANS" Cl GRADIINGPOANS COVER C3 UTILITY PLAN SHEET THE CONTRACTOR WARRANTS TO THE ARCHITECT THAT HE POSSESS THE PARTICULAR COMPETENCE AND SKILL IN CONSTRUCTION NECESSARY TO BUILD THIS PROJECT WITHOUT FULL ENGINEERING AND ARCHITECTURAL SERVICES,AND,FOR THE REASON THAT THE 1 DEMO PLAN CONTRACTOR WISHES TO RELY UPON HIS OWN COMPETENCE,THE CONTRACTOR OR OWNER HAS RESTRICTED THE ARCHITECT'S SCOPE OF PROFESSIONAL SERVICES. IN RELIANCE ON THE CONTRACTOR'S WARRANTY AND AT THE EXPRESS REQUEST OF THE CONTRACTOR OR 2 LANDSCAPE PLAN OWNER,THE ARCHITECT HAS UNDERTAKEN A LIMITED SCOPE OF PROFESSIONAL SERVICES. THE CONSTRUCTION DOCUMENTS PROVIDED 3 FRONT LANDSCAPE RENDERING BY THE LIMITED SERVICES SHALL BE TERMED"BUILDER'S PLANS"IN RECOGNITION OF THE CONTRACTOR'S SOPHISTICATION. CONSTRUCTION WILL REQUIRE THAT THE CONTRACTOR ADAPT THE"BUILDER'S PLANS"TO THE FIELD CONDITIONS ENCOUNTERED AND A1.0 LOWER LEVEL FLOOR PLAN MAKE LOGICAL ADJUSTMENT IN FIT,FORM,DIMENSION,AND QUANTITY THAT ARE TREATED ONLY GENERALLY BY THE"BUILDER'S PLANS". A0 . 0 IN THE EVENT THAT ADDITIONAL DETAIL OR GUIDANCE IS NEEDED BY THE CONTRACTOR OR OWNER FOR CONSTRUCTION OF ANY ASPECT A2.0 MAIN LEVEL FLOOR PLAN OF THE PROJECT, HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE A SIMPLE NOTICE SHALL RELIEVE THE ARCHITECT OF A3.0 UPPER LEVEL FLOOR PLAN RESPONSIBILITY FOR THE CONSEQUENCES. ANY DISCREPANCY OR AMBIGUITY DISCOVERED BY THE USE OF THESE PLANS SHALL BE A4.0 ROOF PLAN REPORTED IMMEDIATELY TO THE ARCHITECT. CHANGES MADE FROM THE PLANS WITHOUT THE CONSENT OF THE ARCHITECT ARE A5.0 EXTERIOR ELEVATIONS © Copyright 2018 UNAUTHORIZED AND SHALL RELIEVETHE ARCHITECT OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. A5.1 EXTERIOR ELEVATIONS Godden I Sudik Architects&Plan n ers,In c. A5.2 EXTERIOR ELEVATIONS& DETAILS 0 (1CIF / z 111110 S C ec inn 4r 13 itiftP5 0 055 DRB AP•'OVED Godder% :ni.°,Idik SEWER MANHOLE-044 INV.ELEV.8349.8 8358.0 ARCHITECTS MEAS.RIM ELEV.8358.0(S SEE WHAT COULD BE 303.455.4437 8357.8 www.goddensudik.com 8358.7 FLOWLINE 8359.3 5975 S. Quebec Street CURB&G UTTER 8359.5 Suite 250 8358.4 8358.6 8359.9 Centen nial,CO 80111 R (so, ooRJI,F 1"....16z_358.6 •t'V 8360.2 \\ / `•` 8359.6 \ •. 4'UNHEATED \ • ` CONCRETE 8360.7 \\ I 836 % '41111 PAN-RE:CIVIL - 8360.6 \ / DRI 8360.1 \��\\ / //'\sFregO HEAT CONC. �. s3sos / / R CIVIL �� � P O R/-� --../4.... �• 8361.2 WALK / ori��' REMOTEGA �•"�� % �� EDG EOF ROAD / - METER-RE: Q��/ %� ����"nl,/ (2)y 1s • > CIVIL /dQ� \Z \\ / . I 'IKINE N DR IV 8360.0 / �N SPACES ,/ 8361.4 HEATED 0 C. CURB& / �, " ELECTRIC i� (;�V�L8361.8 GUTTER / N �� �N / / METER �7 �i��'� • LOT 6 / / ENsED �� (2)s \ �� /-- /PARKING I/'NJ SU'/ / �� �`• "SPACES i i� •�� `%KING i/ • (E)G RADE=8,369.0' ' `• `• ��.�� i� \ /' �• ,���- ACES i (P)G RADE=8,369.0' (li')) ••• •N� // �,/ i i P IR 8362.1 T.O.RIDGE=8396.8' j0'`' N y �/v O(� i �' �� f� _, (HEIGHT=29.8') / / '/4 �•• ' (i �.� �� �/ /,/ / A� ``v Vi, ‹/ , (2)9 X•,1&-NN.. • 8362.1 / I ���/C�r A ENC O,SED / �• / •\ I FL- `s'� / PARKING /^,i'� S. / `. Jyh� (� �� , •1/4 /, SPACES j N -�� ��� 8362.5 / / `'Si •`� REy IDENCE ,`S i ' / FOUND No.SREB'R �� �� i / �� `� / / / WITH ALUMINUM C^P / / , / `/ • L.S.No.23089 I / L Imo. P.F. = 8362. �' / / S43°11'02"E-2.4' / / �. - _ _ •Si\ / /)E)GRADE=8,36.0' FROM LOT CORNER / / P/�TI ��• �__- // (P)GRADE=8,368.E �/ \� /'1 / N., T.O.RAKE=8398.7' / / V/I / • / �/• / % (HEIG HT=32.7') // \ / /' y �A I \ \ \ / / • / O / ��P,p����� CRAWL SPACE�� / `�\ \ / / . L WALL BELOW / / ^� / '(/FO\ ��. /(\ \ 8363.3 p�/h`v / ,po / �• / ,� \\ / / ' Q •` , i Co - ' / SPRINKLE' LOT 7 // 0 / / r v� CONTROL 0.7321 ACRES / / Q L, VALVE(Ty•.) / I / PA' O8,36:.5' W(E)G RADE=8,36:.5'/ / , (P)G RADE=8,370.5' / 8�O y / 0 •0 �� G T.O.RIDG E=8397.1' (HEIG HT=28.6')/ �,' O ' Z (...) w FOUND No.5 REBAR / / /' / (/) WITH ALUMINUM CAP I / L.S.No.2183 / / S36°40'08"W-2.0' / / FROM LOT CORNER / / O O CO( / / v) u 1 4390 .5` //G� ' P / z __ J_ /0 / 1 / / D m 1 ti O (n LL / `�� Z i tx ice. cO 1 F /' moo / / z I -< / ' G I m / = w O y K ' \' V m Z 1 m m 02 1 / m / / m 0 Ws m 0 1 -1 m o,/ / J rn I z DA 8y 411:::( I- >0, 1 ' U.S.F.S. -I 0 1 /' J CO mm / / / 0 co o � ZA off/ ,/ / oz T / N /' DRAWN BY: ; // / \ Z Z SS, TW,SG wI // / N W ND / 0 ARCHITECTURAL SITE PLAN w / CHECKED BY: m I / // SCALE:1"=20' Q O SS > 1 / % J W . 1 / /' Z w ISSUE DATE: 1 / 0 10 20 40 LL o 07/16/2018 1 / / e REVISIONS: 1 / / 1 ' • 1 / H. / 1 1 / V/ ARCHITECTURAL SITE PLAN AO . 1 © Copyright 2018 Godden I Sudik Architects&Plan n ers,In c. zo S C .7. ...„ 0, _ricinve, DRB Godderij �di . k ARCHITECTS SEE WHAT COULD BE s 303.455.4437 COVERAGE CALCULATIONS www.goddensudik.com alTOTAL COVERAGE PROPOSED 5975 S. Quebec Street COVERAGE ALLOWED Suite 250 TOTAL COVERAGE ALLOWED(20%) 6,378 SQ. FT. Cen ten n ial,CO 80111 / COVERAGE PROPOSED \\ TOTAL COVERAGE PROPOSED 5,382 SQ. FT. BELOW GRADE CREDIT \\ 4, `�%7...,. LOWER LEVEL WALL AREA \ ��` LOWER LEVEL PERIM ETER 305'-11 7/8" t %%%b7i• .„.....„,„N \ LOWER LEVEL WALL HEIGHT 9'-1 1/8" TOTAL LOWER LEVEL WALL 2,783 SQ.FT. \\ \ / \ \ LOWER LEVEL WALL AREA BELOW GRADE \ ' /' ♦♦ WALL 1 14 SQ.FT. \ / / WALL2 6 SQ.FT. \ / ♦ WALL 3 5 SQ.FT. / ' \ � � �. WALL4 20 SQ.FT. / 4...._ ♦♦ WALL 5 46 SQ.FT. �� WALL �����/ , �� �, \7' A WALL 7 62 SQ.FT. 1 / i 19 ` ‘� \ WALL 8 73 SQ.FT. �/ N WALLS 81 SQ.FT. / �` ::: WALL 10 192 SQ.FT. / 1111 / `, A :4111111111�� // WALL 11 20 SQ.FT. /^ t1�7J in! \ / ,' \\ WALL 12 431 SQ.FT. Z WALL 13 56 SQ.FT. �� �' WALL 14 5 SQ.FT. �� rel!nlllliml�nn WALL 15 31 SQ.FT. ^�xJ :. A ���` 0 .... \\ , \ WALL 16 9 SQ.FT. / ® WALL 17 4 SQ. FT. \� \. WALL 18 6 SQ. FT. /� i `� i 11171 > , �� �`y% �w� �o� �� �� ', /�' WALL 19 5 SQ.FT. / i/'-_ `` / G,o A �'S' /' ' .. WALL 20 1 SQ.FT. - _ > � , `•�<�� �� ,,v • WALL 21 13 SQ.FT. / `\ i G� \ • \` `I `� TOTAL LOWER LEVEL WALL BELOW GRADE 1,084 SQ.FT. ,:•%, \ I / 'S / \ 411,',''_ 39%BELOW GRADE CREDIT / / / / � �/ �\\ i r IP „, moi \,`` `� _ © GRFA CALCULATIONS / / ��V �. 12 ��' .. J ' �/ .y i / . .. �, / N % / -eeee ...._. i _ :, A UNIT A GRFA / / / =_== 6" '%` . \�` / `, //O % , \\ CRAWL SPACE PROPOSED 775 SQ.FT. •• •• P,� CRAWL • �� \ % / `�\ =_• �� FLS WALLBELOW( /� `•\ / / \ GARAGE 601 SQ.FT. / \ v nniMini m:. 4'd., l ,< 10 �� / / •\ .\ � `,\ h� O \ LOWER LEVEL 1,148 SQ.FT. .< 7 / �,1- i , `s/ • N. •` O7 \ SUBTOTAL(LOWER LEVEL&GARAGE) 1,749 SQ. FT. z / // 0 •.ph `• i ��• \� / \ MAIN LEVEL 2,459 SQ.FT. O / \ ` liiIm m \�`, / , /;, •• •„ \ UPPER LEVEL 1,356 SQ.FT. w I— / `✓ • / `,/ "- :::' /.i _ / i `°'// \1 SUBTOTAL UNIT A PROPOSED(W/O CREDITS) 6,339 SQ.FT. / / / 11111111111111111111 0 / / \ ^annnnnnnm / CRAWL SPACE CREDIT -775 SQ.FT. / / �` -gnn°nnnnn ENCLOSED GARAGE CREDIT -600 SQ.FT. 0 / .9 -aluminium,:, �cc�',, / �' BELOW GRADE CREDIT(39%"1,749 SQ.FT.) -682 SQ.FT. / i / , S. % // TOTAL UNIT A GRFA PROPOSED(W/CREDITS) 4,282 SQ.FT. / 0 / v, // / UNIT B GRFA PROPOSED 7 / ,' CRAWL SPACE 589 SQ.FT. Ce Z / / / GARAGE 593 SQ.FT. O / / • LOWER LEVEL 928 SQ.FT. ' ` / / / SUBTOTAL(LOWER LEVEL&GARAGE) 1,521 SQ.FT./ / 00 w / MAIN LEVEL 1,974 SQ.FT. _ 1 / • / UPPER LEVEL 953 SQ.FT. (,)/ /� SUBTOTAL UNIT B PROPOSED(W/O CREDITS) 5,037 SQ.FT. <IC Z / / /' / CRAWL SPACE CREDIT -589 SQ.FT. 0 ' / / / ENCLOSED GARAGE CREDIT -600 SQ.FT. 0 / , / / BELOW GRADE CREDIT(39%"1,521 SQ.FT.) -593 SQ.FT. � v \• // / / OTAL UNIT B GRFA PROPOSED(W/CREDITS) 3,255 SQ.FT. Z > J / / / — — // I / O D LLJ � > Ce i2 p0 / /� '=vn w I / / 'v , z / 0 / t CO I / J IN / < H— NO O oN /, J co / ' / // ' DRAWN BY: // / Z Z SS, TW,SG // w / \ // N w Q_ CHECKED BY: I /// / 0 Q SS I0 ARCHITECTURAL SITE PLAN Lll / / SCALE:1"=20' Q , / Z_ w ISSUE DATE: // / LL 0 07/16/2018 I / / �/ / 0 10 20 40 REVISIONS: 1 . 1 , •/ 1 / y / . V GRFA CALCULATIONS AO . 2 © Copyright 2018 Godden I Sudik Architects&Planners,Inc. ...cAmillive0OF,v4. . \ .C74*(10Y0 / ff�r ------ � \`\ 1► ♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦��! ADRB PP OVED : .:._�_.d�_._.:♦�.:.._�_._._._.__. _ __ _ ..:-.A 11 ►.................� Godde r ttd i k GI - It ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 4. ARCHITECTS ir ❑ 1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�I; ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ }. • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'d ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ SEE WHAT COULD BE \kir - , . ).—____H.—:., ❑ I I . ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ *► ir i�' �i♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�4. 303.455.4437 ♦♦�t_��__ . : �: : •' LEGEND www.goddensudik.com 1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ C D P ROP OSEDFLOOR P LAN --- ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ - 5975 S. Quebec Street # I ❑ , ® i ♦i ♦i ♦i ♦i ♦i ♦i ♦i i ♦i ♦i ♦i ♦i ♦i ♦i ♦iI a--- Suite 250 / 1 Ag •• CRAWLS ACE Centennial, CO 80111 i 10 1 illi ___ :. : \ �7 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ Irk J kk-- j j - \ 111. ( 1. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4 :♦♦♦:♦♦:♦♦=♦♦:♦♦:♦♦•♦♦:♦♦:♦♦•♦♦:♦♦:♦♦=♦♦:♦♦=♦♦:♦♦:♦♦=♦♦:♦♦:♦♦♦♦♦♦♦♦�♦♦:♦♦:♦♦=♦♦:♦♦:♦ ��j, GARAGE 1. ® \ ® \ 1, � ' ,i�� f UNIT A C _ \ I, f1 • 1 ., 1 \ IM, tl ■ 7 O illI1 ._ , o 11 ❑ 111 UNIT A -- -- I b I 1 0I I I I I\ (�, 111_ v ,- - 1 ❑ 1 31 1 I 1 . 11 I I I I I I III e 1 1 1 1 Nil I I I I I III 9 1 \ \ I I I I I I III I 31 I T I I I I I III c UNIT B 1 e'' —y I,__ _ 1 _ L x==== 4 i j `I t ° r O h \ --g--7- UNIT B 1 II 111 1 - lki I11 `_ _ P II I 4 ' . , , ,... 1 oiir 1 , . . __ __ __ V• N = ••• •• • :.• • •.'• •... 1 i 0 ,i 1 . _.ilia ., , 40. L, _ II 0 I j �I z _- i MAIN LEVEL GFRA �I 1 LOWER LEVEL GFRA Ce a 1F I / _ 0 �� - lam' - ' 0 Q DIAGRAM CALCULATION DIAGRAM w® CALCULATION SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" 0 Ce Z 0 Z U w QZ O0 C/) U Z >L J lk D cio >� O (/) 1-1-i , , Z > r _ 4 O o = w Eil D— o 1 1---... —1 _ __ __ u v u ,iiiiiiiiit LA n NM NO o / o �° O °` 1 1 -- Fig 1 1iUNIT A • J _/ I�cc I ~ SS TW SG ��+J k ❑ 1 _ w CI_ CHECKED BY: p Q SS 1 J J ni Q w 1 IIII Z w ISSUE DATE: • ^ ^ :=J = 0 07/16/2018 UNIT B J 1 REVISIONS: 21 A � n r n � , 1 r�rt�� , J J 1 I L `J FRA CALCULATION DIAGRAMS ,:, ,_ _, UPPERLEVELGFRA AO . 3 CALCULATION DIAGRAM © Copyright2018 SCALE: 1/8" = 1'-0" Godden I Sudik Architects&Planners,Inc.