Loading...
HomeMy WebLinkAboutDRB18-0605_Approved Plans_1546041453.pdf lei OFlel" " jit11 � c A VAIL R C UETCLUB TOWNHOMES & CONDOMINIUMS ..,I% ,.";- „13,„,„115-' DRB APP"OVED 12/2:/2018 12:01:00 AM yA1L RACQUET CLUB ... CONDOMINIUMS 14 VAIL RACQUET CLUB DRIVE VAIL, COLORADO 81657 i c T o R MARK DONA LDSOH ScNERAL NOTES 13. SUBSTITUTIONS OF "EQUAL" OR"EQUIVALENT"PRODUCTS MAY BE REQUIRED SUBMITTALS BY CATEGORY ®f NER / ASEN,T ACCEPTABLE WITH OWNER OR ARCHITECT WRITTEN APPROVAL. IN D `N NO I ND-X VAIL RACQUET GLUE TOWNHOMES $ CONDOMINIUMS 01. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS,FIELD CONDITIONS & ADVANCE, SUBMIT DETAILS (IF NEEDED),ALL PRODUCT DATA, NO WORK INCLUDED WITHIN OR AFFECTED BY ANY SUBMITTAL SHALL BE STEVE LOFTUS, DIRECTOR OF MAINTENANCE UTILITY LOCATIONS ONSITE PRIOR TO SUBMITTAL OF BID PROPOSALS, T .1 TITLE SHEET / CONSTRUCTION REQUIREMENTS 46ci5 VAIL RACQUET GLUE DRIVE SPECIFICATIONS,FEATURES,OPTIONS,FINISHES,ETC. IN ORDER TO COMMENCED UNTIL SUCH TIME AS ALL RELATED SUBMITTALS ARE VAIL, GOLORADO 81,65-1 ORDERING MATERIALS OR ENGAGING INTO CONTRACTS/SUBCONTRACTS. DETERMINE ACCEPTABILITY. IF BIDDER INCLUDES ALTERNATES TO THE RECEIVED AND (RESUBMITTED,IF NEEDED)RETURNED AS APPROVED. A0.1 EXISTING/DEMO GARDEN FLOOR PLAN STEVELOFTUS@VAILRAGQUETGLUB.GOM BID DOCUMENTS, THEY MUST SUPPLEMENT THEIR BID WITH RELATED PHONE: °Prt0-411-3062 / FAX: c'rt0-4rtrt-3061 A02 EXISTING/DEMO FIRST LEVEL FLOOR PLAN ARCHITECTURE 02. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES IN THE MANUFACTURER LITERATURE,ETC. TO DEMONSTRATE APPLICABILITY AS DESIGN-BUILD ELECTRICAL(IF ANY): FOR ALL ELECTRICAL SYSTEM PLANNING DOCUMENTS OR NEED FOR ADDITIONAL INFORMATION IMMEDIATELY ` I fi-GT: INTERIORS A QUALIFIED ALTERNATE OR SUBSTITUTION. ADDITIONS &MODIFICATIONS PERTAINING TO THE WORK DESCRIBED AO 3 EXS I TING/DEMO SECOND LEVEL FLOOR PLAN VI GTOR MARK DONALD50N ARCH 1 TEGTS UPON DETERMINING EXISTING FIELD CONDITIONS &VERIFYING NATURE SINCE 1977 HEREIN&PER BUILDING DEPARTMENT. AO.4 EXISTING/DEMO THIRD LEVEL FLOOR PLAN CHRIS .1UERGENS : PRINGIPAL OF CONFLICT OR DISCREPANCY. 14. PROVIDE ALL LABOR,MATERIALS, TRANSPORTATION, SUPPLIES AND 00q0 BENCHMARK ROAD, SUITE 2O 1 EQUIPMENT TO PROVIDE A COMPLETE PROJECT WITHIN THE RECOGNIZED DESIGN-BUILD FIRE PROTECTION(IF ANY): FOR ALL FIRE PROTECTION& A1.1 GARDEN LEVEL FLOOR PLAN P.O. BOX 5300 AVON COLORADO 8620 ARCHITECT S 03. AREAS OF CONFLICT OR DISCREPANCY MUST BE FULLY RESOLVED PHONE: cC7O.a14a1. 2O0 / FAX: a140.af4a4.5205 STANDARDS OF THE INDUSTRY THAT ALLOWS FOR FINAL CERTIFICATE OF ALARM SYSTEM ADDITIONS &MODIFICATIONS PERTAINING TO THE WORK Al.2 FIRST LEVEL FLOOR PLAN E-MAIL: Chris j@vmdo.corri 9 0 IV B E N C H V A R K R 0 A D WITH WRITTEN APPROVAL FROM ARCHITECT OR OWNER BEFORE OCCUPANCY TO BE ISSUED BY THE AUTHORITY HAVING JURISDICTION. DESCRIBED HEREIN&PER FIRE DEPARTMENT. CONSTRUCTION CONTINUES IN ANY AFFECTED AREA OF WORK. A1.5 SECOND LEVEL FLOOR PLAN ST L)CiTAAL ENS I NEE : B 0 X 5 3 0 0 AVON , CO81620 15. COORDINATE ALL TRIM PROFILES AND CONFIGURATIONS WITH OWNER 21. APPLICATIONS FOR PAYMENT SHALL BE SUBMITTED TO OWNER WITH AI.4 THIRD LEVEL FLOOR PLAN MONROE $ NEWELL ENGINEERS, NG. 970 . 949 . 5200 04. PLAN DIMENSIONS ARE TO FACE-OF-FRAMING OR FACE-OF-CONCRETE OR ARCHITECT TO MATCH EXISTING AND/OR ADJACENT CONDITIONS,VIA BACK-UP DETAIL REQUIRED BY CONTRACT FOR CONSTRUCTION AS WELL GRAIG CARROLL PE UNLESS NOTED OTHERWISE. CROSS-SECTION&VERTICAL ELEVATION A2.1 NORTH STAIR TOWER - PLANS 11701 WYNGOOP ST. STE:200 vmda@vmda. com THE SUBMITTAL/SHOP DRAWING PROCESS. AS IN CONFORMANCE WITH LINE ITEM BUDGET SO AS TO READILY DENVER, GOLORADO 80202 FAX 9495205 DIMENSIONS ARE TO TOP OF CONCRETE,TOP OF PLYWOOD, OR TOP OF DETERMINE%COMPLETE ON A LINE ITEM BASIS. A2.2 MID STAIR TOWER - PLANS PHONE: 303 h23-4q2-1 FAX: 303 ,623-6,602 WALL PLATES OR BEAMS,UNLESS NOTED OTHERWISE. E-MAIL: GGARROLL@MONROE-NEWELL.GOM 16. REFER TO ALL ARCHITECTURAL, STRUCTURAL, &ANY SPECIALTY A2.5 SOUTH STAIR TOWER - PLANS CONSULTANT/ENGINEER DRAWINGS ATTACHED TO THESE PLANS IN 22. UPON COMPLETION OF THE WORK&INCLUDING PERFORMING THE 05. PROVIDE ALL NECESSARY BLOCKING IN FRAMING CAVITIES FOR ORDER TO FULLY DETERMINE THE SPECIFICATIONS FOR ALL MATERIALS WORK ON HIS OWN PUNCH LIST,CONTRACTOR SHALL NOTIFY OWNER OF A3.1 NORTH STAIR TOWER - ELEVATIONS / SECTIONS MISCELLANEOUS INSTALLATIONS NECESSARY FOR SUPPORT,BLOCKING USED ON THIS PROJECT. IF THERE ARE ANY CONFLICTS OR OMISSION IN COMPLETION SO AS TO ALLOW THE OWNER TO REVIEW FOR A32 MID STAIR TOWER - ELEVATIONS / SECTIONS OR MANUFACTURER/INSTALLATION INSTRUCTION,WHETHER SHOWN ON THE PLANS OR SPECIFICATIONS IT IS THE RESPONSIBILITY OF THE CONFORMANCE.TO THE DOCUMENTS AND,IF NEEDED ISSUE A PUNCH LIST THESE DOCUMENTS OR PROVIDED UNDER SEPARATE DOCUMENTATION BY GENERAL CONTRACTOR TO CONTACT THE ARCHITECT AND/OR THE FOR FINAL COMPLETION. A3.3 SOUTH STAIR TOWER - ELEVATIONS / SECTIONS OTHERS. OWNER TO RESOLVE THE ISSUE. A5.4 STAIR TOWERS GABLE ENTRIES 23. ALL EXISTING FIRE ALARM HORNS AND CONDUIT TO BE TEMPORARILY d" 06. COORDINATE&VERIFY ALL ROUGH-IN LOCATIONS &REQUIRED A4.I DETAILS '"" 17. AS A PART OF PROJECT CLOSE-OUT,FURNISH TO THE OWNER ALL RELOCATED AS REQUIRED DURING DEMOLITION AND CONSTRUCTION AND FIOJE T ESG I FTI ON: CLEARANCES FOR ELECTRICAL SERVICE&FIXTURES (IF ANY)WITHZ V) WRITTEN&GRAPHIC MATERIALS FOR ANY&ALL EQUIPMENT,HARDWARE TO BE FULLY OPERATIONAL REFURBISHMENT OF ALL BALCONIES / EXTERIOR EXIT CORRIDOR. REMOVE AND INFORMATION PROVIDED HEREIN&PROVIDED BY OTHERS. DETERMINE IN & SYSTEMS INCLUDING WARRANTIES,INSTRUCTION MANUALS, REPLACE ALL DRY ROT AND OR WATER DAMAGED 1A10O17. STAIR REPLACEMENT ADVANCE THAT EXISTING FIELD CONDITIONS ALLLOW FOR ALL SUCH 51.0 GENERAL NOTES, $ DETAILS AT STAIRTOWERS. SIMILAR TO PREVIOUSLY APPROVED BUILDING 4. w INSTALLER'S&MANUFACTURER'S NAME&ADDRESS.ALL EQUIPMENT, 24. PROVIDE NECESSARY TEMPORARY SHORING AND BRACING TO SUPPORT = 0100, > ITEMS TO FIT WITHIN FRAMING,DETAILS,ARCHITECTURAL SYSTEMS&FIXTURES SHALL HAVE A MINIMUM OF A ONE(1)YEAR AND PROTECT PORTIONS OF THE EXISTING BUILDING DURING DEMOLITION S2.0 BASEMENT / FOUNDATION PLAN Ilm gin E 1.7)- ACCOUTREMENTS,ETC. IN ACCORDANCE WITH APPLICABLE CODES & WARRANTY THE CONTRACTOR FURTHER WARRANTS AGAINST FAILURE OF OPERATIONS. LEAVE SUCH SHORING IN PLACE UNTIL PERMANENT CODE E U E W: =c4 = CD CO MANUFACTURER DATA. S2.I FIRST LEVEL FRAMING PLAN .1 M CO CO ALL VARIOUS SYSTEMS INSTALLED, CONSTRUCTED OR CAUSED TO BE ENGINEERED SUPPORTS HAVE BEEN INSTALLED. BE SOLELY RESPONSIBLE ZONING DESIGNATION: TOWN OF VAIL (HDMF) V = ` L. J 0 INSTALLED FOR THE PERIOD OF ONE 1 YEAR AFTER DATE OF FULL FOR DESIGN, SAFETY AND ADEQUACY OF TEMPORARY SHORING AND S2.2 SECOND LEVEL FRAMING PLAN CONSTANCY GROUP: R-2 ( ) Q CONSTRUCTION TYPE: V - B (NON-RATED) (NON-CONFORMING UNDER CURRENT CODE) �, U 07. VERIFY ALL POWER ROUGH-IN LOCATIONS FOR EQUIPMENT AND/OR W OWNER ACCEPTANCE. BRACING&ITS ABILITY TO CARRY THE LOAD INTENDED. S23 THIRD LEVEL FRAMING PLAN OCCUPANT LOAD: 14,411 S.F. /200 = 75 = I- r LIGHT FIXTURES (IF ANY)IN ADVANCE OF ORDERING OR INSTALLATION Cf w 0 CONSTRUCTION ITEMS. NO. OF FLOORS: FLOORS ff GARDEN LEVEL Q J 18. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED(3 COPIES: 25. REFERENCE SUPPLEMENTAL INSTRUCTIONS FOR ADDITIONAL PROJECT PULLY SPRINKLED: Z 0 DC OWNER+ARCHITECT+CONTRACTOR)BY CONTRACTOR WHO SHALL REQUIREMENTS. GOVERNING CODES: 2015 ISO,2014 NEC,2015 IEBG and all adopted Town of Vail a U U 08. APPROVE ALL FIXTURES/COLORS/FINISHES WITH OWNER IN ADVANCE, v Q MAINTAIN AND DISTRIBUTE UPDATES OF A LOG OF ALL RFI'S. SEVEN Godes. Q Et J- IF ANY. IEBG 2015 SECTION 405 Exceptions: .j O J Q CALENDAR DAYS MAY BE NEEDED TO REVIEW RFI'S ONCE WRITTEN RFI'S ALTERATIONS 1. An existing stairway shall rot be required to comply - > ARE RECEIVED. with the requirements of Section 1011 of the International W V Q Building Gode where the existing space and construction > 09. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY does,not allow reduction in pitch or slope. Commosi THE GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS2. Handrails otherwise required to comply with Section = ICC 19. MATCH EXISTING CONSTRUCTION MATERIALS,TEXTURES,COLORS& 1011.11 of the International Building Gode shall not be Z PROJECT,HE SHALL IMMEDIATELY NOTIFY OWNER. FINISHES FOR THE FOLLOWING AREAS OF WORK: requiredcomplyrequirementsCel to Int with theitodeof Section 1014k of the International Building Goole regarding full Co extension of the,handrails where such extensions would i - 10.BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES& be,hazardous due to plan configuration. • DOORS TRIM& SURROUNDING TRIM OBTAINING ALL PERMITS &REQUIRED APPROVALS. CODE COMPLIANCE IS • STUCCO TEXTURE MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT • EXTERIOR DETAILS,RAILINGS AND OTHER FEATURES WORK NOT CONFORMING TO RELEVANT CODES GOVERNING THIS PROJECT. UNLESS DIRECTED OTHERWISE IN THE DOCUMENTS. ©COPYRIGHT 11.FIELD COORDINATE AND OBTAIN APPROVAL FROM THE OWNER )f° '''°y,�,�� Victor Mark 20. PROVIDE ALL SUBMITTALS (3 COPIES: OWNER ARCHITECT& Donaldson RT, Architects AND/OR STRUCTURAL ENGINEER BEFORE ANY CUTTING,NOTCHING OR ..' T' All Rights CONTRACTOR). PROVIDE,2 WEEKS PRIOR TO COMMENCEMENT OF 63 I LD I NG t i44% Reserved DRILLING OF ANY CONCRETE, STEEL FRAMING,OR ANY OTHER CONSTRUCTION,A PROPOSED SUBMITTAL LOG WITH ALL DATES NOTED. a ,T STRUCTURAL ELEMENTS WHICH MAY IN ANY WAY AFFECT THE ARCHITECT SHALL REVIEW&REPLY TO EACH SUBMITTAL WITHIN 7 I �, REVISION Bu Sroy I, Y??�` 4 T 6 STRUCTURAL INTEGRITY OF THE BUILDING. eo l `" CALENDAR DAYS OF RECEIPT OF EACH SUBMITTAL. IF THE ARCHITECT ;- : mR r f O 0 00:4 ; LOGAT ON MAP REJECTS ANY SUBMITTAL FOR ANY NON-CONFORMANCE,ADDITIONAL ear 12.ALL NEW&REMODEL WORK SHALL BE COMPLETED IN A `` ', 12/18/2018 TIME MAY BE REQUIRED FOR REVIEW. ��" >`�"� t,� t \ tii, : ,T DATE WORKMANLIKE MANNER,IN ACCORDANCE WITH ALL REQUIREMENTS OF '` ,�a %6.1,,,, ,,,,,a'�. ` �,, .,.'� {,y� 'Y r,ti 1j1j . �\ Ef ufp1D3.4?', 6*4 ALL CURRENT CODE&REGULATORY REQUIREMENTS ADOPTED BY THE ' �"�„ JOB NO. 1826 GOVERNING MUNICIPALITY&OTHER AGENCIES HAVING JURISDICTON, i°� - T,3 % • � ',,' I # ��, a��u r `s, ,Ts *f k ,;, w '�4, �(T'7; h0 Bue - ,i.'�-�0 so4 -- '' 'W �1pY6�ak M9 INCLUDING ALL AMMENDMENTS THERETO. THE COMPLETED WORK SHALL 4� �-��= ".. ' '> ALLOW FOR FINAL CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE !I aF "4�0��' ,A,'1 '-,, AUTHORITY HAVING JURISDICTION. ._ „Bighorn Park 44 SHEET NO. = c et DRB APP"OVED 12/2; 2018 12:01:00 AM CI) 0 0 0 ® 0 0 0 0 __� EXISTING ASPHALT �, V I C T O R IV A R K PARKING T REMAIN D 0 N A L D S 0 N - -1 L 71- — � Er O LINE OF DECK ABOVE C 6 -_ __ __ __ _ _ _ _ - 1 ARCHITECTURE 1 PLANNING INTERIORS SINCE 1977 1 ARCHITECTS 1 90111 BENCH VARKROAD SUITE 207 1 BOX 5300 1 I AVON , CO 81620 0 970 . 949 . 5200 vmda@vmda, com FAX 949 . 5205 1 LINE OF EXISTING WOOD DECK ABOVE @ - - 4 - I- ! - I---_F - - - - I I E - - - 12SOUTH - MID El- - - - �IORT - - ----H-1: - - - STAIRI ci_TAIV - - 1 TAIR - T i UP JP UP C ''''N.N.,_ ._ - Z REMOVE EXISTING Q STAIRS R TREADS , —= Oa c-LI ( , 2.73.34.7 5.3PREP FOR NEW, TYP. b.77.3 3CD Oa cle Ct I-0 m I p c0 � M m00 W ? W v _ �o1"‘°' W 0 ietC cii.) >ffir D _I CM 9 0 m, Q °I5 Ci II =I 'X ST \S E DEVO GARD'N L'\/' ',OCR PLAN 2 V zt > @ - SCALE: I / 8" = I' - O" ammi > O DEMOLITION NOTES = Q Z THE FOLLOWING NOTES ARE EXTRACTED FROM SECTION 3303, CHAPTER 33, 2015 IBC AND ea EDITED TO ASSIST IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLAGE. O I-- I. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. 2.CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER SECTION 330,6 $ TABLE 330,6.1. litA S _TM 3.MAINTAIN EXISTING MEANS OF EGRESS A5 REQUIRED BY BUILDING OFFICIAL. 4.WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE ©COPYRIGHT UTILITY, FIRE PROTECTION $ ANY POWER SHALL BE DISCONNECTED AND GAPPED IN STRICT Victor Mark ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS Donaldson AND ALL PERTINENT CODES. Architects All Rights 5. APPROVE DISCONNECTIONS OR 'OFF-LINE' FIRE PROTECTION $ FIRE ALARM SYSTEMS IN Reserved ADVANCE AND MAINTAIN ALL VAIL FIRE DEPARTMENT REQUIREMENTS THROUGHOUT THE COURSE OF DEMOLITION 4 NEW CONSTRUCTION. ,6.PROTECT ALL SURROUNDING WALL SEPARATION RATINGS ffi FLOOR/GEILING ASSEMBLIES TO REVISION THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONCEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 AS TO ACCOMMODATE COSTS THEREFORE. 1 PROTECT ALL MECHANICAL DUCTS (RETURN $ SUPPLY- TENANT 4 BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT GOULD IMPEDE CURRENT OR FUTURE GLEAN AIR OR DATE 12/18/2018 DISRUPT ADJACENT OPERATIONS. 5.CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS ffi PUBLIC AREAS FREE OF ALL (� DUST, DEBRIS, $ MATERIALS FOR THE DURATION OF DEMOLTION $ NEW CONSTRUCTION. JOB NO. 1826 4.PROPER TRASH REMOVAL SHALL BE COORDINATED WITH BUILDING MANAGER. 10. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY GARDEN & DEMO CONSTRUCTION COMPONENTS FOR REUSE, A5 NOTED IN THESE DOCUMENTS. BASEMENT LEVEL FLOOR PLAN SHEET NO. AO . 1 lei F bit. , = c ec 4r ')41120 DRB APP"OVED 12/2; 2018 12:01:00 AM T . ® . . . . . ® VICTOR MARK DONA LDSON I I I I I I I I I REMOVE EXISTING WOOD REMOVE EXISTING WOOD RAILING, PREP FOR NEW, TYP. PRIVACY FENCE PANELS, REMOVE EXISTING WOOD PREP FOR NEW, TYF. DECKING, PREP FOR NEW, TYP. .,.. rifr /VII/ C B jr 1 ,i . _ �i4 / .1 ARCHITECTURE 1 IPLANNING I INTERIORS REMOVE EXISTING SINCE 1977 WOOD DECKING, PREP FOR NEW, TYP. /I I- BEDROOM UNIT I I- BEDROOM UNIT I- BEDROOM UNIT I- BEDROOM UNIT I- BEDROOM UNIT I I- BEDROOM UNIT ARCH I T E C T S 515.00 SQ. FT. 515.00 50. FT. 515.00 50. FT. 515.00 50. FT. 515.00 5Q. FT. 515.00 50. FT. O 11V1 C ^I r u 1r n D D O n D I II SUITE 207 I BOX 5300 Al i/ AVON , CO 81620 970 . 949 . 5200 I vmda@vmda, com FAX 949 . 5205 I II il L=. ® JL ._ fir7f 4F.P.pj%/ .I.= � %,I. % iim pa._ =._ _ 7//r 7 - , , C SOUTH MID REMOVE EXISTING ORT iqr STAIR STAIR WOOD DECKING, • PREP FOR NEW, TYP. � CD = c,.) o _ REMOVE EXISTING REMOVE EXISTING REMOVE EXISTING J w STAIRS 4 TREADS , STAIRS 4 TREADS , STAIRS 4 TREADS , 00 2.7 3.3 PREP FOR NEW, TYP. CI5.3 PREP FOR NEW, TYP. b.7 7.3 PREP FOR NEW, TYP. m —ct 1.7.;> ® ® CI Cla I _ CO � = oa) � M CO a) � _ U J o — o W � W v Q EX ST NS E DEVO = I RSTLEVEL = OQRAN QCY� ° SCALE: I / 8" = I' - 0" Q z >I. g o ., vZQU Q � ' J . � O J < LL, o — I > z Q DEMOLITION NOTES Ca THE FOLLOWING NOTES ARE EXTRACTED FROM SECTION 3303, CHAPTER 33, 2 O015 IBC AND EDITED TO ASSIST IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF CARE AND INSURANCES IN PLACE. I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER 4 ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL IS RECEIVED BY BUILDING OFFICIAL. 2.CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER litA S [U] ID M _TM — SECTION 550,6 4 TABLE 330,6.1. 5.MAINTAIN EXISTING MEANS OF EGRESS A5 REQUIRED BY BUILDING OFFICIAL. ©COPYRIGHT 4.WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE Victor Mark UTILITY, FIRE PROTECTION 4 ANY POWER SHALL BE DISCONNECTED AND GAPPED IN STRICT Donaldson ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS Architects AND ALL PERTINENT GODES. All Rights Reserved 5.APPROVE DISCONNECTIONS OR 'OFF-LINE' FIRE PROTECTION 4 FIRE ALARM SYSTEMS IN ADVANCE AND MAINTAIN ALL VAIL FIRE DEPARTMENT REQUIREMENTS THROUGHOUT THE REVISION COURSE OF DEMOLITION 4 NEW CONSTRUCTION. ,6.PROTECT ALL SURROUNDING WALL SEPARATION RATINGS 4 FLOOR/CEILING ASSEMBLIES TO THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONCEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 A5 TO ACCOMMODATE COSTS THEREFORE. 1. PROTECT ALL MECHANICAL DUCTS (RETURN 4 SUPPLY- TENANT 4 BUILDING) FROM DUST, DATE DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE CLEAN AIR OR 12/18/2018 DISRUPT ADJACENT OPERATIONS. S.CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC AREAS FREE OF ALL JOB Na, 1826 DUST, DEBRIS, 4 MATERIALS FOR THE DURATION OF DEMOLTION 4 NEW CONSTRUCTION. 4.PROPER TRASH REMOVAL SHALL BE COORDINATED WITH BUILDING MANAGER. EXISTING & DEMO 10. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY4 CONSTRUCTION COMPONENTS FOR REUSE, A5 NOTED IN THESE DOCUMENTS. FIRST LEVEL FLOOR PLAN SHEET NO. AO .2 44 OF b4, 'clr z. c r7 '')41f2011151 DRB APP"OVED 12/2; 2018 12:01:00 AM 1 2 ® 0 ® 0 0 0 ® VICTOR MARK DONA LDSON REMOVE EXISTING WOOD REMOVE EXISTING WOOD OVE EXISTING WOOD RAILING, PREP FOR NEW, TYP. PRIVACY FENCE PANELS, PREP FOR NEW, TYF. DgOKING, PREP FOR NEW, TYP. \ OVelr ,, / II/ II �I/ 4, o 1 1----__ 0v._ II �/ it, „r"4"---- _n........_ ,,,, _. Ir ,, imoi.,, // /. ARCHITECTURE PLANNING REMOVE EXISTING INTERIORS WOOD DECKING, PREP SINCE 1977 FOR NEW, TYP. A I- BEDROOM UNIT I I- BEDROOM UNIT I- BEDROOM UNIT I I- BEDROOM UNIT I I- BEDROOM UNIT I- BEDROOM UNIT ARCHITECT S 575.00 SO. FT. 575.00 50. FT. 575.00 SO. FT. 575.00 SQ. FT. 575.00 SO. FT. 575.00 SO. FT. 90111 BENCHVARKROAD SUITE 207 BOX 5300 ZI 11I rI �I AVONC081620 , 0 970 . 949 . 5200 vmda@vmda. com FAX 949 . 5205 1 I k._ III , 0° ;ri 0ij%/� mil Dr% .I�1ns---wrz7 % /.�i. .�i,i%/ / 4 O .50UTH�IIMI MID u REMOVE EXISTING • ORT • M_I ISTAIRI-_ -_- 1 ilk, I STAIRI•• WOOD DECKING, _.I=I_. MINE U.. PREP FOR NEIN, TYP. U.. Z REMOVE EXISTING REMOVE EXISTING REMOVE EXISTING Q - STAIRS 4 TREADS , STAIRS 4 TREADS , STAIRS 4 TREADS , 2.7 3.3 PREP FOR NEW, TYP. 4.7 5.3 PREP FOR NEW, TYP. 6.7 7.3 PREP FOR NEW, TYP. = CO W O O CDT °° (ii Et ' LN 0- 021 CO M m 00 � _ Um. O 0 W=,� W v Q EX STNS E D------VO SECQ\D ,_V-, -L00R FLA\ CY =,0o H o SG LE: I S' = I - O" Q Z0 O >oC � � U � vZQU QCid J ' � O J Q WvQ > o .—J > DEMOLITION NOTES Z Q Z THE FOLLOWING NOTES ARE EXTRACTED FROM SECTION 3303, CHAPTER 33, 2015 IBG AND EDITED TO A5515T IN COORDINATION WITH BUILDING OFFICIAL AND TO COMPLY WITH Ca STANDARD OF CARE AND INSURANCES IN PLAGE. CO H I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING OFFICIAL SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO OWNER 4 ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL IS RECEIVED BY BUILDING OFFICIAL. 2.CONFIRM ALL REQUIREMENTS WITH BUILDING OFFICIAL FOR PEDESTRIAN PROTECTION, PER SECTION 330b 4 TABLE 330,6.1. -1NA MOM _TM – 3.MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. 4.WHERE REQUIRED FOR DEMOLITION OR OTHER PROJECT REQUIREMENTS, ALL SERVICE ©COPYRIGHT UTILITY, FIRE PROTECTION 4 ANY POWER SHALL BE DISCONNECTED AND CAPPED IN STRICT Victor Mark ACCORDANCE WITH THE APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY DISTRICTS Donaldson AND ALL PERTINENT CODES. Architects All Rights 5.APPROVE DISCONNECTIONS OR 'OFF-LINE' FIRE PROTECTION 4 FIRE ALARM SYSTEMS IN Reserved ADVANCE AND MAINTAIN ALL VAIL FIRE DEPARTMENT REQUIREMENTS THROUGHOUT THE COURSE OF DEMOLITION 4 NEW CONSTRUCTION. ,6.PROTECT ALL SURROUNDING WALL SEPARATION RATINGS 4 FLOOR/CEILING ASSEMBLIES TO REVISION THEIR FULL INTEGRITY - ADVISE OWNER OF ANY CONCEALED BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION 50 A5 TO ACCOMMODATE COSTS THEREFORE. 1. PROTECT ALL MECHANICAL DUCTS (RETURN 4 SUPPLY- TENANT 4 BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE CLEAN AIR OR DATE 12/18/2018 DISRUPT ADJACENT OPERATIONS. 8.CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR AREAS 4 PUBLIC, AREAS FREE OF ALL DUST, DEBRIS, 4 MATERIALS FOR THE DURATION OF DEMOLTION 4 NEW CONSTRUCTION. J O B NO. 1826 cf.PROPER TRASH REMOVAL SHALL BE COORDINATED WITH BUILDING MANAGER. 10. MANAGE SALVAGE OF ALL MATERIALS MATERIALS FROM BUILDING INVENTORY4 EXISTING & DEMO CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. SECOND LEVEL FLOOR PLAN SHEET NO. A0 .3 lei OF b4, tpv jil Nil, '11.6 = c 4r ')41/410 DRB APP"OVED 12/2; 2018 12:01:00 AM 0 c-2-) O Go O ® O O CD VICTOR MARK DONALDSON REMOVE EXISTING WOOD REMOVE EXISTING WOOD RAILING, PREP FOR NEW, TYP. PRIVACY FENCE PANELS, REMOVE EXISTING WOOD PREP FOR NEW, TYF. DECKING, PREP FOR NEW, TVP. ® 711r„ _.___ .lir AU_._ .r11 — — - .r J r _ A r , A1rl A- ////moi: / Vii. // / ////ice 1//r. ARCHITECTURE REMOVE EXISTING WOOD DECKING, PREP I PLANNING FOR NEW, TVP. INTERIORS /I I- BEDROOM UNIT I I- BEDROOM UNIT I- BEDROOM UNIT I- BEDROOM UNIT I- BEDROOM UNIT I- BEDROOM UNIT SINCE 1977 1 515.00 SQ. FT. I 515.00 SQ. FT. 515.00 SQ. FT. 515.00 SQ. FT. 515.00 SQ. FT. 515.00 SQ. FT. 1 ARCH I TECTS 90111 BENCHVARKROAD I III SUITE 207 p BOX 5300 AVON , CO 81620 970 . 949 . 5200 1 vmda@vmda, com 1 FAX 949 . 5205 L�� 1 �J �. ..�J �� ��. O 4ã' �% '!� 1�% / = 4q;'‘AIPIV, = c ec 93 0 # 0 DRB APP"OVED 12/2; 2018 12:01:00 AM CD 21 0 GO 0 0 0 ® 0 ___---- EXISTING ASPHALT ______--- PARKING T REMAIN I I VICTOR MARK DONA LDSON 4 ° ° dI <4 as 4 a A - H p I d a ° addpa dA A ad p 4 LINE OF DEGK ABOVEC d 4 -7-- pO A d P 4 — A O ° A pd A 4 4 p dp A ° as 4d p :71:;! a s 4 ° a A 4 p a _ a A A A A ..: ° I 4 ad ° a — — - —13 I I ARCHITECTURE PLANNING INTERIORS I SINCE 1977 ARCH I TECTS 90 IV BENCHVARKROAD 1 I I I SUITE 207 O r —El_ BOX 5300 AVON , CO81620 970 . 949 . 5200 1 1 vmda@vmda, com 1 I FAX 949 . 5205 LINE OF EXISTING WOOD DEGK ABOVE @ 1-- i____ _J _II I I 11___il 1 O - — - SOUTH — — _ — _in_ • MID - — - — JX— _ — —1\1ORTIr — - - c -- ---077-----STAIRI crR ^ crTAIl:Ir P ll- UP. V- Z 2.7 3.3 4.7 53 b7 7.3 0 @ ®J (7) = CO w m Cleti Ct I-0 = C4 = o = 00 = � D0 WZ Wvro = m F crop a.m. W 0 Qz ›... CSO v Q `c °45 CI 11 =1 SARD'N L'V'L ',OOR FLA\ 0 SCALE: I / 8" = I' — 0" > C. = Q M 0 OM litA SUM ITA- -----7 ©COPYRIGHT Victor Mark Donaldson Architects All Rights J Reserved 12/18/2018 I j3_7 1826 I GARDEN LEVEL FLOOR PLAN 417-F . - X1 . 1 S C DRB APP OVED 12/2: 2018 12:01:00 AM VICTOR NARK DONA LDSOH ED ® O ® O 0 ® 0 ® 11 a& �I•/ 1 vg, ARCHITECTUREH PLANNING INTERIORS NEW PRIVACY PARTITIONS SINCE 1977 i - NEW HOOD RAILING, TYP. TO MATCH EXISTING. ('TYP) NEW TREX DECKING, TYP. -, ® - -- ....=---.. .......____ ARCHITECTS 0 _ _ 901V BENCHVARKROAD 4 BOX 5300 �— A ., AVON , CO 81620 970 . 949 . 5200 vmda@vmda. com FAX 949 . 5205 iii_ Aik p - _ - - - \ I Ir` NEW TREX A4.1 - DECKING, TYP. IM. d' O —. C,)- -- RN T I - -�' - FP. - - - - -AFP. I ' ; FP. ; Z was - W W - W LLI w'!FAWN Mn. w = Ca 0 / / ' Tr-117 - -------I NEW WOOD I • ��' \I�� I = p CO RAILING, TYP. I I I �i I•_ �i I m OD > < I �© ©� I L> < I ©k I I v = `� J O i w i i �-- p uJ- _ M I w 2.7 3.3 4.-I 5.3 7.3 V D O U O O c:C‘21 >I" 0 0 � O UV A, A ,A6, Q11 J1 - . 1 - 4C, 11 A3.3 A3.1 W CD ----- I RST L-------V-7=7-L 7=--LOOR FLAN = ICC OI Z ea SCALE: I / a" = I� - o" Co F- 1 Ei 133 SUBYMY, ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved NEW GUARD RAILING: TREX DECK REQI I REMENTS: REVISION NEW RAILING: TREX TRANSCENDS "SPICED RUM"2 X,6 TO BE TOP RAIL: 3 I/8" X 1 1/2" CONTINUOUS R5 CEDAR 6LULAM USED. 12'-0" LONE BOARDS MAX AT ALL FLOORS. MATCH EXIST TPICKETS: ERING. SHALL PICKETTS SHALL MATCHSAINED EXISTING NEW BEAMS TO BE INSTALLED BELOW DECK TO MA SIZE AND SHAPE. ALLOW FOR 21-0" MAXIMUM SPAN RE: STRUGTUIZAL. DATE 12/18/2018 JOB NO. 1826 FIRST LEVEL FLOOR PLAN SHEET NO. A1 .2 '6(1 CIF 161 S .. 114:i2 kii"'- DRB APP OVED 12/2: 2018 12:01:00 AM CD ® ® ® ® ® ® CD ® K © DICT DONAR LDSOY .] III NEW PRIVACY PARTITIONS - NEW WOOD RAIL I NG, TYP. TO MATCH EXISTING. ('TYP) — — / NEW TREX DECKING, TYP. CD r • "IIMMEM_ I I CD o - - - 7. --- ‘ c ARCHITECTURE i PLANNING INTERIORS SINCE 1977 i I 1 I 1 1 ARCH I TECTS Il © 90 N BENCHVARKROAD Mr BOX 5300 ® — ' c AVON , CO 81620 970 . 949 . 5200 vmda@vmda. com I0 II NEWTREX A4.1 FAX 949 , 5205 DECKING, TYP.II IM. _.__I ,I 1, ,I II 1 Al II O iia -fes- :� 1 `v' `N `v/N., _ N `v' / / / N\ O f _ri7 + 1 mei f r _1 e I 1 ie + - 1 i �� NEW WOOD I ,401 RAILING, TYP. �, 1 I I ,,` I I > < 14® ©� I — -1> < I ®, I L> < I t i ,� , , r \` / e \\ / Gp _, 2.7 3.3 4.7 5.3 q) 7.3 0 --, ., ® O ® _ Cel >W oak - i,.- L.0 AL A m o � yr IvJc4 = mco --WM:7 LI------\/"L "LOOR PLAN u.im w 0 er = E ~ H 2 (0) SCALE: I / 8" = I' - 0" O W 0 Q � J W Z >IR O —1oZQ - QC4 � J � � O J < WVQ > n > c:, .0 z Q OM 0 I- NEW GUARD RAILING: TREX DECK REQUIREMENTS: NEW RAILING: TREX TRANSCENDS "SPICED RUM"2 X,6 TO BE TOP RAIL: 3 I/8" X 1 1/2" CONTINUOUS R5 CEDAR 6LULAM USED. 12'-0" LONG BOARDS MAX AT ALL FLOORS. lit33 SUBTF'A[[ii - = PICKETS: MATERIAL SHALL BE WOOD AND STAINED TO NEW BEAMS TO BE INSTALLED BELOW DECK TO MATCH EXISTING. WOOD PICKETS SHALL MATCH EXISTING ALLOW FOR2'-O" MAXIMUM SPAN RE: STRUCTURAL. SIZE AND SHAPE. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved REVISION DATE 12/18/2018 JOB NO. 1826 SECOND LEVEL FLOOR PLAN SHEET NO. A1 .3 4kit:" S '. e.:0 Jictin 10 DRB APP OVED 12/2: 2018 12:01:00 AM 0 0 O O 0 0 O 0 0 © VI C\ DONALDSONI OR NARK III A4.I Nil NEW PRIVACY PARTITIONS - NEW WOOD RAILING, TYP. TO MATCH EXISTING. ('TYP) NEW TREX DECKING, TYP. �\ 0 F.= . — _, ____ ____ ____ 0 11 --7 • . ____ . ,..... _ _______ - _1 , I 1‘,„/4 A4.1 ARCHITECTURE i PLANNING INTERIORS I- BEDROOM UNIT I- BEDROOM UNIT I- BEDROOM UNIT I- BEDROOM UNIT I- BEDROOM UNIT I- BEDROOM UNIT SINCE 1977 575.00 50. FT. 515.00 50. FT. 515.00 50. FT. 515.00 50. FT. 575.00 50. FT. 575.00 50. FT. ARCH I T ECTS Vigir© 901V BENCHVARKROAD 0I BOX 5300 AVON , CO 81620 970 . 949 . 5200 �, ! 4 vmda@vmda, com � NEW DEGKIKGXTYP. A4.1 IM FAX 9 4 9 , 5 2 0 5 0 —.All - — P - - PP. PP. .I � te �__g, Ir. U. 4 11 I MA. Wn. N �N N - �N Zvi N 0 . ,_ o UP 11 - _ 171 -11 _u1 += m— r ORT {D� 1, \ I�� SOUTH � NEW WOOD MID STAIR I RAILING, TYP. o,,, I 1STAIR' I I STAIR /I \< / %V Nigr I / <\ % Z_ v.) ED 3.3 4.7 5.3 b.7 0 = 0 0 0 ..i. = c-'-' Ahk, A Ak oak oe — N.... Lo 1 TV All0,2, I Q c0 A3.3 = C/) CO CO � = Limp O a — W ? L.L/ Ufi IRS LEVEL L00 FLAB (0) ~ SCALE: I / 8" = I' - O" �O OW Lu 0 Q � J cZ >— O C, 0 .. ZQ 4:C ()45 � J � � O J Q WVQ > M -J > M Q Ca 0 NEW SUARD RAILING: TREX DECK REQUIREMENTS: ~ NEW RAILING: TREX TRANSCENDS "SPICED RUM"2 X,6 TO BE TOP RAIL: 3 I/8" X 1 I/2" CONTINUOUS RS CEDAR GLULAM USED. 121-0" LONG BOARDS MAX AT ALL FLOORS. PICKETS: MATERIAL SHALL BE WOOD AND STAINED TO NEW BEAMS TO BE INSTALLED BELOW DECK TO J) _hi' 153 SUP314 _TM MATCH EXISTING. WOOD PICKETS SHALL MATCH EXISTING ALLOW FOR 2'-0" MAXIMUM SPAN RE: STRUCTURAL. SIZE AND SHAPE. ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved REVISION DATE 12/18/2018 JOB NO. 1826 THIRD LEVEL FLOOR PLAN SHEET NO. A1 .4 15 S C .7 930 5,ItP C RB APPROVED 12/28/2018 12:00:00 AM / � - NEW TREX DECKING, TYP. 1 VICTOR MARK 05'-4 I/2" """T.O. DECK DONALDSON 10'-8 1/4" / / iliA r r 9 * H - * \ -I _ •" _ •' _ •' _ •' _ •' NEW STAIRS: -lu - OPEN TO - - - - - BELOW I. GRIP STRUT IN RUST BROWN POWDER GOAT. 0 A — `A -I - O `� 1 A NEW FRAMING 4'-I 1/4" A �\ -, m NEW FRAMING I m 2. NEW I Y" SCHEDULE 40 HAND RAIL PER CODE. RE: STRUCT. m / RE: STRUGT. m 7 — - 4'-I 1/4" 3. MCNICHOLS STAIR TREADS 11 3/4" x 34". ARCHITECTURE V7-iPLANNING I T �. - . r INTERIORS SCARIFY AND REGOAT "r SINCE 1977 EXISTING GONG. SLAB TO 11\ 10V-4 1/2" MATCH BLD #1 ,III LANDING 3 uP 4R . 102'-4 11/[5" UP 5R DN 4R . Io2'-4 11/[611 ARCH I T E C T S 100'-O" ® 7 "� > mill LANDING 4"o > / '>� �„ 'NDING Ilk 1111 T.O. GONG. 90 W BENCHVARKROAD REPLACE PICKETS, NEW GUARDRAIL ' i 1 ' SND HANDRAIL. ALL NEW PIECES B 0 X 5 3 0 0 .� SHALL MATCH EXISTING. TYPICAL NEW GRIP STRUT LANDING, NEW GRIP STRUT LANDING, ALL STAIRS ON ALL FLOORS AVON , CO 81620 21-4" / 3 PANEL, TYP. \— 3-PANEL, TYP. LINE OF NEW ROOF970 . 949 . 5200 OVERHANG ABOVE 10-8 1/4" 71L -# 10-8 I/4 -rV m d a @ V m d a. C o m FAX 949 . 5205 (7) 7.3 0 \ 7.3 0 ENTRi' LEVEL FLAN _2ND LEVEL PLAN SCALE: I /2" = 1' - O" SCALE: I [2" = I' - O" le" Z_ O mmEmw Hi /1/ J II-H/ / �\ Ca ----1-11----1-11 / CO �c N.FY CO_ _____Ft- LO o (0 *". - NEW TREX DECKING, TYP. -\ '411 - NEW TREX DECKING, TYP. mu— u.sU o W 114'-4 1/2" 123'-4 5/b" CYC, W 0 �r n DECK �T.O. nEG.K l=a ___ a J Zim. 10'-8 1/4" 10'-8 1/4" -I U 0 / t inm�. / V t wzIALJ C, 0� �. ,11 ®� _ _i_� 'lam __ > J u _ u _ u _ u _ u _ _ u _ u _ u _ u _ u • _ • _ . _ • _ . _ A 1 _ u _ u _ u _ u _ u W V Q OPEN TO - - - - - - - - - - — - OPEN TO - _ _ - - - Co BELOW - BELOW - c7') ry - - `A `A - - - - O - - - 75?J aCC NEW FRAMING NEW FRAMING Z m 0 m m RE: STRUGT. m RE: STRUGT. m m OM 4'-11/4" - - - - - 4'-11/4" - - CO / --/- / 1m _ 7 _ 11T'-4 4/lb" i���� 111'-4 1/2" 0 llk 120'-4 5/8" - - -- - \ 1111 LANDING 3 ' / "'' LANDING / 38 / ""' LANDING D ID3J� 12 ���\ A UP 5R„ `, DN 5R ,LAN 4G \ DN 5R -r „" 7 L Mark \ ® 7 4" \ ©COPYRIGHT VicDonaldson 1 REPLACE PICKETS, NEW GUARDRAIL REPLACE PICKETS, NEW GUARDRAIL Architects \AND HANDRAIL. ALL NEW PIECES — ` .ND HANDRAIL. ALL NEW PIECES Rese�gved SHALL MATCH EXISTING. TYPICAL I I SHALL MATCH EXISTING. TYPICAL REVISION 10.08.2014 NEW GRIP STRUT LANDING, STAIRSO FLOORS NEW GRIP STRUT LANDING, ALL STAIRSO FLOORS 3-PANEL, TYP. 3-PANEL, TYP. 10'-8 1/4" 10'45�� 10'-8 1/4" / DATE 12118/2018 b., ED 0 CD 0 JOB NO. 1826 NORTH 5RD �—�L=I'VEL PLAN T LEVEL PLAN 5 SCALE: I /2" - 0" SCALE: I /2" = I' - 0" STAIR TOWER SHEET N0, A2 . 1 4°W1$1 Z S C dl g ir 9301 51/4ItP [RB APPROVED 12128/2018 / 12: 00:00 AM r-----Y � — NEW TREX DECKING, TYP. VICTOR MARK `. I05'-5" HIT.O. PECK DONALDSON 10'-8 1/4" / w "� io r‘ fri- / to 9 y * \ _ � - = e� _ \ u _ u _ u _ u _ _ u _ u _ u _ u _ u NEW STAIRS: OPEN TO - - - - - - - BELOW I. GRIP STRUT IN RUST BROWN POWDER GOAT. 0 A — `A 75 - p - - `i l A NEW FRAMING 4'-I 1/4" \ -, m NEW FRAMING m2. NEW I Y" SCHEDULE 40 HAND RAIL PER CODE. RE: STRUCT. m / RE: STRUGT. m - 4'-I 1/4" - 3. MCNICHOLS STAIR TREADS 11 3/4" x 34". ARCHITECTURE V7-iPLANNING — i o J T - I - �. r INTERIORS SCARIFY AND REGOAT n SINCE 1977 EXISTING GONG. SLAB TO ® ALIO&'-5" L 102'-4 1/&" MATCH BLD #1 LANDING / 3�' / "" LANDING II UP 4RO LANDING UP 5Ro D �, oDN 4R ARCHITECT S ik10 oNC. @7 614 @74 90 W BENCHVARKROAD REPLACE PICKETS, NEW GUARDRAIL ��_ SND HANDRAIL. ALL NEW PIECES 6 0 X 5 3 0 0 .� SHALL MATCH EXISTING. TYPICAL —I NEW GRIP STRUT LANDING, NEW GRIP STRUT LANDING, H ALL STAIRS ON ALL FLOORS A V 0 N , CO 81620 J 2,-4e, / 3-PANEL, TYP. \— 3-PANEL, TYP. uNEOFNEW ROOF /1" 970 , 949 , 5200 10-81/4 10-b 1/4" vmda@Vmda. com OVERHANG ABOVE / FAX 949 , 5205 (7) ® b.7 O 7.3 1®'=s 1/2" / 0 ENTR LEVEL FLAN 2ND LEVEL PLAN SCALE: I /2" = I' - O" ----2- SCALE: I /2" = I' - O" le" Z_ O mmEmw Hi /1/ J // I \ 13C11Lt LI, ---11 ° �c LLJ m ° o (0 — NEW TREX DECKING, TYP. —\ — NEW TREX DECKING, TYP. u.sU o W r 114'-5" 123'-5 3/Ib" cfc, ll-, 0 u'T n 1_1„..0 �T n nEGK Q 0 J Z U 10'-8 1/4" 10'-8 1/4" C) 0 I� / / _ V Q - in � , Q� O J_ L- •� _ e0 _ O� _ ODN 5R J Q I A v > u _ u _ u _ u _ u _ _ u _ u _ u _ u _ u _ • _ _ • _ _ - u _ u _ u _ u _ u W Q MINA > OPEN TO - - - - - - - - - — - OPEN TO _ _ - 40 BELOW = BELOW - ry �" - - - _ /Cr mNEW FRAMING m m NEW FRAMING m Z RE: STRUGT. m RE: STRUGT. m OM 4'-11/4" - - - — - 4'-11/4" - - CO / -� / In 74 _ 7 _ in t- ilk II III'-5" o 120'-5 I/8" IIIII 3 ' ' LANDING 5 I/8 38 " LANDING D D l\`^\' IInII IInII D/ ANDING / / J, n 1 l f _� LJLJ�5R„ `, N 4R ,LAN 1/CII \ DN 5RlJ �JOD yli O^ 7411 \ ® 7 i" \ ©COPYRIGHT Victor Mark Dona Idson REPLACE PICKETS, NEW GUARDRAIL REPLACE PICKETS, NEW GUARDRAIL Architects \AtND HANDRAIL. ALL NEW PIECES — 1 ` sND HANDRAIL. ALL NEW PIECES Rese�gved SHALL MATCH EXISTING. TYPICAL I I \ SHALL MATCH EXISTING. TYPICAL ALL STAIRS ON ALL FLOORS1/[6" ALL STAIRS ON ALL FLOORS REVISION NEW GRIP STRUT LANDING, ANDING NEW GRIP STRUT LANDING, 3-PANEL, TYP. 3-PANEL, TYP. 10'-8 1/4" - le_ 10'-8 1/4" DATE 12118/2018 •ED ,.3 K (7) 0 JOB N O. 1826 MID-a L'--7\7---=:L STAIR TOWER 5 5RD L=I,VEL PLANCTPLAN SCALE: I /2" - O" SCALE: I /2" = I' - O" SHEET NO. A2 .2 X04(1 °F k4/ 44; lti S C elt r7 jiQin ICI' CRB \ I APPROVED 12/28/2018 12:00:00 AM -jil \ 4- NEN TREX DECKING, TYP. — . IoS'-5" VICTOR MARK 11111 70. DECK - D O N A L D S O 10'-8 1/4" A- z DL IL CZ Fl1 'J _ Li _ Li _ Li _ _ J _ `i _ LI _ LJ _ LI1 NEW STAIRS: OPEN TO - BELOW Q - N I. GRIP STRUT IN RUST BROWN POWDER GOAT. `4 — — O `� - - NEW FRAMING - s� �.� m � 4'-1 1/4" NEW FRAMING m RE: STRUGT. m f / RE: RAMI . /4' I 2. NEW I Y" SCHULE 40 HAND RAIL PR GODS. 1- - _ _ _, - I/4" - 3. MCNICHOLS STAIR TREADS 11 3/4" X 34". ARCHITECTURE i n vPLANNING o ;- - \ - 1, INTERIORS (Low n SCARIFY AND REGOAT SINCE 1977 EXISTING GONG. SLAB TO IA 102'-4 1/8" „ a 108'-4 I5/Ib" MATCH BLD #1 111' LANDING _8 / `1'' LANDING `I' LANDING ` 04P DNO > ` OUP ARCHITECTS 4R 1001-0" 5R 5R T.0. GONG.� 90 W BENCHVARKROAD ' ' \ , BOX 5300 �� NEW GRIP STRUT LANDING, REPLACE PICKETS, NEW GUARDRAIL AVON , C 0 81620 AND HANDRAIL. ALL NEW PIECES NEW GRIP STRUT LANDING, 3-PANEL, TYP. 21-4" / —I SHALL MATCH EXISTING. TYPICAL 3-PANEL, TYP. 970 . 949 . 5200 1 10-5 I/4" ' 10-5 1/4" vmda@vmda. com 70 . 949 . 5200da@vmda. com ALL STAIRS ON ALL FLOORS 10'-81/4" 10'-81/4" vm OF NEW R OIVERHANG AB T )( FAX 949 , 5205 7.3 oi 0 7.3 O b.7 01NTR LEVEL FLAN _ LEVEL PLAN 1 SCALE: I /2" = I' - O" SCALE: I [2" = I' - O" dm" Z_ \ I I \ 1=6 J LLJ \ \ / = Oa >11 rV 1-I ri-- mct Lo m p c0 m ca co NEW TREX DECKING,TYP. -----49- NEW TREX DECKING, TYP. -----4.9- I. IM uj U 0 W 41, 114'-4 13/Ib" 123'-5 3/Ib" CV 0 W 0 T.O. DECK "'T.O. DECK Q Z 0 0 t 10'-5 1/4" / / 10'-5 1/4" 0 0 _12 = Q I Q� C, J o _ , � of * _ D- CZ > J Q e ■ 0 ♦ _ 0 J O �� W U _ U _ U _ U _ U j J U _ U _ U _ U _ U lu _ U _ U _ U _ U _ J _ U _ U _ U _ U - OPEN TO - -1 1 — - OPEN TO — - Co BELOW - N BELOW = Z - NEW FRAMING - `i; __; - O NEW FRAMING - `i? Z malitC1 m RE: STRUGT. m m m RE: STRUGT. m Cla 4'-1 1/4" - 4'-1 1/4" - Co / i 1- ' \NI I I , '- i. ' \NI I I , . 111'-4 7/8" ., „ 1k 111'-4 15/Ib" 1k 111'-4 15/Lb" il1i l20'-5 1/Ib" LANDING / -8 / `11 LANDING ` LANDING / -8 / `ll' LANDING D ID3J soy J, _L_JL_Jq _, DN ` OUP DNe D ` OUP 5R 5R 5R 5R C COPYRIGHT Victor Mark Donaldson )` ji \ \ Architects All Rights Reserved REPLACE PICKETS, NEW GUARDRAIL REPLACE PICKETS, NEW GUARDRAIL I ' )` ) I_ 1AND HANDRAIL. ALL NEW PIECES NEW GRIP STRUT LANDING, AND HANDRAIL. ALL NEW PIECES NEW GRIP STRUT LANDING, REVISION SHALL MATCH EXISTING. TYPICAL 3-PANEL, TYP. SHALL MATCH EXISTING. TYPICAL 3-PANEL, TYP. ALL STAIRS ON ALL FLOORS ALL STAIRS ON ALL FLOORS 10'-8 1/4" 10'-8 1/4" DATE 12118/2018 8 0 10 8 0 JOB N O. 1826 NORTH , -a STAIR TOWER 5RD L=I'VEL PLANC TLEVEL 5 SCALE: I /2" - o" .z. SCALE: I /2" = I' - 0" SHEET NO. A2 . 3 OF lei r c e( 7:4 iV 0 �� Iiii,,A2..2 lio A2.2,, E RB APPROVED 12128/2018 12:00:00 AM RECESSED LED FIXTURE, TYP. I I I T / ��� T _ , -1 r` , _ - r 1 97* VICTOR MARK ,v( if, DONALDSON 2X8 GUARDRAILS, TYP. - c11 ' L--___I L____J _ /2-0"/ 1-1/2" SGHED. 40 HANDRAIL, EA. SIDE 2'-0" / OF STAIR, TYP. m m m I0 VI L - - irlii_ \ .i. J 123'-4 5/8"y \ I 1 123'-4 5/8 4123'-4 5/8" 1 L _1 T.O. DECK J L �i T.O. DECK T.O. DECK MAIN FLOOR HEADER ARCHITECTURE 9 _e �� TO REMAIN MCNICHOLS METAL STAIR - PLANNING r m / TREADS AND LANDINGS. INTERIORS CENTRAL PLATFORM J \ TYP. HEADER RE: STRUGT. SINCE 1977 J \ ENG., TYP. r W ° ... 3X12 DIAD. STRINGER (' ARCHITECTS L r J m m t RE: STRUCTURAL ENG. 1- -. $ BLOCKING BTWN. STUDS 90 \1 B E N C H M A R K R 0 A D - TO SUPPORT J crm f0 - =c STRINGERS AT _ ! _ I W 114'-4 I/2" B -4 icilk -41/2EXTERIOR WALL TYP. pSUITE 2 O L - J T \ T.O. DECK \ ` T.O. DECK T.O DECK BOX 5300 �� ; o % V1 _ AVON CO 81620 � fO V� ' e a if� TO MAINREMAIN FLOOR HEADER ax L ` 5'-5" �� 970 , 949 , 5200 1, 3'_0" J \ > vmda@vmda. com i I f FAX 949 . 5205 i0 he -110 1 3X12 DIAD. STRINGER - - - L ,_11-1 1 / / E RE: STRUCTURAL ENG. , II II II II 1- _1 o r J m io - I �- I I \ m y/ VT.O. DECK `�'T.OI DECK �%� _e eIL MAIN FLOOR HEADER I I r m _ _ _ / 4� :1 TO REMAIN ° >if, 9 r r 1 --,: r r-J - 3X12 DIAD. STRINGER J L II RE: STRUCTURAL ENG. I r 100'-O" 1001-O" 4IOO'-O" 1 II 1 J i- T 0 G N� `N IT.O. GONG. T.O. GONG. Z _1 - ED EAST T I O\ SO,T- LVAT I ON , I LD I NG S'GTIO\ Ez95, ILDI \O S'CTIO\ w- SCALE: I / 4" = I' — O" SCALE: I / 4" = I' — O" SCALE: 1 / 4" = 1' — 0" SCALE: 1 / 4" = I' — 0" � Ct DH- LO112 C/) = p CO 6 X 6 POST BEYOND V _ 0 WZ W v p M FC2 2 X 8 R.S. CEDAR GUARDRAIL, TYP.; Cr O 11.L. w 0 FOLLOW SLOPE OF STAIR STRINGER Q Z 0 ,, DC Co Z U U c) Q 14" SGHED. 40 HANDRAIL, EACH SIDE Q J OF STAIR, TYP. >I` O� O J Q I• &7 \Q CND > XPROVIDE BLOCKING FOR HANDRAIL = C:IC BETWEEN EXISTING STUDS, TYP. I, Z z Z CO EXISTING T-III SHEATHING TO BE , 012 REMOVED;REPLACE WITH i" -t 9 V BREGKENRIDGE SIDING 71_,v i(2 111 D 0 , - -vJ 77A , 0m — ©COPYRIGHT p Victor Mark m 5/4 X 12 STRINGER (SHIM TO MAINTAIN Donaldson • __ EQUAL TREAD WIDTHS);PROVIDE Architects 1 771_ ).., BLOCKING BETWEEN EXISTING STUDS, Reserved 34" WIDE MCNICHOLS METAL TREADS, TYP. All Rights -- TYP.;TREADS TO BE POWDERGOATED I[1 DK. BROWN iiiiiiiiiiiiiiiiiiiiii_1\ _ -_ I 1 ' ELM 12/1812018 1 3X12 STAIR STRINGER - IC: # 1826 I 1I r STA R DETAt NuK I-H STAIR TOWER SCALE: I I/2" = I' - 0" Mill; A3 . 1 e( , 011111 IhiN,,A2..2io ,, 1 X17 E RB VA2.2,, L PPROVED 12128/2018 12:00:00 AM RECESSED LED FIXTURE, TYP. — 7 �,\ T _ r , -1 - — 0 VICTOR MARK 'v( `1& DONALDSON 2X8 GUARDRAILS, TYP. __\_ I I L___-_I L----_ /2'-0" / I-I/2" SGHED. 40 _2.40.. HANDRAIL, EA. SIDE / OF STAIR, TVP. i 1 IJ f() rn I 9 III — T 123'-5 3/L6" I 123'-5 3/1b" 123'-5 3/16" MAIN FLOOR HEADER T.O. DECK L _ �1/ T.O. DECK'w/ T.O. DECK r TO REMAIN ARCHITECTURE1MCNICHOLS METAL STAIR ° PLANNING Im / TREADS AND LANDINGS. INTERIORS r \ TYP CENTRAL PLATFORMSINCE 1977J HEADER RE: STRUGT.A .-...., ' / . . . . ENG., TVP. r TrT► O i' ____ 3X12 DIAD. STRINGER RE: STRUCTURAL ENG. ARCH I T E C T S r Q 1 $ 1 _ BLOCKINGTO ` BTWN. STUDS 90 \1 B E N C H M A R K R 0 A D r JII m 114'-5" m _ STRINGERS ATT SUITE 20 T.O. DECKq \ ,., 114'-5" 114'-5° EXTERIOR WALL, TVP. BOX 53 a T.O. DECK T.O. DECK - c AVN 1 �+ 2 m m • a L� MAIN FLOOR HEADERO O 6 O `,.� L ` V 11 , TO REMAIN a -- 51-5" 970 , 949 , 5200 1, 3'-0" J _� / / \ I vmda@vmda. com 74 FAX 949 , 5205 11 r-_I in he —110 i..._, _ 3 X 12 DIAG. STRINGER _ _ L ,__I-I-1 I \ \ / / I 1 RE: STRUCTURAL ENG. 1I 1 1 _ 11 1111 11 -1 = o ir J cm m — I \-- I I [ - - — -- — — � \ — L1 105'-5"� \ B 1 T.O. DECK O 105'-5" 105'-5" I r 1 d1 m 0 V T.O. DEGK 4 T.O. DECK -° .L a_ MAIN FLOOR HEADER I ° 1 _ _ _ � 4/ L TO REMAIN J 1- r— 1 dJ M /I ir- / II J — 3 X 12 DIAG. STRINGER E RE: STRUCTURAL ENG. r 100'-O"�1,�1 ®� 100'-0"ji Alp 100'-0" 1 ii 1 J T G i‘ .....% )` Ni` 1 T.O. GONG. T.O. GONG. Z 0 — �T --'L-'VAT- 10\ 0 - E2D SO,T--- LVAT I ON , I LD I NG S-----GT- 10\ C.z:__. 5, ILDI \O S'CTIO\ = CO w _ ,.... SCALE: I / 4" = I' - 0" SCALE: I / 4" = I' - 0" SCALE: I / 4" = I' - 0" SCALE: I / 4" = I' - 0" al2 Et (leLO C)Oak = p CO —sM CO co � = L.� J O pQ W ? Wo = i: H r: CY Ill ¢o DO Z >1. 0 0 i c.) ZQ Q � J MECHANICALLY FASTEN A5 NECESSARY IN O J Q CORNERS THROUGH GRACE VYCOR PLUS C/) M " > / % c ooo 111 ° / EXTERIOR SHEATHING O O o o Z ICC SILL PLATE Ca o ` (SEE VGRDET-10A FOR OPTIONS) `O c o / GRACE r� VIGOR PLUS c o O EXISTING STUCCO, PATCH AND REPAIR41) \� ( ° 1 D D D ALUMINUM WEEP CASE \ SU W IT -'/Y0 _, ALUMINUM MIL. HEAD TEMPERED SAFETY GLASS NEW I X 4 POPLAR TRIM, O o ©COPYRIGHT FLASHING PTD. ° Victor Mark EXISTING SHEATHING VIGOR \ GRACE o GRACEVYGORNERtOR RDEER-tPATCHRECOMMENDED Donaldson TAPER TOP EDGE OF TRIM (sEE vGRDEr�rn ort VGRDET-soa FOR oPrloNs) Architects \I VYGORPUS All Rights 2 X 8 R.S. CEDAR TRIM TEMPERED SAFETY GLASS ilk; 4 • ° Nom, Reserved EXISTING HEADER �� SEALANT -�- 1IPS A. VISIT PRODUCT DATA SI EEGOM FOR THE MOST CURRENT DETAILS,INSTALLATION REV S I ON a �I i 1 5 �- VIDEO AND PRODUCT DATA SHEETS VIGOR EXISTING SILL '� -......- -,-/- � A .,/� �, ,� EXISTING STUDS D B. RIPCORDO CAN BE REMOVED FROM GRACE VIGOR PLUS FOR EASE OF SAWN KERF FOR DRIP - - 2 XR.S. CEDAR TRIM INSTALLATION ,6 SEALANT / G. INSTALL GRACE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS SEALANT SAWN KERF FOR DRIP WOOD STOPS FOR GLASS '- 2 X,b R.S. CEDAR TRIM co, D. IF APPLICABLE,LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE-IN FRAME (I 1/2" X2", TVP., NEW I X 4 POPLAR TRIM, DATE 12/1812018 FMD EXISTING SHEATHING • E. CHECK LOCAL BUILDING GODES FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VIGOR PLUS WITH HEATHER RESISTIVE BARRIER TO FORM WATER-SHEDDING LAPS TEMPERED SAFETY GLASS � DO NOT FLASH OVER BOTTOM NEW I X 4 POPLAR TRIM, EXISTING STUCGO, PATCH; .- EXISTING STUCCO, PATCH; DO OT FLANGE F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VIGOR BUM PTD. AND REPAIR AND REPAIR JOB NO. 1826 MID >n I \ OA - D------T-AIL5 SCALE: 1 1/2" = I' - O" A 1 \DOA SILL D'TAIL SCALE: I I/2" = I' - 0" n I \ OA , vD:TAIL7 SCALE: I I/2" = I' - O" 'GOI \STALLATIO\ ES) SCALE: N.T.S. AINEW WINDOWS TOBESNGLE PANE STAIR TOWER SHEET NO. A3 .2 00 OF b.41 t4,;'‘4.1V11 r c „ lik 94 4 )66 0 o] A2..2, A2.2,, I RB L PPROVED 12128/2018 12:00:00 AM RECESSED LED FIXTURE, - 1 VICTOR MARK DONALDSON in 2X8 GUARDRAILS, TIP. I 1 L----_I L----J - 2'-0" / / 2'-0" I-1/2" SGHED. 40 \ HANDRAIL, EA. SIDE \ OF STAIR, TYP. r 1� = i I Fl O \ l23'-5 3/Ib" l_ \ ' _I 123'-5 3/Ib" _ _ _H �_ 123'-5 3/L6" I MAIN FLOOR HEADER T.O. DECK r T.O. DECK T.O. DECK _ TO REMAIN ARCHITECTURE k r , PLANNING o r 1 ` INTERIORS 'fl J CENTRAL PLATFORM \ , _ .. \ SINCE 1977 �� TMP HEADER RE: STRUGT. (-I..? L TREADS AND LANDINGS. �, G G O METALT 1 O L- . . .� }s,, , ENG., TYP.m ® 3 X 12 DIAG. STRINGER ARCHITECT S \ \ =� Ll ® RE: STRUCTURAL ENG. r BLOCKING BTWN. STUDS itZo 1— � 90 V1 BENCHMARKROAD m r 7 J _= STRINGERS AT in I �j 114'-4 134" 9I – — — II4 -= EXTERIOR WALL, TYP.1 TO SUPPORT SUITE 5300 2 0 \ `�'T.O. DECK r\\ L I T.O. DEG a e Akk14 4 13/1b B 0 X 5 3 0 0 L T.O. DECK r �� J -. . MAN FLOOR HEADER AVON CO 81620 : r 1 ` TO REMAIN 970 , 949 , 5200 L 3' �� 5-5 .` [ .. - I vmda@vmda. com FAX 949 . 5205 L-� io ® [ 3 X 12 DIAG. STRINGER iN I I , � /I' b"/ 1 RE: STRUCTURAL ENG. 1 I117III_ 1 I 1=c m r =_ 00 105'-5" � - 1_ 11 p ` 105'-5" 9 1 105'-5" �iN \ T.O. DECK r \ - - - - a_ x —\ m T.O. DECK ° :\ T.O. DECK _ �a_ MAIN FLOOR HEADER I I / \ TO REMAIN J El . A L r- / art 1- L--1 - 3 X 12 DIAG. STRINGER A 100'-O" 1_ L �� RE: STRUCTURAL ENG. T.O_ GONr,� i. Au 100'-0" �® \ "100'-O" n T.O. GONG. T.O. GONG. Z Q — - 'AST '-----L'-VATIO\ 0 , SO,T- 'L'VATIONailLDI \O S'----GTION - ILDI \G S'----GTION__(..,=/7) = CO w SCALE: I / 4" = I' - O" � SCALE: I / 4" = I' - O" SCALE: I / 4" = I' - O" SCALE: I / 4" = I' - O" , Cle � LO_ C/) = 0c0 � - 1.� J O — pQ w W0 CY = w 0 4CC6 >I. ° 0 IY . cm, Z <aCC °15 C, J WV Q > M —J > z Q CO Ca a-- o 0 : :rrL ©COPYRIGHT Victor Mark Donaldson 0 Architects All Rights Reserved iiiiii...._1, _, KIM 12/18/2018 X1 _ 1826 I SOUTH STAIR TOWER _76144.111(‘o - A3 . 3 feel OF,v4e, a IIII r c et I'' ARB APPROVED 1 12128/2018 12:00:00 AM A2.3, ALUMINUM WEEP CASE COPPER FLASHING ALONG ROOF/WALL I I I I I I INTERSECTION INTERLOCKING COPPER SHINGLES ON HIGH "' 2TEMPERATURE ICE AND HATER SHIELD ON 8" A2.3 GDX PLYWOOD ON 2 X 8 RAFTERS RE: 3'-0" STRUCTURAL ENGINEER. / V I C T O R MARK _2x 8 AT 24" 0/C RE: STRUCT. ENG. D 0 N A L D S 0 N N COPPER EDGE FLASHING V r 2X 4 R.5. CEDAR ON 3 X 10 R.5. CEDAR ON 2 / N X 8 SUB FASCIA. 1 /' i j \ 1O / i" T $ G CEDAR CEILING, TO MATCH EXISTING / ,6 X,6 POST / O ___/-7-/-,7i:N, N" 12 �� \� 6X12 545 CEDAR WITH TAPERED ENDS ARCHITECTURE b X a CEDAR BEAM \� /,---'--,,, \ '(' X a CEDAR BEAM , PLANNING Zsk RE: STRUCT. ENG.. I � to � R : STRucT.ENG.. INTERIORS �� \ SINCE 1977 /r� .A.N l*N o ARCHITECT S , - COPPER EDGE FLASHING — \ \ 90 VI BEN C H M A R K R O A D SUITE 20 , I'-k" 8X8CEDAR HAUNCH > I BOX 5300 / k RE: STRUCTURAL ENG. AVON , 0081620 / 5" 4, 5" / 970 . 949 . 5200 k k PROVIDE SISTER STUDS EA. SIDE OF HAUNCH O vmda@vmda. com m AND BEAMS RE: STRUGT. ENG. m FAX 9 4 9 . 5 2 0 5 SECURE BEAMS AND HAUNCHES WITHIN WALL CAVITY RE: STRUCURAL ENGINEER, TYP. , IO N• I I I 1 / I 5'-5" / — , I I I I I II ' r CiD I ) RQQ_ SA6L - LAT-RAL SCTQN RQQ_ SA6L - LQ\ST \AL SCTQN Z Ce) SCALE: I" = I' - O" C2-} SCALE: I" = I' - O" Cti .11 = OM Lii OM cle — N- CZ = L. _ DO 2" CLEAN 4 COMPACTED . w J 0 BEDDING 4 JOINT SAND UJ `J 5/8 WIR560 SNOW-MELT SYSTEM 4 X 8 P.T. TIMBER C ON#IOx#10 -b xb E.W.W.M. G w fl 111119 4 x 8 PRESSURE TREATED TIMBER I 1/2" DOW BLUE BOARD (25 PSI) EXISTING LANDSCAPING CVO Q RIGID INSULATION V 0 SAILOR COURSE BORDER Q PLAZA SERIES PAVERS (2:3 PROPORTION) ;.244d o /\ja \/\ V Q 6414.11.0114.11.0114.11.011411.0. aCC °15 C) J y j•ith1a•UPy4•01y4:Ufte ,6 OF ROAD BASE -MATERI• :L:• •n.•strot / e ....le rediagrataagrate , . .altztilitzet, 2 c.) zt > ., \ / ' 7'*7-''-/ t'-'7\- - - \ \/ / /\/MASONRY PAVERS,2 3/4 THICK. Co / / / /PAVESTONE PLAZA SERIES W/ = (CZ \ /�\/�\A PAVESTE E "HOLLAND SERIES \/�\ /�\ f 41111) PRIMTR ROW. Z Oa CO T" CAL PAVER DETAt C5) SCALE: I" = I' - O" - - - _ 71, 11' 3 0 _,, 13-yi 77A _, 5 A53 L ©COPYRIGHT / 4'-0" / Vr Mark Dot�a dson Architects 410 All Rights 2" CLEAN 4 COMPACTED Reserved BEDDING. $ JOINT SAND 5/8" 1/4IR5B0 SNOW-MELT SYSTEM ON#IOx#IO -,6"xb" E.H.H.M. S \& [1 I 1/2" DOH BLUE BOARD(25 PSI) EXISTING LANDSCAPING RIGID INSULATION I \ ,II11111111111111111111111111111&tee A r AV. � h OIIIIIo IIIIIIIIIIIfJjI�IIIIIIlRl1IEIIl1I� 1IIl1IIIII��IIIIl1IIIIIIl1�IfI1IIIIIIl11IIIIIIIICONTRACTOR TO VERIFY LOCATION, 12/18/201 8 /\///‘ \\ i :•�•� t;•�•il;•�•11%�•�•11••�`li`•'a TYPE AND ELEVATIONS OF EDGE KIM - / I ,6" OF ROAD BASE - MATERIAL �q�• tea etrai eret ret• •��� RESTRAINTS AROUND THE PERIMITER /L •��� .'����.� ��••�.���•�.��•�•�.��•• _ \ \AREA TO BE PAVED. tHE BASE _ IC , — 1826 I \ � ING PAVE EDGE"PAVE5T0 �� .__ � STRdJGTdJREPARTAL ERK PAVER PLA\ \ /\�/\�/\�/\�/\��PERIMETER �i /\� GABLE ENTRIES C5) SCALE: I" = I' - O" T 'PAL AAL<AA' DETAIL - - � A3 .4 SCALE: I" = I' - O" MINIIMimm. _ *VI OF fr. , EXISTING STUCCO 3 I/8" X 1 1/2" R.S. Zs EXISTING CEDAR GLUCAN ^7 PLYWOOD 1/4" CLEAR BETWEEN STUCCOS "TREX EX. STUCCO I (GUARDRAIL) 94'0 51/4417' TRANCEND DECKING(TO BE GUT TO SIZE AT j1-10011431- /' X011#/'/ EDGES WHERE DECKING ADJOINS BUILDING DRB NEW 2X6 "TREX APP 2018 VED TRANCEND 12/2; 2018 12:01:00 AM I % . DECKING z NEW 3 in xl j" R.S. _ EX. NALL FRAMING 0 I _ — CEDAR GLULAM TOP `Q w CONT. NEW PAINTED GALVANIZED FLASHING ON ALL RIM RAIL (GUARDRAIL) m EXISTING RIM JOIST _ JOISTS,EXISTING DECK JOISTS THAT ARE EXPOSED TO b < � OR BLOCKING I MOISTURE. (STAIRS,AND COVERED BREEZEWAY JOISTS X ARE NOT EXPOSED) A43V I / 8 I CTO ONA RDSON A43 NEW2X6 "TREX TRANCE ' DECKING 2X6 BALUSTERS,CUT TO PATCH $ REPAIR DAMAGED $ z SHAPE TO MATCH EXISTING. % DEMOLISHED S7UCG0 (DUE TO ADDITION = X ��1 OF NEW FRAMING) COLOR AND TEXTURE w SHALL MATCH EXISTING in v I \ -- — — —\ 1lFivammmimimimmv NEW FRAMING,SEE T30 STAR DRIVE BRONZE STRUCTURAL PLANS FASTENERS (TOP AND NEW 24) TREX TRANGEND DECKING BOTTOM,TYP.) _ 2)0BALUSTERS,CUT TO -44 li SHAPE TO MATCH EXISTING. NEW 6x14 WOOD BEAM,SEE •41810"-_ CONT. NEW PAINTED GALVANIZED STRUCTURAL PLANS FLASHING ON ALL RIM JOISTS, EX. STUCCO EXISTING DECK JOISTS THAT ARE ARCHITECTURE I EXPOSED TO MOISTURE. (STAIRS, PLANNING AND COVERED BREEZEWAY JOISTS ____2 EXISTING RIM JOIST T3O STAR DRIVE BRONZE EX. NALL FRAMING ARE NOT EXPOSED) INTERIORS OR BLOCKING NEW 4x8 FRAMING,SEE FASTENERS(TOP AND SINCE 1977 STRUCTURAL PLANS BOTTOM,TYP.) -111810- \ b HOOD POST,SEE CONT. NEW PAINTED GALVANIZED FLASHING ON ALL RIM NEWbxl4 HOOD BEAM,SEE STRUCTURAL PLANS JOISTS,EXISTING DECK JOISTS THAT ARE EXPOSED TO STRUCTURAL PLANS ARCHITECT S MOISTURE. (STAIRS,AND COVERED BREEZEY�WY JOISTS D=TAIL ARE NOT EXPOSED) 0990111 BENCHVARKROAD PATCH DEMOLISHED EXISTING STUCCO(DUE TO NEW SCALE: I" = I' - O" SUITE 2 0 7 FRAMING) COLOR AND TEXTURE SHALL MATCH EXISTING B 0 X 5300 NEH,b HOOD POST,SEE AVON , CO 81620 EXISTING STUCCO STRUCTURAL PLANS 970 . 949 . 5200 "__- , 3 1/8" X1 1/2" R.S. vmda@vmda, com EX. STUCCO I CEDAR (GUARDRAIL)AM FAX 9495205 On 1:)=-'-----TA L SCALE: I" = I' - 0" EX. WALL FRAMING z if) 0 1- Q X ak GALVANIZED METAL GAP FLASHING OVER ® NEW2X8 "TREX TRANCE ' DECKING 247 BALUSTERS,CUT TO iqr BITHUTHENE AT ALL BEAMS, RIM JOISTS, SHAPE TO MATCH EXISTING. DECK JOISTS EXPOSED TO WEATHER, TYP. 1� \ = C/1) IP 1 __ i i o BITHllTHENE I VT30 STAR DRIVE BRONZE . W JIx NEW 4x8 FRAMING,SEE FASTENERS(TOP ANDock STRUCTURAL PLANS BOTTOM,Trp.) NEW OR EXISTING DECK BEAM TO REMAIN cle - N- �i CO � CO CONT.NEW PAINTED GALVANIZED NEN,6x10 HOOD BEAM,SEE FLASHING ON ALL RIM JOISTS, STRUCTURAL PLANS J m III CO EX. STUCCO EXISTING DECK JOISTS THAT ARE EXPOSED TO MOISTURE. (STAIRS, NEWbxb WOOD POST,SEE C J A AND COVERED BREEZEWAY JOISTS Z EX. WALL FRAMING ARE NOT EXPOSED) STRUCTURAL PLANS = Q �o w 0 T 'F . EEA ETA L Qz go 070 SCALE: 3" = I' - O" 1:7-=-----TAIL O _ie.., Za 05 SCALE: I" = I' - O" ACC e -j O J < L EXISTING SLIDING GLASS CO J > DOOR OR ENTRY DOOR EXISTING SLIDING GLASS1111:C DOOR OR ENTRY DOOR Z EXISTING STUCCO EXISTING DOOR Ca t i t ] THRESHOLD EDGE Q EXISTING V NEW "J" WEEP NEW GALVANIZED THRESHOLD FINISH FLOOR NE• W GALVANIZEDI �THRESHOLD SCREED BOTTOM EDGE)(STUCCO FINSH •FLOOR ' e FLASHING TYPICAL NEW Ix CONT. CEDAR TRIM TO "TREX TRANCEND .N3.1 PATCH STUCCO TO MATCH MATCH EXISTING \ DECKING AT WHERE EXISTING FLOOR EXISTING,COLOR $ TEXTURE Th_M3 D DEXISTING FLOOR . \ ASSEMBLY / J Ll _77A- ------____ NEW .ONT. GAL. FLASHING 1. 0 ASSEMBLY �z I \\ DECKING ADJOINS p BUILDING i • lu g \ - NEW DECKI/ j//��j ©C O P Vict Rr Mar k Q CONT. NEW PAINTED 00,11,,,,,,,...14L , Dona Idson > ➢ X I/8" GAP \ ` GALVANIZED FLASHING Architects All Rights • / � . DECKING///A Reserved 1 EXISTING OR NEW 1/2" PLYWOOD CONT. NEW PAINTED EXISTING FLOOR GALVANIZED FLASHINS EXISTING FLOOR !° _ EXISTING OR NEW LEDGER, FRAMING REVISION FRAMING CONT. NEW PAINTED SEE STRU� L SEE STRUCTURAL PLANS CONT. LEDGER, GALVANIZED FLASHING \ NEW DECK FRAMING,SEE STRUCTURAL EXISTING ‘, DATE 12/18/2018 BLOCKING - EXISTING 5711000 I� NEW DECK FRAMING,SEE NEW 20 GAGE GALVANIZED 1826 / STRUCTURAL /= O FLASHING JOB NO. 44111111 EXISTING WATER PROOFING ,04111111/ EX. WALL FRAMING DETAILS EXISTING CONC. WALL EXISTING PLYWOOD 03, 1:7—TAIL SHEATHING SCALE: 3" = I' - 0" EXISTING STUCCO DETAL D'TAL SHEET NO. A4 . 1 N (0)-.' SCALE: 3" = I' - O" 0117 SCALE: 3" = I' - O" \OT — ---D 1 :31.) SCALE: 3" = I' - 0" X4114 OF = c et 3 1/5." X 1 I/2" R.S. — 3 1/8" X 1 I/2" R.S. CEDAR GLULAM CEDAR GLULAM 01 # (GUARDRAIL) (GUARDRAIL) �0 DRB APP"OVED 12/2; 2018 12:01:00 AM NOTE: RE STRUCTURAL — DETAIL SECTION I SHEET 5.10 FOR GUARDRAIL ATTACHMENT REQUIREMENTS 0 iz z z 1 ( N kr) - w Z w cn _IN m Q ,6 < VICTOR MARK NW DONALDSON 0 a ggar ® NEW�xb "TREX TRANCEND DECKING 2xb BALUSTERS,CUT TO NEW2xb "-REX TRANCEND DECKING 2x,6 BALUSTERS,CUT TO SHAPE TO MATCH EXISTING. SHAPE TO MATCH EXISTING. —\ IL ........, / ` T30 STAR DRIVE BRONZE T50 STAR DRIVE BRONZE NEW FRAMING,SEE .— FASTENERS (TOP AND NEW FRAMING,SEE FASTENERS(TOP AND STRUCTURAL PLANS //// STRUCTURAL PLANS BOTTOM,TYPJ >` ` BOTTOM,TVP.) NEW 10x12 WOOD BEAM,SEE ` NEW 10x12 WOOD BEAM,SEE STRUCTURAL PLANS STRUCTURAL PLANS ARCHITECTURE CONT. NEW PAINTED GALVANIZED CONT. NEW PAINTED GALVANIZED FLASHING ON ALL RIM JOISTS,EXISTING PLANNING EX. STUCCO FLASHING ON ALL RIM JOISTS, EXISTING DECK JOISTS THAT ARE DECK JOISTS THAT ARE EXPOSED TO MOISTURE. (STAIRS,AND COVERED INTERIORS BREEZEWAY JOISTS ARE NOT EXPOSED) SINCE 1977 EXPOSED TO MOISTURE. (STAIRS, EX. WALL FRAMING /\ \/\ \/ \/ \ �- AND COVERED BREEZEWAY JOISTS \ \ \\/\ \/ \/ \ ARE NOT EXPOSED) \/\/\ / \/ \/ \/ / / / � / / / ARCHITECT S 1:7-irAIL i\\/\ ,4r '' '>. it'`\'%z /\/\/\/\/\/\/\/ 9 0 IV B E N C H V A R K R 0 A D 0 SCALE: I" = I' - ,\\ \\/,\\\,\\\/,\\\ \/,\ ,�\,�\,�\,�\,�\,�\,�\ SUITE 2 0 7 BOX 5300 AVON , CO 81620 970 . 949 . 5200 vmda@vmda, com FAX 949 . 5205 • co cl Vl' TGR o t i 1Q,: D4iiiiippy- i Qr") ) \" ii. V M .— = CD Z 0 II .1 Oa c-LIm _ FY 1-0 = co � = o � M m co WZ W v o czro LEzmi W 0 QZ � OO A C) M ° 0 Q Qdal( CC) .>. OJ < 2 V Q > 0 -I > = Q Z 0 CO IBUILINCING Irj HU1DT ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved REVISION (1) 7-27-12 DATE 3/3012018 JOB NO. 1803 DETAILS SHEET NO. A4 .2