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HomeMy WebLinkAboutB18-0514_Approved Plans_1543881404.pdf Ito OF P4, P J t hop .c/1s vA1L RACQUET CLUB ... CONDOMINIUMS BUILDING 6 VICTOR MARK DONALDSO ! VAIL RACQUET CLUB DRIVE VAIL, COLORADO 81657 N GENERAL NOTES 14. COORDINATE ALL TRIM PROFILES AND CONFIGURATIONS WITH 20. APPLICATIONS FOR PAYMENT SHALL BE SUBMITTED TOOJAINER / AGENT: CONTRACTOR RESPON51 B I L I TIES $ GUI DEL I NES: OWNER OR ARCHITECT TO MATCH EXISTING AND/OR ADJACENT OWNER WITH BACK-UP DETAIL REQUIRED BY CONTRACT FOR D RA H I NO I N E7 E X VA I L RACQUET CLUB TOWNHOMES CONDOMINIUMS CONDITIONS, VIA THE SUBMITTAL/SHOP DRAWING PROCESS. CONSTRUCTION A5 WELL AS IN CONFORMANCE WITH LINE ITEM STEVE LOFTUS, DIRECTOR OF MA I NTENANCE i 01. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS, FIELDT1.1 TITLE SHEET / CONSTRUCTION REQUIREMENTS 4)45 VAIL RACQUET CLUB DRIVE CONDITIONS $ UTILITY LOCATIONS ONSITE PRIOR TO SUBMITTAL BUDGET 50 AS TO READILY DETERMINE % COMPLETE ON A LINE VAIL, COLORADO 81651 ARCHITECTURE OF BID PROPOSALS, ORDERING MATERIALS OR ENGAGING INTO 15. REFER TO ALL ARCHITECTURAL, STRUCTURAL, $ ANY ITEM BASIS. AO.O BASEMENT LEVEL DEMO PLAN STEVELOFTUS@VAILRACQUETCLUB.GOM CONTRACTS/SUBCONTRACTS. A0.1 FIRST LEVEL DEMO PLAN PHONE: 410-471-30,62 / FAX: '1"70-477-30,61 PLANNING SPECIALTY CONSULTANT/ENGINEER DRAWINGS ATTACHED TO INTERIORS 02. NOTIFY ARCHITECT OF CONFLICTS OR DISGREPANGIES IN A02 SECOND LEVEL DEMO PLAN SINCE 1977 THESE PLANS IN ORDER TO FULLY DETERMINE THE 21. UPON COMPLETION OF THE WORK $ INCLUDING PERFORMING ARC TsCT THE DOCUMENTS OR NEED FOR ADDITIONAL INFORMATION SPECIFICATIONS FOR ALL MATERIALS USED ON THIS PROJECT. IF THE WORK ON HIS OWN PUNCH LIST, CONTRACTOR SHALL NOTIFY AI.O BASEMENT LEVEL PLAN IMMEDIATELY UPON DETERMINING EXISTING FIELD CONDITIONS $ A1.1 FIRST LEVEL PLAN $ ENLARGED PLANS VICTOR MARK DONALDSON ARCHITECTS ARCHITECT S VERIFYING NATURE OF CONFLICT OR DISCREPANCY. THERE ARE ANY CONFLICTS OR OMISSION IN THE PLANS OR OWNER OF COMPLETION 50 AS TO ALLOW THE OWNER TO AI.2 SECOND LEVEL PLAN $ ENLARGED PLANS CHRIS JUERGENS : PRINCIPAL 03. AREAS OF CONFLICT OR DISCREPANCY MUST BE FULLY SPECIFICATIONS IT 15 THE RESPONSIBILITY OF THE GENERAL REVIEW FOR CONFORMANCE.TO THE DOCUMENTS AND, IF NEEDED 004 BBOX 5300BENCHMARK AVO ROAD, SUITE COLORADO01 81620 90 W B E N C H V A R K R 0 A D CONTRACTOR TO CONTACT THE ARCHITECT AND/OR THE OWNER ISSUE A PUNCH LIST FOR FINAL COMPLETION. A2.1 NORTH WEST ELEVATIONSPI I I T F ') (� 7 RESOLVED WITH WRITTEN APPROVAL FROM ARCHITECT OR A22 SOUTH $ EAST ELEVATIONS PHONE: 410.444.5200 / FAX: 440.444.5205 OWNER BEFORE CONSTRUCTION CONTINUES IN ANY AFFECTED TO RESOLVE THE ISSUE. A2.3 ENLARGED ENTRY ELEVATIONS E-MAIL: chrisj@v►ida.corn BOX 5 3 0 0 AREA OF WORK. 22. PROVIDE NECESSARY TEMPORARY SHORING AND BRAC I NG FACE-OF-FRAMING - TO SUPPORT AND PROTECT PORTIONS OF THE EXISTING BUILDING A6.I DETAILS AVON , C 0 816 2 0 FACE-OF-CONCRETE04. PLAN IUNLESS NOTED OTHERWISE. OR Ib. AS A PART OF PROJECT CLOSE-OUT, FURNISH TO THE OWNER A62 ENLARGED DETAILS STRUCTURAL ENS I NEER: 970 . 949 . 5200 16 GR055-SECTION VERTICAL ELEVATION DIMENSIONS ARE TO ALL WRITTEN $ GRAPHIC MATERIALS FOR ANY $ ALL DURING DEMOLITION OPERATIONS. LEAVE SUCH SHORING IN MONROE $ NEWELL ENGINEERS, INC. TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES EQUIPMENT, HARDWARE $ SYSTEMS INCLUDING WARRANTI E5, PLAGE UNTIL PERMANENT ENGINEERED SUPPORTS HAVE BEEN A7•I WINDOW FLASHING DETAILS CRAIG CARROLL PE C h r I S j @ v m d a. C 0 m OR BEAMS, UNLESS NOTED OTHERWISE. A72 WINDOW FLASHING DETAILS ID 01VE NCOLORADO 80202 P ST. STEL200 FAX 949 . 5205 INSTRUCTION MANUALS, INSTALLERS MANUFACTURERS NAME INSTALLED. BE SOLELY RESPONSIBLE FOR DESIGN, SAFETY AND ADDRESS. ALL EQUIPMENT SYSTEMS FIXTURES SHALL HAVE A ADEQUACY OF TEMPORARY SHORING AND BRAG I NG ITS A8.1 ROOF PLAN DETAILS PHONE: 303 ,623-4427 FAX: 303,623,6,602 .�. .;:-• " ' 05. PROVIDE ALL NECESSARY BLOCKING IN FRAMING CAVITIES A8.1 ROOF DETAILS E-MAIL: GGARROLL�MONROE-NEWELL.GOM er; ``* FOR MISCELLANEOUS INSTALLATIONS NECESSARY FOR SUPPORT, MINIMUM OF A ONE (1) YEAR WARRANTY THE CONTRACTOR ABILITY TO CARRY THE LOAD INTENDED. ,, ' L' 04c OR MANUFACTURER/INSTALLATION INSTRUCTION, .FURTHER WARRANTS AGAINST FAILURE OF ALL VARIOUS 51.0 FOUNDATION PLAN $ DETAILS 1 <.;\\\ WHETHER SHOWN ON THESE DOCUMENTS OR PROV I DED UNDER 52.0 ROOF FRAM 1 NG PLAN ' TOR SEPARATE DOCUMENTATION BY OTHERS. SYSTEMS INSTALLED, CONSTRUCTED OR CAUSED TO BE 23. REFERENCE SUPPLEMENTAL INSTRUCTIONS FOR ADDITIONAL 9, INSTALLED FOR THE PERIOD OF ONE (I) YEAR AFTER DATE OF PROJECT REQUIREMENTS. y 1,s - ►clN 0,6. COORDINATE $ VERIFY ALL ROUGH-1N LOCATIONS $ p� 4 REQUIRED CLEARANCES FOR ELECTRICAL SERVICE $ FIXTURES FULL OWNER ACCEPTANCE. i (IF ANY) WITH INFORMATION PROVIDED HEREIN $ PROVIDED BY \\N.,://, OTHERS. DETERMINE IN ADVANCE THAT EXISTING FIELD �' , , �` CONDITIONS ALLLOW FOR ALL SUCH ITEMS TO FIT WITHIN 17. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED BY OJAI.N= ITEMS: FRAMING, DETAILS, ARCH I TECTURAL ACCOUTREMENTS, ETC. IN CONTRACTOR TO OWNER. SEVEN CALENDAR DAYS MAY BE F RO J E Ci T D E S Ci R I FT I O N: ACCORDANCE WITH APPLICABLE CODES $ MANUFACTURER NEEDED TO REVIEW RFI 15 ONCE WRITTEN RFI'S ARE RECEIVED. A. OWNER TO PROVIDE NEW GRIP STRUT STEPS AT BACK DATA. PORCHES. NEW FRONT ENTRIES $ RE-SKIN FOR BUILDING G;SIMILAR TO PREVIOUSLY APPROVED BUILDINGS F, J 4 K. Cla 01. VERIFY ALL POWER ROUGH-IN LOCATIONS FOR EQUIPMENT I . MATCH EXISTING CONSTRUCTION MATERIALS, TEXTURES, B. OWNER TO REMOVE $ STORE ALL STORM DOORS AND/OR LIGHT FIXTURES (IF ANY) IN ADVANCE OF ORDERING OR INSTALLATION CONSTRUCTION GTION ITEMS. COLORS $ FINISHES FOR THE FOLLOWING AREAS OF WORK: C. OWNER TO CONTRACT SEPARATELY FOR ROOF REPLACEMENT. I- �J LU ROOFING CONTRACTOR WILL BE RESPONSIBLE FOR THE DEMO OF Z V il 05. IN THE EVENT THAT ADDITIONAL DETAILS OR GU I RANGE 15 • DOORS TRIM SURROUND I NG TRIM ALL ROOF SURFACES EXCEPT THE ENTRY AND UTILITY CLOSET Ci O E7 EE V I E H: ROOFS. ROOFING CONTRACTOR WILL BE RESPONSIBLE FOR 2 0 NEEDED BY THE GENERAL CONTRACTOR FOR CONSTRUCTION OFZONING DESIGNATION: TOWN OF VAIL (HDMF) uJ • STUCCO TEXTURE INSTALLATION OF THE NEW ROOF SURFACES ON ALL ROOFS ANY ASPECTS OF TH 15 PROJECT, HE SHALL IMMEDIATELY NOTIFY • LOOWNER. • EXTERIOR DETAIL5, RAILINGS AND OTHER AREAS INCLUDING ENTRIES OCCUPANCY GROUP: R 2 U UTILITY CLOSETS. z 0 W � J LO FEATURES UNLESS DIRECTED OTHERWISE IN THE CONSTRUCTION 1YPE: V - B (NON-RATED) Q = 0 o0 4. BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES. D. OWNER TO PROVIDE ALL NEW LIGHT FIXTURES = 0 CODE COMPLIANCE 15 MANDATORY. THESE CONSTRUCTION DOCUMENTS. NO. OF FLOORS: 2 FLOORS $ BASEMENT (GARDEN LEVEL) Z z ey Li ji- OLLIU DOCUMENTS SHALL NOT PERMIT WORK NOT CONFORMING TO RO NO S=OUENCs/COO NAfi ON: FULLY SPRINKLED: NO a V D -1- RELEVANT RELEVANT GODES GOVERNING THIS PROJECT. GOVERNING CODES: - I . PROVIDE ALL SUBMITTALS A5 REQU I RED BY OWNER I N PDF 2015 IBC, AND ALL ADOPTED TOWN OF VAIL 0 5C 0 Q 10. FIELD COORD 1 NATE AND OBTAIN APPROVAL FROM THE FORM EXISTING ROOF AREAS: CODES. m OWNER AND/OR STRUCTURAL ENGINEER BEFORE ANY CUTTING, LLJ NOTCHING OR DRILLING OF ANY CONCRETE, STEEL FRAMING, OR 1. ROOFER SHALL REMOVE EXISTING ROOFING MATERIALS DOWN H J ANY OTHER STRUCTURAL ELEMENTS WHICH MAY IN ANY WAY REQUIRED SUBMITTALS BY CATEGORY TO VERT I CAL BATTENS. SIDING DEMO TO BE COMPLETED BY X =moll Q AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. CONTRACTOR. W NO WORK INCLUDED WITHIN OR AFFECTED BY ANY SUBMITTAL 2. ROOFER SHALL ADHERE ICE AND HATER SHIELD ONTO aCC 11. ALL NEW REMODEL WORK SHALL BE COMPLETED IN A PREPARED WALL SUBSTRATE MINIMUM OF 24". STEP SHINGLES TO WORKMANLIKE MANNER, IN ACCORDANCE WITH ALL SHALL BE COMMENCED UNTIL SUCH TIME AS ALL RELATED BE INSTALLED ACCORD I NG TO MANUFACTURES SPECIFICATIONS. REQUIREMENTS OF ALL CURRENT GODS REGULATORY SUBMITTALS ARE RECEIVED AND (RESUBMITTED, IF NEEDED) REQUIREMENTS ADOPTED BY THE GOVERNING MUNI G I PAL I TY $ OTHER AGENCIES HAVING JURISDICTION, INCLUDING ALL RETURNED AS APPROVED. 3. SIDING CONTRACTOR SHALL COMPLETE SIDING DEMO ON AMENDMENTS THERETO. ADJACENT WALL AREAS AND INSTALLATION OF 1/2" 05B AND ` ` 13 H e II II II THEN INSTALL TYVEK AND NEW SIDING ON WALL AREAS PER 13) i RA II12. SUBSTITUTIONS OF EQUAL OR EQUIVALENT PRODUCTS MAYDRAWINGS. BE ACCEPTABLE WITH OWNER OR ARCHITECT WRITTEN 4. ROOFER SHALL INSTALL NEW ASPHALT SHINGLE ROOF APPROVAL. IN ADVANCE, SUBMIT DETAILS (IF NEEDED), ALL ©COPYRIGHT PRODUCT DATA, SPECIFICATIONS, FEATURES, OPTIONS, FINISHES, NEW ENTRY ROOFS: Victor Mark ETC. IN ORDER TO DETERMINE ACCEPTABILITY. IF BIDDER LOCAfi I ON MAP Donaldson INCLUDES ALTERNATES TO THE BID DOCUMENTS, THEY MUST All Rights SUPPLEMENT THEIR BID WITH RELATED MANUFACTURER I. CONTRACTOR SHALL DEMO EXISTING ROOF, SIDING Reserved LITERATURE, ETC. TO DEMONSTRATE APPLICABILITY A5 A SHEATHING. E3U I LD I NG G "4-: 4 �r*V , '- } --. r ,7; ., REVISION QUALIFIED ALTERNATE OR SUBSTITUTION. 2. CONTRACTOR SHALL FRAME NEW ROOF, SHEATH ROOF - ` �'' '�� � �k 13. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION MALLS. l' A '; �Iti", : ':.:444:: -4. -::-C-':-:'-- , ' SUPPLIES AND EQUIPMENT TO PROV I DE A COMPLETE PROJECT3. ROOFER TO ADHERE NEW 1GE AND WATER 5H1ELD UP WALL WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY THAT DATE 10131/2018 ALLOWS FOR FINAL CERTIFICATE OF OCCUPANCY TO BE ISSUED TRANSITION 24 MIN; INSTALL CUSTOM 51DEWALL FLASHING, ,� A, �, �, BY THE AUTHORITY HAVING JURISDICTION. DETAILS TO MATCH THE PREVIOUS INSTALL ON BUILDINGS F, J $ K. \ �� r•4 ti ,q, ,-. . , \ i41 ti �,, _ ,, \�\. JOB NO. 1804 4. ROOFER SHALL INSTALL NEW ROOF PER DRAWI NG5 �s - j � y `S C ; ,4 � ' ;:t.,e I9arl Musicmi. T 4 �"� '''.7- Z.•(•* • i TITLE SHEET g__,:#,-., ,,, i -.•/,,, , 1, ,,orvz...40:tikry , .-. , - SHEET NO. T1 . 1 „,,7401*44, i.,*'12 ec % e r- ° r, 0, „., I I -o 11------1111------1111 II L II II II-11 II -1 I_ ❑ II-----A ILII I I I L hop J 12/03/18 }{ < o UP H < °UP J ;III I -1 1111 I _ I 1111J J ' __.[— V I I CTOR MARK DONA LDSO :ti BED #1 BED #1 BED #1 BED #2 U INII '1 L J _ BED #2 BED #2 ---- 7\= e UPllP° > TG ---=_2T 5 _ - : , N T G = 5 H J iIL _ /III H J A / .4- \01 [I-) _r-r / ri 0 / — J , ARCHITECTURE \ 0 ' BATH #2 BATH #2 BATH #2 _ PLANNING S ° . BED #I BED #I _ °Th ' \/ 110 • • 011 Lr - SINCE0 1977 0 • BED #2 BED #2 T UN T 5 = /�_ UN G = 5 A 1 T o ARCHITECT S BATH #10 _ STORAGE `� BATH #10 0_ STORAGE STORAGE BATH #1 90 \N BE N C H V A R K R O A D / -r - QIIIT 7) 1) 7 % / / O _ (---r 0: I.D BOX 5300 1 1 - r _ _ - r AVON , CO 8 1 6 2 0 _ � o BATH #� � � � � BATH #2 0 � � 970 . 949 . 5200 - , 21S� !� v 0 1 0 Chrisj vmda. com 1@ r FAX 949 . 5205 /\ /\ r D -, ,,ate;, ::. ,"",�w BATH # 0 _ STORAGE STORAGE O 0BATH #1 ,, C ( ,, I 4 �`' 10 c TOR/ \ D_ . , il o —N. i,, ,f);1 ° ' c Ap ..% EASVTNLEVEL E7VQ FLAN CO 01 SCALE: 1/4” = I' - 0" F mm, W Z CND f: 2 im a w 0 WDLo QO = Uo flatzo 0 GENERAL DEMOLITION NOTES W o V D _I- THE THE FOLLOWING NOTES ARE TO ASSIST IN COORDINATION 0 D Cr 0 Q WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD OF OF CARE AND INSURANCES IN PLACE. w fit I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL F- J BUILDING OFFICIAL SHALL BE SUBMITTED BY X immJ Q CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO w > WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL 15 RECEIVED BY BUILDING OFFICIAL. (CC . MAINTAIN EXISTING MEANS OF EGRESS A5 REQUIRED DEMOLITION ��� NOTES _2. BY BUILDING OFFICIAL. //// 3. WHERE REQUIRED S, DEMOLITION OR OTHER IN [U] [ I D) CI IKI A. REMOVE EXISTING GUARDRAILS, CONCRETE PAD (OR DECK) PROJECT REQUIREMENTS, ALL SERVICE UTILITY, FIRE STRINGER 4 STEPS, PREP FOR NEW PROTECTION $ ANY POWER SHALL BE DISCONNECTED AND GAPPED IN STRICT ACCORDANCE WITH THE p1 FaNib I 1 B. !i!i!i�ii!i!i�i�i!1 REMOVE EXISTING STUCCO 4 FRAME APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY WALL DISTRICTS AND ALL PERTINENT CODES. G. ' REMOVE CONCRETE SLAB, PREP FOR 4. PROTECT ALL SURROUNDING WALL SEPARATION ©COPYRIGHT 1 r NEW RATINGS $ FLOOR/CEILING ASSEMBLIES TO THEIR FULL Victor Mark 1 INTEGRITY - ADVISE OWNER OF ANY CONCEALED Donaldson BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION Architects 50 AS TO ACCOMMODATE COSTS THEREFORE. All Rights D. REMOVE SIDING, TIMBER BEAMS 4 SUBSTRATE TO Reserved EXISTING STUDS, STUCCO REMAINS U.N.O. PREP FOR NEW PROTECT ALL MECHANICAL DUCTS (RETURN SUPPLY- SUBSTRATE, RE: ELEVATIONS. SUPPLY- TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN REVISION MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE E. REMOVE,6X6 POSTS, BEAMS AND ROOF. CLEAN AIR OR DISRUPT ADJACENT OPERATIONS. ,6. CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR F. CONCRETE SLAB TO REMAIN, PREP FOR STAMPED AREAS 4 PUBLIC AREAS FREE OF ALL DEBRIS, 4DATE 10/31/2018 CONCRETE TOPPING. MATERIALS FOR THE DURATION OF DEMOLITION $ NEW CONSTRUCTION, EXCEPT IN AREAS DESIGNATED BY G. CONCRETE SLAB TO REMAIN, OWNER TO PROVIDE OWNER STAIR TREADS A5 REQUIRED. JOB NO. 1804 1. PROPER TRASH REMOVAL SHALL BE COORDINATED H. DECKS TO REMAIN. WITH PROPERTY OWNER. BASEMENT LEVEL I. REMOVE ROOF, DOORS 4 SIDING FROM ELECTRICAL 8. MANAGE SALVAGE OF ALL MATERIALS FROM BUILDING DEMO PLANS ENCLOSURE, FRAMING TO REMAIN, PREP FOR NEW INVENTORY* CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. J. REMOVE ALL GUARDRAILS, HANDRAILS AND BALUSTERS A5 INDICATED BY OWNER, PREP FOR NEW, 4. ALL CRAWLSPACE VENTS TO REMAIN. PAINT TO MATCH EXISTING. 10. REMOVE $ REPLACE ALL DRYER AND BATHROOM SHEET NO. A0 .0 K. REMOVE ,6)Sb POST AND HEEL BEAM, PREP FOR 1'-0" VENTS, RE: SPEC. ROOF EXTENSION. 40 °F d•4 M C gr‘ it7 17i Z 43 01 "007 12/03/18 0 D 0 U L H F47 LI 1----11.0----1 I„ L _ 1111 1 VICTOR MARK ® ® DONALDSON L�I II II �J IL -- D _1 r— I LIVING - u 0 = LIVING LIVING DINING DINING DINING I LJ _ ,, 0 i MIL - I 1111 I d ARCHITECTURE LJUN _ I PLANNING T 0 = 5 , IL_ UN 0 = UN - 0 == INTERIORS —__I SINCE 1977 — 0 0 L, - , 0 := -:: IL0 , , I , , , _i- LT T 1 — ARCHITECTS _ 1LIVING LIVING 1 - 90VI BENCHVARKROAD KITCHEN KITCHEN [ KITCHEN ; U I T E 207 o = 0 = ENTRY DINING DINING o == o _ ENTRY ENTRY = o = o BOX 5 3 0 0 ° AVON 81620 O , C0860 1 \ UN T 0 = 4 UN T 0 = 5 A 970 . 949 . 5200 �I II 1I II - - - - 1-1■1�1 1 1 D _ _ _ r chrlsj@vmda. com F_/- P - ° _ � � B -- FAX 949 . 5205 ,,,,,\ K TGHEN / KITCHEN =�����==���'�Am.�===�����=7 . �� tJ ENTRY ENTRY _ _ — E E VI -r �.. o o , ARK \ 1 1 / ( * 1 \ ''..1. • -ca, G 1 II—-1 p I I I I I I I I II I I 1) A?� . — B .r te - :. �i�i�i�i�i!�� � �i�i�i �i�i�ii OM E E F amm' L11 Z Cm) ry w � o L11 � 2 U WDi RST � ��L � �� N Q J Oi SCALE: 1/4" = I' - O" _ 0 = 0 o0 SENE A_ DE V OL= T ON NOTES Z z L1J Ov LLJE D THE FOLLOWING NOTES ARE TO ASSIST IN COORDINATION i J CND 0 J WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD 0 D Car 0 < OF CARE AND INSURANCES IN PLAGE. E co < > 11 12 I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL LU BUILDING OFFICIAL SHALL BE SUBMITTED BY ~ J CONTRACTOR WITH A COPY TO OWNER $ ARCHITECT. NO X =mai Q WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL LU 15 RECEIVED BY BUILDING OFFICIAL. aCC DEMOLITION KEY $ NOTES 2. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. A. j//// REMOVE EXISTING GUARDRAILS, 5. WHERE REQUIRED FOR DEMOLITION OR OTHER CONCRETEGRPAD (ODEC ), PROJECT PROTECTIONEQll1RNYENTS,POWERLL SHALLRVICE UT 1 L I TY, FIRE BE DISCONNECTED RUCIILD11HO STRINGER ff STEPS, PREP FOR NEW AND CAPPED IN STRICT ACCORDANCE WITH THE B. :-- �i!i! !i� REMOVE EXISTING STUCCO 4 FRAME APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY H� DF Illr WALL DISTRICTS AND ALL PERTINENT GODES. J u C. —I —I —I —I REMOVE CONCRETE SLAB, PREP FOR 4. PROTECT ALL SURROUNDING WALL SEPARATION p — — - NEW RATINGS $ FLOOR/CEILING ASSEMBLIES TO THEIR FULL ©COPYRIGHT 1 INTEGRITY - ADVISE OWNER OF ANY CONGEALED Victor Mark BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION Donaldson 50 AS TO ACCOMMODATE COSTS THEREFORE. D. REMOVE SIDING, TIMBER BEAMS Architects SUBSTRATE TO All Rights EXISTING STUDS, STUCCO REMAINS U.N.O. PREP FOR NEW Reserved SUBSTRATE, RE: ELEVATIONS. 5. PROTECT ALL MECHANICAL DUCTS (RETURN $ SUPPLY- EIGN MATERIALS TENANT $ BTHATN COU DOrIMPEDE CURRENT OR DUST, DEBRIS OR FFUTURE REVISION E. REMOVE,6X6 POSTS, BEAMS AND ROOF. GLEAN AIR OR DISRUPT ADJACENT OPERATIONS. ,6. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR F. CONCRETE SLAB TO REMAIN, PREP FOR STAMPED AREAS $ PUBLIC AREAS FREE OF ALL DEBRIS, $ CONCRETE TOPPING. MATERIALS FOR THE DURATION OF DEMOLITION $ NEW DATE 10/31/2018 CONSTRUCTION, EXCEPT IN AREAS DESIGNATED BY G. CONCRETE SLAB TO REMAIN, OWNER TO PROVIDE OWNER STAIR TREADS A5 REQUIRED. 7. PROPER TRASH REMOVAL SHALL BE COORDINATED JOB NO. 1804 H. DECKS TO REMAIN. WITH PROPERTY OWNER. I. REMOVE ROOF, DOORS $ SIDING FROM ELECTRICAL 8. MANAGE SALVAGE OF ALL MATERIALS FROM BUILDING FIRST LEVEL ENCLOSURE, FRAMING TO REMAIN, PREP FOR NEW INVENTORY CONSTRUCTION COMPONENTS FOR REUSE, AS DEMO PLAN NOTED IN THESE DOCUMENTS. J. REMOVE ALL GUARDRAILS, HANDRAILS AND BALUSTERS AS INDICATED BY OWNER, PREP FOR NEW, 4. ALL CRAWLSPACE VENTS TO REMAIN. PAINT TO MATCH EXISTING. 10. REMOVE $ REPLACE ALL DRYER AND BATHROOM SHEET NO. AO, � K. REMOVE ,6x6 POST AND HEEL BEAM, PREP FOR 1 -OII VENTS, RE: SPEC. ROOF EXTENSION. *Ai OF go .4,74044.44. i•h;of I% 15t° 11--II II--II I I LL I I II II-11 I I Ll I -1 I H I I I I I I 12/03/18 - � — ROOF — � — ROOF — ROOF J -1fir BELT #3 BED #5 1111 BED #5 VI CTOR MARK ON T G = 5 ON T G __2 ON T G = OPEN TO BELOW - II II II-11 II u. —r 5".1 a— OPEN TO BELOW OPEN TO BELOW r--- ....._------- ROOF 0 L L l A _I 0 BED #� BED #� , 0 1 ARCHITECTURE BATH #5 o BATH #� ` o o / BATH #5 PLANNING 0 __ - \ T - _ - o _ _ _ INTERIORS �� _ �� 2SINCE 1977 � a�l O O II: 00 / OPEN TO BELOW OPEN TO BELOW / ARCH I TECTS ii /. 0 /. 0 0 /. STORAGE T � STORAGE STORAGE 9 0 W B E N C H V R R K R O A D z z z ° ITL 207 UTILITY _ ° UTILITY UTILITY ° _ U 0 - 0 BOX 5300 I� II 11-11 II II — ° , BATH #a BATH #� ° 1 - - - - I " j1-11 11—II A V 0 N , CO 8 1 6 2 0 \, o z o r - o 970 . 949 . 5200 D -/1 I II 3: 2 O I © I © I chrisj@vmda. com 1 � � I. / - �' - FAX 949 . 5205 „ 0 0 /\ ,,-,-,..--;•;:tz-...-. k J STORAGE = 0 - o = STORAGE / VI c)4 r° °UTILITY UTILITYGo " TOR RW-0/ ( i !),4, F r•)11 1 1 \\(:\(,,, . .I. ece.5) I El I, EE of _ _ Cia SEQNSEC,OND LEVELDEVO FLAN H ....1 LLJz O I SCALE: 1/4" = I' - 0" W L W ilw o L.LII D � z0 JCO _ C _ Oco zz Cyw0 GENERAL DEMOL= fi ON NOTES o V 0 J om QQ > THE FOLLOWING NOTES ARE TO ASSIST IN COORDINATION � WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD W OF CARE AND INSURANCES IN PLACE. L J I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL X =gm, Q BUILDING OFFICIAL SHALL BE SUBMITTED BY W > CONTRACTOR WITH A COPY TO OWNER 4 ARCHITECT. NO WORK SHALL BE COMMENCED UNTIL WRITTEN APPROVAL aCC IS RECEIVED BY BUILDING OFFICIAL. DEMOLITION <EY` $ NOTES 2. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY BUILDING OFFICIAL. A. REMOVE EXISTING GUARDRAILS, 5. WHERE REQUIRED FOR DEMOLITION OR OTHER 1B3 [1J] 11 -1 I D) I [1a //� CONCRETE PAD (OR DECK), PROJECT PROTEGTIONE�UI NYENTS,POWERL SHALLRVICE UTILITY, FIRE BE DISCONNECTED LJ I STRINGER STEPS, PREP FOR NEW AND CAPPED IN STRICT ACCORDANCE WITH THE � I FRALJ 11 B. :-- �i2i! -) REMOVE EXISTING STUCCO 4 FRAME APPROVED REGULATIONS AND REQUIREMENTS OF UTILITY WALL DISTRICTS AND ALL PERTINENT CODES. C. I I REMOVE CONCRETE SLAB, PREP FOR 4. PROTECT ALL SURROUNDING WALL SEPARATION Victor Mark 1 LI � ©COPYRIGHT r NEW RATINGS 4 FLOOR/CEILING ASSEMBLIES TO THEIR FULL Donaldson INTEGRITY - ADVISE OWNER OF ANY CONCEALED Architects BREACHES DISCOVERED IN THE PROCESS OF DEMOLITION All Rights D. REMOVE SIDING, TIMBER BEAMS ff SUBSTRATE TO 50 AS TO ACCOMMODATE COSTS THEREFORE. Reserved EXISTING STUDS, STUCCO REMAINS U.N.O. PREP FOR NEW SUBSTRATE, RE: ELEVATIONS. 5. PROTECT ALL MECHANICAL DUCTS (RETURN 4 SUPPLY- REVISION TENANT $ BUILDING) FROM DUST, DEBRIS OR FOREIGN MATERIALS THAT COULD IMPEDE CURRENT OR FUTURE E. REMOVE,bXb POSTS, BEAMS AND ROOF. CLEAN AIR OR DISRUPT ADJACENT OPERATIONS. b. CONTROL 4 KEEP ALL COMMON AREAS, OUTDOOR DATE 10/31/2018 F. CONCRETE SLAB TO REMAIN, PREP FOR STAMPED AREAS 4 PUBLIC AREAS FREE OF ALL DEBRIS, ff CONCRETE TOPPING. MATERIALS FOR THE DURATION OF DEMOLITION 4 NEW CONSTRUCTION, EXCEPT IN AREAS DESIGNATED BY G. CONCRETE SLAB TO REMAIN, OWNER TO PROVIDE OWNER JOB NO. 1804 STAIR TREADS AS REQUIRED. TRASH H. DECKS TO REMAIN. WITH PROPERTYOWNER. SHALL BE COORDINATED SECOND LEVEL I. REMOVE ROOF, DOORS 4 SIDING FROM ELECTRICAL 8. MANAGE SALVAGE OF ALL MATERIALS FROM BUILDING DEMO PLAN ENCLOSURE, FRAMING TO REMAIN, PREP FOR NEW INVENTORY* CONSTRUCTION COMPONENTS FOR REUSE, AS NOTED IN THESE DOCUMENTS. J. REMOVE ALL GUARDRAILS, HANDRAILS AND BALUSTERS AS INDICATED BY OWNER, PREP FOR NEW, 4. ALL CRAWLSPACE VENTS TO REMAIN. SHEET NO. AO .Z PAINT TO MATCH EXISTING. 10. REMOVE 4 REPLACE ALL DRYER AND BATHROOM K. REMOVE ,bXX POST AND HEEL BEAM, PREP FOR 1'-0" VENTS, RE: SPEC. ROOF EXTENSION. 7:4 ii g301 1%64. Qin 12/03/18 El-- I ❑ [•jI II Ii--ii II It SUP 14 < OUP 14 V I CTOR MARK ,___„, _ J Lall_ r ) DONA L DSO ?, 1 J _ /!,,T___ ,........__ BED #1 BED #1 BED #1 BED #2 �i I❑I ICI I� L I II-1I = _ BED #2 BED #2 _ UN TS =2 T 5 __ D UP 0 0 UPD > _ _ UN UNTS = 5 -, -- L \ 1 ��u�� II lul I ARCHITECTURE / PLANNING . I 11 ) r 1I 0 -----) - U INTERIORS rii 0 / 11---) 1 0 / ` SINCE 1977 ------)L \ . , BATH #21 [a7,X0 o_ BATH #2 [•Z•] 0 @ BATH #2 _... ° C: 0 BED #1 5E1:;' #1 _ ❑ . ' w4 ! ❑ _ ARCHITECTS r 0 �� AL* 0,1 — — 90 �U BENCHMARKROAD T BE2 BE2 � � � T/ \ /\ UN TG = 5 r ,.. n. ,, BATH #10 STORAGE BATH # 0 STORAGE STORAGE 0 BATH #1 1 BOX 5 3 0 0 o / AVON , C081620 Vie' Vie' 'eo 970 . 949 . 5200 I _ r chnsj@vmda, com ❑ o BATH #21 [a'�Z•] [O ] BATH #2 0 FAX 949 . 5205 '1• • • .t ; : oda191:\C-`-,),;-"kl:ll'.111 h �11Th 0 n, \ . ,\ VI,, OBATH # 0 0 STORAGE STORAGE (- --p\T-. ^ 0 BATH #1 .1 ;11/ �� Dt\ t-- iiiiiivi flEXTER QR COLORS $ \\\<4'''u-c1;' MATERIALS LEGEND T NEW CEMENTITIOUS STUCCO SYSTEM (r1' ), RE: SPEC ea , ..=), EASEVENT LL LOO PLAN S17JGGO SYSTEM NOT TO BE REMOVED, INTEGRATE W.R.B. SCALE: 1/4" = I' - O" T W/NEW STUCCO SYSTEM, APPLY 5TO RESTORE (FINISH w REPAIR) OVER STUCCO TO REMAIN (TYP.), RE: SPEC Hz > O NEW WOOD SIDING: IX6 D PINE W/ WIRE BRUSH FINISH, (I) GOAT w V SIKKENS SRD BUTTERNUT. Q NOTE: SOFFITS @ DECKS $ ENTRIES SHALL BE THE SAME MATERIAL AS SIDING. EXISTING ROOF SOFFITS TO REMAIN AS 15. U II' m N- O NEW 2)0 RS CEDAR WOOD TRIM, RE: DETAILS 4 SPEC. Z 0 J CO Q = 0 CO 05 NEWbx6 R5 CEDAR COLUMNS, RE: STRUCTURAL I 0 0 O NEW,&xt2 DOUG-FIR RIDGE BEAM, RE: STRUCTURAL w z w U 0NEW,6x12 DOUG-FIR HEEL BEAM, RE: STRUCTURAL J V 0 J 05 QUQ OS NEW,6xt2 DOUG-FIR ARCHED BEAM, RE: DETAIL 4 i m < > STRUCTURAL w O EXISTING ROOF TO BE REPLACED BY OWNER, GOORD. H J FLASHING TIE-IN AT WALL / CHIMNEY w iiii Q > to NEW METAL STANDING SEAM ROOF, BY OWNER C:IC I I NEW 2" STONE VENEER, (RE: SPEC.) OVER EXISTING FRAME WALL, W/2" STONE GAP, RE: DETAIL O NEW24 GA DREXEL BASE FLASHING W/TRINAR FINISH (OR EQUAL), COLOR MANSARD BROWN (OR EQUAL).NOTE: FOUNDATIOSE N WALL FLASHING5 L SS THAN 12"ONE,FROM GESS RADE TOP OF I D3 [U] [11H0 13 NEW METAL CHIMNEY GAP, BY OWNER F H u 14 NEW CONCRETE LANDING. THE LANDING WIDTH $ DEPTH SHALL BE EQUAL TO THE WIDTH OF THE STAIRS PER 2015 IBC SECTION 1011,6. ©COPYRIGHT 1 15 NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB Victor Mark Donaldson Architects ONEW 2" STONE VENEER, (RE: SPEC.) OVER NEW CMU COLUMNS, All Rights (RE: STRUGT.) W/ 4" STONE GAP, RE: DETAIL Reserved 17 BALUSTERS:2X8 R5 CEDAR PICKETS W/2X RS CEDAR TOP REVISION RAIL, MATCH EXISTING Ib NEW GRIPSTRUT STEPS 4 STRINGER, RE: STRUCTURAL 14 NEW 2x8 R5 CEDAR BELLYBAND, RE: DETAILS 4 SPEC. IQ EXISTING SLABS TO REMAIN;NO WORK U.N.O. NO STAMPED DATE 10/31/2018 FLASHING DETAIL NOTES: CONCRETE. • ALL HIDDEN FLASHING SHALL BE MINIMUM 24 GAGE GALVANIZED METAL. CI NEW ROOF TO WALL FLASHING, RE: DETAILS, NOTES 4 SPEC. JOB NO. 1804 • ALL EXPOSED FLASHING SHALL BE 24 GAGE DREXEL TRINAR FINISH OR EQUAL. • 2015 IBC, 1405.10.12.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR © y FURS OUT WALL AT STONE, RE: ELEVATIONS, DETAILS $ STRUGT. FLASHING OF A MINIMUM 0.014 INCH OR 26 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM BASEMENT LEVEL VERTICAL ATTACHMENT FLANGE OF 3__ INCHES SHALL BE INSTALLED TO EXTEND NOT LESS FLOOR PLANS THAN 1 INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN GENERAL NOTES ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. ALL GRAWLSPAGE VENTS TO REMAIN • 2015 IBC, 1405.10.1.3 CLEARANCES. ON EXTERIOR 57JD WALLS, ADHERED MASONRY VENEER SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES REMOVE 4 REPLACE ALL DRYER 4 BATHROOM VENTS SHEET N 0. Al ABOVE PAVED AREAS, OR NOT LESS THAN INCH ABOVE EXTERIOR WALKING SURFACES THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. 43.....m..... 4, oofp4 ithe.15 Aiiimi 1 0 D / C j hop 10 12/03/ 8 UM -. 0 - Il J1=111=1 I ILU L i Iji i ' ii DIG TTS 0 ?,v LIVING — 0 0 - LIVING LIVING nNING 0 DINING DINING -1 IpJ L _ I ILII A, N T G = 5 T S =2 UN T G _______ 4d2 —.111111111C im....—__ _ 1• A � � C _ o C — i-S�;VEta� r1. TC _ T T MMnMaMI --ML, _ a LIVING LIVING — — KITCHEN KITCHEN KITCHEN ARCHITECT S 0 _ 0 _ ENTRY DINING 1� N NG 0 _ 0 _ ENTRY ENTRY _ 0 - 0 9 0 V1 B E N C H V A R K R O A D D_ o o0_ SUITE 207 \ I — G = 4 — = BOX 5300 iv � TT � 5 ISI — I=1.=.,—_ _ I I _ I I■I -- —_ I�I■I fr �, A 0 N , C 0 8 1 6 2 0 _ _ " I I ® II 970 . 949 . 5200 II' II 0 -7I —I \/ \/ I— 0N II IIigchrlsjvmda, com II - - - - - — =_ - - - - - _ �, FAX 949 . 5205 I KITCHEN [ i L --JJ© II „, — _ _ ���: ” I^ . o \:\\ ® © �' v!' TOR o I•11 - II II II I ® I K e II II II I1 O �k T II II IL i®L �I- -�, II CO EXTERIOR W®LORS $ �•. �.. II T- II J II __ __ II MATERIALS LEGEND I I I . I _L 1 - I RST LEVEL =LQQR PLAN OM0 I SCALE: 1/4" = I' - 0" Di _4, NEW GEMENTITIOUS STUCCO SYSTEM (TYP.), RE: SPEC 40 �/T STUCCO SYSTEM NOT TO BE REMOVED, INTEGRATE W.R.B. / f NY /� W/NEW STUCCO SYSTEM, APPLY 5TO RESTORE (FINISH 4 w REPAIR) OVER STUCCO TO REMAIN (TYP.), RE: SPEC. H > u�T.O. FL ui�T.O. FLOORLII Iola T.O. FLOOR O NEV WOOD SIDING: lX6 D PINE W/ WIRE BRUSH FINISH, (I) GOAT uJ V �iuu °4 a8'-O" SIKKENS SRD BUTTERNUT. Sulu' 100'-O" ILI 100'-O" 2 Q ■ NOTE: SOFFITS 6 DECKS 4 ENTRIES SHALL BE THE SAME MATERIAL w Ir51, A5 SIDING. EXISTING ROOF SOFFITS TO REMAIN A5 15. �m I` l I ui�T.O.�aONGRETE SIA ll �T.O_C CONCRETE 1uuik T.O. CONCRETE IIIA 4 NEW 2x6 RS CEDAR WOOD TRIM, RE: DETAILS SPEC. C0 m° aa'b" 6X12 HEEL FURR OUT WALL AT STONE, RE: ,6X12 HEEL BEAM ABOVE O Z Ur J N— BEAM ABOVE ELEVATIONS, DETAILS STRUGT O NEW bxb RS CEDAR COLUMNS, RE: STRUCTURAL I 0 = U ,6x12 HEEL FUR OUT HALL AT STONE, RE: NEW STAMPED z z Cy w 0 BEAM ABOVE ELEVATIONS, DETAILS, $ 5-MGT ,6X6 WOOD GONGTRETE OVER 4" THICK FLAGSTONE O NEWbx12 DOUG-FIR RIDGE BEAM, RE: STRUCTURAL w (� COLUMN (TYP) EXISTING SLAB NEW STAMPED CAP (TYP) GONGTRETE OVER EAVE OF CURVED EXISTING SLAB O NEW,6x12 DOUG-FIR HEEL BEAM, RE: STRUCTURAL J V 0 J ROOF ABOVE — -11 _ _ LINE OF 2'-6" H. — — — — EAVE OF CURVEDH �� 6X12 ARCHED 6X12 ARCHED �� COLUMN BASE 0 0 D /CC Q — — — — J L 0 NEW,6x12 DOUG-FIR ARCHED BEAM, RE: DETAIL CO < > — — — — NEW STAMPED — — - ROOF ABOVE BEAM ABOVE — — — BEAM ABOVC I STRUCTURAL IICONCRETE oVE� —t L J 11 LINE OF 2' 6" H. EXISTING SLAB I �\ COLUMN BASE I 11 1� O EXISTING ROOF TO BE REPLACED BY OWNER, GOORD. ~ J 4" THICK FLAGSTONE \ EAVE OF CURVED GAP (TYP.) L _J NEW STEPS 4 HANDRAIL, RE: NOTES / LL_______JJ ROOF ABOVE FLASHING TIE-IN AT WALL /CHINEw imai II OOD1 iF > 4" THICK •*-- J L — — - COLUMN (TYR) CI NEW METAL STANDING SEAM ROOF, BY OWNER aCC FLAGSTONE I GAP (TYP) 0 LINE OF 4'-O" H. 0 NEW 2" STONE VENEER, (RE: SPEC.) OVER EXISTING FRAME LINE OF 2' 6" H. m WALL, W/2" STONE GAP, RE: DETAIL COLUMN BASE COLUMN BASE NEW24 GA DREXEL BASE FLASHING W/ TRINAR FINISH (OR 4" THICK FLAGSTONE GAP (TYP.) = O EQUAL), COLOR MANSARD BROWN (OR EQUAL). I `l I I `l� Y1:7"TAILFACE OF GMll BLOCK IS IN THE SAME UNITS I 5.2ENTRYDETAIL GLU-LAM BEAM ABOVE, NOTE: BASE FLASHING ONLY AT STONE,UNLESS TOP OF p RE: ELEVATION, SIZE PER FOUNDATION WALL 15 LESS THAN 12" FROM GRADE. 1 D3 [UJ [1 FL, I D) 0 SCALE: I/2" = I - 0" PLANE A5 FACE OF CONCRETE SLAB SCALE: 1/2" -- I - 0" STRUCTURAL HO 0NEW METAL CHIMNEY GAP, BY OWNERFi1 F T.O. FLOOR T.O. FLOORL i4 NEW CONCETE LANING. THE LANING WITH $ DEPTHll p1'" 100' O" �p1 100'-O" SHALL BE EQUAL TO THE WIDTH OF THE STAIRS PER 2015 IBC. LI ill T SECTION 1011,6. T.O. CONCRETE ©COPYRIGHT 1 o.T.O. CONCRETE „iii I is NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB Victor Mark �uu"'aa'-8" �uu"' " Donaldson as 8 Architects 4X12 HEEL FURR OUT WALL AT STONE, RE: ,6X12 HEEL BEAM ABOVE O NEW2" STONE VENEER, (RE: SPEC) OVER NEW CMU COLUMNS, All Rights BEAM ABOVE ELEVATIONS, DETAILS STRUGT (RE: STRUGT.) W/4" STONE GAP, RE: DETAIL Reserved I4X6 WOOD NEW STAMPED NEW STAMPED 4" THICK FLAGSTONE GAP (TYP) 8 BALUSTERS:2X8 R5 CEDAR PICKETS IN/_2X R5 CEDAR TOP S 7-7 I COLUMN (TYP.) CONCRETE OVER CONCRETE OVERNt1/4, RE: DETAIL RAIL, MATCH EXISTING EXISTING SLAB EXISTING SLAB — — — � ,6X12 ARCHED - LINE OF 2'-6" H. �8 NEW GRIPSTRUT STEPS $ STRINGER, RE: STRUCTURAL EAVE OF CURVED BEAM ABOVE r l COLUMN BASE _ _ _ id NEW 2x8 RS CEDAR BELLYBAND, RE: DETAILS * SPEC. ROOF ABOVE I I — — — ___ I I I I I I II I 1 44 I><L HI jFiI I 0 EXISTING SLABS TO REMAIN;NO WORK U.N.O. NO STAMPEDLuim_m_ 10/31/2018 I I I I FLASHING DETAIL NOTES: CONCRETE. I 4" THICK FLAGSTONE �� 11 L�— — — I I II EAVE OF CURVED • ALL HIDDEN FLASHING SHALL BE MINIMUM24 GAGE GALVANIZED METAL. GAP (TYP.) RE:DETAIL / \1 ROOF ABOVE @ NEW ROOF TO WALL FLASHING, RE: DETAILS, NOTES 4 SPEC. - 1804 1 _ _ A T bXb WOOD — 1= 1 _ , • ALL EXPOSED FLASHING SHALL BE 24 GAGE DREXEL TRINAR FINISH OR EQUAL. I COLUMN (TYP.) • 2015 IBC, 1405.10.12.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR 0 0 FURR OUT WALL AT STONE, RE: ELEVATIONS, DETAILS 4 STRUCT. LINE OF 2'76" H. GLU-LAM BEAM ABOVE, SIZE FLASHING OF A MINIMUM 0.014 INCH OR2,6 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM — — — FIRS I .VEL COLUMN BASE [ \ o� PER STRUCTURAL VERTICAL ATTACHMENT FLANGE OF 3_.L INCHES SHALL BE INSTALLED TO EXTEND NOT LESS _ _ _ I LINE OF 4'-0" H. THAN I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR SW WALLS IN GENERAL NOTES- FLOOR PLANS FACE OF STONE IS IN THE SAME PLANE ,X12 ARCHED COLUMN BASE ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE FACE OF CONCRETE SLAB - EXTEND BEAM ABOVE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. ALL GRAWLSPAGE VENTS TO REMAIN SLAB TO MATCH FACE OF STONE 4" THICK FLAGSTONE GAP (TYP) RE: DETAIL • 2015 IBC, 1405.10.1.3 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES REMOVE 4 REPLACE ALL DRYER 4 BATHROOM VENTS ABOVE PAVED AREAS, OR NOT LESS THANE INCH ABOVE EXTERIOR WALKING SURFACES _ E7ETA - ,���� Li = Al cc:;,)z-= TS G5 GL THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. - SCALE: I/2" = I' - 0" 0 OF I/4/ 11--II /I II II II- II II II II II Il II--II II II II II g3 1...6:2' �� - 0' �07 eb ROOF �� ROOF „� ROOF 12/03/18 —I-1 1 BED #5 BED #5 BED #5 - VICTOR MARK DONALDSOw = UN T G =___ 5 UN T S2 UN TG = OFEN TO BELOW _ N _ _a ' r I i OFEN TO BELOW OPEN TO BELOW ROOF _1 i —i_ , 0 IL - :_ __, ,__ _: . 0 ' rt- -DI) 0 A BED #5 BED #5 BATH #5 BATH #3 c B BATH #3 Di - o 6,e ARCHITECTURE 0 / _ - T G = 5 O PLANNING oO N T G - 4 ON o o INTERIORS T1 — G1 II.T �� / OPEN TO BELOW OPEN TO BELOW / ` SINCE 1977 0 /\ 0 0 /\ ARCH I TECTS STORAGE = e _ T , � STORAGE = e _ r-- e = STORAGE ° UTILITY ° UTILITY UTILITY ° 9 0 V� B E N C H V A R K R O A D T T T L � tiIIIT � ' BOX 5300 BATH #� ` z z / BATH #3 ��I I�O I - - - I - - - -� I o = _ — o � � � � � � AVON , C081620 II r o II II II II 970 . 949 . 5200 o L T ' O O '•T 1 1 1 �' chnsj@vmda. com i 1 O t �� 1 II o I ; ; ; ; FAX 949 . 5205 STORAGE I- 0 (---- ,u,p o = STORAGE = I I - aa� _ . ° UTILITY UTILITY ° SOC~('°/ ,N ,N 1,, vor 0 0 ,� .4,.. -- — I - 1 I 11-11 1 I © V' TOR o I I I I I ►,ARK II II II II D /*SIN II II II \ - a ,G II II II II 1— i-IMATER I ALS LEGEND 4 O SEWNLEVEL _-LQQ FLAN r� 0 I SCALE: I/4" = I' - O„ Di _., NEW GEMENTITIOUS STUCCO SYSTEM (TYP.), RE: SPEC Oa O �/T STllGGO SYSTEM NOT TO BE REMOVED, INTEGRATE W.R.B. I I I / W/NEW STUCCO SYSTEM, APPLY STO RESTORE (FINISH w I I I I A I ( REPAIR) OVER STUCCO TO REMAIN (TYP.), RE: SPEC z > L — �— O NEV WOOD SIDING: I)S6 D PINE W/ WIRE BRUSH FINISH, (I) GOAT uJ V SIKKENS SRP BUTTERNUT. Q --.11I ARCHED 1—� � ' ' ' --/ NOTE: SOFFITS 6 DECKS 4 ENTRIES SHALL BE THE SAME MATERIAL FURR OUT WALL AT STONE, RE: / 1 '-,b" A5 SIDING. EXISTING ROOF SOFFITS TO REMAIN A5 15. w �m ti ,6X12 HEEL BEAM /61_,1 ELEVATIONS, DETAILS 4 STIR/JOT BEAM 6X12 HEEL BEAM U L(� O NEW 2)0 RS CEDAR ROOD TRIM, RE: DETAILS SPEC. Z 0 W J 2 6x12 HEEL BEAM ____L NEW STANDING NEW STANDING NEW STANDING SEAM ROOF Q = 0 O NEW bxb RS GEDAR COLUMNS, RE: STRUCTURAL ,„4.------------- SEAM ROOF SEAM ROOF O ARCHED ARCHED - Z ZI- 0 EAVE OF ROOF bXb WOOD O NEW,bx12 DOUG-FIR RIDGE BEAM, RE: STRUCTURAL w — LLJ U �� ,bXb WOOD COLUMN BELOW COLUMN BELOW COLUMN BELOW 0 NEW 6x2 DOUG-FIR HEEL BEAM, RE: STRUCTURAL J V 0 J EAVE OF ROOF ,6X12 ARCHED BEAM _ 6X12 ARCHED BEAM - / EAVE OF ROOF 0 m //CC Q < O� �/ 0 NEW,6x12 DOUG-FIR ARCHED BEAM, RE: DETAIL 4 > _ _ \ _ STRUCTURAL11 Yx12 ARCHED LL.I BEAM O EXISTING ROOF TO BE REPLACED BY OWNER, COORD. ~ J Q I'-O" / p FLASHING TIE-IN AT WALL /CHIMNEY X Q w fy > T to NEW METAL STANDING SEAM ROOF, BY OWNER \ \ aCC II NEW 2" STONE VENEER, (RE: SPEC.) OVER EXISTING FRAME CURVED GLUCAN BEAM CURVED GLUCAN BEAM WALL, 1^1/2" STONE GAP, RE: DETAIL _ �I �I �INEW_24 GA DREXEL BASE FLASHING W/ TRINAR FINISH (OR UNT G5 ENT ( O C L A I `� DETAIL UNITS G I S2 ENTRY RQQ PLAN ETAL I O EQUAL), COLOR MANSARD BROWN (OR EQUAL). NOTE: BASE FLASHING ONLY AT STONE,UNLESS TOP OF p ICC=): SCALE: 1/2" = 1' - 0" �- SCALE: 1/2" = I' - O" FOUNDATION WALL 15 LESS THAN 12" FROM GRADE. I o3 [U] [1 FL, I D) CIIM a 13 NEW METAL CHIMNEY GAP, BY OWNER LED) L D)RA 11 Ill 14 NEW CONCRETE LANDING. THE LANDING WIDTH 4 DEPTH �J I SHALL BE EQUAL TO THE WIDTH OF THE STAIRS PER 2015 IBC Li SECTION 10116. ©COPYRIGHT 1 15 NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB Victor Mark 1 Donaldson Architects ARCHED ARCHED O NEW 2" STONE VENEER, (RE: SPEC.) OVER NEW GMU COLUMNS, Ales eights (RE: STRUGT.) W/4" STONE GAP, RE: DETAIL ,6x12 HEEL j----,e)xl2 17 HEEL BALUSTERS:2X8 R5 GEDAR PICKETS W/2X R5 GEDAR TOP REVISION BEAM i� SEAM ROSTANDOFNG i� SEAM ROSTANOFNG BEAM RAIL, MATCH EXISTING NEIEAVE OF IS NEW R GRIPSTRUT STEPS 4 STRINGER, RE: STUCTURAL SAVE OF ROOF ,bXb HOOD COLUMN BELOW ,6X6 HOOD COLUMN BELOW ROOF Id NEW 2x8 R5 GEDAR BELLYBAND, RE: DETAILS 4 SPEC. _ 0o EXISTING SLABS TO REMAIN;NO WORK U.N.O. NO STAMPED DATE 10/31/2018 `' -E i'' a FLASHING DETAIL NOTES: CONCRETE. YY • ALL HIDDEN FLASHING SHALL BE MINIMUM24 GAGE GALVANIZED METAL. Di NEW ROOF TO HALL FLASHING, RE: DETAILS, NOTES SPEC. JOB NO. 1804 ,6x12 ARCHED ,6x12 ARCHED • • ALL EXPOSED FLASHING SHALL BE 24 GAGE DREXEL TRINAR FINISH OR EQUAL. BEAM BEAM • 2015 IBC, 1405.10.1.2.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR 0 ''FURR OUT HALL AT STONE, RE: ELEVATIONS, DETAILS 4 STRUCT. FLASHING OF A MINIMUM 0.014 INCH OR2,6 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM SECOND LEVEL VERTICAL ATTACHMENT FLANGE OF 5 INCHES SHALL BE INSTALLED TO EXTEND NOT LESS FLOOR PLAN THAN I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN GENERAL NOTES ACCORDANCE WITH SECTION 1405.4. THE HATER RESISTIVE BARRIER SHALL LAP OVER THE CURVED GLU-LAM BEAM EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. ALL CRAWLSPACE VENTS TO REMAIN • 2015 IBC, 1405.10.1.3 CLEARANCES. ON EXTERIOR STUD HALLS, ADHERED MASONRY VENEER T _ I SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES REMOVE 4 REPLACE ALL DRYER 4 BATHROOM VENTSSHEET N0. A1 .Z 0LUNI I S S 5 SL ENTR ( RQQ PLAN E)ETA IL ABOVE PAVED AREAS, OR NOT LESS THANE INCH ABOVE EXTERIOR WALKING SURFACES THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. SCALE: 1/2" = 1' - O" IA" OF ge4 17. ii. 0. „. 4.0.., .0,15.1 iF,A. ig07.o 12/03/18 _ 1 11 ! H ! ! ! H ! ! ! H ! ! ! H ! ! ! H ! ! ! F_� F= ! 1111 ! ! ! 1 ! ! ! 1111 ! 11 ! ! ! 1111 ! s _�_liamm'I I•iiIuIiiuIuI•iiIuIuiuIuI•iiIuiN _--.-----.-----.-----.-- w- -1 In . Mk two ��( � 11.11h1■111m1■111h1■111h1 rd -------------------------------- VICTOR Iv A R K EM10111111111111111111111111.1011111 illr-ii---we - - DONALDS ( N i...i..■.ui.....i....0 1u■..i.....i.....i.E'er !1.111.i.....i.... 1 J a 1 I I I I I I I I I I I I I I I I ._�- - I al I Zig \,, ____4111141111 ..mla4 -MINIM '= I _�_. ��_ 1. _�_ - - - - - - - - - - - - - - - - - - J - t - - - - - - - �� ...,,-i 1 �i� llawk_ ARCHITECTURE I_ - - - _ 1 MUM IM r lm..4 �,._J . PLANNING Illftlill � � '' I �I ' _ INTERIORS M 1+ ig o,� �o ��,� '`+� _ --1 I =_.. - - - SINCE 1977 O `'�S woo- Ir I i1 . 10., -., � J�� 'i.:i - �. ( '� i,slawimmil�■ ,�' 7 '�;Y:. A R HIT E CTS ripirlvii 1 m ' nor. _ _ 90W BENCHVRRKROAD . ti4AWIIIIiiil \� _l - -� =i_I1! � -- i �i =�i � SUITE 20 / © e - - go _ - - _ - MIli � AVON , CO 81620 _ mcirgi ll _ _ _ 910 , 949 . 5200 _�. - _ _ 13-mise..7,4_.,_1 �- _ _ Willi _ _ �- t- imv = o • chrlsj@vmdacom 11:4,;___,___.:)__,__7 _�� '��- .1-���- _=F-�o,m•- I _ _�_�/®_�1�®_�1� - - �`a.�: FAX 9 4 9 . 5 2 0 5 -�;�� -� �� "NMI �� m. .�� ����` --L �i - =� i=� =ice-mi _ ���iiiMIMMII - - :+�_ IIIIIII-'� / I -- -� Div-��F- ��F- _ IlO■ I I- ,- 0 ' i '', L 1 © ___J 0®0 I ,! I �� _ �.■.. _� �'I".TOR O . NORT- :=---L'VATION AIII ... I'- O I %ALE: I / 4" = I' - 0" vel � - EXTERIOR GO1�OR5 ,G MATERIALS LEGEND V' ` '�- � O SECTION 1015 GUARDS SECTION 1011 STAIRS ,`i �� e ® SECTION 1014 HANDRAILS I NEW CEMENTITIOUS STUCCO SYSTEM(TYP.),RE: SPEC ^ ---� LE= 1015.1 GENERAL. GUARDS SHALL COMPLY WITH THE PROVISIONS OF 1011.11 HANDRAILS. STAIRWAYS SHALL HAVE HANDRAILS ON EACH O ,.. L I 1014.1 WHERE REQUIRED. HANDRAILS SERVING STAIRWAYS, RAMPS, SECTIONS 10152 THROUGH 1015.1. SIDE AND SHALL COMPLY WITH SECTION 1014. WHERE GLASS 15 0 3 ST1JGGO SYSTEM NOT TO BE REMOVED, INTEGRATE W.R.B. STEPPEDAISLES AND RAMPED AISLES SHALL BE ADEQUATE IN STRENGTH USED TO PROVIDE THE HANDRAIL, THE HANDRAIL SHALL COMPLY / W/NEW STUCCO SYSTEM,APPLY STO RESTORE (FINISH $ r AND ATTACHMENT IN ACCORDANCE WITH SECTION 1607.8. HANDRAILS 10152 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WITH SECTION 240"1. REPAIR)OVER STUCCO TO REMAIN(TVP.),RE: SPEC Ca F- \ ® / REQUIRED FOR STAIRWAYS 14x.SECTION 1011.11 SHALL COMPLY WITH SECTIONS 10142 THROUGH 1014. WALKING SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, AISLES, STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 EXCEPTIONS: s NEW WOOD SIDING: Ixb D PINE W/WIRE BRUSH FINISH,(I) GOAT SIKKENS 5RD BUTTERNUT. 4 INGHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY I. STAIRWAYS WITHIN DWELLING UNITS AND SPIRAL STAIRWAYS NOTE: SOFFITS® DECKS $ ENTRIES SHALL BE THE SAME MATERIAL �� POINT WITHIN 3,6 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. ARE PERMITTED TO HAVE A HANDRAIL ON ONE SIDE ONLY. AS SIDING. EXISTING ROOF SOFFITS To REMAIN AS 15. ofi ' \� `® 10142 HEIGHT. HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ....1W H , OR FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN a NEW 20 R5 CEDAR WOOD TRIM,RE: DETAILS $ SPEC. -..' 34 INCHES AND NOT MORE THAN 38 INCHES. ACCORDANCE WITH SECTION 1.607.8. 2. DECKS, PATIOS AND WALKWAYS THAT HAVE A SINGLE 0 z _ \ GRANGE IN ELEVATION WHERE THE LANDING DEPTH ON EACH It„,..-,.1 \ O NEW,60 R5 CEDAR COLUMNS,RE: STRUGTTJRAL W r r _ _�� /`_ \ O EXCEPTION: 1015.3 HEIGHT. REQUIRED GUARDS SHALL NOT BE LESS THAN 42 INCHES SIDE OF THE CHANGE OF ELEVATION I5 GREATER THAN WHAT 'I fr_ WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE HIGH, MEASURED VERTICALLY AS FOLLOWS: 15 REQUIRED FOR A LANDING DO NOT REQUIRE HANDRAILS. ® NEW,bx2 DOUG-FIR RIDGE BEAM,RE: STRUCTURAL CONTINUOUS TRANSITION BETWEEN FLIGHTS, THE FITTINGS OR I. FROM THE ADJACENT WALKING SURFACES; W I . I! 0 \ \ © BENDINGS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT. 3. IN GROUP R-3 OCCUPANCIES, A GRANGE IN ELEVATION O NW 6x12 DOUG-FIR HEEL BEAM,RE: STRUCTURAL U W Di \ \ ♦��� 2. ON STAIRS, FROM THE LINE CONNECTING THE LEADING EDGES OF CONSISTING OFA SINGLE RISER AT AN ENTRANCE OR ff nn J \ \ THE TREAD NOSINGS EGRESS DOOR DOES NOT REQUIRE HANDRAILS. 8 NE/N4 L2 DOUG-FIR ARCHED BEAM,RE: DETAIL $ V \ , 1014.3 HANDRAIL GRASPABILITY. ALL REQUIRED HANDRAILS SHALLSTRIJC0 U \ COMPLY WITH SECTION 1014.3.1 OR SHALL PROVIDE EQUIVALENT \ GRASPABILITY. 3. ON RAMPS, FROM THE RAMP SURFACE AT THE GUARD. 4. CHANGES IN ROOM ELEVATIONS OF THREE OR FEWER EXISTING ROOF TO BE REPLACED BY OWNER,GOORD.a RISERS WITHIN DWELLING UNITS AND SLEEPING UNITS IN GROUP O FLASHING TIE-IN AT WALL/CHIMNEY z z cy 1W 0 1014.3.1 TYPE I. HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE EXCEPTION: R2 AND R-3 DO NOT REQUIRE HANDRAILS. W 0 .� I. FOR OCCUPANCIES IN GROUP R-3 NOT MORE THAN THREE STORIES AN OUTSIDE DIAMETER OF NOT LESS THAN I/4 INCHES AND NOT GREATER ABOVE GRADE IN HEIGHT AND WITHIN INDIVIDUAL DWELLING UNITS IN o NW METAL STANDING SEAM ROOF,BY OWNER Et J V O J THAN 2 INCHES. WHERE THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A OCCUPANCIES IN GROUP R-_2 NOT MORE THAN 3 STORIES ABOVE O � � U Q PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES AND NOT GREATER GRADE IN HEIGHT WITH SEPARATE MEANS OF EGRESS, REQUIRED WALL,W/2' STONE GAAP RE: DETAIL YER EXISTING FRAME > 1 THAN,6 1/4 INCHES WITH A MAXIMUM GROSS-SECTIONAL DIMENSION OF 2 1/4 GUARDS SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT MEASURED <N/ Q _ © INCHES AND MINIMUM GR055-SECTIONAL DIMENSION OF INCH. EDGES VERTICALLY ABOVE THE ADJACENT WALKING SURFACES OR NW24 GA DREXEL BASE FLASHING W/TRINAR FINISH(OR W LL SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. 0 EQUAL),COLOR MANSARD BROWN(OR EQUAL). ADJACENT FIXED SEATING. NOTE: BASE FLASHING ONLY AT STONE,UNLESS TOP OF ~ J © q 1014.4 CONTINUITY. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, FOUNDATION HALL 15 LESS THAN 12"FROM GRADE. X MIMI Q_irk ,. WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 1015.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE ftj > O OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER is NW METAL CHIMNEY GAP,BY OWNER �/ 1014.5 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. i4 NW CONCRETE LANDING. THE LANDING WIDTH $ DEPTH 4CCI SHALL BE EQUAL TO THE WIDTH OF THE STAIRS PER2OI5 IBC 1014,6 HANDRAIL EXTENSIONS. HANDRAILS SHALL RETURN TO A WALL, EXCEPTION: SECTION 10114. 0 GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE I. FROM A HEIGHT OF 3,6 INCHES TO 42 INCHES, GUARDS SHALL NOT 0 5 NW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB HANDRAIL OF AN ADJACENT FLIGHT OF STAIRS OR RAMP RUN. WHERE HAVE OPENINGS WHICH ALLOW PASSAGE OFA SPHERE 4 3/8 INCHES HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL IN DIAMETER. ® NW211 STONE VENEER,(RE: SPEC.) OVER NW GMU COLUMNS, I EXTEND HORIZONTALLY AT LEAST 2 INCHES BEYOND THE TOP RISER AND (RE: STRUGT.) W/4"STONE GAP,RE: DETAIL - GONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM NOTE: THE LOVER DECKS DO NOT REQUIRE GUARDRAILS A5 THEY ARE D3 [Ui 0 O RISER. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIREGTION LESS THAN 30" IN HEIGHT FROM GRADE WITHIN 5 FEET. GUARDRAILS ARE rr BALUSTERS:2X8 RS CEDAR PICKETS IN/..2X RS CEDAR TOP I o D I �� D IHI ® 0OF THE FLIGHTS OF STAIRS AT STAIRWAYS AND THE RAMP RUNS AT RAMPS. BEING PROVIDE TO HELP DEFINE SPACE AS WELL AS MATCH THE PROPERTY RAIL,MATCH EXISTING , rI 4 STANDARD. is NW GRIPSTRUT STEPS $ STRINGER,RE: STRUCTURAL �1 i- 1 I I�V/I I u u I I r 1014.1 CLEARANCE. CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR J Ll LU V LJ © - - - - - OTHER SURFACE SHALL BE NOT LESS THAN I I/2 INCHES. A HANDRAIL AND �d NEIN 2X8 R5 CEDAR BELLYBAND,RE: DETAILS $ SPEC. +0 A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE 0° EXISTING SLABS TO REMAIN;NO WORK U.N.O. NO STAMPED C I 0 +0° u- - / OF ANY SHARP OR ABRASIVE ELEMENTS. CONCRETE. ©COPYRIGHT 1 JNW ROOF TO WALL FLASHING,RE: DETAILS,NOTES $ SPEC. VDotor Mark nnaldson I - r - • 1014.8 PROJECTIONS. PROJECTIONS INTO A REQUIRED WIDTH OF STAIRWAYS 0 0 AT EACH SIDE SHALL NOT EXCEED 4 1/2 INCHES AT OR BELOW THE � Architects FURR OUT WALL AT STONE,RE: ELEVATIONS,DETAILS $ srRUCr. A11 Rights - r-1 r Nir I J HANDRAIL HEIGHT. PROJECTIONS INTO THE REQUIRED WIDTH SHALL NOT BE Reserved 'L _Dr' +0" 00 LIMITED PROJECTIONS DUEVE TO ANTE NIMUM MED ATT= HANDRAILS SHALL RENOT CONSTITUTE AD IN SECTION 3 GENERAL NOTES +4 �� REDUCTION IN THE EGRESS WIDTH. ALL cRAWLSPACE VENTS TO REMAIN REVISION - III - - ---:--r �� / N REMOVE it REPLACE ALL DRYER $ BATHROOM VENTS -- _ - 0 O CONTROL JOINTS: REFERENCE ASTM C 10,63 NEW STEPS HANDRAIL, -- ' . f�- -+ " - _ N 110.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND RE: NOTES 0 - =moo N / TIED AT EACH SIDE. �� _ 7.11.4 CONTROL JOINTS-GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLE DATE 10/31/2018 ASPHALT SHINGLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLASHING DETAIL NOTES: ROOF W/ CARLISLE FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE • ALL HIDDEN FLASHING SHALL BE MINIMUM 24 GAGE GALVANIZED METAL. UNDERLAYMENT NOT LESS THAN I/8 IN. OR A5 REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND • ALL EXPOSED FLASHING SHALL BE 24 GAGE DREXEL TRINAR FINISH OR EQUAL. JOB NO. 1804 0 0 SHALL BE IN CONFORMANCE WITH 110.1.4. 111.4.1 CONTROL JOINTS-CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN • 2015 TBG, 1405.10.12.1 PLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT2 AND TO DELINEATE AREAS NOT MORE THAN FLASHING OFA MINIMUM 0.014 INCH OR 276 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM NORTH & WEST IOoF��FROE� ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE VERTICAL GH BELOW THE FOUNDATION PLATE LINE ONr 5:2L INCHES LL BE INSTALLED TO EXTERIOR STUD WALLS IN NOT LESS ELEVATIONS ..--- /\- -ST �Vfi I ON STRU7.11.42 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR THACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE IC:r " _ ' - " A LENGTH-TO-WIDTH RATIO OF 2_ TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. SCALE: I / 4 I O CEILING FRAMING OR FURRING CHANGES DIRECTION. • 20I5 IBC, 1405.10.1.3 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER 111.4.3 A GONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES EXTERIOR WALL. ABOVE PAVED AREAS, OR NOT LESS THANi- INCH ABOVE EXTERIOR WALKING SURFACES SHEET NO. A2 . 1 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. q° CIF d' 4. o / ,F,.\\\ Ji -DO 12/03/18 - '1 ® - ...1.....1.....1.....1.....1.....1....-g AlMil ■..s■■..1�■■..1m■■..1m■■..1m■■..1_ iri _ .MI __IIIIi.i&mi&iu " 'iIm "! 111111111111111111111111111111111111111111111111 Firrifig- MEIMININMEHIMMIll DAM= III VT- -11-- - J .11..- __ F-- 111111111111111.111111a111 laminikamingwain,,.111111111111111111111=111 DUI_\,\- Si ON . . eits=m" _.,..... 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I I 111111 ir L�JLrJ t�tL� , C, 1 1 g (-;.C:"-c,',2 �, .TOr� 0 1111 -Th th_ Th � �� L U J n ,,I I % ter/ / `rr �/ /f/f/frfrfr� % -r (�<�/, ��������� ��� �� AI � f�5`� �,`i�'1.4"1. ��� ��,�����////rte t „ ���,������������ ���� \ r. D4iiiiii- �r Aik AlkO itt+ZIVAfVA i ` '�. EXTERIOR COLORS ` ', '� � '��� .,,,,� MTI SLS L���NI� ` ® m SQT== 'L \/ATQN 01 SCALE: I / 4" = I' — 0" 0 NEW GEMENTITIOUS STUCCO SYSTEM(TYP.),RE: SPEC 0 f• STJ)CCO SYSTEM NOT TO BE REMOVED,INTEGRATE W.RB. CO // W/NEW STUCCO SYSTEM,APPLY STO RESTORE(FINISH * REPAIR)OVER STUCCO TO REMAIN(TYP),RE: SPEC 0 O NEH HOOD SIDING: IX6 D PINE H/HIRE BRUSH FINISH,(I)COAT SIKKENS 5RD BUTTERNUT. NOTE: SOFFITS® DECKS $ ENTRIES SHALL BE THE SAME MATERIAL H LLJ 0 AS SIDING. EXISTING ROOF SOFFITS TO REMAIN AS 15. z > F- 04 NEW 2x6 RS::::::'::: 0 NEWbx6 R5 ` 0 LLl CO I • 0 NEH x12 DOUG-FIR RIDGE BEAM,RE: STRUCTURAL 0 WI "\____71 O NEW,6x12 DOUG-FIR HEEL BEAM,RE: STRUCTURAL Z U J 2 oc) ® NEW,6xl2 DOUG-FIR ARCHED BEAM,RE: DETAIL $ I UUST UCTURAL Z Z Cy w O 0 EXISTING ROOF TO BE REPLACED BY OWNER,COORD. LU o D U r FLASHING TIE-IN AT HALL/CHIMNEY N J C J O to NEH METAL STANDING SEAM ROOF,BY OWNER 0D ICC 0 < m Q u NEW2 STONE VENEER,(RE: SPEC)OVER EXISTING FRAME n/ WALL,l^1/2" STONE GAP,RE: DETAIL W LL r O NEW24 GA DREXEL BASE FLASHING W/1RINAR FINISH(OR I— X J EQUAL),COLOR MANSARD BROWN(OR EQUAL). X Q NOTE: BASE FLASHING ONLY AT STONE,UNLESS TOP OF \\ FOUNDATION HALL 15 LESS THAN_12"FROM GRADE. LU > 13 NEH METAL CHIMNEY CAP,BY OWNER all:t O 3 14 NEH CONCRETE LANDING. THE LANDING WIDTH $ DEPTH SHALL BE EQUAL TO THE WIDTH OF THE STAIRS PER2OI5 IBC - SECTION 1011,6. 15 NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB 0 NEW 2 STONE VENEER,(RE: SPEC)OVER NEW at COLUMNS, p n n 0 (RE: STRUGT.) W/4"STONE GAP,RE: DETAIL I pI) U U — Dl U -� G 17 BALUSTER5:2X8 RS CEDAR PICKETS W/2X R5 CEDAR TOP ^D V RAIL,MATCH EXISTING u I I '_FE -V- H LJ 0 _1 • ONEW GRIPSTRUT STEPS 6 STRINGER,RE: STRUCTURAL IMMENNIIIIIIIIIIII 0 o Ib NEH 2x5 R5 CEDAR BELLYBAND,RE: DETAILS * SPEC. ® c_ 14 @EXISTING SLABS TO REMAIN;NO WORK U.N.O. NO STAMPED ©COP oRr Mark I I CONCRETE. Donaldson ____-i__LArchitects f ATI o 9 o 0 NEW ROOF TO HALL FLASHING,RE: DETAILS,NOTES 8 SPEC. All Rights o FURR OUT HALL AT STONE,RE: ELEVATIONS,DETAILS $ STRUCT. Reserved T— All +0" GENERAL NOTES 13 ___I-IMI-1 1 1— Ak +0" +0" 0 ALL CRAWLSPACE VENTS TO REMAIN A6.I I CONTROL JOINTS: REFERENCE ASTM G 10,63 ROOF W/LT SHINGLE — \ / _ - �,� - 0 110.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND REMOVE e REPLACE ALL DRYER 8 BATHROOM VENTS ROOF W/ CARLISLE �--�-> _ I TIED AT EACH SIDE. UNDERLAYMENT < __ I I _ JC 111.4 CONTROL JOINTS-GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLE 10/3'1/2018 —L 1 +4" �C +4" I --�� I �� �_ _ '--1--- 0 PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLASHING DETAIL NOTES: ___ +4" �� - �- FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE _ - 0 _ NOT LESS THAN 1/8 N. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND • ALL HIDDEN FLASHING SHALL BE MINIMUM24 GAGE GALVANIZED METAL. / \ • ALL EXPOSED FLASHING SHALL BE 24 GAGE DREXEL TRINAR FINISH OR EQUAL. - 1 �_' 1804 I SHALL BE IN CONFORMANCE WITH 7.10.1.4./ - I tyzi RESISTANT SCREED OR G AT FOUNDATION. A CORROSION R 7.11.4.1 CONTROL JOINTS-CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN © WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT2 AND DELINEATE AREAS NOT MORE THAN FLASHING OF .1 MINIMUM SHIN INCH OR 26 GAGE GALVANIZED R PLASTIC WITH A MINIMUM 2 100 FT2 FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, • 2015 IBC, 1405.10.12.1 FLASHING GS, CURVES, OR ANGLE TYPE VERTICAL ATTACHMENT FLANGE OF 3 INCHES SHALL BE INSTALLED TO EXTEND NOT LESS THAN I INCHA6'1 7.11.42 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT IN EITHER DIRECTION OR ACCORDANCEEWI H SECTION LOW THE N1405.4.DATION THE WATER RESISTIVE BARRIER LATE LINE ON EXTERIOR STUD SHALLLLS ILAP OVER THE SOUTH & EAST '� A LENGTH-TO-WIDTH RATIO OF 2_ TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. ELEVATIONS CEILING FRAMING OR FURRING CHANGES DIRECTION. • 2015 150, 14O5.IO.1.5 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER 7.11.4.5 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES 1( I `I EXTERIOR WALL. ABOVE PAVED AREAS, OR NOT LESS THAN INCH ABOVE EXTERIOR WALKING SURFACES - AL SCALE: I / 4" = I' - O" 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 CONTROL JOINTS. THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. _ I -i = .5,41111111140;:e. . L - i - - -a ______ 1 jL____I 1 I J (--- Y------ i' — JJiqoplo- 121., 1 1 , _ , ,,____ , ) --)„,„,,,-* -_, , . , L, 11111 4 x BEAM - - - �� \ VICTOR MARK 3 g" X 4" GLULAM I NEW ROOF TO WALL +0 !� ,6X10 HEEL BEAM — -- 441111111111t _-( —FLASHING RE: DETAIL - - D O N A L S O +0" ; �-Tll� i ` ,6x12 BEAM i01 =� el ' s bXb WOOD COLUMN �� lil // Cmmt �_ t. - X12 HEEL BEAM �i T� i 0 o • - 0 0 6X12 ARCHED BEAM ° j � o +2" b 'l2 ARGHED BEAM o bXb WOOD COLUMN `� Q �— s —h _„ --).11.'-'--..41.11111 II ( OM iiii Di - li / I cp - / � \ — - ARCHITECTURE '� -mu% 770 h "�( _ t2 / M +2" - ) 1 PLANNING \_I'. I- - — - - - _ INTERIORS — _ _ `/ SINCE 1977 _ _ _ J XI MO —/`—� 4 r ` ' - • - _ I ° _ { - elARCHITECTS - _ - , - - �} -•liii — 1 , _ 90 ,U BENCHMARKROAD �( - —� 1111.0.11111111111161 SIIITF 9n7 ■ — _ _ ) - - ,� ___ - : iii"'mui ________, V ,,, FAli — �( �� —(( 1 ...._ _ ( ,-----��,� BOX 5300 - �� _ _____) r - AVON CO 81620 ,c:, ,,,,, �� )61. - — ( 970 . 949 . 5200 3" THICK STONE BASE �‘ _ h pp 2'-0" NEW STEPS $ HANDRAIL, \\ 7 C I I I S 1 v m d a. C o m RE: NOTES 5'-0" FAX 9 4 9 . 5 2 0 5 SLOPE CAP I/8" / 1'-0" MIN. 3" THICK ,, ;; .;~ ....,._ STONE BASE C / ,�.NLARSX' LVATION . INITS SI 5 : GVfiIO ., IfiS G5 TOR O (0 SCALE: I /2" = I' - O" 0SCALE: I /2" = I' - O"2O .5.G. SECTION 1015 GUARDS SECTION 1011 STAIRS E�(TERIOR COLORS ,(,,,,,;?-61;.; ` �', � SECTION 1014 HANDRAILS <1: <, ,' 1015.1 GENERAL. GUARDS SHALL COMPLY WITH THE PROVISIONS OF 1011.11 HANDRAILS. STAIRWAYS SHALL HAVE HANDRAILS ON EACH MATERIALS LEGEND �,� H / 1014.1 WHERE REQUIRED. HANDRAILS SERVING STAIRWAYS, RAMPS, SECTIONS 10152 THROUGH 1015.7. SIDE AND SHALL COMPLY WITH SECTION 1014. WHERE GLASS 15 c, A �(, , 1 - STEPPEDAISLES AND RAMPED AISLES SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ACCORDANCE WITH SECTION Ib07.8. HANDRAILS USED TO PROVIDE THE HANDRAIL, THE HANDRAIL SHALL COMPLY O ",i NEW CEMENTITIOUS STUCCO SYSTEM(TVP.),RE: SPEC ``'�-�--°�' } - 10152 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WITH SECTION 2407. REQUIRED FOR STAIRWAYS BY SECTION 1011.11 SHALL COMPLY WITH WALKING SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, �/ STUCCO SYSTEM NOT TO BE REMOVED, INTEGRATE W.R.B. � ` SECTIONS 1014.2 THROUGH 1014.4. AISLES, STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 EXCEPTIONS: O % I'l/NEW STUCCO SYSTEM,APPLY 5TO RESTORE(FINISH INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY I. STAIRWAYS WITHIN DWELLING UNITS AND SPIRAL STAIRWAYS REPAIR)OVER STUCCO TO REMAIN(TVP.),RE: SPEC Ca 1014.2 HEIGHT. HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. ARE PERMITTED TO HAVE A HANDRAIL ON ONE SIDE ONLY. NEW ROOF TO WALL _ 3 NEW WOOD SIDING: Ixb D PINE w/WIRE BRUSH FINISH,(I)GOAT FLASHING RE: DETAIL T ' OR FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN SIKKENS 5RD BUTTERNUT. �� ,, 34 INCHES AND NOT MORE THAN 38 INCHES. ACCORDANCE WITH SECTION Ib07.8. 2. DECKS, PATIOS AND WALKWAYS THAT HAVE A SINGLE NOTE: SOFFITS 0 DECKS 8 ENTRIES SHALL BE THE SAME MATERIAL ,6X12 BEAM ��I CHANGE IN ELEVATION WHERE THE LANDING DEPTH ON EACH AS SIDING. EXISTING ROOF SOFFITS TO REMAIN A515. EXCEPTION: 1015.3 HEIGHT. REQUIRED GUARDS SHALL NOT BE LESS THAN 42 INCHES SIDE OF THE CHANGE OF ELEVATION 15 GREATER THAN WHAT H .�� W 3 g" X 4" GLULAM / ( WHEN HANDRAIL FITTINGS OR $ENDINGS ARE USED TO PROVIDE HIGH, MEASURED VERTICALLY AS FOLLOWS: 15 REQUIRED FOR A LANDING DO NOT REQUIRE HANDRAILS. 0 NEVI-20 Rs CEDAR WOOD TRIM,RE: DETAILS a SPEC. Z > CONTINUOUS TRANSITION BETWEEN FLIGHTS, THE FITTINGS OR I. FROM THE ADJACENT WALKING SURFACES; O V 3. IN GROUP R-3 OCCUPANCIES, A CHANGE IN ELEVATION CONSISTING OF A SINGLE RISER AT AN ENTRANCE OR ® NENEH,b RS CEDAR COLUMNS,RE: STRUCTURAL W ry 6X12 HEEL BEAM • BENDINGS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT. C o • • 2. ON STAIRS, FROM THE LINE CONNECTING THE LEADING EDGES OF W,bxl2 DOUG-FIR RIDGE BEAM,RE: STRUCTURAL G 0 6X12 ARCHED BEAM 0 • 10143 HANDRAIL GRASPABILITY. ALL REQUIRED HANDRAILS SHALL THE TREAD NOSING5 EGRESS DOOR DOES NOT REQUIRE HANDRAILS. W imP m N- COMPLY WITH SECTION 10143.1 OR SHALL PROVIDE EQUIVALENT OO NEW,6xI2 DOUG-FIR HEEL BEAM,RE: STRUCTURAL 0 Lo 6x6 WOOD COLUMN GRASPABILITY. 3. ON RAMPS, FROM THE RAMP SURFACE AT THE GUARD. 4. CHANGES IN ROOM ELEVATIONS OF THREE OR FEWER ® Z Ur Jco RISERS WITHIN DWELLING UNITS AND SLEEPING UNITS IN GROUP NEW & ,6xI2 DOUG-FIR ARCHED BEAM,RE: DETAIL 10143.1 TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE EXCEPTION: R-2 AND R-3 DO NOT REQUIRE HANDRAILS. STRUCTURAL _ = 0 o0 i AN OUTSIDE DIAMETER OF NOT LESS THAN 1 1/4 INCHES AND NOT GREATER I. FOR OCCUPANCIES IN GROUP R-3 NOT MORE THAN THREE STORIES d EXISTING ROOF TO BE REPLACED BY OWNER,COORD. H O N ABOVE GRADE IN HEIGHT AND WITHIN INDIVIDUAL DWELLING UNITS IN OZ Z_ Cy THAN 2 INCHES. WHERE THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A R-2 NOT MORE THAN 3 STORIES ABOVE FLASHING TIE-IN AT WALL/CHIMNEY W C.)OGGllPANGIES IN GROUP PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES AND NOT GREATER GRADE IN HEIGHT WITH SEPARATE MEANS OF EGRESS, REQUIRED w 0 \ - - III THAN AND4 INCHESMINIMUM WITH AO MAXIM5-5ECTM GR0DIMENSION ALOF DIMENSION OF 2 1/4 GUARDS SHALL NOT BE LESS THAN 3,6 INCHES IN HEIGHT MEASURED io NEW METAL STANDING SEAM ROOF,BY OWNER �/ J V J INCHES GR055-SECTIONAL DIMENSION OF I INCH. EDGES0 D 0 Q IVERTICALLY ABOVE THE ADJACENT WALKING SURFACES OR Cie SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. NEW2 STONE VENEER,(RE: SPEC.) OYER EXISTING FRAME -�� ADJACENT FIXED SEATING. a WALL,w/2" STONE CAP,RE: DETAIL n/ CO Q > 1014.4 CONTINUITY. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, 1015.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE NEW 24 GA DREXEL BASE FLASHING VI/TRINAR FINISH(OR LwL , ' WITHOUT INTERRUPTION BY NEWEL P05T5 OR OTHER O$STRUGTIONS. O EQUAL),COLOR MANSARD BROWN(OR EQUAL). � OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER J NOTE: BASE FLASHING ONLY AT STONE,UNLESS TOP OF 1014.5 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. FOUNDATION WALL I5 LESS THAN 12" FROM GRADE. X --111 - I — ,-1 EXCEPTION: O > - - 1014,6 HANDRAIL EXTENSIONS. HANDRAILS SHALL RETURN TO A WALL, is NEW METAL CHIMNEY CAP,BY OWNER w GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE I. FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT i4 NEW CONCRETE LANDING. THE LANDING WIDTH $ DEPTH Cr _1 HANDRAIL OF AN ADJACENT FLIGHT OF STAIRS OR RAMP RUN. WHERE HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES O SHALL BE EQUAL TO THE WIDTH OF THE STAIRS PER2OI5 IBC i_ - _ - HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL IN DIAMETER. SECTION IOII,6. )? , L� �( - EXTEND HORIZONTALLY AT LEAST 12 INCHES BEYOND THE TOP RISER AND is NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB ` - i _ CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM NOTE: THE LOWER DECKS DO NOT REQUIRE GUARDRAILS A5 THEY ARE O 111��r �( I '\ J �(�( RISER. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION LESS THAN 30" IN HEIGHT FROM GRADE WITHIN 5 FEET. GUARDRAILS ARE NEW2"STONE VENEER,(RE: SPEC.) OVER NEw CMU COLUMNS, 1 ( OF THE FLIGHTS OF STAIRS AT STAIRWAYS AND THE RAMP RUNS AT RAMPS. BEING PROVIDE TO HELP DEFINE SPACE A5 WELL AS MATCH THE PROPERTY ® (RE: STRUCT) MI 4"STONE GAP,RE: DETAIL t ----"' 411 - - MI STANDARD. KM _ - - - _ 1014.7 CLEARANCE. CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR i7 BALUSTERS:2X8 RS CEDAR PICKETS VU2X R5 CEDAR TOP I -11 D) [1 :k0 „vi---- / ) ( OTHER SURFACE SHALL BE NOT LESS THAN 1 1/2 INCHES. A HANDRAIL AND RAIL,MATCH EXISTING , I 1 i _1 �� _ - A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE i8 NEW ORIPSTRUT STEPS $ STRINGER,RE: STRUCTURAL 1 IT%MI 11 J �� OF ANY SHARP OR ABRASIVE ELEMENTS. la' NEW2x8 RS CEDAR BELLYBAND,RE: DETAILS $ SPEC. 1014.8 PROJECTIONS. PROJECTIONS INTO A REQUIRED WIDTH OF STAIRWAYS � AT EACH SIDE SHALL NOT EXCEED 4 1/2 INCHES AT OR BELOW THE -@ EXISTING SLABS TO REMAIN;NO WORK U.N.O. NO STAMPED CONCRETE. ©COPYRIGHT 1 HANDRAIL HEIGHT. PROJECTIONS INTO THE REQUIRED WIDTH SHALL NOT BE Victor Mark LIMITED ABOVE THE MINIMUM HEADROOM HEIGHT REQUIRED IN SECTION 1011.3. @ NEW ROOF TO WALL FLASHING,RE: DETAILS,NOTES 8 SPEC. Donaldson / �I �I �ITPROJECTIONS DUE TO INTERMEDIATE HANDRAILS SHALL NOT CONSTITUTE A OFURR OUT WALL AT STONE,RE: ELEVATIONS,DETAILS 8 STRUCr. All i ectsE I ` LARS --L--\ AT I O I `l I `l I I S 5 REDUCTION IN THE EGRESS WIDTH. Reserved O t SCALE: I /2" = I' - O" �( GENERAL NOTES ALL GRAWLSPAGE VENTS TO REMAIN REVISION REMOVE It REPLACE ALL DRYER $ BATHROOM VENTS CONTROL JOINTS: REFERENCE ASTM C 10,63 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED ATEACH SIDE. DATE 10/31/2018 7.11.4 CONTROL JOINTS-GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLASHING DETAIL NOTES: FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE • ALL HIDDEN FLASHING SHALL BE MINIMUM24 GAGE GALVANIZED METAL. JOB N O. 1804 NOT LESS THAN 1/8 IN. OR A5 REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND • ALL EXPOSED FLASHING SHALL BE 24 GAGE DREXEL TRINAR FINISH OR EQUAL. SHALL BEO IN CL JOINTSNCE-CONTROL WITHROL 1.10.1.4. • 2015 IBC, 1405.10.12.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR 1.11.4.1 CONTROL JOINTS-CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT2 AND TO DELINEATE AREAS NOT MORE THAN FLASHING OFA MINIMUM 0.01 INCH OR 2b GAGE GALVANIZED OR PLASTIC WITH A MINIMUM ENLARGED 100 FT2 FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE VERTICAL ATTACHMENT FLANGE OF 3 2 INCHES SHALL BE INSTALLED TO EXTEND NOT LESS STRUCTURES. THAN 1 INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD HALLS IN ELEVATIONS 1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE A LENGTH-TO-WIDTH RATIO OF 2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. CEILING FRAMING OR FURRING CHANGES DIRECTION. • 2015 IBC, 1405.10.1.3 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES EXTERIOR HALL. ABOVE PAVED AREAS, OR NOT LESS THAN_ INCH ABOVE EXTERIOR WALKING SURFACES SHEET NO. A2 .3 1.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 CONTROL JOINTS. THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. 0 CIF I/4/ NEW (I) LAYER TYVEK COMMERIALWRAP ::.5 1. (2ND LAYER) \ i i EXISTING 2X6 FRAME WALL W/ INSULATION ` � \ 01 ���D�� �l._ , FLASHING W/ DRIP EDGE, Is � RE: FLASHING DETAIL ff 13118 NEW (I) LAYER TYVEK DRAINWRAP 1 NOTES ' , NEW BITUTHENE, RE: SPEC., ' 11 (1ST LAYER) EXTEND 3b" UP WALL N N All 9 ii `' -11 NEW STUCCO SYSTEM j „ NEW 2X6 R.S. CEDAR, +�-, NEW I/2 05B SHEATHING WINDOW HEAD TRIM 'gyl. NEW SELF-FURRED WOVEN WIRE � TYVEK DRAINWRAP RE: SPEC. �. SHALL BE 4 1/2" ABOVE THE — i% NEW 2X6 R.S. CEDAR, .1; I ROOF SURFACE �� V = i a� __ z �� WINDOW WINDOW JAMB TRIM � _\�,� ` O NEW CASING BEAD W/ WEEP HOLES • j NEW STONE VENEER / �_'� "°' NEW STUCCO SYSTEM I / �— 1 �I NEW 2"X3" METAL FLASHING, RE: NOTES 10 --'. .— I �or�. e,� __ O 1 — I;- `ly. NEW SELF-FURRED WOVEN WIRE m �''�' 1 ` . NEW 2" SNAPPED EDGE STONE GAP, /— NEW 2X6 R.S. CEDAR, E��. l SLOPE TO DRAIN a MIN. ~ WINDOW SILL TRIM \ . NEW 1/2" OSB SHEATHING i PLACE NAILS 50 THE NAILS I v . ARE COVERED BY THE STONE H NON TR ETA \ NEWI/2" OSBSHEATHING ;1, NEW (I) LAYER IYVEK GOMMERGIALWRAP I` NEW 8" GONTINI011S METAL(2ND LAYER) ' FLASHING RE: NOTES y 1 0 EXPANDED METAL LATH i M 4 lir— rwA_J NEW (I) LAYER TYVEK GOMMERGIALWRAP NEW I LAYER 1YVEK DRAINWRAP // z, 1 NEW I"X3" METAL FLASHING\ ' , 1 ) Milignie SCALE: 11/2" = 11-O" \,tn ' - \ mir (2ND LAYER) ;9 . (IST LAYER) \ W/DRIP EDGE, RE: NOTESy NEW METAL STANDING / . NEW (I) LAYER TYVEK DRAINWRAP . SEAM ROOF BY OWNER w ""1lr�� (IST LAYER) =01\h' ice- 1_il_L EXISTING 2X6 FRAME WALL W/ INSULATION J — ..:, TT v � E � �. ;;� W-411, � � � x, �-;_; __ ;- �- � �� ( ;:�- IXS R.S. CHANNEL LAP CEDAR SIDING - C7 � ,. :1, NEW CASING BEAD W/WEEP HOLES . �' tn in ��ra. NEW R-13 INSULATION RE: SPEC NEW ICE 4 WATER SHIELD IN II . Y d EXISTING 2X6 FRAME WALL W1 INSULATION 'Is• NEW 2"X4 3/4" METAL FLASHING, SLOPED TO \ e ! NEW ROOF SHEATHING, IT ' °� �._ NEW (I) LAYER TYVEK DRAINWRAPDRAIN RE: NOTES, FLASHING COLOR TO \ ! ! RE: STRUGT. (15T LAYER) ��� ; �� - - � / ARCHITECTS 1 NEW 2X FURRING, RE. PLAN FOR WIDTH = �:— MATCH STUCCO COLORE i •\ ! ! ��, v NEW I/2 OSB SHEATHING A6.2 �c� 3,� ; ; NEW ROOF FRAMING, \ 90W BENCHVARKRORD �, ! RE: STRUGT. �. NEW STONE VENEER \ EXISTING 2X6 FRAME WALL W/ INSULATION / � NEW PT 2X PLATE ; /� 4"1"� �� NEW FLASHING, RE: NOTES BOX 5 3 0 0 - �� — EXISTING STUCCO SYSTEM TO REMAIN E 4 \ • fn a � I �����"� AVON CO 81620 • NEW I"X4" METAL FLASHING ° e NEW 2X8 RS CEDAR BELLYBAND I ° I W/ DRIP EDGE, RE: NOTES ° pfi , 970 . 949 . 5200 10"24 GA METAL BASE v ppfi p NG �1�. o fi v a l FLASHING, RE: NOTES ° i TCN ��� S ,GT \"'�,':: NEW (I) LAYER TYVEK GOMMERIALWRAP C h r I S j@ V m d a. 0 m \ v EXISTING GRADE °� e 11 /�S <?S ��� 1�. (2ND LAYER) FAX 9 4 9 . 5 2 0 5 ° a ' I %d— BACKER ROD 4 CAULKING I \ —� v a a.v EXISTING GRADE ZLzvA j p i� ^ CASING BEAD ,M rr�-�•w'� '^ - EXISTING 8 CONCRETE v NS Cs i C,^ ° '\ o FOUNDATION WALL a ° EXISTING 8" CONCRETE i �,t ° FOUNDATION WALLj . NEW (I) LAYER TYVEK DRAINWRAP v °v \ i (IST LAYER) ° `: '..TOR G v v // \ ; ._ 1 T X 17 GA SELF-FURRED WOVEN a1 ,t9? _. STUCCO NETTING s 1 " . STUCCO SYSTEM r S — ASHSTON— SGALE: S- -� SST,CGO „ TO ROO— -,ASS G -T , @ - T �' i 1 1/2" = I'-O" SCALE: I 1/2" = I'-O" SCALE: I I/2" = I'-O" -- ` � _ ,_ TR Ivi 5AN A _____ .. EXISTING 1/2" THERMO-PLY TO \ SGALE: I 1/2" = I'-O" REMAIN AT NAILING FIN y EXISTING 2X6 FRAME WALL W/ INSULATION Cia ��`,`, „�,�. r NEW BITUTHENE, !'= EXTEND 3,6 UP WALL ` ,.. IXS R.S. CHANNEL LAP CEDAR SIDING F LL.I �'I, NEW 1/2" OSB SHEATHING �_ z > ►' NEW 1/2" OSB SHEATHING LL.1 V w�� ____� +I NEW (I) LAYER TYVEK DRAINWRAP . NEW (I) LAYER TYVEK DRAINWRAP la , (1ST LAYER) NEW FLAS DRAINWRAP RE: SPEC. SHALL BE (1ST LAYER) 2 0 �l11111�-.......IPWWW IIIIIII 4 1/2" ABOVE THE ROOF SURFACE, OVERLAP . W m ti� STEP FLASHING ��111 1 NEW R5 CEDAR TRIM 4111 NEW 1/2" OSB SHEATHING U IXS R.S. CHANNEL LAP CEDAR SIDING \��� . EXISTING 2X6 FRAME WALL W/ INSULATION = 0 pp EXISTING SOFFIT, PAINT —/i ., RE: SPEC O — NEW FLASHING, RE: NOTES z z = 0 EXISTING FRAMING W/ INSULATION ' 1.11 o _) ^ PLACE NAILS HIGH, SO NAILS IiiiIIIIIIII NEW 2X12 R5 CEDAR TRIM Q C:C 0 < ,rir, ARE OVERLAPPED BY THE NEXT m Q > ..':-:....T UPSLOPE STEP FLASHING EXISTING BEAM W `I 1 ' H J N — immi NEW STEP FLASHING, RE: NOTES \ EXISTING SOFFIT, PAINT LI] Q EXISTING" THERMO-PLY TO REMAIN > / 0/7 4CC � / //� /est" / 2, — E—a SO" T ETA 4 a 4 � EXISTING ROOF SHEATHING i i ``-.,, :� � // / � 6 SCALE: I I/2" = I'-O" EXISTING 5" CONCRETE FOUNDATION NMI = B) Mil lilHe a . WALL NEW INSULATED ROOF \\ , / / \ D '-'J SHEATHING, BY OWNER EXISTING STUCCO SYSTEM NOT TO BE NEW ROOF FRAMING, ` // / N N REMOVED, APPLY 5TO RESTORE RE: STRUGT. --""--=::-, / / (FINISH 4 REPAIR) OVER STUCCO TO REMAIN (TYP.) + '--:, • / \\ ©COPYRIGHT ETA -. •�' Victor Mark � �, Donaldson5 O 3 _ c� Sr/ :i`` � // // .-..cts All Rights T SCALE: 1 1/2" _ -O" ti.koofi : _,1 n''' ra Reserved o 8� / o I ,,p : - .., ► 1\\ _ _ 10131/2018 \ N3_ 1804 DETAILS /' HA„ TO ROO -_ASH NO 3ETA — _ EX ST NO ROO— i �-� SGALE: 1 1/2" = 1'-0" :=--- 4i7 1 A6 . ' 1; °F1/4 itqPI jdi 'Ill 11A eft .7.7i epf Q°7 16,01 NEW (I) LAYER TYVEK DRAINWRAP 'I 1 12/ 03/18 (15T LAYER) / ,1 'IU\/ % `1 NEW (I) LAYER TYVEK \/ ; GOMMERIALWRAP (2ND LAYER) 11 \ 14:141‘40 =4° ��NEW SELF-FURRED WOVEN WIRE 4I `NEW STONE VENEERNEW STUCCO SYSTEM I ,110 ��/ EXPANDED METAL LATH ii `��e� ► ; NEW I/2" 055 SHEATHING 4I ` WZ / \/' ,�/ \ T \,\ ON 41 _ ` �� NEW (I) LAYER TYVEK ---.Iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii NEW CASING BEAD W/ WEEP HOLES 1 GOMMERGIALWRAP (2ND LAYER) �t _.... NEW 2"X3" METAL FLASHING, RE: NOTES (I / _ --noliiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 41 DRAINWRAP (ISTAYER) *411\‘O`Ker/ I NEW 2 SNAPPED EDGE STONE CAP, 1 \\4‘1\\*1 --...11111111111111111111 SLOPE TO DRAIN 4 MIN. \ NEW Ill" OSB AILA f- 44)° \ l ':- NEW 2X FURRING, RE: PLAN FOR WIDTH I _ I , IN `1 NEW EXTRUDED POLYSTYRENE (XP5) INSULATION \ BETWEEN FURRING, PROVIDED BY OWNER \hi*Lf � — 1 f NEW PT 2X PLATE \` �� \I-_ \;V[e]Zi. �.� E . — f \‘‘‘ ' 'TPIIIIIIIIIIPP---aillal1111111111111111111111111111 V EXISTING 2X6 FRAME WALL W/ INSULATION/ �� �,�,[7��- NEW STONE VENEER I� \- E!,•-,-_Fit_ Q NEW PT 2X PLATE, RIPPED - 1 it / \ — 'I \ EXISITING FLOOR FRAMIN / NEW I"X4" METAL FLASHING1‘,.....:2011 �� L\.\\\X W/ DRIP EDGE, RE: NOTES \\\\\�� ARCHITECTS NEW (I) LAYER TYVEKV DRAINWRAP (IST LAYER) 10"24 GA METAL BASE 90WBENCHVARKR0AD ��\"0aa_� FLASHING, RE: NOTES NEW (I) LAYER T'(VEK `r NEW I"X4" METAL FLASHING COMMERGIALWRAP (2ND LAYER) k4 )1 W/DRIP EDE, RE: NOTES BOX �( 5 O 0 \\* ' ;. / EXISTING GRADE Q / U /\ �J f v AVON CO 81620 NEW 2X FURRING, RE: PLAN FOR WIDTH f Q f \ STAMPED CONCRETE SLAB, 970 . 949 . 5200 f \ RE: PLANS $ STRUCT. EXPANDED METAL LATH f EXISTING 8 CONCRETE a chrisj@vmda. com \\\®� f FOUNDATION WALL V f m FAX 949 . 5205 EXISTING 2X6 FRAME WALL s\\\\ / W/ INSULATION V 111111 Q EXISTING 8" CONCRETE Ov' c Q4 ^'`\FOUNDATION WALL NEW R-13 INSULATION 140' r , � �� VI°a TG,'� Pr \\\\\\ l °a - � =— � � -T — �- -N-ARG-� --ASH NG -T - @ -NTR' , ..,,,.. . ,. , i,,,ARG-3 ,ASS G -T - @ STS - GAP ,--- $ , ARG--,_ _ SCALE: ��� _ 1._0.. SCALE: ��� _ 1._0.. \\,...s...,:z_SCALE: 6 = I -O ` �t A'P��i Ca *\;I 14: = �1 1:\\‘ w \/' iLINE OF EXISTING SLAB H �� I 7 w V E �f ;` NEW STONE VENEER - 2 0 I s*N I► CO N- EXISTING 2X6 FRAME WALL W/ INSULATION �_41;''‘,1\1/4\,\\\_......iiiiiiiill ' I,7 imiw 0 c0 \/ ,i•VkkS, NEW 1/2" OSB SHEATHING I IIIIIIIIII \ � d//////// \\\\\\\ 140 \ z C \ w 1 ° CY H 0 o a V ° \ H 4 NEW GUT STONE VENEER TYVEK DRAINWRAP RE: SPEC. SHALL BE 4 12 A J r/ 141111111111.... �/ !` ABOVE THE ROOF SURFACE ` d `® \f / , ,v o � N ° ° OD Q Q 1 t Irm <�/ I \ /': 4 4 4 NEW 84 (1 5/8 X 15 5/8 ACTUAL CMU N °krx BLOCK, GROUTED PER STRUCTURAL Ct 11� NEW ICE 4 WATER SHIELD / , o a <, , _, L NEW I X3 META FLASHING J Lk \ \ \\\\ `� \ X W/ DRIP EDGE, RE: NOTES \ w \/ 11. / ( Y / NEW 8" CONTINIOUS METAL FLASHING, RE: NOTES / ® NEW 4 SNAPPED EDGE STONE J `� / GAP, SLOPE TO DRAIN 1/8" MIN. ClIC �• / 1. NEW METAL STANDING SEAM ROOF BY OWNER �. / NEW ROOF SHEATHING, RE: STRUGT. \/ \" 0 NEW POST \ � ,6X6 NEW ROOF FRAMING, RE: STRUGT. _ k\.\\-\\ / 0 \ '\ \ )` �I - / / 0 \ LINE OF EXISTING SLAB IKUHLIDAHO ' MEM NM MERRERMENNEEN IRRNERREMERMERMENE ME NM 0 \/ , k\ //////// Y/ \/ a) , ' ' ' \ \ \ \ \ \ \ e. \\\\\\\ , ,/7/ � N/ FLASHING DETAIL NOTES: .�a ,,, \/. \ ©COPYRIGHT 0 \/ • ALL HIDDEN FLASHING SHALL BE MINIMUM 24 GAGE GALVANIZED METAL. \ 0 \ Victor Mark \/ \ 4d 4 A • ALL EXPOSED FLASHING SHALL BE 24 GAGE DREXEL TRINAR FINISH OR EQUAL. d. a h \ Donaldson \ ° � d III F0 \• Architects u� \ a� 2015 IBC, 1405.10.12.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR � a o \/ FLASHING OF A MINIMUM O.OI4 INCH OR 000_26 All Rights 6 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM ' o a a Reserved VERTICAL ATTACHMENT FLANGE OF 3 INCHES SHALL BE INSTALLED TO EXTEND NOT LESS \ \ 4 °d. d e 141 V a N/ THAN I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ° '. 4 ®. . 0° ao o N/ 1411411— 1 ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE N/ EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. • 2015 IBC, 1405.10.1.3 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER ��� j �� SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES //f/�j �i' %f//�///� . �� %// j 77/1�1. /�'///i/// f ABOVE PAVED AREAS, OR NOT LESS THAN INCH ABOVE EXTERIOR WALKING SURFACES \ N/ THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. _ I'-3 5/8" 3✓8" 7 5/8" 10131/2018 I / / / I / 2'-31/2" / ! oBNo. = 1804 I ENARSE� =-ASH G -T - @ ROOT T� -- ,UNCTURE 4 - _ ENLARGED" - 1' 0" - / STS - CM CO EASE SETA - 1 1 DETAILS SCALE: 5" = 1'-0" DIVIDING WALL SIMILAR o lift. I. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER 4tor J �1�7 WITH GRACE VYCOR PLUS TO FORM WATER-SHEDDING LAPS 2.RIPGORD®HAS BEEN REMOVED AT SILL FOR EASE OF 12/03/18 INSTALLATION AND/OR COORDINATION OF OTHER TRADES EXTERIOR SHEATHING STEPS 2 * 3 FOR EXISTING WINDOWS 3.SCORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE TO REMAIN, DO NOT REMOVE WINDOW HEADER TO ALLOW FOR GRACE VYCOR PLUS INSTALLATION IONLY 4. INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDERFOLD UP WEATHER WEATHER FOLD UP WEATHER RESISTIVE WEATHER RESISTIVE BARRIER;MECHANICALLY FASTENRESISTIVE BARRIER AND AS NECESSARYTEMPORARILY SECURE MECHANICALLY FASTEN AS NECESSARY IN RESISTIVEBARRIER AND TEMPORARILY .FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD NEW 1/2" 056 SHEATHING CORNERS THROUGH GRACE VYCOR PLUS; BARRIER SECURE FLASHING AND SEAL SIDE EDGES WITH WEATHER RESISTIVE R5 I� \ �s �yAO TEXTEND UP,6"OP W/ METAL FLASHING $FURRING. COVER VER / BARRIER TAPE OR GRACE VYCOR PLUS ���� el y\77 0 n NEW (I) LAYER TYVEK DRAINWRAP ���� WEATHER RESISTIVE (15T LAYER) ?� i MECHANICALLY FASTEN A5 NECESSARY IN � P BARRIER (CHECK — WEATHER CORNERS THROUGH GRACE VYCOR PLUS IV e LOCAL BUILDING CODE NEVSEE (I) LAYER TYVEK COMMERCIALWRAP y� RESISTIVE ��S�S� FOR REQUIREMENTS) \ EXTERIOR SHEATHING v �� (2ND LAYER) i� BARRIER Q 1/ TAPE y gP� (5 vc -I b c��� NEW SELF-FURRED WOVEN ' T z roR oPna�) r�EP STUCCO NETTING )1 \ \C� � (:) %41. 6 O �'5\s� 0 O \\►Sii\ A • I�` ►�.► 0, CORNER PATCH NEW STUCCO SYSTEM (ASSEMBLED WiNvo�U W. ��� � �� (RE: VGRDET-504 : 0 I:ill • —�0 AS OPTION) �, 2 i GRACE VYCOR PLUS EXTEND DOWN GRACE I --=� 0 _ CASING BEAD W/ WEEP HOLES TO BOTTOM OF 2X6 FURRING *10-S'4-4-401416 . ,� �� Ii EXISTING2X FRAME i VYGOR NEW FLASHING ( " XII/2" X 4") WALL W/ INSULATION �, i . �� z11_IIGRACE VYGORNER�""OR CORNER �� GRACEW/DRIP EDGE, RE: NOTES 1 ��I° VYCOR PLUS \V-Matili• it o • PATCH RECOMMENDED (SEE II III: NEW 2X6 RS CEDAR TRIM VCRDET-501 OR VCRDET-504 1 • FOR OPTIONS ,,` 1 0 0 0 0 0 0 GRACE VYCOR A R C H I E u o NEW WINDOW FLASHING EXISTING %8" GYP. BD. NOTES: i NOTES: RE: DETAIL 3/A1.1 ,�•� DO NOT FLASH OVER BOTTOM NAILING FLANGE A. VISIT GRAGEGONSTRUGTION.GOM FOR THE MOST A. VISIT GRAGEGONSTRUGTION.GOM FOR THE MOST CURRENT DETAILS, 9 0 VI B E N C H V A R K R 0 R D L- 1 EXISTING 1/2" THERMO-PLY INSTALLATION VIDEO AND PRODUCT DATA SHEETS NEW 5TO GUARD \ , TO REMAIN AT NAILING FIN CURRENT DETAILS, INSTALLATION VIDEO AND B. RIPGORD®GAN BE REMOVED FROM GRACE VYGOR PLUS FOR WATERPROOFING HEAD FLASHING TIE-IN INSTRUCTIONS: PRODUCT DATA SHEETS EASE OF INSTALLATION ASSEMBLY G. INSTALL GRACE VYGOR PLUS IN ORDER AS SHOWN BY NUMBERS m i EXISTING TRIM / CASING B. RIPCORD® CAN BE REMOVED FROM GRACE D. MECHANICALLY FASTEN AS NECESSARY BOX 5300 • CUT, FOLD UP AND TEMPORARILY SECURE WEATHER RESISTIVE E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V4O AND VYCOR BACKER ROD 4 CAULKING I - BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION VYCOR FOR EASE OF INSTALLATION BUTYL 1, AVON C081620 • INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER WEATHER G. REMOVE WEATHER RESISTIVE BARRIER FROM TOP EXTERIOR SWING DOOR WITH DECK 1 RESISTIVE BARRIER ALONG HEADER OF WINDOW SILL PLATE FLASHING INSTALLATION AFTER HEATHER RESISTIVE BARRIER 970 . 949 . 5200 GRACE VYCOR®PLUS SELF-ADHERED FLASHING WINDOW FRAME I • FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING D. INSTALL GRACE VYCOR PLUS IN ORDER AS SHOWN AND SEAL WITH TAPE AS SHOWN ABOVE BY NUMBERS ENTR - - c h r i s @ v m d a. c 0 m SCREEN ON OPERABLE UNITS O _ASH NS \ E. CHECK LOCAL BUILDING CODES FOR WEATHER (4) FAX 9 4 9 . 5 2 0 5 WINDOW GLAZING RESISTIVE BARRIER REQUIREMENTS AND INSTALL SCALE: N.T.S. GRACE VYCOR D WEATHER RESISTIVE BARRIER - HEAD TO FORM WATER-SHEDDING LAPS • C, Oi \ F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 , EXISTING DOOR SIMILAR AND VYCOR BUTYL " CO 'TOR o G. ALTERNATE FLASHING MAY USED WITH WRITTEN PERMISSION FROM ARCHITECT i `A A,.,K \ * i EXISTING 545" EXISTING TRIM / CASING IAl NOIAlAS',ASH NG =TA , ' GYP. 6D. 5 \, . SCALE: N.T.S. ` ' D AP,C\ Y\ NEW 1/2" 055 SHEATHING / `ii XISTING 2X FRAME �i NEW (I) LAYER TYVEK WALL 1/4/ INSULATION \\ WINDOW SILL BELOW LINE OF TRIM BEYOND DRAINWRAP (1ST LAYER) �\ �,d� z mmill j NEW (I) LAYER TYVEK r EXISTING DOOR, DO NOT REMOVE U.N.O. COMMERCIALWRAP �� ��ME W V (2ND LAYER) ,- »> ���:ff tii i= - If W NEW SELF-FURRED WOVEN ilieV_� NEW GALVANIZED METAL FLASHING 2" X 10", RE: NOTES co STUCCO NETTING EXISTING 1/2" THERMO-PLY ZLia-t D TO REMAIN AT NAILING FIN 0J Lf') NEW STUCCO SYSTEM < 0Co BACKER ROD 4 CAULKING = 0 O CASING BEAD NEW 5TO GUARD Z Z WATERPROOFING BACKER ROD 4 CAULKING W Q -, U BACKER ROD 4 CAULKING ASSEMBLY NEW 2X6 RS CEDAR TRIM NEW WINDOW FLASHING RE: DETAIL 3/A7.1 _ — 5 Q U EXISTING DOOR SIMILAR /. 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BD. a p a Reserved EXISTING X FRAME V � NEW (I) LAYER TYVEK DRAINWRAP, WALL W/ INSULATION (1ST LAYER) V a111111111\ 1 NEW (I) LAYER TYVEK i a P COMMERCIALWRAP (2ND LAYER) \\/\\/\\/\\/\\/\\/ /\\/\\ NEW SELF-FURRED WOVEN NEW 1/2" 055 ��\�\�\�\�\�\�\�\�SHEATHING \\ \\ \\ \\ \\ \\ \\ \\ � 1013112018 STUCCO NETTING > /��\ /\������������ NEW STUCCO SYSTEM - \ / ��%�/ '' \/ /\/ = 1804 I I WINDOW „ S ,, FLASHING DETAILS 0 EX ST NG IA NDOIA1 ASH NG -TA ,_ ENTR ' 3008 ',ASH NG SETA - = _ A7 . 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V A1` /.r' GE\ERA_ DE VO_ T ON NOTES: r 406 Opipr Sirlictirkik11�■ 1 ■ 11I ■ 1 ■ 1THE FOLLOWING NOTES ARE TO ASSIST IN COORDINATION �`SNOW CLIPS ®24" O.G. L-- ■•- . ■ - . - -. I . - ■- - -I ■- - - I - �. ■- - v [ WITH BUILDING OFFICIAL AND TO COMPLY WITH STANDARD ° 'S.. 0(STAGGERED BY ROW) �. ►. � i in m OF CARE AND INSURANCES IN PLACE. �- c LJ l LJ LJ I_ . l LJ l c l - l l c c c 1 1 SNOW CLIPS a 12" O.G. m (STAGGERED BY ROW) I. A SCHEDULE FOR DEMOLITION, AS REQUIRED BY OWNER ( 4 5 SHALL BE SUBMITTED TO OWNER FOR REVIEW. ❑ ❑ ❑ -� ❑ A8.0 2. MAINTAIN EXISTING MEANS OF EGRESS TO TOWNHOMES Ca AS REQUIRED BY BUILDING OFFICIAL/ IBC. 3. CONTROL $ KEEP ALL COMMON AREAS, OUTDOOR AREAS $ PUBLIC AREAS FREE OF ALL DEBRIS, $ I- �' W 2 MATERIALS FOR THE DURATION OF DEMOLITION $ NEW Z © - CONSTRUCTION., INO O ROO- FLAN ASD0 4. PROPER TRASH REMOVAL SHALL BE COORDINATED 2 0 %ALE: 1/4" = 1' - O" WITH OWNER. U lim m UJ D h- Z cfl DEVO = T ON \OTES: Q = v a) = 0 O I. REMOVE AND PROPERLY DISPOSE OF EXISTING RIDGE Z Z CY VENTS, SNOW CLIPS, EXISTING WOOD SHINGLES, I x4 WLJ.1 tfr NEW METAL FLASHING a U AT WALL FURRING STRIPS, AND PERIMETER FLASHINGS. J CID a J F-� F-� , NEW 1 1/2" STANDING SEAM ® 2. EXISTING 2x2 SLEEPERS, DRY ROOFING FELT AND 0 0 0 Q 12" O.G. METAL ROOF PLYWOOD ROOF DECK TO REMAIN. INSPECT FOR E m < RE: RE-ROOFING NOTES. DAMAGE AND REPORT TO OWNER FOR APPROVAL TO w r NEW CARLISLE WIP 300 REPAIR AND/OR REPLACE AS NEEDED. I- J UNDERLAYMENT (FULL 4, / 3. GLEAN SWEEP ALL ROOF WORK AREAS $ X Q COVERAGE) NEW METAL FLASHING PATCH/STAPLE DOWN ANY CURLED DRY FELT EDGES $ LLQ > NEW 1 1/2" STANDING SEAM o 12" O.G. REPLACE ANY MISSING OR DAMAGED DRY FELT, ALL METAL ROOF, RE: RE-ROOFING NOTES. _ NEW 3/4" TSG GDX �1-.44 , AT WALL "SHINGLE STYLE" FOR PROPER WATER FLOW OVER 41:3C: PLYWOOD 40 EAVES. NEW CARLISLE HIP 300 NEW 3/4" T4G GDX NEW 1 1/2" STANDING 4 SEAM ® 12" O.G. METAL UNDERLAYMENT (FULL COVERAGE) PLYWOOD ROOF n NEW FLASHING % RE: RE-ROOFING NOTES. PROFILE RE: DETAIL "W- _ 1 4* NEW CARLISLE !NIP 300 - �� \S \� ® ` 1160M -1 I D) H O n 1 UNDERLAYMENT (FULL r di�. COVERAGE) I. ATROOF DECK F p) 1' - J „„„„, „„„,,,f ,„„„„„„„„„t I INSTALL ROOF JACKS REQUIRED D G OR FIM1 << «««««« <<<<<<<<<<<<<<<<<<K<< )<<< <<<<< < NEW 3/4" T G GDX 4 # ALL EXISTING PIPE PENETRATIONS. MMT( MVARM ��� ��� /0"4"....._ ���\ PLYWOOD llop 1I• 2. INSTALL FULL COVERAGE OF NEW 3/4 TSG GDX �I: �% PLYWOOD ROOF DECK BY SCREWING INTO EXISTING 2x2 ©COPYRIGHT 2 3 ���� SLEEPERS PER ENGINEER. NEW PLYWOOD PANELS MUST Victor Mark AS.o �/� SPAN OVER LAST SLEEPER AND SECURED TO EXISTING Donaldson 0 8.0 /= %, Architects --At.; � � FASCIAS, FLUSH TO THE OUTSIDE, ALL AROUND. All Rights � �- �II� Reserved /t.'Vt....4,-; i 3. ROOF PECK AND INSTALL NEW PERIMETER NEV1 SHEET METAL CRICKETSL BEHIND •1�� ' NEW FLASHING PROFILE CHIMNEYS RE: DRAWINGS FOR FLASHING PROFILE. REVISION AT • • • • _� �% / RE: DETAIL ALL METAL FASTENERS MUST BE CORROSION : . \/\./ ► ' RESISTANT. C • �/� \.\, \/\/ \. I --d.... �i1� 4. DECK FOR PROPER ADHERANGE OF NEW CARLISLE W PLEAN $ PREPARE PLYWOOD F300 SEL ADHERED - - - - �<<< ««««««««««««««««««««<�«< «««« ''�:/_ ROOFING UNDERLAYMENT. DATE 10/31/2018 SOFFIT: RE: NOTE #3 - - - - -4 5. INSTALL NEW FULL COVERAGE OF CARLISLE WIP 300 JOB No, UNDERLAYMENT OVER PLYWOOD DECKING AND NO. 1804 0 ON SHEET A/2.1 I - - _ PERIMETER FLASHINGS, PER MANUFACTURER. IvTAL RQO- RAKE ETA _ El _ _ ./\/ h. INSTALL NEW GERTAINTEED PRESIDENTIAL TL ROOF PLAN (COLOR= AGED BARK") ASPHALT ROOFING SHINGLES & DETAILS SCALE: 3" = 1' - O" � PER MANUFACTURER, AS SHOWN ON DRAWINGS. r 1. INSTALL NEW TRA SNOW 4 SUN SNOW BRACKET D (COR-TEN MATERIAL) SNOW CLIPS PER MANUFACTURER, i \E IA ROO"NTR)/ ELEVAT0 v= SETON (5)_ - EAVE/SOT D-TAILAS SHOWN ON DRAWINGS. SHEET N0. A8 ,0 - T �� TO ! 1 �T �� AS. NEW ENTRY ROOF COVERINGS TO BE "BERRIDGE" TEE SCALE: 1/4" - I - O SCALE: 3" = I' - O" SCALE: 3" = I' - 0" PANEL SERIES (12 O.G.) METAL ROOFING. (STANDARD COLOR TO BE DETERMINED) iti.lti OF pi ..,„:74.04.44,, 4h;ilothipari 1'-4" 11-4" nx f 3 hop f ASPHALT RIDGE SHINGLE /� 12/03/18 ,/‘ NEW RIDGE VENTS ,/' NEW ASPHALT SHINGLES 0—�`t*, RE: RE-ROOFING NOTES. II/�0II, aaa`�\`1`_ NEW 3x3 GUSSET PLATE ,7' NEW CARLISLE HIP 300 SELF rII� ���� AT EACH PAIR2x4'S ./' ADHERED UNDERLAYMENT III"" D •• o.a a a \)110,4e...... _ III" ��,�� ��� � °���� L .% (FULL COVERAGE) I""� ,_ S -� f _2"x3" ON EDGE 0 24" O.G., ' rr��"" ,�\\�_ \ I _ 7 0 N ,/' FLASH AT EXPOSED RAKE /I" �\`a_ f ENDS, MATCH EXISTING I//I \��— RAKE FLASHING (TYP.) Irl/��" i I� == ``\�1`__ NEW 3/4" GDX PLYWOOD NEW CARLISLE HIP 300 SELF I" "Ns \ f ADHERED UNDERLAYMENT �rrI1I" %II��� ///� �� �������� ��������� f (FULL COVERAGE) RE: r�ll" ���"I-" i��" ��-� ``����b� \��S-i.� 3/4"x4" PLYWOOD OVER f RE-ROOFING NOTES. I�I" r"�" /// _��_ ``��� ` _ CARLISLE HIP 300 - ,/ I�I" „rIeI" ,4/, " --ate, `1\'IW�, `` `�' UNDERLAYMENT 0 ,� NEW ASPHALT SHINGLES 4 rI� // —4_� \gyp m z f RE: RE-ROOFING NOTES. ��r._ �1I�I" /1� 'mss `�\��\ .t- �Xtu d ✓` NEW 3/4" TSG GDX � �� I /� '111. '410.0.•� \, — '� f PLYWOOD ��I�Ir% //! \14 1$` Ti 1 //�/" 1b �\*��� NEW INSECT SCREEN EXISTING 2x2 ;I�" //� ��� Soo-% STAPLED AT TOP AND JC\ ; \ .;�,NEW EXTERIOR VENEER ��/� ///� / ��� 1�\�� BOTTOM CONTINUOUSLY v REMAINSLEEPERS TO ��r�/r" //I/� / �= ��\==\ 11I_C UP WALL CARLISLEIAIRAP DIMENSIONEDUNDERLAYMENT i I%r.I_I //II"" __== ��1,11_=\ _� - EXISTING PLYHOOD II ,/� ,,„b = = f TO REMAIN i/�II�/r /I/" __=\ ```1== EXISTING 2x2 SLEEPERS TO REMAIN .--11.1.-�� /,-� -e‘ *s, — �tt4' ,��/== ���`11 ARCHITECT S EXISTING PLYWOOD TO REMAIN. ✓' /" ;,�r!I"� , =" — ``*,;—,_;; 90W BENCHVRRKRORD ..11,44-- SUITE= ``��:: SUITE 10 l " / _- 1 _` NEW ASPHALT SHINGLES ,/' $1#4 /� ,t,b. RE: RE-ROOFING NOTES. f I " /,-�/� ���== `,� BOX 5300 f b == AVON , CO 81620 f b 970 . 949 . 5200 GA-4 ISLE HIP 300 �� N IND"- AYMENT ,� .. • • chrisj@vmda. com «« m (‹ mmmm m «< V FAX 949 . 5205 m IA L. 11 "11 , , ,.: ,_ N- A\\9: ° l VI TOR \ NO WORK WITHIN ROOF 0 ,,,,,,„,/,„ E , INSULATION CAVITY y at'?{ Dtic. •(... ) ---LAS- ING FO'----- IL---= ./, f ® ROO VENT SETON SCALE: 3. = I' - O" f SCALE: 3. = I' - 0" '� cia ° \ f.7'ffz <� ROO TO AALL SECITON w V SCALE: 3" = I' - 0" 2 o LLJ ~, mN Z E NEIN CARLISLE HIP 300 I�I� _ o = U 00 UNDERLAYMENT (FULL COVERAGE) #0 — 0 O zzCyw SNOW GL I P (TYP.) ������ ��� W D U /�- //�-7,- 0_ EiCC U Q 1/ 41111k /�� /�i RE: RE-ROOFING NEIN ASPHALT �OSF SHINGLES NEH 3/4" TSG GDX PLYHOOD p, �=��� =���� LLJ iii II �' co Q > NEW CARLISLE NIP 300 �� gid% ���- ~ J UNDERLAYMENT (FULL F-'* /moi Ar X Q COVERAGE) /==�! /Ater w 1111‹EXISTING 2X2 SLEEPERS TO REMAIN /=��� �=��� NEW 3/4" T G GDX PLYWOOD /Air /==�!�, • /..,4447/4417 =_moi /"O-/ EXISTING 2x2 SLEEPERS 4,0,-' i��� TO REMAIN NO FIREBLOGKING REQUIRED �440W /==��!� PER PHONE CONVERSATION W/ �� ��i HUH I D� CHRISTOPHER "GJ JAREGKI, '�'� �� HO NEW FLASHING PROFILE _� ��� < CHIEF BUILDING OFFICIAL ON i�� i��' RE: DETAIL MARCH 27,2018. IS 4 .41. ' ���� 'gor I [kviuuU �/ ���/ LJ I �� J miiilArn, Amp,- EXISTING i %II� EXISTING PLYWOOD TO REMAIN AC. =��/// =� // ©COPYRIGHT 0 1 Ivp- _434,' Victor Mark . " X_" 1,b GAUGE GAIN HIRE MESH \* % Donaldson EXISTING FASCIA TO REMAIN ,� Architects OR APPROVED EQUAL BY OWNER V- ///�I ) All RiReseghts �///'0 EXISTING 1x4 SUB I�� / % 75 \ FASO IA TO REMAIN "//�// / _/ MWM MM OI► EXISTING FLASHING TO REMAIN ��%// �� .// r 10131/2018 EXISTING SOFFIT I EXISTING 2x12 FASCIA TO REMAIN. 1/ / , �� I NEW EXTERIOR VENEERI1804 I C w---g - / EXISTING SOFFIT TO REMAIN - I ROOF DETAILS 1 A 40 I / NEH EXTERIOR VEENER / ROO= � fi XOO / ® Ifi fi =���, �- A8 . 1 SCALE: 3" = I' - O" I SCALE: 3" = I' - 0" 10.1 OF zo 4,40. 1 m. 1 01 GENERAL NOTES 12103118 ti 1. LIVE LOADS USED IN DESIGN: 6. WOOD: A. ROOF 80 PSF A. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE B. EXTERIOR DECKS 100 PSF TABLE 23-11-B-1 UNLESS OTHERWISE NOTED. r+.it—ill—4,—=. B. PLYWOOD DECK 2. FOUNDATIONS: 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE t' IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD — f A. MAXIMUM SOIL DESIGN PRESSURE ASSUMED 1500 PSF ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 42" BELOW EXTERIOR FINISH GRADE. BE OF THE EXTERIOR TYPE. 3. FOR ROOF USE 5/8" (40/20 SPAN RATING) NAILED WITH 10D NAILS AT 6" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL. BACKFILL SHALL BE C. ALL POSTS SHALL BE RSC N0.2. \� II COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557. 6X6 POST 7 IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. 7. GENERAL: —///7 A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. p Monroe & Newell 3. CONCRETE: 1/2"0 THRU BOLT BENT PLATE 1/4"X :; WITH Engineers, Inc. ,_—_— A. _- A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE 3 Avon AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: 1/2"0 X5"EPDXY BOLTS A34 CLIP AT 4'-0" _____//,_____ \ \'I. N 70 Benchmark Ro d, Suite 204 CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. EXISTING 2X6 WALL EXISTING 2X6 WALL HANGER ; Avon, Colorado 81620 I FOOTING/WALL 3000 psi STD --- - FAX (970) 949-4054 441 NEW 1/2"OSB SHEATHING WALL RE:PLAN II (970) 949-7768 iir_:or 4"PANEL EDGES AND 12" FIELD4 3 1/8"X 9" "'� , CMU PILASTERWITH#5 IN EACH CORNER EMAIL avon@monroe-newell.com * MAXIMUM SLUMP SHALL NOT EXCEED 4" GLULAM FORMED ROOF SHEATHING '/ / /I DRILL AND EPDXY 5"INTO(E)FOUNDATION NEW STONE VENEER TO RADIUS RE:ARCH. NEW 2X4 LAID FLAT AND NEW 2X4 AT 1'-4" STUD WALL 2X8 STONE CAP ' ll / I Denver B. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A NAILED TO THE(E)FRAMING RE:ARCH. 9 ' 1701 Wynkoop Street, Suite 200 HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF STOP SHEATHING / / / /! Denver, Colorado 80202 SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE AT THE BOTTOM OF RE:ARCH/ * 1/ / / (303) 623-4927 / / / /' FAX (303) 623-6602 DOUBLE PLATE / / / / SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE / / e� ` /� EMAIL denver@monroe-newelLcom ENGINEER. I r ,� //, �� ,� STONE VENEER RE:ARCH. C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH — NEW 1/2"OSB SHEATHING WALLIII/// / ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD 'T� ;\ HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE 4"PANEL EDGES AND 12" FIELD — 'p`�---;� WORK SHALL HAVE 3/4 INCH CHAMFER. STONE VENEER 4rieRE:ARCH. __ \ I j IMIP 4. CONCRETE REINFORCEMENT: I 106�,�� I' O A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM 1 L O i O i I O I 1=IIIIIIIIIIIIIII�I ` Digitally A 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE L5X3X1/4"X0'-53/4"— I I III=III=III= •• 5.Rf`A;;, signed by 2X4 TREATED PLATE RAMSET • =ISI-ISI-I� a:'e c:', DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A 706 GRADE 60. II _ I EXISTING FOUNDATION r �a L c�', TO CONCRETE WITH PINS AT WITH(2)-3/4"X3"LAG . , Craig Carroll Of m 1'-0"ON CENTER SCREWS ONE EACH \—6X12 FIELD VERIFY c..),:8- 1. `� "' " PE B. REINFORCEMENT PROTECTION: WITH 3/4°P1X4'VHINTI KWIKBOLT AT 2' 0" °i 1. CONCRETE POURED AGAINST EARTH 3" ' LEG(4 TOTAL) IZED ANGLE ^ `� Date: 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" Xin i = 6X12 ARCHED BEAM L5X3X1/4X0'6"WITH '"';�- ..,......,:p• 3/4"fd THRU BOLTS `'....,.... 2018.11.02 C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH 3/16X4"XO'-10" KNIFE 12:46:28-06'00' SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. EXISTING CONCRETE WALL _ EXISTING CONCRETE WALL PLATE WITH 3/4"0 . THRU BOLTS D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED 6X6COLUMN BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL SECTION AT FULL HEIGHT SECTION AT FURRED WALL SECTION 2 SECTION 1 BARS CONTINUOUS AROUND CORNERS. 5. STRUCTURAL STEEL: STONE AT ENTRY 3/4"= 1'_0" 3/4"= 1'_0" 3/4"=1'_0" A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI), AND EXCEPT PIPE COLUMNS WHICH 3/4"=1'-0" SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. W MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. CO Q B. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." ::::) < _11 II_ _0 n U U U W Z Q E I I I I C _ D- \/ �L 0 L U /\ /\ /\ /\ /\ " !. . - _ < Lu . o o - 0 — 0 - 0 o Z • p_ z z a Q 0 - . - - / 1. RENEE 3:: • �—IY 1 v---,----Al 1/ / / / / / / , / / / /I �I/ I 7f1 Lb�i`1 I/1/ / /,/ / / / / / / / / / f / /�' I ' I,11-74-74-117.(m‘ _ _ °\ [1 : \ I COW • • ................................................. ........, > ........................................................................._.................. 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[XX'-XX"]DENOTES TOP OF CONCRETE WALL ELEVATION CONTRACTORS l • OPTION TO USE FULLY GROUTED CMU AS ALTERNATE. 2.FLOORSLAB 4"WITH 6X6W1.4 X W1.4 W.W.F. ..,"44.„ 01„. 7:4 fi 0 12/03/18 • 41 r+.a..iii.4,—r t f \.1 li Monroe & Newell Engineers, Inc. Avon P.O. r, 70 Benchmark Road, Suite 204 Avon, Colorado 81620 (970) 949-7768 FAX (970) 949-4054 U U U II II II II II IIEMAIL avon@monroe-newelLcom Denver 1701 Wynkoop Street, Suite 200 Denver, Colorado 80202 (303) 623-4927 FAX (303) 623-6602 . i EMAIL denyer@ monroe-newell.com I I ,•• ,••• .,•••• ..,..••• ,..,......„,„, ., Digitally signed ••o „s c`.R��, by Craig Carroll ti PE :7* Date: '? f 2018.11.02 '�� � 12:46:55-06'00' L . 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