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HomeMy WebLinkAboutB18-0100_B18-0100 Plans_1526591240.pdf z. 4 ktp �b " 1007 05117118 SNOWBERRY DUPLEX 2794 SNOWBERRY DRIVE, VAIL CO 81657 LIST OF ABBREVIATIONS MATERIAL SYMBOLS ASV ABOVE NAT NATURAL %%% EARTH ` PROJECT INFORMATION ee 0 M E m iii iii ` PROJECT LOCATION AFF ABOVE FINISHED FLOOR NR NOISE REDUCTION �iA A A/\<, O D a AP ACCESS FANEL NOM NOMINAL _ M ADD ADDENDUM NIC NOT IN CONTRACT �U�� GRAVEL ' LEGAL SUMMARY: VAIL INTERMOUNTAIN DEV SUB Block 9, Lot 16 - I- d ADJ ADJACENT NT5 NOT TO SCALE 1o�U , ' ADDRESS: 2794 Snowberry Drive,VAIL CO 81657. U o ALT ALTERNATE OPG OPENING ° o.zs o.sR les PARCEL NUMBER 2103-143-010-46 Z I- ARCH ARCHITECT(URAL) OFF OPPOSITE STONE x OWNER: Gary and Jeane Manchester 1720 WAZEE ST UNIT 5D LJJ - 45 ///// DENVER, CO 80202-1669 BSMT BASEMENT OH OVERHEAD , ELEVATION AT SITE: 8074' ABOVE SEA LEVEL (Lower Floor Level)) I- U BRG BEARING PR FAIR , iTi BVL BEVELED FKG PARKING `', IECC CLIMATE ZONE 6 Z °t STRUCTURAL CONCRETE @,p BLK BLOCK PVMT PAVEMENT , - Q BLKG BLOCKING FT PRESSURE TREATED OR POINT / PROJECT DESCRIPTION: o BOT BOTTOM PSF POUNDS PER SQUARE FT FINISH WOOD , 00 ° BLDG BUILDING FSI FOUNDS FER SQUARE IN �i _ New wood-framed duplex (primary/secondary) residence. 2.5 stories above grade plane per IRC 101.2 9 t COL COLUMN PL PROPERTY LINE ` : R' `' 1-hour fire separation between dwelling units. CONC CONCRETE REFR REFERENCE ° PLYWOOD �'y`,4 / = 3 CONST CONSTRUCTION REINF REINFORCE (D), (ING) ��/ , °s FIRE PROTECTION a Vail Valley Y'� CONT CONTINUOUS READ REQUIRED x Medical Center erg rw:1.' CJT CONTROL JOINT REV REVISION D , (ING) Sea"er°°"' c A monitored alarm and fire suppression system installed per NFPA 1 3R shall be installed. ( ) BLOCKING k, v DTL DETAIL R RISER , � E°' DIM DIMENSION RD ROOF DRAIN Lo 3 DR DOOR RFG ROOFING / WOOD-ROUGH , CODE INFORMATION DWG DRAWING RM ROOM70. - REFERENCED STANDARDS: ELEC ELECTRIC(AL) RO ROUGH OPENING EQ EQUAL R5 ROUGH SAWN EXISTING CONSTRUCTION EXG EXISTING 5 SEALANT(EXTERIOR) 1,'-' mfg° 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL PLUMBING CODE �� EXT EXTERIOR SHTG SHEATHING ♦♦♦♦♦ , , 2015 INTERNATIONAL MECHANICAL CODE I FOC FACE OF CONCRETE 5M SHEET METAL M BATT OR BLOWN INSULATION A5 LABELED 2015 INTERNATIONAL FUEL GAS CODE FOF FACE OF FINISH SIM SIMILAR FIN FINISH (ED) SPEC SFECIFICATON (5) �����•' °t °; " s«.1r 2015 INTERNATIONAL FIRE CODE �♦ , L -`' ,,:o. 2015 INTERNATIONAL ENERGY CONSERVATION CODE FFE FINISHED FLOOR ELEV 5Q SQUARE ����i���i��• RIGID INSULATION 2014 NATIONAL ELECTRIC CODE FLG FLASHING STD STANDARD Ordinance 14, series 2015 of the Vail Town Code FTG FOOTING 5T STAIN ELEV.100-0 _ FDN FOUNDATION STL STEEL ELEVATION LINE c° IECC IECC COMPONENT CRITERIA: FSO FURNISHED BY OTHERS 5D STORM DRAIN FFHB FREEZE FROOF HOSE BIB STRUC STRUCTURAL �.�.�.�.�.�.�.�.�.11.�.�.11.� ' FUR FURRED (ING) TEL TELEPHONE FROFERTY LINE Component MIN Insulation Reqiuirement GA GAGE,GAUGE THR THRESHOLD Windows U .30 or better GV GALVANIZED T&G TONGUE AND GROOVE ,7e. Wood-Framed Walls R20+5 (continuous) min. (NOTE: per TOV, R21 cavity insulation may be used) GC GENERAL CONTRACT(OR) TOS TOF OF SLAB a SECTION REFERENCE I _ Ceiling R-49 Mass Walls R15/20 GYF BD GYPSUM BOARD TSL TOP OF STEELNair ri` Basement Walls R1 5/19 HS HOSE BIB TOW TOP OF WALL a "k`°� HT HEIGHT T TREAD °' a Concrete Slab R10, R-5 at edges of heated slabs ` �Auato-W e�" HORIZ HORIZONTAL TYF TYPICALAlk DETAIL CALLOUT I r INCL INCLUDE (D), (ING) UNO UNLESS NOTED OTHERWISE NIF l v. Air Air infiltration: 3 ACN(n) max. verify w/ blower door test ID INSIDE DIAMETER VB VAPOR BARRIER _ _ _ _ �o LIGHTING 75% of lighting must be High-Efficacy lighting. X IBC INSTALLED BY CONTRACTOR VIF VERIFY IN FIELD iil ISO INSTALLED BY OWNER VERT VERTICAL W INS INSULATE (D), (ION) WP WATER PROOFING 0 WINDOW NOTE (EGRESS SHOWN) See general notes for additional information and requirements J INT INTERIOR WWF WELDED WIRE FABRIC - •_'tip L LENGTH W WIDTH,WIDELi t, SQUARE FOOTAGE CALCULATION: MAT MATERIAL WO WITHOUT , D MAX MAXIMUM WD WOOD _ see sheet A2.0 Q MECH MECHANIC (AL) MET METAL M METER(5) >. Z MM MILLIMETER(5) HALL ~ ROOM NAME 1..e O MIN MINIMUM N N A101 WD FLR RM NO FLOOR MAT AREA MAF-WEST VAIL,COLORADOce M15C MISCELLANEOUS NOT TO SCALE W 5 cinm GENERAL NOTES PROJECT DIRECTORY z 1. DO NOT SCALE DRAWINGS 13.7. FUEL GA5 LIGHTING SYSTEMS SHALL HAVE NO CONTINUOUS PILOT LIGHT. OWNER CONTRACTOR 0Z QO 13.8. CIRCULATING SERVICE HOT WATER SYSTEMS MUST HAVE AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS. O 2. VERIFY ALL DIMENSIONS,CONDITIONS,AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. 13.9. ALL MECHANICAL VENTILATION FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT MUST MEET EFFICACY AND AIR FLOW LIMITS. LAST RIDGE DEVELOPMENT CORPORATION LAST RIDGE DEVELOPMENT CORPORATION 7 95 U NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 13.10. HEATING AND COOLING EQUIPMENT SHALL BE SIZED FER ACCA MANUAL"5" BASED ON LOADS CALCULATED FER RCCA MANUAL"J"OR OTHER Gary and Jeane Manchester Gary and Jeane Manchester L METHODS APPROVED BY THE CODE OFFICIAL. 1720 Wazee ST Unit 5D 1720 Wazee ST Unit 5D V) C •5 3. THE CONTRACTOR SHALL BE RE5FON5IBLE FOR SATISFYING ALL RELEVANT CODES AND OBTAINING ALL FERMITS AND REQUIRED AFPROVALS. THIS 13.11. SNOW AND ICE MELTING SYSTEMS SHALL HAVE CONTROLS INSTALLED. Denver, CO 80202-1669 Denver, CO 80202-1669LLI1 PROJECT 15 GOVERNED BY THE INTERNATIONAL RESIDENTIAL CODE,2015 EDITION,WHERE RELEVANT. CODE COMPLIANCE 15 MANDATORY. THE 13.12. EXPOSED HYDRONIC HEATING TUBING SHALL BE INSULATED TO R-3 OR BETTER,AND INSULATION SHALL 5E PROTECTED. w _Z N CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES. 13.13. DOMESTIC HOT WATER FIFES SHALL BE INSULATED TO R-3 OR BETTER. ARCHITECT . 13.14. PROGRAMMABLE THERMOSTATS FOR CONTROL OF PRIMARY HEATING SYSTEM MUST SE INSTALLED. SURVEYOR (II) Q p 4. ALL WORK SHALL FIT WITHIN THE PROPERTY LINES AND SETBACKS A5 REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 13.15. BOILER SHALL HAVE OUTDOOR SETBACK CONTROL TO LOWER BOILER WATER TEMFERATURE BASED ON OUTDOOR TEMPERATURE. Intention Architecture > Q 13.16. HEATED WATER CIRCULATION SYSTEM SHALL HAVE DEDICATED PUMP AND RETURN FIFE OR COLD WATER SUPPLY FIFE. CONTROLS FOR 1891 Eagle Ranch Road Peak Land Consultants, Inc. O� 5. IT 15 THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, CIRCULATING HOT WATER SYSTEM FUMFS STAKT THE FUMF WITH SIGNAL FOR HOT WATER DEMAND WITHIN THE OCCUPANCY. CONTROLS PO Box 3835 1000 Lion's Ridge Loop,Suite 1 DN TRANSFORTATION, SUFFLIES, EQUIFMENT, ETC TO OBTAIN A COMFLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. AUTOMATICALLY TURN OFF PUMP WHEN WATER I5 AT SETPOINT TEMP AND NO DEMAND FOR HOT WATER EXISTS. Eagle, CO 81631 Vail, CO 81657 u V 13.17. ELECTRIC HEAT TRACE SYSTEMS COMFLY WITH IEEE 515.1 OR UL 515. contact: Seth Bossung, Principal (970) 476-8644 0 o 6. FLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF (970) 390-0013 J c I. m N CONCRETE,TOF OF PLYWOOD,OR TOF OF WALL FLATES OR BEAMS UNLESS OTHERWISE NOTED. seth@intentionarchitecture.com SOILS ENGINEER 43' 14. A MONITORED ALARM AND FIRE SUPPRESSION (SPRINKLER) SYSTEM MEETING THE REQUIREMENTS OF NFPA 13R SHALL SE INSTALLED. O` 7. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED CONTRACTOR TO SUBMIT ENGINEERED SHOP DRAWINGS A5 REQUIRED BY THE TOWN OF VAL AND VAIL FIRE DEPARTMENT. STRUCTURAL ENGINEERING HP GEOTECH r FIXTURES,TOILETS,TOILET ACCESSORIES,CABINETRY,COUNTERTOPS,SHELVES AND CLOSET RODS. PO Drawer 1887 Q O O 15. STAIR SHOP DRAWINGS, IF REQUIRED, SHALL BE SUBMITTED FOR REVIEW BY ARCHITECT AND ENGINEER FRIOR TO INSTALLATION. KRM Consultants, INC Silverthorne, CO 80498 J -1 0 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALLS SPACES.VERIFY LOCATIONS WITH ARCHITECT. PO Box 4572,Vail CO 81657 (970) 468-1989 16. A RADON MITIGATION SYSTEM SHALL BE INSTALLED PER APPENDIX F OF THE IRC. THE SYSTEM SHALL CONSIST OF: contact: Tim Hennum hpgeo4@hpgeotech.com 9. THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT AND ENGINEER BEFORE ANY CUTTING, NOTCHING,OR 16.1. A 4" MIN LAYER OF GAS-PERMEABLE GRAVEL, BETWEEN 1/4"AND 2" IN SIZE; (970) 949-9391 DRILLING OF ANY CAST-IN-PLACE CONCRETE,STEEL FRAMING,OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL 16.2. 10 MIL FOLYETHELENE SHEET(OR APPROVED EQUAL)WITH ALL SEAMS LAPPED 6" MIN AND FIT CLOSELY TO AND SEALED AROUND ALL tim@krmconsultants.com ISSUED FOR: DAT E INTEGRITY OF THE BUILDING. PENETRATIONS. TAFE ALL SEAMS,TEARS, ETC. 16.3. ALL POTENTIAL RADON ENTRY ROUTES SHALL SE SEALED WITH POLYURETHANE CAULK. PERMIT DRAWINGS APRIL 5,2018 10. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE OUT THE BUILDING FOOTFRINT PRIOR TO BEGINNING ANY SITE WORK. 16.4. PASSIVE SYSTEM:A MIN 3" DIA PVC PIPE LOCATED IN THE SUBSLAB GRAVEL BED, INSTALL A"T"TO ENSURE THE PIPE OPENING REMAINS WITHIN THE GRAVEL LAYER. THE PIPE SHALL EXTEND AT LEAST 12"ABOVE THE SURFACE OF THE ROOF AND BE AT LEAST 10' FROM ANY DRAWING INDEX WINDOWS AND PATIO DOORS;SIZES ARE SHOWN ON EXTERIOR ELEVATIONS AND SHALL MEET 2015 IECC REQUIREMENTS FOR ENERGY EFFICIENCY,A5 OPERABLE WINDOW OR DOOR LESS THAN 2' BELOW THE EXHAUST POINT. ADOPTED BY THE TOWN OF VAIL(U.30 OR BETTER,TYPICALLY),AND WINDOWS SHALL MEET EGRESS REQUIREMENTS AND TEMPERED GLAZING 16.5. ALL COMPONENTS OF THE RADON VENT FIFE SYSTEM SHALL BE INSTALLED TO PROVIDE POSITIVE DRAINAGE TO THE GROUND BENEATH THE REQUIREMENTS A5 SHOWN ON DRAWINGS. CONTRACTORS CHOSEN WINDOW REP SHALL COORDINATE WINDOW ROUGH OPENINGS AND WINDOW SLAB OR SOIL-GAS RETARDER. A0.1 COVER SHEET A5.2 DETAILS SCHEDULE WITH ARCHITECT OR CONTRACTOR PRIOR TO ORDERING. ALL WINDOWS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 16.6. PROVIDE POWER SOURCE FOR FUTURE INSTALLATION OF AN ACTIVE 5US5LAS DEPRESSURIZATION SYSTEM BY SUPPLYING AN ELECTRICAL C1.0 SITE SURVEY A5.3 DETAILS REQUIREMENTS. CIRCUIT TERMINATED IN AN APPROVED BOX NEAR THE ANTICIPATED LOCATION OF THE VENT PIPE FAN. C1.1 SITE + GRADING PLAN A5.4 DETAILS 11. INTERIOR DOORS ARE LABELED FOR SIZE ON FLOOR FLANS AND SHALL TYPICALLY BE CENTERED WITHIN THEIR RESPECTIVE SPACES OR OFFSET L1.2 LANDSCAPING PLAN @1"=10' A6.1 REFLECTED CEILING/LIGHTING/ELECTRICAL PLAN FROM THE WALL 4" IF NOT DIMENSIONED. A2.0 GRFA PLANS A6.2 REFLECTED CEILING/LIGHTING/ELECTRICAL PLAN REVISION DATE A2.1 FIRST FLOOR PLAN A6.3 REFLECTED CEILING/LIGHTING/ELECTRICAL PLAN /PLAN REVISIONS MAY 3,2018 12. DIMENSIONS ARE TYPICALLY TO FACE OF CONCRETE AND FACE OF STUD. TYPICAL WOOD STUDS ARE A5 FOLLOWS A2.2 SECOND FLOOR PLAN EM7.0 MECH/PLUMB/ELEC PLAN 12.1. EXTERIOR WALLS - 2X6 A2.3 THIRD FLOOR PLAN 12.2. INTERIOR PLUMBING WALLS,OR WALLS CONTAINING POCKET DOORS -2X6 A2.4 ROOF PLAN S1 STRUCTURAL DRAWINGS 12.3. INTERIOR NON-LOAD BEARING WALLS,CLOSET WALLS, ETC-2X4 A3.0 RESCHECK AREA SUMMARY S2 STRUCTURAL DRAWINGS A3.1 SOUTH ELEVATION S3 STRUCTURAL DRAWINGS A3.2 WEST ELEVATION S4 STRUCTURAL DRAWINGS A3.21 PARTIAL WEST ELEVATION S5 STRUCTURAL DRAWINGS 13. TO COMPLY WITH IECC 2015,THE FOLLOWING ITEMS MUST BE ADDRESSED: A3.3 NORTH ELEVATION S6 STRUCTURAL DRAWINGS A3.31 PARTIAL NORTH ELEVATION S7 STRUCTURAL DRAWINGS 13.1. ALL AIR BARRIER AND THERMAL BARRIER (INSULATION, INCLUDING CEILING,WALL,AND BASEMENT) COMPONENTS MUST BE INSTALLED PER A3.4 EAST ELEVATION S8 STRUCTURAL DRAWINGS MANUFACTURER'S REQUIREMENTS. A3.5 PARTIAL SOUTH ELEVATION S9 STRUCTURAL DRAWINGS 13.2. RECESSED LIGHTING IN THE THERMAL ENVELOPE MUST BE SEALED AT HOUSING/INTERIOR FINISH AND SE LABELED TO INDICATE < 2.0 CFM A3.6 PARTIAL EAST ELEVATION PROJECT NUMBER: 3.6o8 LEAKAGE AT 75 PA. A4.1 SECTIONSSNW1 SOIL NAILED WALL DRAWINGS - COVER DRAWN BY.SB ©COPYRIGHT INTENTION ARCHITECTURE 13.3. AUTOMATIC OR GRAVITY DAMPERS MUST SE INSTALLED AT ALL OUTDOOR AIR INTAKES AND EXHAUSTS. A4.2 SECTIONS SNW2 SOIL NAILED WALL DRAWINGS - SPECS 13.4. A BLOWER DOOR TEST MUST INDICATE OVERALL AIR LEAKAGE OF 3 ACH @ 50 FA OR BETTER. CONTRACTOR SHALL SUBMIT DOCUMENTATION TO A4.3 SECTIONS SNW3 SOIL NAILED WALL DRAWINGS - DESIGN TITLE SHEET SATISFY TOWN OF VAIL BUILDING INSPECTOR. A4.4 SECTIONS SNW4 SOIL NAILED WALL DRAWINGS - DTLS 13.5. EXTERIOR RIGID INSULATION MUST HAVE A PROTECTIVE COVERING. A5.0 WINDOW SCHEDULE 13.6. 75%OF ALL PERMANENT LIGHTING MUST SE HIGH-EFFICACY A5.1 WINDOW DETAILS AO . 1 AO OF if .5,4* z. 4. q07 05117118 e 41 10, �_//��i.__, 1 ip ': IMIIIIIIIIMMI Ate , Pr i doir ----rt;i41,4(---;At 1 llr�� / 111 il//1% I%////.'F7✓ 1%/.r 1 / :%/11 rr/®I, 1 1 ijll��%I/llrj� 1. ��411 �A p/ 11////.�I����1%6C/w- JII � I I1� _l#AljigEar -4r7 �/�III�li�ri /�.5W���®I0�Y✓J'IW 11 /- 1I jI__�_��-a'I�®I IIIIIIII�! ,_--J� • , /II/ Ii I 11, Ig / I � AP 0 /rile // SI11 ir.I //��iiid///6/i141F-4-�ll I I. ISL el w krF 10�000000010l00l001000l0Mr I / ,�rrr, U i .diiIIL.AIAQQ:EAAoliGiEdiiNIA • j /F��I win' °�45 4L / / ' .ilii c I N. !%%Ilii W '' ---�iGiGOi . I - W �� %41 firwir1',�= ALLOWABLE GRFA SUMMARY: 510E B TOTAL GRFA: 510E A TOTAL GRFA: H (J,��r����S��,� iII •/. �,� / --- ,.. LOT SIZE 712 ACRES, (31014.72 SF) FIRST FLOOR 103 SF FIRST FLOOR 299 SF / ;I /� yrs._�I,/,/� �� SECOND FLOOR 1723 SF SECOND FLOOR 2528 SF so „�%eKu% w Flea%�������� AREA MULTIPLIER GRFA SUBTOTAL THIRD FLOOR 1761 SF THIRD FLOOR 2119 SF E XL,. /'�// E.-i%J�1i-1%/ „�� �%11K---- �,%%'/ %i�F-�� 10,000 .46 4600 0 �; j, i� �� `I� 5,000 .38 1900 TOTAL 3381 SF TOTAL 4946 SF % %'' %0�//� %'%� ���/�!'" 15,000 .13 1950 ALLOWABLE 3404 SF ALLOWABLE 5107 SF $ t Q%1I/J/rl $ A �r , ce ���1//r;,� ---�►/I �— 1014,72 .06 60.88 SITE COVERAGE: .=to TOTAL = o 4638 SF d0%�/� 1�//��/ lrjo .44i I' ,10i,� 31,014.72 85115F SECONDARY 4 3,404 5F L l/„�'' .!,4* �, 7211 PRIMARY .6 5107 SF GoL O RADo i 111111 f i}4.# 5 SITE COVERAGE DIAGRAM se A 2.0 SCALE: 1 /8” = 1 '-0" Q:ce:6,,st:E__0._. 0 tlio P �A ''", �A .'"1 .B (B 1 B B �B �B , , . , ) 1 �A �'1 1 1 1 1 1 LUJ SECOND LEVEL - = _ _ _ _ _ _ _ _ _ 8085'- +11'-6" -I I I-I I I-I I-I I-I I-III-III-III-III-m -I I EH I EH I EH I EH I I I I EH kJ I k� I kJ I I kJ I I kJ I I I EH I EH EH EH EH �I H I IEH I EH EH EH EH I I II�I II IIII EH EH EH I IEH �I I EH EH �I IMI IIIIIIIIII IIII I II I II I II I II II II II II II II I H I� H I� H I� H I� H I� H =III=III=III=III=III=III=I I II III=III=I I I I I I I=III II I I=III=III=III=III=1 -I11=III=III=III=III=III 11 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I I I I I I I A-III=III=III=III=III=III=III=III=III=III=III=III=III=I 1III I I=III=III=III 1111 I I =I 11 1111 I I==I 11 111 11 111 11 111 11 111 11 111 11 I- I=III=1 I=III=1 I=III=1 I=III=1 I=III=1 I=III=1 1=III= _ - 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STAIRS PRIMARY MASTER E CRAWLSPACE STAIRS Ce O Ce N LU 0 TOTAL WALL TOTAL EXPOSED TOTAL BURIED CO m D 1AREA: WALL AREA: 378%37 EXPOSED WALL AREA WALL AREA: 3:: ZLO 4938 SF 1837 SF 31o1 SF Q 12 0 1– co Z 4 FIRST FLOOR ELEVATION /COVERAGE DIAGRAMZ o 0 A 2.O SCALE: 1 /16” = 1 '-0" UJ > W Zai 0 _1 ',7 0 1 Q >, VK " CD rfrf ' , 7 ' 1r' 1 ,i,j, , — se _Q , re77/7. _ WI • J /II GOOG CRAWLSPACE G' /_, rfA9 I=rO OD �� ./ D"OF ,o, -� „„e1.%* NOT COUNTED _-�___�,� SIDE B ����'Ie%%%I''����� ., s% %����e; ����j ''� rrt 01 /!%fi I O4 hill,%a 61liiiii/ !' i/ s� %//ie%,iiiiii ' ... ilii /e�r,.1 i%� #iiia.. .,iiiiii/./ .e /i,/ /i/ I A �/ % ' �� SI��,� C/ HCV IN GRFA from D 1 2 SF TOTAL / %j SIDE B �;�/ o�� % Q �5 7 3 r� of % �% y/ 0 0 SIDE B , j !�- '� ��� �%% J o grade to j � Al�� ;� 1761 SF TOTAL izA0 ."11,11,111 , „� -� % �/� 1 SF TOTAL / `re / , 343 structure �. �'%�.I/ ,l� 0 ,, : p//� � ' r ' % -` 4V- ISSUED FOR: DATE ir 1 , / A- A'1 <A /44 /i:4 A T...,, . 0 , , Uhl /' , j ���� / / / / „ „ / � r� /410 �r ' 04, A' PERMIT DRAWINGS APRIL 5,2018 P -/ / , lir /,,�� I. j'�� �Ii�II'i TOV DESIGN REVIEW MAR 5,2018 o it 10 �V , .; /„wr.7= , OO.4A4 41irAAAAA 01� %/oma //// r%Ip//////// i % r J SIDE B SQUARE FOOTAGE: SIDE A SQUARE FOOTAGE: ////�,/ / SIDE A, �; - REVISION DATE 1343 SF X.37= 497 SF 2429 SF X.37= 899 SF j� y 2528 SF TOTAL SIDE D E A GARAGE DEDUCTION -600 SF GARAGE DEDUCTION -600 SF / j I'I 211 SF TOTAL - IDE A �J%i� �i TOTAL GRFA THIS LEVEL 103 SF TOTAL GRFA THIS LEVEL 299 SF / S 7::::::, � �2 2 SF TOTAL ro � i,p , u74,- ilii„ / , tel'.:, 4 � � a i PROJECT NUMBER: 1608 DRAWN BY:SB ©COPYRIGHT INTENTIONARCHITECTURE 3 FIRST FLOOR GRFA PLAN 2 SECOND FLOOR GRFA PLAN 1 THIRD FLOOR GRFA PLAN GRFA A2 O SCALE: 1 /1 6” = 1 '-0" 1 /1 — CALCULATIONS A2.0 SCALE: 6 = 1 '-0" A2.0 SCALE: 1 /1 6" = 1 '-0" A2 . O a A4.1 174, ci (I 26 Ab 0 Ad 0 11" 521 52 Bco" �07.b b a CD . , . . . , , IF 24' 7" 05/17/18 30 X 80 iii, p 6' �2' 8'-3" a a 0 / A3.4 0 j%%///%////%/// /////d/d/%//%////%////%//%///%////%/%%%//%//%%//%%%a�////%////%%i©j////%//%/���///%//%/!/%////%//%////%///�%% 4 r 0 1 / ECHANICA a p cuM� CT . , 8104 �o ® L°IUNdRY 13' 11 " 11' 51 " 1 LAYER 5/8 TYPE I I /// -CLOSET- - X DRYWALL A107 AT ENCLOSED SPACES I I I I ®��r®r®®®ter®®r®®r�r®®®ter®®r®®r�r®®®� BENEATH STAIRS (NOT REQUIRED FOR OPEN TREADS) 2'-15/2' 0,-,y" I 3' 1i2' 8'-3" / � 0 / X Az 17, eM- Ea ///%////%/////// WO N /O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/OoO//D/O////O/O/O/O/O/O/O/O � Z„ , j -- CL1Oo T 1 _SLOPE 1/4/12FD 11111_i ®®r®r®®r®i®®r®®r®r®®r®i®ice DBL 3'0"X80" �r®®r®r®® 9% 0 I /// O F- o L o , ® 01, U 91 I o 11 II I in A Lo>1 PRESS SLAB 3 FO" W = .4 1 \ ��///�////�///////�////�///////� _g% I p U SH TILE I N STA LLA ION MUDROOM o ■1 UNVENTED CRAWLSPCACE NOTES: ® i� - J • ' ~ U �'- - - o / //i��////ce%/.`�////i//�i�7,� = Z5102 n % IT p _ Ql l SI . 1. PROVIDE CLASS 1 VAPOR RETARDER AT FLOOR(6 MIL POLY OR EQUIVALENT) 1101 % Co M® 1 � , I II WITH 6" MIN OVERLAPPED,TAPED SEAMS PER IRC 408.3.1 Fr) � N N ott 2. SURFACE OF GRAWLSPAGE MUST SLOPE r0 A DRAIN OR SUMP PUMP. (IRC 405) p C;( II - - - - %%///'%/ ELEVATOR /` I�•_ 3. PROVIDE CONTINUOUS EXHAUST VENTILATION OR CONDITIONED AIR SUPPLY. (IRC 408.2.2.2) Q �i®®r®®r®i®®r®i®®r®®r®i®®r®®r®r®®r®i®®r®®r®r®®r®i®®r®®rte ilii I �/� 4. PROVIDE DA M PPROOFI NG WHERE CONCRETE WALLS ARE IN CONTACT WITH EARTH. N p AI -I 0 HANDRAIL PER o �/ ©//moi//�ii�i�i�/�����/��/�/�� �i�ii�iiii�i/�/��►..�,���%e�/'/e/e�e'/%/��% V p �, -030,w �I� g 0 5. PROVIDE THERMAL INSULATION ABOVE GRADE INSIDE CRAWLSPACE. FOAM BOARDS, IF IRC 311.7.8 2' 111 " 1' 111 " 2'-11Y2" GEAR y U g% USED, MUST INCLUDE THERMAL(IGNITION) BARRIER SUCH AS DRYWALL. 3-6 Y2 Y2 2-8 / .o GARAGE TO BE SEPAR•TED FROM \ v 6.ACCESS OPENING SHALL NOT EXCEED 12 SF. STORAGE v REST OF DWELLING WI H 5/8"TYPE X DRYWALL �� z j STONE FLOOR T.0.SLAB 19 R@ 7-1/4" % II A108 v 3 ® 8074'o° 11"TREADS 1 / M 3 AND BE EQUIPPED WITH AN EXHAUST FAN "`� 0 % 5/2 Lo 3 1 CONTROLLED BY AN AUTOMATIC SWITCH o ❑ .) .A CRAWL A4.2 • N ECTI %,IG SPACE 14'-6" N ENTRY g 5105 ARA % / cp I 1 0 CRAWLSPACE GRADE Aa G E �� I x //// -r 8079'-6"+/ � / 8103` 31_4" / 41-1" p g ( 1 , BEDROOM x \ giii I• •a �Iv,r/�//��/�/��//�/�/��//iii A105 \ B1oo (17 -0) n ji 10 %/O/O////O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O/O� !O/O/O/O/OA � : SLOPE 1/4/12 �� Ho 0 ? �'oi�.Q'A�FD �� 0 " IAOr BENCH P' � ❑ J T.O.FLAGSTyNtI n Fr 0 / CPI STN C HOOKS 4 8073'8° l S %T�/ OCIIP _di, 1 n TO WALL 8080° 0 4 y;[ Thl I 3,0 X S 01, Nil % 0 ENTRY ��O\ •[R ,.///, ��/�i//�ii�i�ii�iii _ . ��iiii�ii�/�///% 0 ib.- _ + 1 K1I 1.401° � 0° 41 A1031:o PORCH0.41 IUPPER PLANTER cp I I I I I /0 1111 4 3 OI 8100 `� 8079'6"+l „ n0 ° N I 14,_7,1, i 111.I C / 0 CD GAS METER o di , _[ � N� 1 IT___Eii 4, .� 4 7 4 Bc a n [ 1 %°. -1'1 -11.1fl X 0..--$ 0 TO WALL 5077-6" ° J Armi ELEVATE' a W ELEC METER { f 1i i ® ■ ° A101 I D % ,02mmiti. 1 r0 ii SL A /%/Fritffriett%/ M 0��/%/�//�/�//�//%�/ I� [72 N �� 1 LAYER 5/8"TYPE o ❑ • PLA RII ��� 0 X DRYWALL CLINE OF ROOF ABOVE _I ( 1 ( ° ( ] U °III ® ® ® A +/ - h STONE FLOORII /II--, AT ENCLOSED EP• ' p BENEATH STAI' p Z (4'WIDE CONC ❑ , NOT REQ'D AT A3.6 N ^' a APRON ■ N 1..� O 141, r' �� A102 .1 OPEN RISERS0,..) 2' 9" , 9' 3" i 9' 3.. = l= 111 TO WALL 8077 6" U 1111/4"I' �/// �/ to 1 ill HANDRAIL P il DS 9 9 W > 26 • 11111i,' I= On, ■__ _ ❑•l . _ 1.rAo IRC 311.7.8 m B3 ■ O - - -.no n -0 ■ 0 .I r' _� //%//%////%////%//%////%////%//%////%////%///////////////////!%//D% N 1 °lir ENT•Y i'II T.O.SLAB NI A4.3 . 4 8074'-0" JPLAN NOTES ❑ Psi J , o COATS + O j 01 ❑ ■ _ ENTRY i, o MUDROOM 5 J 1 �A102 J I!IICAL~° SPE1/4"/12' HALL O �T.0.F 'GSTO A101 - -DO NOT SCALE DRAWINGSS ❑ ❑ O I m , I-w2. PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE,TOP OF PLOOD, ° J • \ f CABINETRY PER INT DES w Z dj OR TOP OF WALL PLATES OR SEAMS UNLESS OTHERWISE NOTED. 0 J ri 0 0 J 0 _ 3'4 X 8' o" I = j J - t i , 0 '7c 6 3. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,TOI LETS,TOILET 0 ,® o > L ACCESSORIES,CABINETRY,COUNTERTOPS, SHELVES AND CLOSET RODS. o �/I in o I g Q p. d17'-7" 3'-2" 2' 8'-1Y2 9' 1" \ a4. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALLS SPACES.VERIFY LOCATIONS WITH ARCHITECT. 1 / / 1 - ^' U. 5. THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT AND ENGINEER BEFORE ANY CUTTING, NOTCHING,OR DRILLING OF ANY CAST-IN-PLACE S A - m N CONCRETE, STEEL FRAMING,OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. B4 - - - - - - - - - 5y2„ - o - 0 A4.4 V O O1- 6. WINDOWS AND PATIO DOORS; SIZES ARE SHOWN ON EXTERIOR ELEVATIONS AND SHALL MEET 2015 IECC REQUIREMENTS FOR ENERGY EFFICIENCY,A5 ADOPTED BY THE TOWN OF I- cV VAIL. WINDOWS SHALL MEET EGRESS REQUIREMENTS AND TEMPERED GLAZING REQUIREMENTS A5 SHOWN ON DRAWINGS. CONTRACTORS CHOSEN WINDOW REPRESENTATIVE zL27 : ' gN O O SHALL COORDINATE WINDOW ROUGH OPENINGS,AS SHOWN ON EXTERIOR ELEVATIONS,AND WINDOW SCHEDULE WITH ARCHITECT PRIOR TO ORDERING. ALL WINDOWS MUST BE -' I_ J -i 0 INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. . tq 7. INTINTERIOR DOORS ARE LABELED FOR SIZE ON FLOOR PLANS AND SHALL TYPICALLY BE CENTERED WITHIN THEIR RESPECTIVE SPACES OR OFFSET FROM THE WALL 4" IF NOT a ISSUED F 0 R: DAT E D ESO ED 4 CA GARAGL ECTIo, JOG A4.4 8. TYPICAL WOOD STUDS ARE AS FOLLOWS, UNLESS OTHERWISE NOTED: A103 0 :. PERMIT DRAWINGS APRIL 5,2018 8.2. INTERIOR PLUMBING WALLS,OR 8.1. EXTERIOR WALLS -2X6 g , • 8.3. INTERIOR NON LOAD BEARING WAL S,,GLOSETLSINING WALLSOETG PTDOORS 2X6 N a� I SLOPE I1 FD g a 9. STAIR SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY ARCHITECT AND ENGINEER, AS REQUIRED, PRIOR TO INSTALLATION. 10. A WHOLE-HOUSE MECHANICAL SYSTEM (HRV) SHALL BE INSTALLED PER IRC M1507. COORDINATE REQUIREMENTS OF THE SIZING, DUCT LOCATION AND EQUIPMENT DURING FRAMING. PROPOSED LOCATIONS OF SUPPLY AND EXHAUST PORTS ARE AS FOLLOWS: 10.1. EXHAUST PORTS IN ALL BATHROOMS, KITCHEN AND LAUNDRY ROOMS. ADDITIONALLY AN EXHAUST PORT LOCATED AS HIGH AS PRACTICAL AT THE VAULTED LIVING SPACE 0 f- - - - - - - - - Q REVISION DATE SHALL BE PROVIDED. (4'WIDE CONC Di PLAN REVISIONS MAY 3,2018 10.2. SUPPLY PORTS IN SLEEPING ROOMS, FAMILY ROOM, DINING ROOM, LIVING ROOM. 10.3. CAREFUL ATTENTION SHALL BE PAID TO LOCATION OF HRV UNIT,AWAY FROM SLEEPING AREAS AND ISOLATED FROM NOISE AND VIBRATION TO THE GREATEST EXTENT 0) 1 APRON _I POSSIBLE. 10.4. SYSTEM MUST BE SIZED AND DESIGNED TO SUPPLY THE PROPER AMOUNT OF FRESH AIR PER CHART M1507.3.3.1 WITH THE ASSUMPTION THAT THE BUILDING WILL MEET OR . EXCEED 2015 REQUIREMENTS FOR AIR INFILTRATION (3 ACH50 OR BETTER.) . 11. REFER TO GENERAL NOTES, SHEET A0.1 FOR MORE INFORMATION. 21-8" 3' o fi IL_ _ __ rrrrrriirrrr�r0r��� ��rrrriirrrrrrriirrrr 0 W.---."..e ., . UBSEV8.Q • ' B6 PROJECT NUMBER: 1608 : PRIGHT 3' MIN �� WORKSHOP AREA 103.' Lp • ELECTRIC METER .. DRAWN BYSB ©COYINTENTIONARCHITECTURE FLOOR PLAN GAS METER g 1 FIRST FLOOR PLAN z 0 , r . . . , . , , . . . „ a „������q���„�������, A2. 1 SCALE: 1 /4" = 1 '-0" A2 . Ba 0 ciBd