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HomeMy WebLinkAboutDRB16-0438_A1.1_1478909158.pdf itlell OF gr, 41"0. 41, 10 0 Is *n INSULATION MINIMAL VALUES BY CODE L,, -11701 10' FROM TABLE R402.1.1 - IRC 2012 DRB FROM TABLE N1102.1.1 - IECC 2012 INSULATION SUMMARY APPROVED 10/3/2016 12:00:00 AM CLIMAT FENESTRATIO SKYLIGHT GLAZED CEILING WOOD FRAME E ZONE N U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE SHGC4LL MINIMUM INSULATION VALUES FROM IRC 2012 3 a .32 b .55 REQUIRED19 20+5 ° ROOF JOIST CAVITY = R-56 (NON-VENTED) (MIN. R-49) (OR 13+10) EXTERIOR WALL INSULATION = R-22 (MIN. R-20) BASEMENT WALL INSULATION = R-24 / R-19 (MIN. R-19) I MASS LSPACE R-VA UELL FLOOR BASEMENT SL R-VALUE WALLRR-VA UE &BUE DEPTHWALLVR-VALUE SLAB PERIMETER INSULATION = R-10 (MIN. R-10) UNDER-SLAB INSULATION = R-10/ R-15 (MIN. R-10) 15 /20 d 30 15/19 e 10 ,4 ft. t 15/19 e FLOOR OVER UNCONDITIONED = R-30 (MIN. R-30) a. Eagle County lies in climate zone 6B. WINDOWS U-VALUE MAX. = U-.32 (MAX. b. This is a prescriptive maximum u-factor for all windows and doors for a project considered an"addition". (.1--321 C. This means R-20 for cavity insulation+ R-5 for exterior continuous insulation. The Town of Vail has not INSULATION SUBCONTRACTOR MUST VERIFY THAT R-VALUES OF )111 adopted the additional R-5 at this time per amendment to section 101.1. PROPRIETARY PRODUCTS MEET OR EXCEED THE R-VALUES LISTED d. The second R-value applies when more than half the insulation is on the interior of the mass wall. ABOVE AND THAT INSTALLATION PERFORMED PER MANUFACTURER'S W e. "15/19"means R-15 continuous insulation on the interior or exterior of the basement wall-or-R-19 cavity SPECIFICATIONS. ALL INSULATION SHALL COMPLETELY FILL STUD/JOIST J insulation at the interior of the basement wall (a combination cavity and continuous must equal R-19 as well). SPACES AND HAVE PROPER AIR BARRIER SHEATHING ON BOTH SIDES r E OF THE STUD/JOIST SPACES. (-)f. R-5 shall be added for heated slabs. The R-values and depth dimension can be spread between perimeter z EXISTING HOUSE TO REMAIN - FOUNDATION, PROPOSED LOT SPLIT LINE FOR and under-slab locations. U o FLOORS, AND WALLS ( ROOF STRUCTURE TO BE DUPLEX. 2 HR FIRE SEPARATION N0 45 0 REPLACED). SHOWN IN RED HATCH. AND STRUCTURAL SEPARATION AT 2 201,2 Energy Table I- PARTY WALL. SEE PARTY WALL 1/4 = 1 0 to w 0 cni 5,, I DETAIL ON SHEET A4.6. H ca a' U in c I 1 ADDRESS BOULDER MODIFIED FOR TOWOF VAIL REQUIREMENTS Q o L •1.6 I I x c� - I NEW ASPHALT AT Lcr) m E I I INSIDE CURVE NOTE: PROVIDE SEPERATE 1- - - LOCATION OF EXISTING GAS AND ELECTRIC METER. I SHORTEN HEAT ZONE TO PAVEMENT Ce 0 E EXTEND LOWER ROOF TO CREATE SHELTER FOR METERS. RAILROAD TIE AREAS WITHIN T.O.VAIL - - - - - WALL PROPERTY MARKED TOV OR Q ROW AT CONTROL BOX. I AREA= 150 S.F. I r - - - -08- - - CONTRACTOR TO VERIFY LOCATION OF EXISTING GAS LINE I CONTRACTOR TO VERIFY LOCATION OF EXISTING ELECTRIC&COMMUNICATION ES 1_l�l !_. �1�11�1�11.1��►1�ltid9�11�1�1►L�1►N■4�1A1G co -�""'�'" `��'���s�i�. �� CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER LINE �1 I a► al,,A.w.Alb,�msl�A44aw sawn was,m%an 11 EXISTING- -- X04 -:.: 9s� sse����®�®®®®��< cv SHED TO %owIIII ����t�19��»�a��,��..�- ____----G_ E s.®O �4®®► ��i�. EXISTING CONDITIONS AT DRIVEWAY ENTRANCE TO REMAIN CO °' I ��� N#1-V---AS tIIIIIIIIIIPIM REMAIN r G LARIII l r.■` ! 1■Ba \ ®��®� ♦ss -�0��.. I N a !� D��Oi� - J I fn E 2 , 1 pts ■®■ ASPHALT ® ssssss. - E ®®®li�l ®®�lao, Ii� A1.5 _ ,_ A 4111, I , I i E a■®�� •6ry O :�s,l DRIVEWAY W/10% 1� _?.��� WATERFALL FEATURE 8398 0" _ �� 8410'- 10 1/4" GRADE TO �' = _ - _ _ _ / ® Q o o IL \ •1/ REMAIN - - - - g• Ni - I +' U J I - �1 ---- E�(IS _ _AREA OF HEATED - - - - - - (!� Q- g$ ttt•..L - ir....,. — :i 547�� �e®r®��== = `..w � ■■ 3/° - - 04 t/1� ` � / > t) c■f■w� ®r-r..r�� TING ° CONCRETE DRIVEWAYter`; " 47 11/4' C,� S OPE W ; 1��. W a?111:1■:: ®. -� , � � : I � � �■ ■� IIII�''i�� ,�- ..�■►®'® r'®►� ®® = 1,400 SQ. FT.\ 7_, ( �!. �I �8 O �n■■■II�1','w0 '.' , ,,'1 11011. ■■■i■C■11L ■ ■ . ■ 1 _, °.�� L ►1► .�®,����'�.® �. ►1►1IIII ° - - . �.- �� ,1 ►`� .1��� — — _ _ — — r ��� y��®s����►Ii,�s �l�������■��..■,.�--..-�-.�--..- - �.. �- r p�..�....$$ ..� ►.. .� --�.��.®�� �10/°- 140 SO. FT. FOR _, a-�--- � — � / � o15 SIDE YARD SETBAC� �i �►� O!�►����►� ► 11'1 , , .� . . �► � . . � � 1• � ■�I �111�■1/111`` '�.y�I - •':-°���i <��..•.��-•®�.,�e.. • � _: GE - �- � --- _ N �... �,�►�►��sssss;►11,,1,e!r�l�1,■g�®►.q►III�� �/ter r� �®;� I Ir �II���f►s�;h0,®f,►�1►�.���,.E��r�■®■tea..: .E__ ,"°' � � SNOW STORAGE � ORA ...�`� 1 � - ak 96- ...II►���►►1�i�i►i• ������ill''!, 1 '�I� 9,0�414�► 11 �,��•��'�10.'►'lls' IIIIiV' ri�V/O►�►i1►��►�1 gg,.���II!r ®I■ ® ill ria EXISTING"FRENCH" DRAIN o� S'( . FT., a _ — - 0 > > ■■■"i !'��s�►A/N'�'�s,+II 1/� /►1�11�� �,/ ®I►lO'�e� �� '��1�®1►:;-__ ..I� a►d'■■■■���! ,�'►�1,1'�'�1,91ri�1"!I� I I! I�� - NQW - OO SQ' � — — — — — — — — — — — EXIST. )6 __ i W WI►�j�j►s�s�►�►��i�i►s►� 111 ►�i1�i�l®►/�►��„�'�/!► I I ,0►® . , ss ►�►► S.NDTONEWPIPE, 2 M�� _ - - - - - ■■■I , 1 • • ► ' 1- --- ►nu o��p ....�I!U 11 ICM I! z REA- �' _ _..1 1' 4.���'►�► ►I' ''4 4 i, ' ► II' 4 4'' '. 10'.04 0 ��®� 1 I�i�M:gg011 ,,►�►�i444 t►N' 101.440.;:eI�I■ ■ I. ! 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Irul■■1 ENTRY 11Ism ■r..!. ■ I■ \� _ 3 -o corrr +-+ O L.L_i --- Y IY ccs LVA1.5 ® IS- =11 - - 1'tl I I■ - - - Ii ; �i'1�i.��® _6 111 :t11 - - - - - 0 _ _\__ 3 ,� ` .w11r` Ii111■III I■ '� / i ��► _ \ 1� \ Lo =2� Ii• ` - � Nit ,, ,iar0. 8 9.ll�il `JII■.r_� �� w 1■I,1�\ '1 "5 "9er 1101 \ \ Y I P , � / y•, SEM REC=SSED CANS 4) �'��,►� `\� / S _ _ _0__ — EXISTING FLAGSTONE PATH •�� �� D E r °� '° AND STAIRS, z81a1 in iallit /r1 o I®�1®■■®1�9foI �. ExIST. A -UNHEATED- 280, ► I - -�� i��� 3/° 9R1® aTIE INTO NEW PATIO ��► I GRADE �!�1! I `` BOULDER - 3RAVELFILL FORDRAINAGE,/ —MOVED DURING -- CONSTRUCTION $— — l�� _ - - _ _ - iI _ WEEPHOLES BETWEEN BOULDERS. ......„ I \. ..E ` ` PROPOSED - BOULDER RETAINING WALLS NOTES: CO I' ��' 1.4.-`�l0 LOT SPLIT LINE _ 41,-41, �• ' _ - 1 SITE BOULDER WALLS MAY BE REVISED IN THE FIELD. 78 _ - �� � G E �' V � _ • NONE SHALL EXCEED 6'-0 HEIGHT. `o ;; �` , W .�'^ _ " 1 \� ��,' - - - �6 S ANY 4'-0" HEIGHT OR GREATER MUST BE APPROVED BY STRUCTURAL ENGINEER -` 7'-6' 76 O - III _ NO BOULDER WALLS WITHIN 2'-0"OF PROPERTY LINES y4 , NOTES: .c / 1 - ' 1. BOULDERS ARE TO BE 1'-6"TO 4'-0"IN "GROTTO" 74 'Ci ,0_ ® _ _ SNOW STORAGE _- � _ NO GRADES OR BENCHES CAN EXCEED 2:1 SLOPE. NQ PATI / O `' " COMBINED AREAS - ■�■s■ DIMENSION AND SHALL BE OF ANGULAR SHAPE 76 ENCROACH PATIO / G SEE DETAIL SITE PLANS FOR SPECIFIC WALL HEIGHTS. • NOT ROUND). -MEN FLAGSTONIk\ 72 =450 SO. FT. A ■�■` ( ) AREA OF HEATED SPECIAL INSPECTIONS NOTE: f j. 2. PLACE BOULDERS SO THEY INTERLOCK BOTH 1 E ON SAND / / / E ASPHALT DRIVEWA = �. , , - - • •`10 VERTICALLY AND HORIZONTALLY. 70 / 830 SO. FT. �, , - �S- THE GENERAL CONTRACTOR MUST SCHEDULE SPECIAL �� / W ° = 310 3. DIMENSIONS SHOWN ARE APPROXIMATE BUT 30% 282 SQ. FT. F R - - INSPECTIONS WITH THE GEOTECHNICAL ENGINEER AS DESCRIBED �� THE TOTAL MAY NOT EXCEED 6'-0"AND SLOPE MAY I 74k / / SNOW STORAGE �\ , - #0, IN THE SOILS INVESTIGATION REPORT NOT BE STEEPER THAN 1:2. D� * I LARGE i / - _G_ - S - - ' +3% �, 0' 10' 20' 30' J Q `' r► 4. BACKFILL AND BASE SOILS SHALL BE VERIFIED < 0 _ _ \ _ B• OULDER _ 7' ;\� ` _GRADE - - / / ' _ / / 6s �S BY THE SOILS ENGINEER DURING CONSTRUCTION v IN / EXISTING �� OF WALL. pi- E $t CONTRACTOR TO LOCATE EXISTING SEWER LINE BOULDER WALL _ c+7 �� A.ii, 2 - NEW PATH W/FLAGSTONE � W ,_o�IA '�;is���i UTILITY SCARS TO BE RE-GRADED TO �5 ) 2r. _ -:" j 1 c o N STEPS -•-Vs'• '-- -- 1K, '!" .�sss ssssss• NATURAL GRADE AND RE SEEDED W/ ' 66 ►sse sosss�• .� HANDRAIL BOLTED INTO � �- �` --:,...0��yg�s��io��'•�s!s NOTE: PROVIDE SEPERATE NATURAL VEGETATION. © H • �s�Ds-sips.. HEAT ZONE TO PAVEMENT SIDE OF EXISTING ��� �� �� ,��� �A �2 , �®► AREAS WITHIN T.o.vAIL LIGHTING LEGEND ��� ` k- -' '� m • 66 W'0- - - _ BOULDER ► s \ PROPERTY MARKED TOV OR © W - - ROW AT CONTROL BOX. Al.6 /L. HAMPTON BAY a 70 � ' i $� AREA= 110 S.F. SITE PLAN - ROOF LEVEL J s?r_ '!-,-- ' };j RETROFIT W/SHIELD FOR A\ _ 1 = EXTERIOR WALL LANTERN ;' $ - - - G V 1 10 0 QUARRY ,...,.::.-f.'.'", . = :•_�,,.=,_ DARK NIGHT SKY — , ._ ��w CONTRACTOR TO VERIFY LOCATION OF NEW SEWER LINEr - COMPLIANCE c0 6' / - E NATURAL SLATE, BRONZE, & G' CO i 6' 4'WIDE CONC. PAN FROSTED AMBER SHADE N '6 -- - \ G 1N �j W/2" INVERT RETROFIT WITH SHIELD SHOWN N \ (NO HEAT) 01 \ CONTRACTOR TO VERIFY LOCATION OF NEW GAS LINE Z SIZE: 6"W x 13.6"H x 8.8"D - CONTRACTOR TO VERIFY LOCATION OFNEW ELECTRIC&COMMUNICATION LINES COUNT: (15) D- ` WALL SCONCE LIGHT FIXTURES. Cl. °�,° s \ CONTRACTOR TO VERIFY LOCATION OF NEW WATER LINE _� W COUNT: (6) -,--,.- ----- N 1— c\i \ RECESSED CANS IN SOFFIT. u0 CO E E) \ EXTERIOR LIGHTS ALLOWED 1 PER 1,000 S.F. OF LOT AREA - c co N =21 FIXTURES a) / °' EXTERIOR LIGHTS PROPOSED c o 21 FIXTURES 0 a