HomeMy WebLinkAboutDRB17-0351_1701_Berger_04-05-2017_1502214000.pdf :4"411.e.,?.
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NOTES - GENERAL Ga�,V STANDING SEAM rm. CHIMNEY
Project Address CAP,PROVIDE s+aoP DRAualr�s
1 ALL WORK SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL - 4. +1y
GODES, LAWS, PERMITS AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST 5166 Black Gore Drive : ,)
STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES. Vail•
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2 THESE SERVICES REQUIRED CUMENTS TO COMPLETEE NOT ALDL
TOINCLUDE ALL LABOR,ORK DESCRIBED HEREIN. THE IALS,GENERALPMENT, ANDCONTRACTOR Y a I I , GO 81 S5 7 ,r• , i APPROVED
(G.C.)SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. I - ' • _ - . •T�Q. PRIMARY CH[MNE`�' 8/8/2017 12:00:00
Parcel Number: 2011-182-12-012 AM
3 17 15 THE RESPONSIBILITY OF THE G.G. TO BRING TO THE ATTENTION OF THE ARCHITECT ANY 1201--1/4u
CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE I f .
CONTRACT DOCUMENTS (CD'S), AND TO NOTIFY THE ARCHITECT AT ONCE IF ANY DISCREPANCIES Subdivision: Gore Greek I ,
APPEAR IN THE CD'S, OR BETWEEN THE CD'S AND EXISTING CONDITIONS. IT 15 THE , '' _ - - • - •
RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING ]Q� ti " f I I rI ir 11 I I 14 I I , 11 i t I - ,-
DESIGN INTENT WHERE 17 15 ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE Su bd i Y i 5 i o n , L.�I o k 1 , Lot 4N - • ] i I I ry . •
•
DOCUMENTS. 1 • I
4 SHOULD A CONFLICT OGGUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE ■ (.)
U CO COSPECIFICATIONS SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT '; ■s■m �� � . • • • , N aNo 0s 0
HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR I ' I • , ■�e11�e�ie- .� .aa®m■a ei ■-�■-ite.s■.me.�e�e ra� 0 "Nuaromom-n X - ^U
MATERIALS. Owner ie-�s1®e1®SI■�I.0ess1�s1■ s�■Is�■ISIss1�sI111■III�rW', 0 -q‘�II00 IN �IIISI■ c O 0 Q
5 DIMENSIONS: A)ALL DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.; B)ALL PLAN • ! I� •
DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD, AND CENTER LINE OF COLUMN/BEAM, 55166 A Black Gore Drive , LLGeiseusi•■eis■,■■,SeI•se��e�sessensense,� R_�e�s m o ° o
U.O.N.; C) FLOOR TO FLOOR DIMENSIONS ARE FROM TOP OF PLYWOOD SUBSURFACE TO TOP OF ' ■e• ei11e�1s•1■-1e-1e�1•.�•-'■•1■•1e •-'s�_ Iii oil ■�li , 11� co
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PLYWOOD SUBSURFACE, U.O.N.; D)VERIFY IN FIELD (V.I.F.)ALL EXISTING CONDITIONS DIMENSIONS, G/O: Bruce Berger ■■��s��s,�s,■ ■■1 ■■ - +■ ■■ '-P `��• " O g u ��
LOCATIONS AND SITE CONDITIONS PRIOR TO NEW CONSTRUCTION. e�se�sl�se�se�se,MI1r���� r��11w�0i ill • • ' . � o - - 0 c
6 THE G.G. SHALL SUBMIT SAMPLES OF ANY MATERIALS PROPOSED FOR SUBSTITUTION TO THE 2 Gh i tt e n d e n Lane le" • soneoninones ummumm ■ unummisomiI ' CD
ARCHITECT FOR REVIEW AND APPROVAL BEFORE THE WORK 15 TO BE PERFORMED. WORK �s,�s,�■I�s1®SIs1■Io�1 O O
SHALL CONFORM TO THE APPROVED SAMPLES. 1, /�
1 THE G.G. SHALL SUBMIT REQUIRED SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND Owings Mills , MD 21117-4105 r �_ IT 3 �y i `� i - ,� 3 •
. Ed AI .... "t` ^ VpJ
APPROVAL BEFORE THE WORK 15 TO BE PERFORMED. WORK SHALL CONFORM TO THE i 4 I l I 1�L
APPROVED SHOP DRAWINGS. • I ' ' ^ ' ^ a
8 THE G.G. SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES - i • • • • �/ , v a
DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND De 5 i g n e r , , / ' \ / , E
FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. yr' .�� .� �. /�� •
•
9 THE G.G. SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND - -, - ' -
INALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL mpp design 5hop inc. �� 101 _ '•• n,
DRAWINGS. 1 ----�/, e i ` _ 0)
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10 THE JOB SITE SHALL BE MAINTAINED IN A GLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND Michael Pu ka5 •ill . , _ .._ �� 111111 ® 0 -' r • T�
LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED. EACH SUB CONTRACTOR SHALL ' ^ rJ
REMOVE ALL TRASH AND DEBRIS A5 OF RESULT OF HIS/HER OPERATION UPON COMPLETION OF PO Box 288 ! y iii ' ' , I Ii �� 1 f. . . . i . „ v IHIS/HER WORK. - _ - n, U
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11 THE G.G. SHALL PERFORM ALL PHASES OF CONSTRUCTION SUCH THAT ALL NEW CONSTRUCTION (1-r0) 510-4151 s ,.
f r
FITS FLUSH AND SEAMLESSLY WITH ADJACENT EXISTING CONDITIONS, AND SHALL NOT ENDANGER
ANY EXISTING CONDITIONS OR OTHER WORK. i • 73
12 THE G.G. SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT m i G h ae I @ m ppd e 5 i g n 5 h o p.GO m _- t PR;MART UPPER LEVEL
FIXTURES, ELECTRICAL UNITS, A.G. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS • _ �� - C- y T" 'T, - i t [ ^'
REQUIRED. - -- �. L ' 1001-0" • ' a
13 ALL CONSTRUCTION, STAGING, CONTRACTOR PARKING AND MATERIALS STORAGE SHALL BECONFINED TO THE LIMITS OF THE EXISTING DRIVEWAY AND THE IMMEDIATE PERIMETER OF THE GeneraI Gontrac.tor :S.-
1 +EXISTING BUILDING. ALL ACTIVITY PERFORMED AS PART OF THIS PROJECT SHALL BE CONTAINED i CI
ON THE PROJECT PROPERTY. I ---+�r - -• LI t
14 CHANGES TO THESE CONTRACT DOCUMENTS SHALL BE NOTED IN THE FIELD AND MAINTAINED tbd \ U ._.___-_. ti -S -
ON-SITE FOR THE DURATION OF THE PROJECT FOR CONSTRUCTION OBSERVATION. EXISTING FIXED WINDOW TO BE REMOVED; / • • -11 I • _ �IE
•
15 AS-BUILT DRAWINGS WILL BE PROVIDED TO THE TOWN/COUNTY, IF REQUIRED. PROVIDE NEW CASEMENT WINDOW; ALL l }(- �
16 UTILITY METER LOCATIONS TO BE APPROVED BY UTILITY COMPANIES. DISTURBANCE TO BE REPAIRED AND REPLACED I. - / . ' . / i ,,
1 7 ALL INTERIOR NON-BEARING WALLS TO BE 2x4, U.Q.N. Land Surveyor TO MATCH EXISTING ADJACENT SURFACES; NEW / - 2- / '
18 ALL INTERIOR BEARING WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DING'S FOR SPEC'S WINDOW TO MEET EGRESS REQUIREMENTS; G.G. ti L_ - , -- ,
tbd TO FIELD VERIFY SIZE • < f/ _• N f
19 ALL EXTERIOR WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DING'S FOR SPEC'S ti in . - -
20 ALL HORIZONTAL FRAMING DIMENSIONS ARE TO THE FACE OF WOOD FRAMING, U.O.N. ' ' ' . ' + ..----------- "`"� i 4 + F. �� �- ` 1
21 ALL VERTICAL FRAMING DIMENSIONS ARE FROM THE T.O. PLYWOOD, U.O.N. -•-' < •• ,
22 ALL HORIZONTAL DIMENSIONS FOR OPENINGS ARE TO THE CENTER LINE OF R.O. - - '- : • - • " t, • ":• - � _:.,
23 ALL VERTICAL DIMENSIONS FOR OPENINGS ARE TO THE TOP OF R.O. •
Structural Engineer •� ~ `-' ~' r ` • • • • , •
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5 �. PRIMARY LOWER LEVEL' $
NOTES - GENERAL SITE tbd ;;• =; '- 89i-6u
I
1 THE GENERAL CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH •
'- - -- - " ' ��
TOWN/COUNTY GUIDELINES. ', ;. +. + ---- --•- = •.
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2 THE CONSTRUCTION LIMIT LINE 15 THE CONTRACT LINE. DO NOT DISTURB ANY EXISTING TREES OR ‘:
VEGETATION DESIGNATED TO REMAIN OR LOCATED OUTSIDE OF THE CONSTRUCTION LIMIT LINE I ' ri . 1 ' 'I : 'I L''' • _IL -- : _ . 1 I ' '
-- .F"• ,_ ' , • . • '
WITHOUT APPROVAL OF THE OWNER AND THE TOWN/COUNTY. ,r EXISTING EAST ELEVATION. • ,
3 THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, 4„ -�1,- , --,• - , -� -
UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, AND CURBS AND GUTTERS THAT MAY AFFECT �f •
THE SCOPE OF WORK PRIOR TO BEGINNING SITE CONSTRUCTION. [-I , •
4 EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT - °
LOCATION. THE ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES •5
, , ` -• • . ' , 4 4 �[
OR STRUCTURES, OR ANYTHING NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER U
CONTRACT. THE GENERAL CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE O
LOCATION DURING ALL PHASES OF THE WORK. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGES TO UTILITIES OR STRUCTURES AND ANY INJURIES THEREFROM. CO
RESTORATION OF ANY UTILITIES DAMAGED BY THE GENERAL CONTRACTOR SHALL BE AT THE
GENERAL CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
5 CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT SPECIFICATIONS FOR SEWER a) 0
CONSTRUCTION. PROVIDE SEWER CLEANOUT WITH LOCATION TO BE REVIEWED BY TOWN
ENGINEER. (.11)
.6 THE GENERAL CONTRACTOR SHALL PROVIDE DRAWINGS SHOWING PROPOSED UTILITY SERVICE 1-
CONNECTIONS FOR THE ENGINEER'S REVIEW PRIOR TO CONSTRUCTION. CO b
1 ROAD CUTS AND ANY OTHER CONSTRUCTION IN ROAD RIGHT-OF-WAY SHALL CONFORM TO TOWN N
GUIDELINES. /�1
S ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE W
GEOTECHNICAL ENGINEER.
9 PROVIDE WRITTEN NOTIFICATION OF ALL DISCREPANCIES BETWEEN EXISTING AND PROPOSED SITE � 4) c -n`
IMPROVEMENTS. > 1- W
.-
10 CONTRACTORS)SHALL TAKE ALL NECESSARY STEPS A5 REQUIRED TO PROPERLY PROTECT •,�^ i n`
AND MAINTAIN HIS WORK FOR THE DURATION OF THIS CONTRACT. V I Q CN Zt
11 THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING, nn`` O U
TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE GENERAL CONTRACTOR'S 0 W
RESPONSIBILITY TO DIRECT AND IMPLEMENT SAFETY OPERATIONS AND PROCEDURES TO - N 0
PROTECT THE OWNER, OTHER CONTRACTORS, THE PUBLIC AND OTHERS. (/ O
12 ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 0 L O
13 CONTRACTOR(5)SHALL EMPLOY A LICENSED SURVEYOR TO ESTABLISH ALL WORK LINES. L.
14 CONTRACTOR(S)SHALL STAKE OUT ALL AREAS, INCLUDING WALKS, PAVEMENTS, WALLS, POOLS U
AND FENCES AND SHALL OBTAIN THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING a)
, E *E
WITH THE WORK. 0
CO D 0
15 CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE (3) m0
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ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. z
16 ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER INITHOUT LOIN SPOTS < U
OR POCKETS. SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM 2.5% GRADIENT UNLESS NOTE: NOTE: 0U X VJ
OTHERWISE NOTES. GC TO MAINTAIN FIRE 10' 7" V.I.F. / GC TO MAINTAIN FIRE NO •` O
11 GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES, UNLESS SHOWN OTHERWISE SEPARATION AT EXISTING EXISTING SEPARATION AT EXISTING U 0
IN GRADING DETAILS.
PARTY WALL PARTY WALL Lo > v)
15 GRADE AWAY FROM ALL BUILDINGS AT A MINIMUM SLOPE OF 10% IN UNPAVED AREAS AND
MINIMUM SLOPE OF 2% IN PAVED AREAS. .. •
19 GLEANOUTS SHALL BE PROVIDED FOR ALL CHANGES IN LINES AND/OR GRADE OR THE SANITARY r r } eie
SEWER SERVICE. T' 'C -r )' '4 EXISTING RECESSED LIGHTING P 'n 'L��' '4 -5, 41141b
. # Description Date
20 CONFORM TO TOWN/COUNTY STANDARDS FOR WATER CONSTRUCTION. MAINTAIN 10 FEET FIXTURES; (1)TO BE \ I \ * 1 Progress 04/05/11
MINIMUM SEPARATION BETWEEN WATER AND SEWER UNDERGROUND SERVICE PIPES. MAINTAIN REMOVED, (1) TO BE _ -
SEVEN FEET MINIMUM COVER AT UNDERGROUND WATER SERVICE AND ASSOCIATED LINES. NEW
CURB STOPS AND SERVICE LINES SHALL BE INSTALLED FOR EACH UNIT. CURB STOPS SHALL RELOCATED
EXISTING FIXED WINDOW TO BE _ •
LOCATED ON THE PROPERTY LINE IN A SPOT APPROVED BY THE TOWN PUBLIC WORKS lL REMOVED; PROVIDE NEW Ill 1
11111 .
DIRECTOR. z CASEMENT WINDOW; ALL
21 IF UTILITY CONNECTION POINTS ARE NOT KNOWN AT THE TIME OF BUILDING PERMIT SUBMISSION, ?_I_ DISTURBANCE TO BE REPAIREDI -'1111\1477
_. .
LOCATIONS TO BE COORDINATED AND APPROVED BY TOWN/COUNTY AND SERVICE PROVIDERS AND REPLACED TO MATCH1140,,,. .,&.* i
IN ADVANCE. RELOCATE (1) EXISTING EXISTING ADJACENT SURFACES;
-- RECESSED LIGHTING FIXTURES �7 NEW WINDOW TO MEET EGRESS = r r41111111r r{°r
EXISTING DOOR TO BE \ REQUIREMENTS; G.C. TO FIELD Adiri ', ,
RELOCATED• ALL DISTURBANCE � r r
_., sky. ioitipr,„.._,...apwarirm
\ 1 VERIFY SIZE
( _ ) TO BE REPAIRED TO MATCH
NOTES - ENERGY GODS i EXISTING ADJACENT SURFACES �i
t 7.D 1
110 0 in
GG TO COMPLY WITH ALL REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE, THE 2015 �T� ��
INTERNATIONAL RESIDENTIAL CODE, AND THE 2015 ENERGY CONSERVATION CODE, AS WELL AS . ��
ANY AMENDMENTS ADOPTED BY THE TOWNS AND/OR COUNTY'S SUSTAINABLE BUILDING CODE...
EXISTING CEILING FAN TO BE 1 1 > Z
/ N
. .°41A1
CLIMATE ZONE 65 , REMOVED; PROVIDE NEWI X
FENESTRATION U-FACTOR 0.32 • I I - writillVII i„ r _ Project Number: 1701
SURFACE MOUNTED LIGHTING N
CEILING R-VALUE 49 FIXTURE 3' -0"V.I.F. 6' -1"V.I.F.
IlL .
WOOD FRAME WALL R-VALUE 20+5 OR 13+10 o - / X Drawn by: mpp
iU EXISTING I EXISTIN
MASS WALL R-VALUE 15/20 o i0 Z \ )1:4110
Checked by: mpp
H
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FLOOR R-VALUE 30 \' EXISTING RECESSED LIGHTING �j UXl 411424m—ovii
•� •BASEMENT"ALL R-VALUE 15/19 N- CONTINUOUS/FRAMING CAVITY FIXTURES TO REMAIN
SLAB R-VALUE AND DEPTH 10, 4FT 1I1)!_7 FLANS,
CRAWL SPACE WALL R-VALUE 15/13 - CONTINUOUS/FRAMING CAVITY L r \ r PROJECT LOCATION r ELEVATION,HAT SLAB ON GRADER-VALUE 15/19 - ELE X ATION,
HEATED L L E 5166 A BLACK GORE DRIVE
1.lir .4
1rAhto .
NOTES
11 AA Ari
1640 ilk
Olt 1111.5 di . _6 '
II
Imillidlillh- 4110% ,
R4' - 2 1/4" 4 3/4" 5' -0" / �� r � �k .' A2 •
1
O 2 LOWER LEVEL FLOOR PLAN
.. .
= 1
O LOWER LEVEL RCP
1/4" -O 1/4" = 11-0" .
Scale As indicated