HomeMy WebLinkAboutDRB16-0098_Long 4_1478908933.pdf _ Alpiv.
GENERAL NOTES: Z7.4ti-V.,
ALL DIMENSIONS/ HEIGHTS TO BE FIELD VERIFIED AND
BASED ON EXISTING STRUCTURE. MATCH EXISTING Ilk 1
ARCHES AND ARCHITECTURAL DETAILING THROUGHOUTii
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THE PROJECT. PLANS ARE DERIVED FROM THE ORIGINAL
HOUSE AND MAY HAVE VARIATIONS TO BUILT DRB
APPROVED
STRUCTURE. VERIFY PRIOR TO CONSTRUCTION. I 4/13/2016
12:00:00 AM
ALL INTERIOR WALLS ARE 2X4, EXTERIOR ARE 2X6,
HEM-FIR STUD FRAMING AT16"O.C. UNLESS OTHERWISE design
NOTED. RE: STRUCTURAL
construction
ALL WALLS AND CEILINGS ARE TO BE COVERED WITH 1/2" sustainable design
DRYWALL. PROVIDE TYPE X DRYWALL UNDER ALL STAIRS
outdoor living
AND NECESSARY FIRESEPARATION AREA PER LOCAL New windows and roof from
CODE. PROVIDE WATER RESISTANT T
DRYWALL TO ALL WET EXISTING STANDING SEAM residential
AREAS. METAL ROOF TO REMAIN `rr--r-r- LEEP AP certified
ALL CONSTRUCTION IS TO CONFORM TO REQUIRED LOCAL elimination of deck
BUILDING CODES AND 2015 IRC.
REFER TO MANUFACTURE RECOMMENDATIONS FOR ALL PROVIDE NEW SNOW FENCES �I!`�~ —
I
Parallel Design Group
BUILDING PRODUCTS. ON ALL REAR FACING ROOFS • -h
"dune your own lines"
REFER TO STRUCTURAL PLANS FOR ALL STRUCTURAL _m 303.607.0544
REFERENCES INCLUDING, BUT NOT LIMITED TO, HEADERS, L
TRIM STUDS, FLOORING, CONNECTIONS AND BEAMS. NEW ROOF. MATCH EXISTING. - www.para((eldesigngroup.com
ELECTRICAL LAYOUT IS SCHEMATIC AND MUST BE NEW 5"GUTTERS AND FASCIA —
COMPLETED PER LOCAL CODES. PROVIDE SMOKE AND PAINTED TO MATCH EXISTING
CARBON MONOXIDE DETECTORS PER LOCAL CODES.
/
TYPICAL HEADER HEIGHT IS 7'-0"UNLESS THERE IS A
TRANSOM OR OTHERWISE NOTED. EXISTING VERTICAL SIDING TO
90.23'T.O. SECOND FLOOR SUBFLOOR REMAIN
CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PLANS 89.4' B.O. MAIN FLOOR CEILING NEW WOOD ENERGY EFFICIENT
PRIOR TO STARTING ANY AND ALL CONSTRUCTION. ANY '. WINDOWS THROUGHOUT Ps.
DETAILS NOT INCLUDED OR SPECIFIED ON PLANS MUST BE I III II II I II I I I II I IIIII
BROUGHT TO THE ATTENTION OF THE OWNER,AND NEW VERTICAL HANDRAIL. 36"
APPROVED BY OWNER, PRIOR TO STARTING MIN HEIGHTAND 3i"MAX
CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR SPINDLE SPACING. INSTALL PER IA. N
ANY ASSUMPTIONS MADE TO PLANS WITHOUT OWNER LOCAL CODES AND
APPROVAL. o MANUFACTURES
EXISTING HEAT TO BE MODIFIED THROUGHOUT PROJECT Op RECOMMENDATIONS A� ‘n-1
BASED OFF NEW PLANS.
VERIFY ALL WALLS AND FLOORS TO BE DEMOLISHED
0
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- NEW WALLS , 81.4'T.O. MAIN FLOOR SUBFLOOR
\j
,�80.57'T.O. BASEMENT CEILING
��� UNDER/OVER FRAMING , CO
- DEMOLISH NEW VERTICAL SIDING TO
MATCH EXISTINGDesi n changefrom0ENGINEERS ON PROJECT: Nin g
DOSSEYNEW WOOD ENERGY two windows to three
PLAZA /SUDIK
STRUCTURAL ENGINEERS EFFICIENT WINDOWS AND 5" �� U
PLAZA QUEBEC TRIM TO MATCH EXISTING
6025 SOUTH QUEBEC STREET , 75.11'T.O. EXISTING FOOTING+/-
SUITE 375
CENTENNIAL, COLORADO 80111
ENGINEER OF RECORD: DAVID W. DOSSEY,37653 ■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■
.1
STARBUCK SURVEYORS Li_.1 1 -
P.O. BOX 1584 , 71.57'T.O. NEW SLAB r '
0031 EAGLE PARK EAST DRIVE
II<i..........._
EAGLE, CO 81631 vim
ENGINEER OF RECORD: RICHARD E. BORDEN,30084
LELAND LECHNER Z sio...°311
30946 COUNTY ROAD 356
BEUNA VISTA, CO 81211 ill
ENGINEER OF RECORD: LELAND LECHNER,23506 1 \ PROPOSED REAR ELEVATION L r 1`
LKP ENGINEERING, INC. Q _.._.1
P.O. BOX 2837
EDWARDS, CO 81632 A2,VSCALE: 1/4" = 1'-0"
ENGINEER OF RECORD: LUIZA PETROVSKA,29526 ` ......
SQUARE FOOTAGE: U
Li_.1
BASEMENT FINISHED: 1,302 SOFT
BASEMENT UNFINISHED: 296 SQFT
EXISTING MAIN FLR/REMODELED: 1,364 SOFT gm.",
NEW MAIN FLOOR ADDITION: 105 SQFT
UPPER FLOOR REMODEL: 674 SOFTU
EXISTING GARAGE: 338 SQFT
L..3
TOTAL FINISHED AREA: 3,445 SQFT
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ISSUED FOR: DATE:
CONSTRUCTION DOCUMENTS 03/09/2016
SHEET NUMBER:
A2 . 02