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F _ ` , ` ' ' � ` ! � `�,� � � THE BASIS C!F ELEVA7ION / 100 Y�AR FLOOD PLAIN TQ NAVD Qfi AATUM, t2/17/09>, �
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� - � i - FACTS THAi AN AC�URATE AND CURRENT TIrLE SEARCH MAY" DISCLDSE.
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k - ` ' � � �\ ACTIIIN BASEA t1P�! ANY DEFECT IN THIS SURVEY WITHIN 7HREE YEARS �
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� � r - - , �� \ " g� � - y> BEARINGS AND DISTANCES ALONG PROPERTY LINES SH�WN HEREQM ARE �
: AS SNOVN qN THE SUBIIIVISION PIAT qNLY. A BRUNDARY SURVEY V(]UITI ,
� ' ' ' ' ' * ` \ " • � BE NECESSARY TQ DETERNINE THE TRL1E DIMENSIONS (7F TFiE. Li1T AND
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, � ' ' ' \ \ �`-.� 8) THTS lOF FALLS WItHIN A HIGFt SEVERITY Rt1CK FAIL Z�NE PER 7 Q.V. RQCKFALL STUDY
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- n INDICATES BllSH AND APPRX DIAF4ETER - j,� \ �RIGINA� CLIEdT RNLY. ANT USE OF QR TRANSFER TD OTHERS IS PRDHIBITED.
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� BU I LDI NG SECTION BU I LDI NG SECTION
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DESIGN CRITERIA BRUNDAGE & HENSTON REMODEL JOB # 0902- 10 ( rafters or trusses) below overframed areas to provide adequate lateral stability �
� C . Provide wind /seismic anchors at supports for all roof joists and trussed rafters
Roof Live Load ( Snow) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100/80 psf See nailing S �hedu � e. A B B R E VI A TI 0 N LI S T
Roof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf D Provide solid blocking between roof rafters, trusses and lookouts at all bearing 2003 IBC FASTENING SCHEDULE *
Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf locations. Blockmg material shall match rafter, truss chord , or lookout material
R Floor Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf *THIS IS A PARTIAL SCHEDULE SEE IBC TABLE 2304. 91 FOR FULL SCHEDULE
Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf STRUCTURAL GLUED LAMINATED TIMBER •
� A B ANCHOR BOLT LAM . LAMINATED
Deck Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf CONNECTION FASTENING °� b A F F ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL
� Wind ( 3 Second Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 mph ( Exp B ) a Materials, manufacturer and quality control shall be in conformance with AITC Product A F. G ABOVE FINISHED GRADE LLV LONG LEG VERTICAL
Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT Standard PS 66 - 82 , " Structural Glued Laminated Timber" � �o�st to s� i � or girder 3 — 8d common toer,a �i ADJ. ADJUSTABLE LONGIT LONGITUDINAL
IBC/IRC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2003 b Laminated members sha � l be fabricated using Alaskan Yellow Cedar with the following 3 — 3" x o i3i " na �i ANCH . ANCHOR LTWT LIGHTWEIGHT
combination symbols 3 — 3 14 gage staple
FOUNDATION DESIGN • 1 20E— V12 Simple— span beams 2 Bndging to �oist 2 — 8d common toenail each end APPROX APPROXIMATELY LVL LAMINATED VENEER LUMBER
2 20E— V13 Continuous or cantilever beams 2 — 3" x o � 3� " r, a �i ARCH ARCHITECT LSL LAMINATED STRAND RIM MATERIAL
2 - 3" 14 gage staple BD BOARD MAX. MAXIMUM
a Design of individuai footings is based on an assumed maximum allowable beanng pressure of c All members shall be Architectural Appearance Grade, unless indicated otherwise by the BLDG BUILDING MECH MECHANICAL
1500 psf ( dead load plus fUll IIV2 IOdd � . architect 6 Sole plate to �oist or blocking 16d at 16" o c typical face nail
b Footings shall be placed on the natura ► undisturbed soil , or compacted structural fill per the d Protect members from damage or exposure to moisture prior to and dunng construction 3" X o � 3� " r, a �� at s" o � BLKG. BLOCKING MAT' L MATERIAL
recommendations of the geotechnical engineer, below frost depth . e Adhesive shall meet the requirements for wet conditions of service 3" 14 gage staple at � 2" o c BM BEAM MANUF MANUFACTURER
BOT BOTTOM MIN . MINIMUM � w
c A representative of the geotechnical engineer shall venfy soils conditions and types dunng f Do not camber laminated members unless indicated on the drawings Sole plate to �o�st or blocking at braced „ > ao
Portions of lued — laminated timbers that are ex osed to weather and not rotected b a roof wail panel 3 — 16d per � s braced wall panels B 0 W BOTTOM OF WALL ( N ) NEW II' Q c�
excavation Because geotechnical information was not available at the time of preparation of g g P P Y (4)- 3" X o i3� " na �i Per � s" BRG BEARING NOM NOMINAL � o
the construction documents , we have used assumed values based on similar sites in the area or similar covering shall be pressure treated or be manufactured from naturally decay (4)-3" 14 gage staple per � s" � Q oo � �
Construction of the foundation ma not roceed without verif in these values. Re ort an resistant wood CANT. CANTILEVER N W NORMAL WEIGHT -p � o �
y P y g P y 7 Top plate to stud 2 — 16d common end nad U Q O � �
C J CONTROL JOINT 0 C ON CENTER
discrepancies from design assumptions to structural engineer for re— evaluation of foundation 3 — 3" X o i3i " r, a �i Z -p � v °' °'
design STRUCTURAL STEEL• , 3 - 3" 14 gage staple CMU CONCRETE MASONRY UNIT OPNG OPENING � p o � �
CEM CEMENT OSB ORIENTED STRAND BOARD Z
8 Stud to sole plate 4 — 8d common toenad CLG CEILING F� PLATE � a � N O � �
REINFORCED CONCRETE• a Structural steel shall be detailed , fabricated and erected in accordance with the most current 4 — 3" X o � 3� " �a �i CENTERLINE PLYWD PLYWOOD � � w J M X
e d i t i o n s o f A I S C S p e c i f i c a t i o n s a n d C o d e o f S t a n d a r d P r a c t i c e 3 — 3" � 4 g a g e s t a p i e � Z � r� � � o ¢
a Concrete design is based on the " Building Code Requirements for Reinforced Concrete" ( ACI b . Structural steel W shapes shall be ASTM A992 CLR CLEARANCE PKT POCKET � •L � N Jvv
318) as adopted by Chapter 19 of the 2003 IBC. c A l l bo l ts use d in s tee l framing s ha l l con form to A S T M Speci fica tion A 3 2 5 Anc hor bo l ts an d 2 — isd common end nad C O L C O L U M N R 0 R O U G H O P E N I N G � �
b Structural concrete shall have a minimum 28 — day compressive strength of 3000 psi bolts used in timber connections may be ASTM A307 Bolt sizes shall be 3/4" diameter 3 — 3" X o i3i " r, a �i CONC. CONCRETE RAD RADIUS � �
unless noted otherwise 3 — 3° i4 qage staple CONN CONNECTION REF REFERENCE (n '—
c. Concrete shall be proportioned using Type I — II sulfate— resistant cement Admixtures containing o�
9 Doubie Studs 16d at 24" o c foce nail CONT. CONTINUOUS REINF REINFORCE REINFORCEMENT Z �
chloride salts shall not be used �
d Cold weather concreting procedures shall be provided as recommended in the ACI Manual of GENERAL REQUIREMENTS: 3" X o � 3� " na �� at s" o c CONST CONSTRUCTION REQ' D REQUIRED � � N oo �, �
3" 14 gage staple at 8" o c C . P CRIPPLE POST RET RETAINING — � `n "� 'n
Concrete Practice co rn �
a Structural erection and bracin The structural drawin s illustrate the com leted structure � o Double top plates � sd at is " o c typical face r, a �� C W CRIPPLE WALL REV. REVISION � � '— I I
e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. 9 9 P � � a, a,
with all elements in their final ositions, ro erl su orted and braced The contractor, in 3" x o � 3� " na �i at i2" o c DBL DOUBLE R S. ROUGH SAWN � X � �
f Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and P P P Y pp , . �., p
3' 14 gage staple at 12' o c
spaced at a minimum of 10 boit diameters unless noted otherwise the proper sequence , shall provide shonng and bracing as may be required during construction DET DETAIL SCHED . SCHEDULE � U m c� °' °'
g Concrete coverage for reinforcing steel to achieve the final completed structure Contact structural engineer for consultation ( not in DIAG DIAGONAL SECT. SECTION L J O X
Double top plates 8 — 16d common lap splwe DWL DOWEL SHT. SHEET � +' � Q ^ Q
1 . Concrete cast against and permanently exposed to earth • 3 " contract) as required . � 2 — 3" x o � 3� " na �i � � > �v
P 2. Concrete exposed to earth or weather: b . Dimensions• Check all dimensions against architectural drawings prior to construction Do i2 — 3° 14 gage staple typica� face na �i DWG DRAWING SIM . SIMILAR
n o t s c a l e d r a w i n s. EA EACH S. I . P . STRUCTURAL INSULATED PANEL
" ' A. #5 b a r a n d s m a l l e r 1 1 �2" 9 1 1 B loc kmg be tween �ois t or ra f ters 3 — 8 d common toenad E J EXPANSION JOINT SPEC SPECIFICATION
� B #6 through #18 bar 2" c Construction practices . General contractor is responsible for means, methods, techniques, to top plate 3 — 3" X o � 3� " na ��
3 Concrete not exposed to weather or in contact with ground • sequences and procedures for construction of this pro�ect Notify structural engineer of 3 — 3" 14 gage staple ELEV ELEVATION SQ SQUAR E
A . Slabs , walls , �oists ( #11 bar and smaller) 3/4" omissions or conflicts between the working drawings and existing conditions Coordinate � 2 Rim �o�st to top plate sd at s " ( 152mm) o c toena �� ENG . ENGINEER STD . STANDARD �
B Beams , columns 1 � �2 " requirements for mechanical /electrical /plumbing penetrations through structural elements with 3" X o 131 " na �l at s " o c EQUIP EQUIPMENT STL STEEL
structural engineer Jobsite safety is the sole responsibility of the contractor All methods 3" 14 gage staple at s" o c EQUIV. EQUIVALENT STRUCT STRUCTURAL �
REINFORCING STEEL: used for construction shall be in accordance with the latest editions of the IBC /IRC � 3 Top plates, �aPs and intersections 2 - � sd common tace na �� EXSTG EXISTING T&B TOP & BOTTOM
d . Details not specifically shown on the drawings shall be constructed in a manner similar to the 3 — 3" x o 13� " na �� ( E ) EXISTING T&G TONGUE & GROOVE
details that are shown for like conditions. These items shall be brou ht to the attention of 3 — 3" 14 gage staple EXP . EXPANSION T 0 TOP OF �
a Detailing , fabrication and placement of reinforcing steel shall be in accordance with the ACI g � 4 Continuous header, tWO pieces isd common is" o c along edge EXT EXTERIOR T. 0 C TOP OF CONCRETE
Manual of Concrete Practice. the structural engineer as soon as possible for approval Approval shall be obtained prior to
b Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM installation . is Continuous header to stud 4 — 8d common toer,a�� F. D. FLOOR DRAIN T 0 F TOP OF FOOTING �
Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note e. All waterproofing and flashing �s the responsibility of the architect and contractor � s Rafter to iate 3 — , 8d common toena �i FDTN FOUNDATION T 0 L. TOP OF LEDGE
on lan , or bars to be welded , which shall be rade 40. f It is the responsibility of the contractor to contact the structural engineer at the appropriate P 3 — 3 X o � 3i r, a �i FLR FLOOR T. 0 M . TOP OF MASONRY �
P g (See Section 2308101 , Table 2308101 ) 3 — 3" 14 a e sta I
c Do not weld or use mechanical spiicing devices unless specifically approved by engineer. time to perform site observation visits Observation visits to the �obsite by the engineer are 9 9 P e FRMG FRAMING T 0 W TOP OF WALL
d Epoxy adhesive for reinforcing dowels shall be " Hilti " or " Simpson " or approved equivalent for determination of general conformance with the construction documents and shall not be 23 Bu �� t— up corner studs � sd common 24" o c FTG FOOTING THRU THROUGH
adhesive systems . Minimum embedments, if not specifically indicated on the drawings, shall construed as inspection 3" x o � 3� " na �i is" o c GA . GAUGE TRANSV TRANSVERSE �
be according to the manufacturer' s specifications. g . Though every effort is made to provide a complete and clear set of construction documents , 3" 14 gage staple is" o c GALV. GALVANIZED TRTD TREATED
discrepancies or omissions may occur. Release of these drawings anticipates cooperation and 29 ,1o� st to band �oist 3 — 16d common face na �� GEN GENERAL TS TUBE STEEL COLUMN
e Metric bar size conversion table 5 — 3" x o i3i " � a �i .
METRIC 10 13 16 19 22 25 29 32 36 continued communication between the contractor, architect and engineer to provide the best G. L. GLUE— LAM TYP TYPICAL
# # # # # # # # # ossible structure These drawin s have been re ared for the use of a ualified contractor 5 — 3° 14 gage staple �
INCH — POUND #3 #4 #5 #6 #� #8 #9 #10 #11 P 9 P P q GYP . GYPSUM /GYPCRETE U N . 0 UNLESS NOTED OTHERWISE
experienced in the construction techniques and systems depicted No�s HDR HEADER VERT. VERTICAL ^
STRUCTURAL WOOD FRAMING• h . Existing structures Contractor shall be responsible for verifying dimensions, elevations , For s� 1 inch = 25 4mm 2 3/s" x o � � 3" na �� s and 3" x o � 3� " na �� s are standard Sd and 10d Gun na �� s HORIZ HORIZONTAL V. I . F VERIFY IN FIELD h-1
framing , foundation and anything else that may affect the work shown on the drawings HSS HOLLOW STEEL SECTION W F WIDE FLANGE �
Underpinning , shoring and bracing of existing structures shall be the responsibility of the a Common or box na �is are permitted to be used except where otherwise stated
a Except where noted otherwise, all 2 nominal lumber, except studs, shall be Douglas Fir— Larch b Staples shall have a minimum crown width of �/� s mch HT. HEIGHT W. P WATERPROOF � r',
�� „ contractor INT INTERIOR W. W F. WELDED WIRE FABRIC �.►..� Q
#2 and better, and ali solid timber beams and posts 3 nominal and wider shall be Douglas INV INVERTED WD . WOOD �
Fir— Larch #2 JST JOIST W/ WITH � �
� � b Studs shall be Stud grade and better pouglas Fir— Larch or Hem Fir K KING STUD W/0 WITHOUT � �
c Built— up posts shall consist of Douglas Fir— Larch or Hem Fir #2 or better 2x4 or 2x6 studs � �
� per plan and shail be nailed together with 2 rows of 16d na � ls C� 6 " on center along each
° "� stud � �
d . Built— up beams consisting of multiple 2x members shall be nailed together with two rows of � —�—� �
16d nails spaced at 12" on center, or with two rows of 1 /2" diameter thru — bolts spaced at � �� O
24" on center.
e Top and bottom plates shall be Douglas Fir— Larch or Hem Fir #2 and better. F-� �
f Beneath solid or built— up columns noted on plans, blocking of area equivalent to column � �
above shall be provided within floor �oist spaces and in wall spaces below Door or window
trimmers consisting of a single stud do not require special blocking in the �oist space. ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE— TREATED LUMBER SOLID 2x12 BLKG. 2x DECKING PER ARCH . SOLID 2x12 BLKG �� �
g Except as noted otherwise, minimum nailing shall be provided as specified in the " Fastening SHALL HAVE A SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH BTWN JOISTS � BRG. BTWN . JOISTS � BRG. �
Schedule" on the drawings ( 2003 IBC Table 2304 9 1 ) . FASTENERS THAT ARE GALVANIZED PER ASTM A153 CONTACT ENGINEER FOR � m ►--�
h . Boits used for wood framing connections shall be installed with standard washers and nuts ALTERNATE USE OF BARRIER MEMBRANES. `�y�� ��
i . Unless noted otherwise, steel connectors such as those manufactured by the Simpson —���-� � �
Company shall be used to join rafters, �oists or beams to other beams at flush — framed CONNECTION SCHEDULE FACE JOIST I
conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type �
U or Type HU hangers of a size specifically designed for the member supported , as shown in Q SIMPSON H5 ( 4) - 8d ( 4) - 8d rT� !�
the manufacturer s published tables Contact structural engineer for details as required. _ _ _ �
� Wood nailer plates installed on steel beams for top — flange hangers shall be ripped to match � SIMPSON — — OH TYP . � � � �
the width of the wall or beam flange Nailer plates supporting top flange hangers from one QC SIMPSON LUS210 ( 8) - 10dx1 . 5 ( 4) - 10d � � � �
side only shall be installed flush with the face of wall or beam flange at the hanger locations CANT. JOISTS ( � EXSTG DECK JOISTS �
k Laminated veneer lumber ( LVL) shall have the following mmimum properties• � SIMPSON LSSU210 ( 9 ) - 10d ( 7) - 10dx1 . 5 PER PLAN ii � � X � - FIELD VERIFY DEPTH
1 . Flexural stress - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi EQ SIMPSON HUSC210- 2 ( 8) - 16d ( 8)- 16d � I / � I �
2. Modulus of elasticity - - - - - - - - - - - - - - - - - - - - - - - 1 , 900, 000 psi DROPPED BEAM � � EXSTG BEAM
3. Tension parallel to grain - - - - - - - - - - - - - - - - - - - - - 1850 psi 0 SIMPSON LSSU210- 2 ( 14) - 16d ( 12 ) - 10dx1 5 PER PLAN � � � FIELD VERIFY SIZE
4. Compression parallel to grain - - - - - - - - - - - - - - - - - 2310 psi QG SIMPSON BC6R — — � CONTACT ENGR . FOR I I I I �
5. Compression perpendicular to grain ( parallel to glue line) 750 psi POST PER PLAN POST TO BEAM CONN . � � � �— EXSTG. STUDPACK
6 . Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 psi 0 SIMPSON TS9 ( 8) - 16d
7. Connection of multiple — member beams ONCE BEAM SIZE IS I I I I � � � � �
A . Top— loaded beams 0 NOT USED CHOSEN I I I I 3 - 2x6 MIN .
- i ) For members 12" deep or less, nail each member to the next with 2 rows of J� SIMPSON ABU66 — — ��--
v 16d nails at 12" o. c KQ SIMPSON BC6 — — 2 �
„ � „
ii) For members greater than 12" deep , nad each member to the next with 3 SCALE • 3 4 = 1 - 0
" rows of 16d nails at 12 " o c S1
B . Side— loaded beams
i ) For two or three member beams, nail each member to the next with 3 rows 6x6 POST
of 16d naits at i2" o. c . designed by _ MPS /STR
ii ) For four member beams , bolt through with 2 rows of 1 /2" diameter bolts at MTN
� 2" o. c drawn by
iii ) For members consisting of more than four members, contact structural ► checked by _ TDH
engineer �
I . All lumber used in construction shall have a maximum moisture content of 19 %. ISSUed
m . Unless made of treated or naturally decay— resistant wood , all deck beams and �oists ( including � Z I '
�
glue— la�m, $) wider than 1 ��Z " shall be sealed and flashed at the top surface per architect PERMIT 04f09 /09
n Fra m in N otes: �%o �i !`�i`�i`� ��°���o��o� o o,�•
( 4) - 10d NAILS INTO SOLID BLKG BTWN `����`rr�`o�r�`o I � I ��%%!��'
1 . Exterior wal I s: �� � „ ������%�� �������
A All exterior walls are 2x6 studs � 16 o. c. to a maximum height of 12 — 6 , 2x6 EA . LOOKOUT, TYP . TYPKOUTS � BRG , ���\� \�\\��`�
studs � 12" o. c. to a maximum height of 14' - 6 " , and ( 2) - 2x6 studs � 16 " to a EQ EQ ( I
maximum height of 17' - 4" unless otherwise noted Walls taller than 17' - 4" shall I I 12" �D CONC PIER
be framed with manufactured laminated studs . Contact engineer for spacing
requirements, if not indicated on plan Cap with a double top plate installed to I (
provide overlapping at corners and at intersections with other partitions If overlap Z
CONT. 2x12 STRUCTURAL �
is not possible, strap top plates with metal strap ties ( Simpson ST292 or SUB — FASCIA , SEE PLAN ( Z) — #5' s VERT.
equivalent) o (
B . Gable— end walls shall be balloon — framed to the bottom of rafters or end — wall Q TYP �
�-
trusses unless approved by engineer. DA TYP 2x12 RAFTERS
C. Floor or roof framing members must be aligned to bear within 5 inches of the ( 4) - 10d NAILS � PER PLAN I I (
studs beneath . 2x12 STRUCTURAL EA RAFTER , TYP
D Provide 7/16 thick APA rated sheathing ( plywood or OSB ) rated 32 /16 , exposure 1 , I � sheet
at exterior face of extenor walls Block all horizontal joints and nail panels with 8d SUB — FASCIA, TYP 2x BLKG BTWN .
2x12 RAFTERS PER PLAN CONTACT ENGR IF
nails spaced at 6 " along panel edges and at 12" along intermediate supports. 2x12 LOOKOUTS RAFTERS � BRG , � �
E Provide ( 3) - 2x10 headers over all door and window openings , with one 2x6 trimmer „ SHALLOWER DEPTH TYP
and one 2x6 king stud each end , unless otherwise indicated � 24 O. C. , TYP . CONTACT ENGR IF RAFTER /FASCIA IS REQ' D BELLED FTG. — SEE PLAN
j F At beam beanng locations in stud walls , provide multiple— stud posts equal to width SHALLOWER DEPTH HEADER PER PLAN FOR DIAMETER
, of bearing member unless noted otherw � se 2x6 STUDS � 16 " W/ —� RAFTER /FASCIA IS REQ' D EQ EQ
2. Roof Construction : Y2" PLYWD OR OSB
� A Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1 Install SHEATHING
sheathing with long dimension perpendicular to rafters or trusses and end joints
staggered . Nail with 8d nails spaced at 6 " along panel edges and at 12" along 4 SCALE 3 /4" = 1 ' - 0 " 3 SCALE : 3 /4" = 1 ' - 0 " � SCALE : 3 /4 " = 1 ' - 0 "
_ intermediate supports S1
B . Plywood sheathing shall be applied continuously over the primary roof inembers S1 S1
: JOB #0902 - 10
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CUT BACK EXSTG � �'`6� L "'� I�xyl � Irx I
'� CANT DECK JOISTS I 2x12' s � 24" 0 C. I � \ �
F � 1 �s�, I I ��-,o � �, ( I I
� W10 26 OR 10x16 D F OR CANT � u �ti�, o
83/ x15 A ASKAN YELLO CED R G L ( DRO PED ) / J �O�F� �' designed by MPS /STR
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� 2 � checked by _
`�1 S1 ` ` ` � � � � � / ' s+6'A 24" � BELLED FTG , O ISSU2d
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CANT DECK JOISTS �`r�' TYP
3 PERMIT 04f09 /09
( V I F. ) 1 ' - g ��
N ORTH 15' - 3 " ( V I F- ) 16 ' - 0 " 6 ' - 7" 2� _ 4y2��
D E C I� F� R A M I N G P LA N SCALE : � 4 " = 1 � - o � �
PLAN NOTES FOR NEW FRAMING :
1 . NEW POSTS BELOW ( ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED : ■
EXISTING POSTS BELOW ( ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED . e NORTH
NON — CONTINUOUS POSTS FROM ABOVE ARE INDICATED �
2. ALL POSTS ARE LABELED AT THE TOP � O U N D A TI O N P LA N SCALE : 1 4 " = 1 � - 0 � � sheet
3. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS PLAN NOTES FOR NE 'JV CONSTRUCTION
NOTED ( DROPPED ) . 1 TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING
�
4 " � " INDICATES CONNECTION TYPE — REF S1 FOR SCHEDULE. CONDITIONS AT THAT DEPTH CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED .
r- 5 ( E) REFERS TO EXISTING CONSTRUCTION ( - - - - - - ) , ( N ) REFERS TO NEW ( ) 2 DO NOT SCALE DRAWINGS.
• 3. ( E) REFERS TO EXISTING CONSTRUCTION ( — ) , ( N ) REFERS TO NEW ( )
JOB #0902 - 10
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CONTRACTOR NOTES / � — � ° " �. � a �i � `\ \` �
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�, COPYRIGHT RESERVATION / / / � . � �\ � 1 � � , , •o.. „ ,� �� , w i
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CONSTRUCTION DOCUMENTS NOTE THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE � � / � r �� � � , �`�>,. �
THESE CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL SHEETS HAVE qRCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE \ '• ' , . ::� � � ���`'�°`" " �
BEEN PREPARED IN RESPONSE TO THE SPECIFIC BASIC SERVICES RE�UESTED � , %` c- �i'�` —
8Y THE OWNER CONTEMPLATING CONTINUED INVOLVEMENT, SELECTIONS AND FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE � / � � ' ' \ \��� '<,,:;,. � '� '�3'�;;:`. .` . �
" DECISIONMAKINGBYTHEGENERALCONTRACTORANDOWNERTHROUGH PROVIDED IN WRITING, THE ARCHITECT SHALL BE DEEMED THE SOLE AND � � �� � � �� ; •��;, � '�,' ;,, . �
COMPLETION OF CONSTRUCTION IXCLUSIVE AUTHOR OF THESE DOCUMENTS AND SHALL REfAIN, WITHOUT � � ,� ' ` W
LIMITATION, ALL RIGHTS, INCLUDING THE COPYRIGHT HEREOF. NO PERSON, / ' 'i'�:.; � . �` �:: ��
THESE DOCUMENTS INDICATE THE SCOPE OF ARCHITECTURAL DESIGN � � ':�. �� � 0--
CONCEPTS APPROVED BY THE OWNER AND INCLUDE DIMENSIONS OF THE WHETHER HAVING COME RIGFfTLY INTO POSSESSION HEREOF OR OTHERWISE, � / / � I `�� � `9' ;:;,, ";_� �
BUILDING, THE TYPES OF STRUCTURAL SYSTEMS AND AN OUTLINE OF THE SHALL EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR / � � ' � " �' ���tzj ��� � ��
ARCHITECTURALANDSTRUCTURAI. ENGINEERINGELEMENT50F ApDiTIONS TO THIS PROJECT NOR FOR THE COMPLEfION OF THIS PROJECT BY / � � � ;�*��� " � �� � � �'�=�'��
CONSTRUCTION / _ • "' " ': " ' � � °
OTHERS UNLESS WRH THE PRIOR EXPRESS WRITTEN CONSENT OF THE ' 'a_ � '���"�� ,
� ' '=t;: . • ' .�a�4 .
THESE CONSTRUCTION DOCUMENTS PROVIDE THE SCOPE OF SERVICES AS ARCHITECT AND UPON APPROPRIATE COMPENSATION TO THE ARCHITECT IN AN / � � � ^ �� � ���;�,
OUTLINEDINTHEAGREEMENTFORARCHITECTURALSERVICESANDTHEREFORE qMOUNT AND KIND SATISFACTORY TO THE ARCHITECT THE ARCHITECT / � ��•��
DO NOT NECESSARILY INDICATE OR DESCRIBE ALL MATERIALS REQUIRED FOR p�pRESSLY CLAIMS ALL PROPRIETARY RIGHTS IN THE MATERIAL WHICH �S � \ ��� \� ��"'�
FULL PERFORMANCE AND COMPLETION OF THE WORK / ' ' / / � I , \ �a � � �
ISSUED IN CONFIDENCE FOR DESIGN AND OR CONSTRUCTION PURPOSES OF � � ' �' '•
IT IS THE UNDERSTANDING OF THE ARCHITECT AND ENGINEER THAT THE THIS PROJECT AS NOTED. THESE MATERIALS MAY NOT BE COPIED, MODIFIED, / / � � ,� I �' ; � � ��� � � O
GENERAL CONTRACTOR SHALL FURNISH ALL WORK REQUIRED FOR PROPER NOR EMPLOYED IN ANY WAY WffHOUT THE SPECIFIC PRIOR WRITTEN CONSENT / � I ` �=�• � �
COMPLETION OF THE WORKAND THATTHE WORK SHALL BE OF SOUND AND I
QUALI7Y CONSTRUCTION IN ACCORDANCE WITH INDUSTRY STANDARDS AND ALL AND PERMISSION OF THE ARCHITECT / ' � �
MANUFACTURERS SPECIFICATIONS INSTRUCTIONS, AND WARRANTY
REQUIREMENTS � / ' LOGATION 4126-B GOLUMBINE DRIVE � N
THE CONTRACTOR, BASED ON THE FOREGOING, SHALL PREPARE FOR OWNER ,
REVIEW A REALISTIC BUDGET WITH A LATITUDE OF PRICES BASED ON ' /
ASSUMPTIONS OF SCOPE OF WORKAND OWNER PRODUCT SELECTIONS / ' �
CONTRACTOR'S RESPONSIBILITIES � D RAW I NG I N D EX O ,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING ' • •
CONDITIONS CONSTRUCTION DOCUMENTS, STRUCTURAL DOCUMENTS MUNICIPAL / ' ' a—
AND/OR COUNTY ZONING CODES, PERTINENT IRC 2003 CODE REQUIREMENTS, AND � ARGNItEC7UR,4L DR4WINCxS
GENERAL SPECIFICATIONS / '
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL AND � / AO GOVER
ELECTRICAL ENGINEERING, DESIGN, SPECIFICATIONS AND DRAWINGS AS
RE�UIRED FOR BUILDING PERMIT AND APPROVAL BY OWNER AND ARCHITECT � / I AI SITE PLAN
� I A2 SASEMENT FLOOR PLAN (NEW � EXIST)
GENERAL NOTES. � � ' � A3 MAIN LEVEL �LOOR PLAN (NEW � EXIST)
DRAWINGS ARE NOT INTENTEDED TO BE SCALED DO � / / I A4 UPPER LEVEL FLOOR PLAN (NEW � FXIST)
' � / / ' A5 ROO� P1AN (NFW d EXIST)
NOT SCALE DRAWINGS
2 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON Ab ELEVATIONS NORTH � 50UTH MEW � EXIST)
THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY P AR CE L C
I Al ELEVATIONS EAST � WEST (NEW � EXIST)
MATERIALS NOTIFY ARCHITECT OF ANY CONFLICTS OR
DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY / O 566 AC I ,
/ / ' ' � BUILDING SEGTIONS �
3 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED AG BUILDING SEGTIONS �
WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE ' � /
CONSTRUC710N CONTINUES IN THOSE AREAS — — — — — — ^�
4 pLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE / / P 0 075 AC � � � Z 0 N I NG STATI STI C S �
UNLESS OTHERWISE NOTED SECTION AND ELEVATION I I I ' O
DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR T �
TOP OF WALL PLATES OR TOP OF WALL PLATES OR BEAMS UNLESS � PARCEL N U MB ER 2101 -1221 -5021 �./
OTHERWISE NOTED , / / I I ' I �
LEGAL DESCRIPTION LOT 16, BIGHORN SUBDIVISION
5 pROVIDEALLNECESSARYBLOCKINGINSTUDWALLSANDCEILINGS LOT 15 , / I I ' � ADDRESS 4126-B COLUMBINE DRIVE , VAIL� CO
LOCATIONSINCLUDEBUTARENOTLIMITEDTOCEILINGAND CLASS OF WORK RENOVATION / ADDITION
WALL-MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES
CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS, HANDRAILS, / �� G ^
ANDTIMBERBEAMS / / I � — — — — � �' ' ^ ZONING PRIMARY / SECONDARY RESIDENTIAL
6.39 ' PARCEL B tioy�$-� I LOT AREA = 686 ACRES = 29,882 S F
6 OENOTES DOORS REFER TO FLOOR PLANS FOR DOOR O 045 AC
� LOCATIONS DOORHARDWARETOBESELECTEDBYOWNER I / / POSTED ADDRESS 4126 � ' � SITE COVERAGE
� / I i � I `�,, ^ MAXIMUM (20%) OF LOT AREA = 5,976 4 S F
/ HOUSE B EXISTING = 1 ,534 S F
� O DENOTES WINDOWS REFER TO ELEVATIONS FOR i � � � HOUSE B PROPOSED = 0 S F �
WINDOW LOCATIONS, MUNTINS, AND SWING REFER TO / / I I � � �
WINDOW SCHEDULE FOR WINDOW SIZES AND TYPES �
I
8 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT / / � �� �OP-UP�� R OF I °�
WITHINCEILING FLOORANDWALLSPACES VERIFYWITH ' I �JP� BUILDING HEIGHT Z9�-�° (33�-0° MAX� � O�
ARCHITECT WHEN DIVERTING FROM DRAWINGS , / ' � ONSTRUIi I ION ' � � �'
� p� S T O R I E S 2 S T O R I E S + B A S E M E N T o 0
9 INTHEEVENTTHATADDITIONALDETAILSORGUIDANCEIS NEEDED / I I I ,� ' � PARKING 3 SPACES PER DWELLING � oo N
BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF / / � � I � �� �� ��
THIS PROJECT, HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT � M '
FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE ARCHITECT OF j � �� � � '+"'°
_ RESPONSIBILITY � / I I i I � � LANDSGAPE NOTE • � � °` �
GRFA CALCULATIONS• �
' - / � / _ _ _ _ � ; � � � NO TRE�S OR BU5HE5 �RE BEING ' � �
�` "fr� � 0 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL ' I � I BUILDING PROPOS�D AT TH15 TIME. o ^� � O
GRFA ALLOWED 46 /o LOT AREA < 10 000 S F = 4 600 S F �'
PERMITS AND REQUIRED APPROVALS THIS PROJECT IS � � � OUTLINE I � � � O �
GOVERNED BY THE IRC 2003 CODE COMPLIANCE IS / � � , APPROPRI A�TE GROUND GOVERS 38% LOT AREA < 15 ,000 S F = 1 ,900 S F �� � w ��
MANDATORY THE CONSTRUCTION DOCUMENTS SHALL NOT / / / I � i OVERHA ' AND NATURAL GRASSES SHALL BE 13% LOT AREA (14,882 S F ) = 1 ,934 S F � � �
PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT �
CODES INCLUDING IRC 2003 AND ALL LOCAL AND REGIONAL �+�, / / j I � OVER I NG PLANT�D AT D15TURBED 501 L TOTAL = 8,434 S.F ^ ��� �
AREAS. GRFA CALCULATED AS ADOPTED GRFA REVISIONS � ��" �
� � THE GENERAL CONTRACTORAND SUBCONTRACTORS SHALL FIELD / 1 I I ORDINANCE NO 14, SERIES 2004 }�-�� ' ^+
COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT/ n�- •� / ' 7�-�-i � 3
E N GI N E E R B E FORE ANY CUTTING, NOTCHING OR DRILLING OF ANY [�- �V / AREA DRAIN - AT LOW POINT, Refer to G1 1 - GRFA for calculations and delineation of areas `� ��
CAST-IN-PLACECONCRETE, STEELFRAMING, ORANYOTHER - V ' �,�' DAYLIGHT AT REAR YARD 7� / � _ [� q �'� �� � 3
STRUCTURALELEMENTSWHICHMAYAFFECTTHESTRUCTURAL / / I ?\�ll � ' � � 'rWy � �(,uy�,��� yi3T��G.T - nd 5��y �Q/D C� � O � �
INTEGRITY OF THE BUILDING ���``'`'* � ��
�G/ ,1z� � � I i 1 T O.DEGK . ' � � - �»
:� .��. 1 � �
12 SUBSTITUTIONS OF "EQUAL' PRODUCTS WILL BE ACCEPTABLE �� ��� II �.�(� � � � O U
ONLYWITHOWNER'SWRITTENAPPROVAL UNIQUESPECIFIED O � / I � � FIT1ISFf GRADE UNIT A EXISTING = 3,398 S F � C�
ITEMSAREINTENDEDASQUALITYSPECIFICATIONSONLY /�,� ' / / I II 84I1 .2' UNIT A PROPOSED = 0 S F � O �
� J �
13 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE �/ � 1 � � O � w
CONTR.4CTORANDEACHSUBCONTRACTORPROVIDEALLLABOR, vO / / � � � �� NEW DECK UNIT B EXISTING = 2,335 S F �
MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC , TO (O � j�� �� CONSTRUCTION UNIT B PROPOSED = 0 S F
OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF !.. � 1 11
THE INDUSTRY �� '� / �.�` ��. ;�,\ I i �' f �� HOTE. TH� N�W D�GK ALOKG
� / / �� o ;� � u �� THE EAST 51DE SHALL NOT NOTE NO GRFA IS BEWG ADDED AS A
/ � �� ':�`z iq � f ii EXGEED 5'-0" AT ANY PDINT RESULT OF THIS RENOVATION/ADDITION
/ / � ���.� ��y2 - i �� �ROM DEGKING TO FINISH
� \` ` -
e- . i u
� � '�y��, �'T., _ ; � ;i ' ;;' G�E LIGHTING LEGEND �
� , � / � ; ' ��. _ _ ( � � ;r .�
� DECK 1 ll FIMURE TYPE �� U�
` � � / � 1ST FLOOR D K i I �� � ii �
� i � EL + 84161 �I �� li/
� � � / � DECK i � — — �� � ii / O �' �-1- MOUNT�D LIGHT FIXTURE
� � � / / � i i i � 'ii _ � ��1 GEILING MOUNTED LIGHT �
7 � - � - ------------------� - - - \ �� ;, �
' = FIXTURE
� -- - - -
` — — — — — � ` _ - - �
� � � - ______� __� � � � � NOTE WALL MOUNTED LIGHT FIXTURE SHALL BE A
� � � _ / _ � �� LOT 17 "DARK NIGHT 5KY" GOMPLIANT FIXTURE WITH A 1y1
� / _ _ , I - - - — �- 1 � T�O.IDEGK MAXIMUM BULB WATTAGE OF 40 WATTS. �
� � — � - - - - �i �
/ '� � � � — — — � — �i �INISH 6RADE
/ � � � � � 84112'
� � u
/ � ..' — � _ _ � _ - - - - - - - � - - - - � - - � - - � o_ - - � ' ^�,, � .....-. 08 0 ' 10 ' 20 ' 30 ' . . O
/ / \ - - Y — � T � � ' ' . I 5 11 ....-.° �( �1 � • � O
� ',e^ °` --�^-° � "'Wr� � � Oi � L 11 .,.....� _r" �1 • r �
/ � V
� �`�,� � � � �,,,, o„a,�„� � r.,� _, — „ DAYLIGHT FROM �+ �
/ � �°•�,� *`°`� �°`' -�,.,, ON-GRADE PATIO _ � — � � � i� DRIVEWAY TRENGH DRAIN ,,, �j � ^-^
� \ �� � ��`°°' ��,�K--��� _ ' � j+ 'i DAYLIGHT �ROM AREA 06 • 0 O � �
� � / ��� � 50' STREAM Di?AIN /°�
� SETBACK 6/2/OS EXISTING RETAINING ���M�� � � �1 � 4�
/ °�, WALL TO SE REMOVED �
� ' u .,�-.-„ ~°"'' h Q �1 � . �
/ �� ` TBO. WALL = 8410� � ENG�H `""�6,"�.- °....�- -�°'" �,s^` � �i �I�/ O �
� / �\ a' � �
/ � �y APPRX LOCATION I � „� � � G,�
; . , .:>:� / � � �r 100 YEAR FLOOD PLAIN INTERPOLATED _ � �
FROM F E M A FLOOD INSURANCE STUDY ° � bA �
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