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` � � � � �'' � \ ��� � \ \ \ \ 2) BASIS OF EL�IATIONS : CONTROL POINT #75 (SEE DRAWING) , ELEVATION = 8255 . 2 ' ( NAVD 88) U �
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� � � ,�� � 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY � J � �
/ � � �.�. � � .,� �31,�.� � DEFECT IN THIS SURVEY WITHIN THREE YEARS A�fER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, � � �r, � CO
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l � � � � � � �� � 4) 100 YEAR FLOOD PLAIN INDICATED IS FROM THE FLOOD INSURANCE RA7E MAP ESTABLISHED BY FEMA, � °= `t �-
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° I . TNESE DRAWIf�K� ARE FOR TWl7 NEW LJGI-I11V NG STRUCTIJRES, OI�E AT HOLF #3 AND Of�E AT I-IOLE # 12 �' ;.' `' `
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, GENERAL NOTES
DOUGLAS MILLER DECHANT ARCHITECTS
1 . LIVE LOADS USED IN DESIGN : 2 " THICK - 4 " TO 6 " WIDE ( WALL STUD ONLY) STUD Fb = 700 P5I S H E P H E R D R E S O U R C E S I N C / A I A
5 " THICK - 5 " AND WIDER ( ALL TIMBER MEMBERS ) NO . 1 Fb = 1350 PSI
c A . ROOF ( SLOPE > 4 : 12 ) 80 PSF NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR POST OFFICE B O X 1624
TO ALLOWABLE STRE55 INCREASES .
B . FLOOR 100 PSF
WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND
AVON COLORADO 81620
' C . IMPORTANCE FACTORS . NAILING SHALL BE ADEQUATELY GALVANIZED ( DOUBLEDIPPED OR BETTER ) . T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 I 2 I
CATEGORY 2
SEISMIC FACTOR IE 1 C . TREATED SILL PLATE LUMBER MAY BE HEM - FIR , STRUCTURAL #1 GRADE .
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D . FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE
D . WIND TABLE 2304 - 9 . 1 UNLE55 NOTED OTHERWISE .
3 SECOND GUST 90 MPH
FASTEST MILE 85 MPH E . PLYWOOD DECK AND/OR ORIENTED STRAND BOARD .
EXPOSURE B 1 . PANEL THICKNE55 SHALL BE AS SHOWN ON THE DRAWING . APPLICATION SHALL
BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD
E . LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE . ASSOCIATION .
2 . EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE
F . CODE USED IN DESIGN : INTERNATIONAL BUILDING CODE , 2009 EDITION . AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF
U . S . PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYWOOD . ALL PANELS
2 . TESTING , INSPECTIONS AND OBSERVATIONS : WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE
WEATHER SHALL BE OF THE EXTERIOR TYPE .
A . THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION . 3 . FOR ROOF USE 5 / 8 " ( 40/ 20 SPAN RATING ) �XPOSURE 1 SHEATHING NAILED WITH
STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE 8d NAILS AT 6 " ON CENTER ALONG PANEL EDGES AND 12 " ON CENTER AT
CONSTRUCTION ; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INTERMEDIATE SUPPORTS . ALL PANEL EDGES SHALL BE BLOCKED .
INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS " SPECIAL 3 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , TONGUE AND
INSPECTIONS " AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS .
BUILDING CODE , 2009 EDITION .
F . WOOD DECK
B . THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS �
SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL . WOOD DECKING SHALL BE 2x T&G DOUGLAS - FIR LARCH ( E = 1 , 700 , 000 PSI , Fb= 1450 P5I ) .
1 . SOIL PREPARATION PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT
a . EARTHWORK EXCAVATION , PLACEMENT AND �OMPACTION OF FILL AND IN - PLACE PLANKS SPLI �ED AT ALTERNATE SUPPORT MEMBERS . EACH DECK PLANK SHALL BE
DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED SLANT - NAILED TO THE TONGUE OF THE AD ] OINING COURSE WITH 8d NAILS AT 24 " ON
REPORT . CENTER WITH ALTERNATE PLANK NAILING OFFSET 12 " . NAIL EACH PLANK TO EACH
2 . CONCRETE CONSTRUCTION SUPPORT WITH ( 2 ) - 16d NAILS - 1 STRAIGHT , 1 SLANTED . WOOD DECKING SHALL BE GLUED
a . PERIODIC INSPECTION OF REINFORCING STEEL . IN THE GROOVE JOINT WITH 40% GLUE COVERAGE .
b . PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX .
c . CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO 8 . NON - STRUCTURAL ELEMENTS
FABRICATE SPECIMENS FOR STRENGTH TESTS , PERFORM SLUMP AND AIR
CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE . A . ELEMENTS ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO
d . CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS .
APPLICATION TECHNIQUES .
e . PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE B . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET
AND TECHNIQUES . ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE DATE ISSUE
ARCHITECTURAL DRAWINGS . STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED 062810 CONCEPTUAL DRB
3 . FOUNDATIONS UNRESTRAINED UNLESS NOTED OTHERWISE .
. MAXIMUM SOIL DESIGN PRESSURE 2000 PSF 9 . GENERAL
OS 06 10 FINAL DRB
0901 10 ISSUE FOR BID
B . CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT N0 . 110 164 A A . ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS . ' 100410 REVISION # I / PERMIT
BY HEPWORTH - PAWLAK GEOTECHNICAL , INC . DATED JULY 29 , 2010 .
C . ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED . EXACT BEARING g • wATERPROOFING , VAPOR BARRIERS , ETC . , SHALL BE AS SHOWN ON THE
ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS .
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS C . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND
SHALL BE A MINIMUM OF 48 " BELOW EXTERIOR GRADE . ARCHITECTURAL DRAWINGS .
D . ALL FOOTINGS ARE TO BE PLACED ON FIRM , UNDISTURBED , NATURAL SOIL OR
PROPERLY COMPACTED BACKFILL , APPROVED BY THE SOILS ENGINEER . BACKFILL
SHALL BE COMPACTED TO 95% ( MINIMUM ) MODIFIED PROCTOR DENSITY PER ASTM
D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT . IF SOFT SPOTS ARE
ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL ( RE : SOIL
REPORT FOR DESCRIPTION OF BEARING SOIL ) .
E . CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12
INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT . REFER
TO SOILS REPORT FOR BACKFILL MATERIAL .
. REVISION # I �
. CENTER ALL FOOTINGS UNDER WALLS UNLE55 NOTED OTHERWISE ON PLANS .
G . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON COMPACTED
FILL UNDER FOOTINGS .
. H . NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY
BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE .
. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS . �
SEPTEMBER 27, 2010
• 4 . SLAB ON GRADE
A . THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT
ACCORDANCE WITH THE PR07ECT SOILS REPORT REFERENCED ABOVE . THE
CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION ��� .R��`
REQUIREMENTS TO THE GEOTECHNICAL ENGINEER . ����� �� ��•. ^
�: ��
B . MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED ' � � k "
TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE . ISOLATION : _
DETAILS FOR PIPING AND OTHER ITEMS MAY BE REQUIRED . REFER TO THE '
APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE � :
f �� � /� • � + �
DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER 1 � �� '.f.'••• ��� ��
tis,r`;..��, :�.�.
ORTIONS OF THE SUPERSTRUCTURE . � _ 1��� �
5 . CONCRETE
y
A . ALL CAST - IN - PLACE CONCRETE SHALL BE MADE WITH TYPE 2 / II PORTLAND CEMENT ,
STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS :
CONCRETE ITEM F ' C MIX TYPE MAX W/ C RATIO % AIR REQ .
INGS 3000 psi STD - - - _ _ _
PROJECT: 826 I
EXTERIOR CONCRETE ( ++ )
SLAB ON GRADE 4500 psi STD 0 . 45 6% - g/
++ MAXIMUM SLUMP SHALL NOT EXCEED 4 " .
VAIL GOLF COURSE
C . CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE . JOINTS � � S H E LT E R
SHALL BE SPACED 1 . 0 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/ 16 " �
WIDE WITHIN 12 HOURS AFTER POURING . CARRY ALL SLAB REINFORCEMENT THROUGH
JOINT .
D . SLABS AND FOOTINGS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE . ANY STOP IN
CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL
BULKHEADS AND HORIZONTAL SHEAR KEYS UNLE55 OTHERWISE SHOWN . ALL
CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER .
E . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE VAIL, C O LO RA D O
WITH ACI BUILDING CODE 318 LATEST EDITION , UNLE55 NOTED OTHERWISE . USE
STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE . ALL EXPOSED EDGES OF
CONCRETE WORK SHALL HAVE 3 /4 INCH CHAMFER .
6 . REINFORCEMENT
A . ALL REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO ASTM
A615 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS WHICH SHALL BE
DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 OR ASTM A706 GRADE 60 . G E N E RA L N OT E S
B . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE
LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER .
�
MC . REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE :
�
1 . CONCRETE POURED AGAINST EARTH g ��
`� 2 . CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH ) 2 "
�
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� D . REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH
�? SECTIONS 7 . 5 , 7 . 6 AND 7 . 7 OF ACI 318 , LATEST EDITION . I
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m E . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR
a AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES , WHERE PERMITTED , SHALL
N BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED
� OTHERWISE . MAKE ALL BARS CONTINUOUS AROUND CORNERS .
0
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v F . PLACE TWO #4 ( PER 6 " THICKNE55 ) WITH 2 ' - 0 " PROJECTION AROUND ALL OPENINGS IN
� � CONCRETE SLABS .
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rn A . ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR , LARCH , GRADED BY
'' WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL
j BUILDING CODE AS FOLLOWS :
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I ALL B�P.M ELEVATIONS AND SLOPES SFi?.LL BE ?.S SHOWN IN THE
P�RGHITEGTURAL DR?�WINC�S
Z . P�LL PURL I N5 SHP�LL BE GONNEGTED TO Ff I P BEAMS W I TH ON I /2 " � X I 2 "
- LAG-BOLT INTO EAGH HIP BE,4M
WOOD B�NGH p
RE . /�RGH. - - 3 2X TdE� C-�ROOVE DEGKING SHP.LL BE N.41LED PER THE STRUGTURAL
�p d� 6 �� C�ENER4L NOTES
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- - 3/4 " X 8 " X 8 " STEEL KNIFE PLATE
r - � r - - - � - r - - - , WITH �3�- I " � TI-IRU-
i � i � i S'TEEL EMBED PLA"fE i � � BOLTS DO NOT
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'_'-- �= i='- � -!_ � � ° ' ° � ��� VAIL GOLF COURSE
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NOTES W/�Y, TYP .�L
I P.LL BOLTS SHALL BE ,43Z5 � \
2 DO NOT OVER-DRILL HOLES. � � � p, \ �
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3. DO NOT O�/ER-TIE�HTEN BOLTS.
4. TFiRU-BOLTS SHP�LL NOT BE GOUNTERSUNK
?.T 8X8 GOLUMN B,45E GONNEGTIONS
� � � � � � � � VAIL, co �o �, � o
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Q � OUND � TION NOT � S :
N
N i BOTTOM OF FOOTINC� SHALL BE A MINIMUM OF 48 " BELOW ADJAGENT GRADE
�
� 2 . C�Rf�DIN� P.ROUND SLP�B ON GR,4DE SHALL BE PER P.RGHITEGTURP.L PLANS.
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