HomeMy WebLinkAbout5017 No. 5017
GARFIELI) QOUhT Y
BUILDING, SANITATIONatdPLA1iNINGDEPARTMENF
109 Sth Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945 -8212
Job Address 52 Flying Fish Road, Carbondale
Nature of Work Building Permit _
Use of Building Garage /Storage
ow= Wayne Rudd
Contractor Rudd Construction, Inc.
Amount of PLonit $ 400.95 Date January 27. 1994
Permit: 243.00
Plan : 157.95
S. Archuelta
Clerk
p ronr,
GARFIELD COUNTY •
NOV 0 5 1993 - APPLICATION FOR BUILDING PERM' ✓J
] ?EI MIT NUMBER SO/7
Assessor Par cel ( please print or type DATE 5
please / -27 �`f
..TO BE. FILLED..QUL.:BY APPLICANT - -- Pun PLAN /
ADDRESS E ;s' ri4 rd / NOTE: Show easements, property line dimension:
.] SUBDIVISION f .rc `-- 54w.trz jw,4, all other structures, specify north, and street
FILING 11 / L07' 11 Z BLOCK 11 name. For odd shaped lots, or it space is
FA TAX SCHEDULE 1 / too small, provide separa te plot: plan.
LEGAL (SE'C /TLVN /RNG) 1 OE' BUILDINGS NOW ON PARCEL Z
U NAME USE OF BUILDINGS NOW ON PARCEL KO Y' ,C7or�
N
, � U-AI
?3 NAILING ADDRESS iZ F�I%7 F75-,4 Kd
o CITY (? ,z,-1�0,,d -le Co ` PRONE q0
iii NAME 1 ,4. ` '� • 6 Lc E N / u-ee�) C n
a G ADDRESS Po 0, p f 1/4 CITY ✓ 19 /T J ! tP l' ja il'c� 5- r�/i -Z -�,
• u V NAME _ Kr+- r O ca�Sr ✓G //00 X /7lno p /9.775- o o
ADDRESS J]Z & k A v e,
ri CITY .- 7
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u PHONE Q Z7- fl/ J LICENSE 1
CLASS OF WORK
'JEW I/ ALTERATION ADDITION _ •
DEMOLISH _ REPAIR MOVE
^10BILE HONE (make /model)
S.F. OF BUILDING J/ 0,4'7 S.F. OF LOT 7 Acre
11 OF FLOORS J HEIGHT { 0
/! OF FAMILY UNITS 11 OF BEDROOMS
INTENDED USE OF BUILDING fl w rt .)
GARAGE: SINGLE DEL CARPORT': SINGLE
_ _ _ - DBE. FRONT PROPERTY LINE
FIREPLACE
DOCUMENTS ATTACHED _ STREET NAME /ROAD ,NUMBER Fit, F1�/ f o J
WATER SUPPLY CHECK IF CORNER LOT _ V d
DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED
SITE PLAN Ev - A 3e col e,YdrN
BUILDING PLANS
SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this
ON SITE SEWAGE DISPOSAL PERMIT a np1ica ti on and the above is correct and I
OTHER DOCUMENTS (specify) agree to comply with all county ordinances
and state laws regilating building constructic
65 ion nreb 14 ILIA /t^io / 771, no __
w.9n�NOVS2 t o o eef7v = 23, �� r`
SI IRE
FOR OFFICE USE ONLY
VALUATION . 000 __ 3, j74 0 ° FLOOD HAZARD
PERMIT FEE cl//j• ° PLAN CHECK FEE $ 4(5 CERTIFIED BLDG ELEVATION
TOTAL FE'E $ 'OO 9.5 SCROOL IMPACT FEE $ / SPECIAL CONDITIONS ,44')eda67 RS 44/57.6w463
DATE PERMIT ISSUED .0 i ras494 CASE - Per 7Yi,C 0. 0-7d-h +f.4!I4L
ZONING DISTRICT .. 304A6t ,,4 S'f
TYPE OF OCCUPANCY A,9 t- eg?'EO ,gyp a' o>= e e_pit i3/tattei
YP
7'E OP CONSTRUCTION ✓ (701
rt., V' N . _ ADDITIONAL INFORMATION NEEDED .
S.F., OF BUILDING Igoe S.F. OF LOT .
MAX.. HEIGHT/Ireton/ 6=/I gp? ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEY01
SETBACKS FROM PROPERTY LINE: FRONT /4 /00( w OR ENGINEER
REARS- /00 RIGHT' - y0 ` LEFT W< /0o5
0FF STREET PARKING SPACES REQUIRED
d /�— I
.��� isr
APPROVED: � ' i A � , - — /� - 11 b " / 3 APPROVED:
BIIILDIN; 1 E'1', !ENT DATE PLANN.IN; DEPARTMENT DATE;
Ir.
Garfield County
Building & Planning Department
109 Eighth Street, Suite 303
Glenwood Springs, CO 81601
(303) 945 -8212
Plan review based on
the 1988 Uniform Building Code
Project Number: Name: Rudd Earthberm Barn
Address: 52 Flying Fish Road Date: November 18, 1993
Contractor: Rudd Const.
Occupancy: B2 Designer: Wayne Rudd
Type of Const: V -N Engineer: Peightal Guy Eng.
Plans Examiner: Art Hougland
Report created using Plan Analyst software by b w & a. (719) 599 -5622
Portions of the material contained in this program are reproduced from the
Uniform Building Code ( 1988 edition) with permission of International
Conference of Building Officials
# SHEET IDENTIFICATION CORRECTION REQUIRED
1 F1.Plan: Only one exit indicated: Provide 2 exit(s) from this area. --
Table 33 -A & Sec. 3303.(a)
2 F1.Plan: 2nd exit not indicated: The distance between the exits is less
than 1/2 of the diagonal of the area. -- Sec.
3303.(c)
3 F1.Plan: Not indicated Provide a landing on both sides of door. Note: The
step & size requirements. -- Section 3304.(i) & (j)
C UPC iCo Fri fit
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Page o /°r / �`tf
Garfield County
Building & Planning Department
109 Eighth Street, Suite 303
Glenwood Springs, CO 81601
(303) 945 -8212
Plan analysis based on
the 1988 Uniform Building Code
Project Number: Name: Rudd Earthberm Barn
Address: 52 Flying Fish Road Date: November 18, 1993
Contractor: Rudd Const.
Occupancy: 82 Designer: Wayne Rudd
Type of Const: V -N Engineer: Peightal Guy Eng.
Plans Examiner: Art Hougland
NOTE:The code items listed in this report are not intended to be a complete
listing of all possible code requirements in the 1988 UBC. It is a guide to
selected sections of the code.
Report created using Plan Analyst software by b w & a. (719) 599 -5622
Portions of the material contained in this program are reproduced from the
Uniform Building Code ( 1988 edition) with permission of International
Conference of Building Officials
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 100.0 Feet 100.0 Feet
EAST Property line 40.0 Feet 40.0 Feet
SOUTH Property line 100.0 Feet 100.0 Feet
WEST Property line 100.0 Feet 100.0 Feet
Area increased 100.00% for open area on 4 sides.
FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS
1 Warehouse B2 ok 1 16000 0.00 ok
TOTAL FOR FLOOR 1 16000 0.00 ok
B Warehouse B2 ok 1300 16000 0.08 ok
TOTAL FOR FLOOR 1300 16000 0.08 ok
BUILDING TOTAL 1 16000 0.00 ok
Page # 2
Code review for:
Project Id.: Rudd Earthberm Barn
Address: 52 Flying Fish Road
The actual height of this building is 0.0 feet.
The maximum height of the building is 40.0 feet. -- Table 5 -D
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 17 -A & Table 5 -A
NORTH EAST SOUTH WEST
OCC BRG NON -BRG OPNG BRG NON -BRG OPNG BRG NON -BRG OPNG BRG NON -BRG OPNG
WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT
B2 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None
2
•
The exterior walls may be of COMBUSTIBLE material. Sec.2201.
None -- No fire protection requirements for openings.
Prot -- Openings are to be protected with 3/4 hr fire assemblies.
50% of the area of the wall maximum. Sec.2203.(b) & Table 5 -A
Maximum single window size is 84 sq.ft with no dimension
greater than 12 feet. -- Sec. 4306.(h)
NOP -- Openings are not permitted in this wall.
* -- These walls may be required to have a parapet wall 30 inches
above the roofing. The parapet wall is required to have the same
fire rating as the wall. See section 1709. for details and exceptions.
OTHER BUILDING ELEMENTS Table 17 -A
ELEMENT MATERIAL RATING NOTES
Interior Bearing wall Any 0 hr
Interior nonbrg wall Any 0 hr
Structural Frame Any 0 hr
Exterior Struct Frame Any 0 hr See footnote #1
Floor /Ceiling Assembly Any 0 hr
Roof /Ceiling Assembly Any 0 hr
Stairs Any None
FOOTNOTES:
1) Minimum on exterior side also based on exterior brg. wall requirements.
17) The ceiling of the basement is required to be protected with 1hr fire -
resistive construction and doors to basements are required to be of
noncombustible construction or 1 3/4 inch S.C. wood. -- Sec. 1703.
DRAFT STOPS:
If there is combustible construction in the roof /ceiling assembly, draft
stops shall be installed so that the area of concealed space does not
exceed 3000 square feet and so that the horizontal dimension between stops
does not exceed 60 feet. -- Sec. 2516.(f)4.B.(iii)
OCCUPANCY SEPARATIONS
None required
ADDITIONAL SEPARATIONS
FOR B2 OCCUPANCY:
A lhr occupancy separation is required around rooms containing a boiler or
central heating unit greater than 400,000 BTU input. -- Sec. 708,
Page # 3
Code review for:
Project Id.: Rudd Earthberm Barn
Address: 52 Flying Fish Road
EXIT REQUIREMENTS:
FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES
LOAD REQUIRED WIDTH [ft.] HDWR CORRIDOR SWING
1 Warehouse 0 1 0.0 No No N/R
TOTAL 0 1( 1) 0.0( 0.0) No No N/R
B Warehouse 3 1 0.1 No No N/R
TOTAL 3 2( 2) 0.1( 0.1) No No N/R #2
In areas where 2 exits are required, the minimum separation is 1/2 of the
maximum diagonal of the area or floor. -- Sec. 3303.(c)
Door swing is based on Sec. 3304.(b) except as noted.
Occupant load is based on Table 33 -A.
Number of exits is based on Table 33 -A except as noted.
Exit width is based on Sec. 3303.(b).
FOOTNOTES:
2) Basements and floors above the 2nd floor are required to have 2 exits.
- Sec. 3303.(a) See Exceptions
STAIR NOTES:
The maximum rise of a step is 7 inches and the minimum run is 11 inches.
-- Sec. 3306.(c)
The minimum width of a stairway is 36 inches, 44 inches if the occupant load
is greater than 49. -- Sec. 3306.(b) See section 3303.(b) when occupant load
is greater than 183.
Provide handrails on both sides of a stairway 34 to 38 inches above the nosing.
(May be on one side if less than 44 inches wide) -- Sec. 3306.(j)
Provide a guard rail where drop off is greater than 30 inches. Minimum height
= 42 inches, maximum opening size = 6 inches. -- Sec. 1711.
The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(p)
Enclosed usable space under the stairs is required to be protected as required
for lhr fire - resistive construction. -- Sec. 3306.(m)
Provide a landing within 1 inch (1/2 inch at doors used for handicap access)
of the threshold. -- Sec. 3304.(h)
The minimum width is same as door width and the minimum length is 44 inches.
-- Sec. 3304.(i)
The maximum travel distance in this building is 150 feet.
-- Sec. 3303.(d)
ROOFING REQUIREMENTS:
1) The roofing on this building is required to be Class C -- Table 32 -A
Cedar or redwood shake shingles and #1 shingles constructed in
accordance with Section 3204(e), Special- purpose Roofs may be used.
-- Exception #3
2) See section 3204. and ICBO research reports for requirements.
AUTOMATIC SPRINKLER SYSTEMS:
If there are 100 or more sprinklers, the automatic sprinkler system shall be
supervised by an approved central, proprietary, or remote station service
or a local alarm which will give an audible signal at a constantly
attended location. -- Sec. 3803.
Page # 4
Code review for:
Project Id.: Rudd Earthberm Barn
Address: 52 Flying Fish Road
STANDPIPE REQUIREMENTS:
There is no requirement for a standpipe. -- Table 38 -A
A hose is not required. Table 38 -A
FOOTNOTES:
1) The location is to be per Sec. 3805.(c),(d),and /or(e)
WALL AND CEILING FINISH:
1) Wall and ceiling finish materials are required to comply with
Sec. 4204.(a) and Table 42 -B.
2) Carpeting on the ceiling is required to have a Class I flame
spread rating. -- Sec. 4204.(b)
3) Textile wall coverings shall have Class I flame spread rating.
and shall be protected by automatic sprinklers or meet the
die
acceptance criteria of U.B.C. Standard No. 42 -2 -- Sec. 4205.
INSULATION NOTES:
1) All insulation material including facings are required to have a flame -
spread rating of 25 or less and a maximum smoke density of 450 unless
it is in a concealed space and the facing is in contact with a wall or
ceiling. -- Sec. 1713.(c) exc. #2
2) Foam plastic insulations are required to be protected. -- Sec. 1712.
GLAZING REQUIREMENTS:
1) All glazing in hazardous locations is required to be of safety
glazing material. -- Sec. 5406.(d)
ADDITIONAL REQUIREMENTS:
For 82 occupancy
In all areas customarily occupied by humans, provide natural or
artificial light and ventilation. -- Sec. 705.
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ISSUED PEIGHTAL GUY ENGINEERS �ubD �oT C€�_L��- SHEET
:0 N 93 CONSULTING STRUCTURAL ENGINEERS C L.,. }
P.O. BOX 1640 t
CHECKED BASALT, COLORADO 81621
(303) 927 -9510 OF
GENERAL NOTES
RUDD DOME
10 -75 -93
A DESIGN LIVE LOADS
1. SNOW 100 PSF 3. WIND: BASIC WIND SPEED 80 MFH
2. RESIDENTIAL 40 ?SF EXPOSURE
4. SEISMIC ZONE 1
S. DESIGN CODES
1. UNIFORM BUILDING CODE (1988) 3. AISC STEEL CONSTRUCTION MANUAL (8th Edition)
2. ACI DUMPING CODE (ACI 318 -89) 4. AITC TIMBER CONSTRUCTION MANUAL (3rd Edition)
G FOUNDATION
BUILDING FOOTINGS HAVE BEEN DESIGNED USING AN ASSUMED MAXIMUM ALLOWABLE SOIL
BEARING PRESSURE OF 3000 ESE. ?LACED ON UNDISTURBED SQL. SOILS ARE ASSUMED TO
BE UNIFORM AND NON - EXPANSIVE. THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT
THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY ASSUMPTIONS AND TO SU6MIT A
WRITTEN REPORT. NO FOOTINGS SHALL BE POURED UNTIL A VERBAL SUMMARY HAS SEEN GIVEN
TO THE STRUCTURAL ENGINEER 5Y THE SOILS ENGINEER. THE SOILS ENGINEER SHALL ALSO
BE CONSULTED BY THE OWNER IN REGARDS TO POSSIBLE FOUNDATION DRAINAGE
REQUIREMENTS, AND ANY ADDITIONAL CONSTRUCTION REQUIREMENTS AFFECTED BY SOILS.
D CONCRETE
CONCRETE HAS SEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
AMERICAN CONCRETE INSTITUTE BUILDING CODE (ACI 318 -89) ALL CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS MECHANICALLY V!ERATE ALL
CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE
CONTROL JOINTS (KEYED OR SAW CUT) AT MAX. 20 FEET 00. EACH WAY UNLESS SHOWN
OTHERWISE ON PLAN. REINFORCING EARS SHALL BE ASTM1 A615 - GRADE 60. NO SPLICES OF
RENFORCING SHALL BE MADE AND NO WELDING OF REINFORCING- SHALL BE PERMITTED EXCEPT
AS DETAILED OR AUTHORIZED 6Y THE STRUCTURAL ENGINEER. LAP SPLICES. WHERE
PERMITTED. SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL
SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - #5 BARS WITH A MINIMUM OF 2-0"
PROJECTION BEYOND THE SIDES- OF ALL OPENINGS IN WALLS. SEAMS AND SLABS. PROVIDE ALL
ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS.
WELDED WIRE FASRIC SHALL CONFORM T0 ASTM A185. LA? WIRE FABRIC REINFORCEMENT ONE
FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR SEAM AND
COLUMN SEARING PLATES SHALL CONFORM TO ASTM A307 AND SE PLACED WITH SETTING
TEMPLATES.
E. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL SE VERIFIED .AGAINST THE
ARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
F. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT
RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS.
G. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND 50055 WITH THE MECHANICAL
AND ELECTRICAL CONTRACTORS.
H. DO NOT 6ACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS
ARE IN PLACE.
I. CONSTRUCTION MATERIALS SHALL EE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION.
LOAD SHALL NOT EXCEED THE DESIGN L7 /E LOAD PER SQUARE FOOT.
J. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED T0, BRACING, SHORING FOR LOADS DUE .`• "+�
TO CONSTRUCTION EQUIPMENT, ETC. OSSERLATION VISITS TO THE SITE BY THE STRUCTURAL`
ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL i
ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES a'' �'"
SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE
PROGRAMSINCIDENTTHERETO.
93632 SN `: / -1 3
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132-
ISSUED PEIGHTAL GUY ENGINEERS SHEET
10 15-13 CONSULTING STRUCTURAL ENGINEERS uD�TTe- Z
DRAWN
F.O. BOX 1640 -
CHECKED BASALT, COLORADO 81621
(303) 927 -9510 - - OF Z
JOB
S RUDD CONSTRUCTION, INC. SHEET NO. OF
0132 Park Avenue
BASALT, COLORADO 81621 CALCULATED BY DATE
(303) 927-9119 (303) 927 -4027 CHECKED BY DATE
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I-IIA�� WHICH ARISE FROM FAILURE TO FOLLOW THESE • .
I�+"l_.[..� 5 � ��.T1 � PLANS AND THE DESIGN INTENT THEY CONVEY, • -
�, I_Q OR FOR PROBLEMS WHICH ARISE FROM OTHER9'..
`�' ,_. ...__ FAILURE TO.OHTAIN AND/OR FOLLOW GUIDANCE..., :....
• - _ - ._. _..._• - ...._..._ .. _. _.. .. OFPEIGHTALGUY ENGINEERS WITHRE9PECTTO... __... •
_... .__. .......:. _.... _... ..... .... _ -: . _.ANY.ERRORS.OMI9SIONS ,INCONSISTENCIES ', ..::.....".. •
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• ISSUED PEIGHTAL GUY ENGINEERS Bubb rnoT CELLA r-- SHEET .
/0 /4-73 CONSULTING STRUCTURAL ENGINEERS
iA P.O. BOX 1640
CHF_CKF_O BASALT, COLORADO 81621
I (303) 927-9510 OF z
•
GENERAL NOTES
RUDD DOME
1O -15 -93
A DESIGN LIVE LOADS
1. SNOW 100 PSF 3. WIND: BASIC WIND SPEED 80 MPH -
2. RESIDENTIAL 40 PSF EXPOSURE
4. SEISMIC ZONE 1
DESIGN CODES
1 UNIFORM BUILDING CODE (1988) 3. AISC STEEL CONSTRUCTION MANUAL (8th Edition)
2. ACI BUILDING CODE (ACI 318 -89) 4. A[TC TIMBER CONSTRUCTION MANUAL (3rd Edition)
C. FOUNDATION
BUILDING FOOTINGS HAVE BEEN DESIGNED USING AN ASSUMED MAXIMUM ALLOWABLE SOIL
BEARING PRESSURE OF 3000 PSF, PLACED ON UNDISTURBED SOL. SOILS ARE ASSUMED TO
BE UNIFORM AND NON -EXPANSIVE. THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT
THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY ASSUMPTIONS AND TO SUBMIT A
WRITTEN REPORT. NO FOOTINGS SHALL BE POURED UNTIL A VERBAL SUMMARY HAS BEEN GIVEN
TO THE STRUCTURAL ENGINEER BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL ALSO
E CONSULTED BY THE OWNER IN REGARDS TO POSSIBLE FOUNDATION DRAINAGE
REQUIREMENTS. AND ANY ADDITIONAL CONSTRUCTION REQUIREMENTS AFFECTED BY SOILS.
D. CONCRETE
CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
AMERICAN CONCRETE INSTITUTE BUILDING CODE (ACI 318 -89) ALL CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3000 P51 IN 28 DAYS. MECHANICALLY VIBRATE ALL
CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE
CONTROL JOINTS (KEYED OR SAW CUT) AT MAX. 20 FEET 00 EACH WAY UNLESS SHOWN
OTHERWISE ON PLAN. REINFORCING BARS SHALL BE ASTM A615 - GRADE 60. NO SPLICES OF
REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL SE PERMITTED EXCEPT
AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES. WHERE
PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL
SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - #5 BARS WITH A MINIMUM OF 2-0'
PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, SEAMS AND SLABS. PROVIDE ALL
ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT ONE
FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR SEAM AND
COLUMN BEARING PLATES SHALL CONFORM TO ASTM A307 AND BE PLACED WITH SETTING
TEMPLATES.
E. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE
ARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
F. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOE5 NOT
RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS.
G. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL
AND ELECTRICAL CONTRACTORS.
H. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS
ARE IN PLACE.
I. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION.
LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
J. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE. ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE, BUT NOT SE LIMITED TO, BRACING, SHORING FOR LOADS DUE
TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL
ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL
ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS. METHODS. TECHNIQUES.
SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE
PROGRAMS INCIDENT THERETO.
93632 5N
q &c3z
ISSUED PEIGHTAL GUY ENGINEERS SHEET
10 - I5 93 UDA T A
CONSULTING STRUCTURAL ENGINEERS
DRAWN
P.O. BOX 1640 - - .
CHECKED BASALT, COLORADO 81621
(303) 927-9510 - OF 2
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i ISSUE 0 PEIGHTAL GUY ENGINEERS 1 pear ,CELLAr-- SHEET
/0 1
CONSULTING STRUCTURAL ENGINEERS
t• 1
DRAWN
--3A P.O. BOX 1640
•
CHECKED BASALT, COLORADO 81621
(303) 927-9510
OF 2..
..-
GENERAL NOTES
RUDD DOME
10 -15 -93
A DESIGN LIVE (DADS
1 SNOW +Q PSF 3. W1NR BASIC WIND SPEED MPH
2. RESIDENTIAL 40 PSF EXPOSURE
4. SEISMIC ZONE 1
B. DESIGN CODES - -
1 UNIFORM BUILDING CODE (1988) 3. AISC STEEL CONSTRUCTION MANUAL (8th Edition)
• 2. ACI BUILDING CODE (ACI 315-89) 4. AIM T1MSER CONSTRUCTION MANUAL (3rd Edition)
G. FOUNDATION
BUILDING FOOTINGS HAVE BEEN DESIGNED USING AN ASSUMED MAXIMUM ALLOWABLE SOIL
BEARING PRESSURE OF 3000 PSF, PLACED ON UNDISTURBED SOIL. 501LS ARE ASSUMED TO
BE UNIFORM AND NON - EXPANSIVE. TI OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT
TFE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY ASSUMPTIONS AND TO SUBMIT A
WRITTEN REPORT. NO FOOTINGS SHALL BE POURED UNTIL A VERBAL SUMMARY HAS SEEN GIVEN
TO TFE STRUCTURAL ENGINEER BY THE SOILS ENGINEER. 'THE SOILS ENGINEER SHALL ALSO
BE CONSULTED BY THE OWNER IN REGARDS TO POSSIBLE FOUNDATION DRAINAGE
REQUIREMENTS. AND ANY ADDITIONAL CONSTRUCTION REQUIREMENTS AFFECTED BY 5015.
D. CONCRETE
CONCRETE HAS, SEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
AMERICAN CONCRETE INSTITUTE BUILDING CODE (AC1 318-59) ALL CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 25 DAYS. MECHANICALLY VIBRATE ALL
CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE
CONTROL JOINTS (KEYED OR SAW CUT) AT MAX. 20 FEET OC. EACH WAY UNLESS SHOWN
OTHERWISE ON PLAN. REINFORCING BARS SHALL BE ASTM A615 - GRADE 60. NO SPLICES OF
REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT
AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE
PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL
SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - #5 BARS WITH A MINIMUM OF 2' -0'
PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS. BEAMS AND SLABS. PROVIDE ALL
ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT ONE
FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND
COLUMN BEARING PLATES SHALL CONFORM TO ASTM A307 AND BE PLACED WITH SETTING
TEMPLATES.
E. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE
ARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCFITECT.
F. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT
RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS.
G. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL
AND ELECTRICAL CONTRACTORS.
H. DO NOT'BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS
ARE IN PLACE.
L CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION.
LOAD SHALL NOT EXCEED THE DESIGN LWE LOAD PER SQUARE FOOT.
J. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE. BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE
TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE 517E BY THE STRUCTURAL
ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL TI STRUCTURAL
ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS. METHODS, TECHNIQUES.
SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE
PROGRAMS INCIDENT THERETO.
93632 5N
ISSUED PEIGHTAL GUY ENGINEERS SHEET
/0 -15 -93 1 ?-1) [Az. gccfr CE4.4J4ff S 2
CRAWN CONSULTING STRUCTURAL ENGINEERS
P.O. BOX 1640 - • -
CHECKED BASALT, COLORADO 81621
(303) 927 -9510
~ • , 1 ? JOB
RUDD CONSTRUCTION, INC. SHEET NO OF
0132 Park Avenue
BASALT, COLORADO 81621 CALCULATED BY DATE
(303) 927 -9119 (303) 927 -4027 CHECKED BY DATE
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