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ALUM CAP LS 19598
319 WATER COMPANY
r DJND GAAnQ.II COUNTY
SURvtTOII IRASS CN NIIIUH
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(BASIS OF BEARINGS) N 89.44'1 0" E SCCTIONS !3. !1 , ~ • ft.
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NOTES
ALL CONSTRUCTION TO MEET ALL APPLICABLE BUILDING
CODES.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS
ON THE SITE.
ALL FOOTERS TO REST ON UNDISTURBED SOIL, BELOW
FROSTUNE.
VERIFY FOOTER AND FOUNDATION DESIGN WITH ENGINEER
AFTER SOILS TEST, IF REQUIRED BY THE BUILDING DEPT.
PROVIDE PERIMETER FOUNDATION DRAIN IN GRAVEL BED
WITH FILTER FABRIC OVER AND PVC LINER UNDER, SLOPE TO
DAYLIGHT DESIGN BY OTHERS, AS REQUIRED BY SOILS TEST.
FOLLOW ALL RECOMMENDATIONS CONTAINED IN THE SOILS
REPORT.
ALL GRADES TO SLOPE AND DRAIN AWAY FROM THE
BUILDING
ASSUMED 1500 PSF SOIL BEARING CAPACITY WITH NO
HYDRO-COMPACTIVE OR EXPANSIVE SOILS .
TOP OF THE FOUNDATION WALL TO BE MIN. 6" ABOVE
FINISHED GRADE.
VERIFY LOCATION AND HEIGHT OF ALL FOUNDATION
WALLS AND STEPS ON SITE .
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GENERAL STRUCTURAL NOTES
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GENERAL
1 DESIGN IS BI.SED ON Tt1E 2003 EDITION OF THE INTERNATIONAL BUILOlNG CODE
DESIGN LOADS ROOF (SNOW) LIVE LOAD=40 PSF
2 THE CONTRACTOR SHAU BE RESPONSIBLE FOR THE TEMPORARY SHORING AND
BRACING OF ALL SYSTEMS AND PROTECTION OF ALL ADJACENT STRUCTURES
3 THE CONTRACTOR SHALL CO IRM All DlMENSIONS. ELEVATIONS AND 1"0()1\iniTit'li.l<:
ON THE SITE
FOUNDATIONS
1 All CONCRETE SHALL ATIAIN 3.000 PSI COMPRESSIVE STRENGTH WITH N 28
DAYS USE TYPE II CEMENT WITH 4% AIR ENTRAINMENT CONCRETE AGGREGATE
SHALL BE NORMAL WEIGHT (STONE).
ALL SLABS ON GROUND TO BE REINFORCED WITH 6X6, W1 4 XW1 4 WELDED WIRE
FABRIC UNLESS NOTED OTHERWISE.
PROV1DE SLAB CONTROL JOINTS MAXIMUM 15' EACii WAY IN SLABS ON GROUND
PERFORM ALL CAST ~N-PLAC E CONCRETE WORK IN ACCORDANCE WITH
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS • ACI 301-84
UNLESS OTHERWISE NOTED PROVIDE CO D OR HOT WEATHER PROTECTION
ACI 305 AND 306
5 REINFORCING STEEL SHALL CONFORM TO ASTM A615
#5 AND SMALLER -GRADE 40
6 HORIZON REINFORCING STEEL SHAU BE MADE CONTINUOUS BY LAPPING BARS
MINIMUM 32 BAR DIAMETERS AT ALL SLICES AND PROVIDING CORNER DOWELS
FABRICATION AND INSTALLATION OF REINFORCING STEEL SHALL CONFORM TO
ACI315
7 CONTINUOUS TOP AND BOTIOM BI.RS IN WALLS BEAMS AND GRADE BEAMS
SPLICED AS FOLLOWS
TOP BARS AT MIDSPAN
BOTIOM BARS OVER SUPPORTS
8 PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING
AT POSITIONS SHOWN
TIMBER AND WOOD PRODUCTS
1 ALL TIMBER CONSTRUCTION (LIGHT AND HEAVY) SHAU CONFORM TO AITC
....--'t<--'l<c--spECIF ICA TIONS
APPROVED
SUIIICT TO N(Jl'EI)
UCJP'[IONS A IMII'ECfiOliiS
GAllFIELD COUNTY
BtJIU)ING DEPAilTMEN'I'
.._l..\-3-oB' B1,..,;W~~-
nELDCOiWY
!(() JNSPICTION WJ11I()lTI'
'I1IUIE rLANS ON SITE
... of
2 STRUCTURAL FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH AS FOLLOWS
PLATES AND STUDS 112 OR BETIER
JOISTS AND RAFTERS 112 OR BETTER
BEAMS. POSTS AND TIMBERS 111 OR BETTER
3 GLU-LAM FRAMING MEMBERS SHALL BE DOUGLAS FIR/LARCH AS FOLLOWS
1 FOR BEAMS PROV1DE MEMBERS CONFORMING TO AITC SYMBOL 24F V3
OR BETIER ( FB=2 400 PSI FV = 165 PSI. E = 1,700 000 PSI)
4 AlL NAILING AND CONNECTIONS SHALL CONFORM TO THE IBC AND AITC
REFERENCE UBC 'TABLE NO 25-Q NAILING SCHEDULE •
5 BOLTS FOR WOOD MEMBER CONNECTIONS SHAU HAVE M NIMUM 1-112'WASHER
EACH END, UNLESS OTHERWISE NOTED
6 ALL WOOD CONNECTORS ( E G JOIST HANGERS HOLD-DOWN ANCHORS. '""•·""'"""
ANGLES CLIPS ETC ) SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE
COMPANY ALTERNATE CONNECTORS WITH I C B 0 APPROVAL MAY BE USED.
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ADDITION
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NOTES
ALL CONSTRUCTION TO MEET ALL APPLICABLE BUILDING
CODES
CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS
ON SITE.
ALL WINDOWS LISTED TO BE WEATHERSHIELD BRAND, VISION
2000 VINYL WINDOWS OR EQUAL, THERMAL-PANE, WITH
SCREENS
HEATING SYSTEM TO BE ELECTRIC BASEBOARD HEAT OR
EQUAL, DESIGN BY OTHERS. (SEE OWNER)
SEE OWNER FOR MECHANICAL, ELECTRICAL AND PLUMBING
LAYOUT, DESIGN AND REQUIREMENTS.
SEE OWNER FOR ALL SPECIAL EQUIPMENT REQUIREMENTS
AND DESIGN. INSTALL ACCORDING TO THE
MANUFACTURER'S SPECIFICATIONS,
SEE OWNER FOR ALL INTERIOR FINISHES AND HARDWARE .
PROVIDE MIN. (3)-2"X8• NO. 2 D.F . HEADERS WITH W
PLYWOOD BETWEEN OVER ALL EXTERIOR OPENINGS,
UNLESS NOTED OTHERWISE .
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