HomeMy WebLinkAboutPlans BLGD A,B,CN 10.00, 00 W
1 .92'
50
MINI STORAGE IMPROVEMENTS PROJECT
A PARCEL OF LAND SITUATED IN SECTION 27, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M.,
COUNTY OF GARFIELD, STATE OF COLORADO
BUILDING PERMIT
N 07°00'00" W
N 13'(30
I P E" D IZ k- [Z I v G iZ—
GENERAL CONSTRUCTION NOTES:
N 02°15'00" W
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1.
THE EXISTING CONTOUR INTERVAL IS ONE (1) FOOT(DASHED)
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2.
ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES.
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3.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS OUTSIDE THE DESIGNATED IMPROVEMENT
AREA FROM DAMAGE. ANY DAMAGE TO EXISTING AREAS OUTSIDE THE DESIGNATED IMPROVEMENT AREA DURING CONSTRUCTION SHALL,
AT A MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE CONSTRUCTION STATE.
4.
THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE,
GRAPHIC SCALE
AND FEDERAL REGULATIONS. IDENTIFYING THE NEED FOR A PERMIT, PREPARING THE APPLICATION, AND PAYING THE SUBMITTAL AND
REVIEW FEES NECESSARY TO SECURE PERMITS WILL BE THE TOTAL RESPONSIBILITY OF THE GENERAL CONTRACTOR. A COPY OF ALL
D 25 50 100 200
PERMITS MUST BE POSTED AND WEATHER PROOFED ON SITE AT ALL TIMES.
5.
THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL GOVERNMENT, COUNTY, STATE, AND FEDERAL SAFETY
( IN FEET)
AND HEALTH REGULATIONS. IN PARTICULAR. THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT
1 inch = 50 ft.
O.S.HA. REGULATORY REQUIREMENTS.
FINAL GRADING & DRAINAGE NOTES:
1. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE LIMITS OF DISTURBANCE, THE
CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED.
2. ALL SPOT ELEVATIONS AND GRADING CONCEPTS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION_ ANY DEVIATIONS SHALL BE
COORDINATED WITH THE ENGINEER OF RECORD.
3. ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO.
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COVER & GENERAL NOTES SHEET
EXISTING CONDITIONS
SITE PLAN
GRADING & DRAINAGE PLAN
EROSION CONTROL PLAN
APPROVED
SUBJECT TO NOTED
E};CEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUiLDI J DEPAFj,I �4ENT
DATE 10 6 I L- BY 1Jy
FIELD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
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EROSION CONTROL NOTES:
1, CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL TEMPORARY EROSION CONTROL MEASURES.
2. DUST CAUSED BY EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE CONTRACTOR
AT HIS EXPENSE. THE ENGINEER OR CITY MAY REQUIRE THE CONTRACTOR AT ANY TIME TO DISCONTINUE CONSTRUCTION ACTIVITIES UNTIL
DUST CONDITIONS ARE REDUCED TO THE CITY S SATISFACTION.
3. THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A DUST PALLIATIVE ON THE SITE AS DIRECTED BY THE COUNTY. DUST
PALLIATIVE MAY CONSIST OF WATER OR A NON-POLLUTING SOLUTION. SPREADING OF WATER OR WATER MIXTURE SHALL BE DONE WITH
ACCEPTABLE SPRINKLING EQUIPMENT.
4. STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SHALL NOT CAUSE. HAVE THE REASONABLE POTENTIAL TO CAUSE, OR
MEASURABLY CONTRIBUTE TO AN EXCEEDANCE OF ANY WATER QUALITY STANDARD.
5. THE EROSION CONTROL PLAN SHALL BE CONTINUOUSLY UPDATED TO REFLECT NEW OR REVISED BEST MANAGEMENT PRACTICES (BMP'S)
DUE TO CHANGES IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE CONSTRUCTION SITE. UPDATES MUST BE MADE
WITHIN 72 HOURS FOLLOWING THE CHANGE IN BMP'S.
g. THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE (INCLUDING ALL BMP'S, STORAGE CONTAINERS, AND CONSTRUCTION
EQUIPMENT) A MINIMUM OF EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OR SNOW MELT THAT MAY
CAUSE SURFACE EROSION.
7. THE CONTRACTOR SHALL KEEP A RECORD OF ALL INSPECTIONS ON SITE AND AVAILABLE FOR REVIEW BY CITY STAFF. WSPECTION REPORTS
MUST IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE PERMIT.
8. STRAW BALES SHALL NOT BE USED FOR PRIMARY EROSION OR SEDIMENT CONTROL (I.E. STRAW BALES MAY BE USED FOR REINFORCEMENT
BEHIND ANOTHER BMP SUCH AS SILT FENCE).
9. BMP'S INTENDED FOR SHEET FLOW SEDIMENT RUNOFF SHALL BE PLACED PARALLEL TO THE SLOPE.
10. ALL BMRS SHALL BE CLEANED WHEN SEDIMENT LEVELS ACCUMULATE TO HALF THE DESIGN OF THE BMP UNLESS OTHERWISE SPECIFIED.
11. A VEHICLE TRACKING PAD (VTP) SHALL BE PLACED AT ALL EXITS FROM THE SITE TO PREVENT TRACK -OUT ONTO CITY STREETS. IF
TRACK -OUT DOES OCCUR, THE CONTRACTOR SHALL IMMEDIATELY SWEEP THE STREET OF DEBRIS
12. STOCKPILES OF SOIL OR OTHER ERODABLE MATERIALS MUST BE MANAGED SO THAT STORMWATER DOES NOT COME IN CONTACT WITH THE
PILE AND POTENTIALLY WASH POLLUTANTS OFFSITE. AT A MINIMUM STOCKPILES SHALL BE ROUTINELY WETTED ANDIOR BLANKETED AS
WELL AS INCLUDE AN EROSION SOCK PERIMETER BARRIER TO PREVENT WIND EROSION .AND SEDIMENT TRANSPORT OFFSI! [ , STOCKPILES
,
THAT ARE INACTIVE FOR MORE THAN 7 DAYS WILL REQUIRE SOIL BINDER OR HAVE MUCLHIMULCH TACKIFIER APPLIED.
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DATE:
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SUMP= 5890.18'
CONTRACTOR TO GRADE �.
DRAINAGE SWALE TO DRYWELL RIM
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ROOF DOWNSPOUT CONNECTION -�
TO DRYWELL TYPICAL
REFER TO ARCH. PLAN SET FOR
LOCATION OF DOWNSPOUTS
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GRAPHIC SCALE
30
IN FEET)
1 inch = 30 ft.
SPOT ELEVATION LEGEND
BOW = BOTTOM OF WALL
EOA = EDGE OF ASPHALT
EX = EXISTING GRADE
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE
FL = FLOW LINE
HP= HIGH POINT
LP = LOW POINT
MATCH EX = MATCH EXISTING
RIM = RIM ELEVATION
TBC = TOP BACK OF CURB
TOC = TOP OF CONCRETE
DRAINAGE DIRECTIOWSLOPE 2'
)O(X:)XX.XX'
SPOT ELEVATION
TOC:7900.00'
EXAMPLE: TOP OF CONCRETE @ 79W,00' =
+FF£:S899.00'
120
= FFE5898.00'
a FFE:5898.50'
FFE:5898.50'
FFE:5899.00'
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-FFE:5898.00'
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EXISTING LEGEND
EXISTING CONTOUR
EXISTING CONTOUR INTERVAL
EXISTING PAVEMENT
PROPOSED LEGEND
-"- PROPOSED CONTOUR
7900 PROPOSED CONTOUR INTERVAL
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- __ PROPOSED RECYCLED ASPHALT PAVEMENT
PROPOSED CONCRETE
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INV OUT= 5891.83'
SUMP= 5889.00'
4'0 DRYWELL
RIM= 5895.94'
INV IN=5891.83'
INV OUT= S891.83'
SUMP= 5889.00'
GRADING IN THIS AREA COMPLETED PRE GARFIELD COUNTY GRADING PERMIT
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INV IN=5891.83'-
INV OUT= 5891.10 /
SUMP= 5889.00'. --/
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Rnw--An') nn �� �� ,�-�� DRAINAGE NOTE:
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18" MIN. OR'/, THE WIDTH
OF THE BOTTOM COURSE,
WHICHEVER IS GREATER.
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METHOD A PLACEMENT
STATE STANDARD 112 TON
CLASS
18" MIN. 2'-6" i{
BOULDER WALL
N.T.S.
BACKFILL WITH ON SITE
FREE DRAINING MATERIAL
NATIVE MATERIAL AT 90%
RELATIVE COMPACTION
18" 1MIN.
1
1. CONTRACTOR TO CONNECT ROOF DOWNSPOUT TO 4" PVC PIPE AND CONNECT 4"
PIPE TO 8" DRAIN PIPE.
CONE SECTION
STANDARD RISER ,
SECTION(S)
FILTER FABRIC INSTALLED OVER
CLEAN SCREENED ROCK IF NATIVE
BACKFILL CONTAINS FINES.
I SOLID LID I
12" I•-- H 24" ---�-I
- f�- 24"
4'-W
4.5' I
18"
5"
GRADE RINGS OF
EQUAL HEIGHT
NATIVEBACXFILL
FILTER FABRIC INSTALLED
OVER 6" OVERFLOW
p
FILTER FABRIC
PERFORATED 6" PVC STANDPIPE FOR OVER
3' FLOW, EXTEND 3 FT, MIN. INTO EXISTING
GRAVELS
t
CONCRETE DRYWELL
NOTE:
1. PRECAST MANHOLE SECTIONS TO MEET ASTM C-478
2. BACKFILL EXCAVATION AROUND STRUCTURE WITH COMPACTED
1-1/2" CRUSHED STONE, TO TOP OF PERFORATED SECTIONS.
3. OVERALL DEPTH, MINIMUM OF 7'.
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Cal I before you dig.
CALL 2-BUSINESS DAYS IN ADVANCE DATE: 09-01-2D16
BEFORE YOU DIG, (MADE, OR EXCAVATE
FOR THE MARKING UNDERGROUND
BER UPES MEMBER nJOB NO. 15219.01
G:\2015\15219\CIVIL\Civil DWGs\DE\15219 DE.dwg SHEET C4
TRACHTE
Terms
Terms
BEW
Blank End Wall
NTS.
Not To Scale
BSW
Blank Sidewall
0. C.
On Center
BLDG.
Building
OPP.
Opposite
CNR
Corner
PART
Partition
COL
Column
PT
Partition
CTR.
Center
PSF
Pounds Per Sq. Foot
DIA.
Diameter
PTD.
Painted
DBL.
Double
QTY.
Quantity
EPDM
Ethylene -Propylene- Diane —Monomer
REQ'D.
Required
EW
End Wall
R.O.
Rough Opening
EXT
Exterior
S.D.
Self Drilling
F.O.
Finished Opening
STIR.
Starter
F.M.
Field Modify
TYP.
Typical
GA.
Gauge
WWF
Welded Wire Fabric
GALV.
Galvanized
'7ALVM.
Galvalume
I.D.
Inside Diameter
INT
Interior
MISC.
Miscellaneous
MPH
Miles Per Hour
NOM.
Nominal
10DIGIT PART NUMBER
50005000
00
COMPONENT
NUMBER
I COLOR
5
colors
NI
4"
ASGY
Ash Gray
BWHT
Bright White
CDRD
Cedar Red
CLBG
Classic Beige
CRMB
Cream Beige
CONB
Contl. Brown
DTAN
Desert Tan
EVGN
Evergreen
GARN
Garnet
IWHT
Iced White
ORAN
Sunset Orange
PLBL
Polar Blue
ROYB
Royal Blue
SGRY
Slate Gray
Part Numbering
GAGE 2—DIGIT CODE
IDENTIFIES MATERIAL COLOR OR GAGE
STRUCTURAL PARTS USE GAGE CODE
NON—STRUCTURAL PARTS USE COLOR CODE
- 4—DIGIT RANDOM NUMBER
RANGE FROM 0000 TO 9999
MOST COMPONENTS WILL FOLLOW A LOGICAL SEQUENCE
BASED ON HOW OR WHERE THEY ARE USED ON A BUILDING
4—DIGIT COMPONENT CODE
THIS IDENTIFIES A CLASS OF PARTS
SUCH AS COLUMNS, HEADERS, BASE PLATES ETC.
Imaginary
9-DIGIT NUMBER
Decimal
3737
Paint
_
5—DIGIT LENGTH
Com
ENTIFINISHI
LENGTH
FIRST 3—DIGITS = INCHES
11
LAST 2—DIGITS ARE DECIMAL (FRACTION)
ALWAYS IMAGINE A DECIMAL
POINT BEFORE LAST 2—DIGITS
2—DIGIT CODE
IDENTIFIES MATERIAL COLOR OR GAGE
STRUCTURAL PARTS USE GAGE CODE
NON—STRUCTURAL PARTS USE COLOR CODE
2—DIGIT PROFILE CODE
THIS IDENTIFIES A STANDARD PROFILE
SUCH AS PANELS, TRIMS, STUDS, ETC.
2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT
2—DIGIT
2—DIGIT
GAGE CODES WALL h TRIM DOOR or TRIM DOOR or TRIM
S.S. Roof
Special
12 = 12—Gaga COLOR CODES COLOR CODES COLOR CODES
COLOR CODES
COLOR CODES
14 = 14—Gaga 60 = Cream Beige 21 = Ash Gray 44 = Conti. Brown
10 = Regal White
11 = Roman Blue
28 = Clay
37 = Sand Stone
16 = 16—Gaga 61 = Slate Gray 26 = Matte Black 45 = Garnet
18 = 18—Gage 62 = Classic Beige 31 = Patriot Red (Door) 46 = Evergreen
12 = Evergreen
38 = VP Charcoal Black
63 = Iced White 40 = Sunset Orange 47 = Cedar Red
13 = Patrician Bronze
39 = VP Patrician Bronze
2—DIGIT 27 = Light Stone 41 = Desert Tan 48 = Shale
14 = Surrey Beige
23 = Re Harbor
49 = Natural Stone
Blue 65 = Uncle Bob's Yellow
42 =Polar Blue
COLOR CODES 63 = Iced White
80 = Galvanized 43 = Royal Blue 64 = Bright White (Door)
24 = Colonial Red
66 = Sliver Metallic
82 = Golvolume 32 = Ume Green (Door)
26 = Matte Black
67 =Birch White
82 = GaFrolums
6—DIGIT PART NUMBERS ARE ALSO USED. THESE FOLLOW NO SPECIFIC STRUCTURE.
THEY ARE COMMONLY USED FOR FASTENERS, SWING DOORS, PEAK BOXES,
AND SOME
OTHER PARTS.
Most of Trachte's standard color codes are shown. Special colors are not shown. Permit
plans may not
show the correct color of your desired building. The final erection set of
drawings may
show the
correct colons ordered. The colors may not always be shown within the
drawing set but
the material
listing will always show the correct color for the part listed.
BUILDING SYSTEMS,
-STORAGE BUILDING
:12" PITCH LEAN-TO
Glossary
Anchor Bolts -- Bolts used to anchor eave/base angles or channels, and base plates to a foundation
or other support.
Angle, Eave/Base -- An angle or channel used at the base or top of a paneled wall section. Channels are
Channel, Eave/Base usually used when the wall section is insulated.
Base Plate -- A plate attached to the bottom of a column or jamb which rests on a foundation or
other support, usually secured by anchor bolts.
Bracing -- Angles or straps used in the plane of the roof and walls to transfer loads, such as
wind, seismic and crane thrusts to the foundation.
Bridging -- Series of bracing used in the roof framing to stiffen purlins.
Clip -- A plate or angle used to fasten two or more members together.
Column -- A main member used in a vertical position on a building to transfer loads from main
roof rafters, or purlins to the foundation.
Eave -- The line along the sidewall formed by the intersection of the planes of the roof and
wall.
Footing -- A pad or mat, usually of concrete, located under a column, wall or other structural
member, that is used to distribute the loads from that member into the supporting
soil.
Girt -- A horizontal structural member that is attached to sidewall or end wall columns and
supports paneling.
Gutter -- A light gauge metal member at an eave, valley or parapet designed to carry water
from the roof to downspouts or drains.
Header -- The horizontal framing member located at the top of a framed opening, (doors).
Jamb -- The vertical framing members located at the sides of an opening (doors).
Purlin -- A horizontal structural member which supports roof covering.
Rafter -- The main beam supporting the roof system.
Rake Angle -- Angle fastened to purlins at rake for attachment of end wall or partition panels.
Structural Line -- Usually chalk lines laid out on the foundation to aid in placing columns and other
structural components of a building floor plan. Accurate placement of these lines is
critical to erecting a building.
Rake Trim -- A trim designed to close the opening between the roof and end wall panels.
Ridge -- The horizontal line formed by opposing sloping sides of a roof running parallel with
the building length.
0
0
Symbols
Materials
0 Revision Indicator
01 Notation Reference
Detail Detail Identification/Reference
Page
Detail Detail Identification
Detail Section Identification/Reference
Page
(END
Part Number Identification
12 Rise/Run Identification
DS
North Arrow
Concrete
Earth
Insulation
Down Spout
Sheep, Index
PAGE � DESCRIPTION
Al
FLOOR PLAN A
A2
FLOOR PLAN B & C
B1
FOUNDATION PLAN & DETAILS
B2
FOUNDATION PLAN & DETAILS
C1
INTERIOR WALL FRAMING DETAILS
C2
END WALL ELEVATIONS
C3
ROOF FRAMING PLAN
E1
SIDE WALL ELEVATION
E2
SIDE WALL ELEVATION
E3
STEP PAGE
F1
INTERIOR PARTITION WALL DETAILS
F2
EXTERIOR PANEL PAGE
G1
STANDING SEAM PAGE
Jl
GUTTER AND DOWNSPOUT PAGE
Code Summary
v
CODE 2015 INTERNATIONAL BUILDING CODE
CONSTRUCTION TYPE P II B
USE GROUP MODERATE HAZARD STORAGE, S-1
MIN. ROOF SNOW LOAD 40 psf
OO SNO EXP URE CAT GORY C
SNOW IMPORTANCE FACTOR 0.8
WIND VELOCITY (V ULT) 105mph
WIND VELOCITY (V ASD) 81 mph
WIND EXPOSURE CATEGORY C
SEISMIC USE GROUP I
SPECTRAL RESPONSE ACCELERATION (SS)
0.333
SPECTRAL RESPONSE ACCELERATION (Si)
0.083
SPECTRAL RESPONSE ACCELERATION (SDS)
0.340
SPECTRAL RESPONSE ACCELERATION (SD1)
0.133
SITE CLASS D
SEISMIC DESIGN CATEGORY C
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Structural Fasteners
Trachte structural bolts are SAE J429—Grade-2 or ASTM A307A unless specifically noted.
These are typically Trachte Part No's 760110 & 764200. All bolt holes shall be aligned to
permit insertion of bolts without undue damage to threads. Bolts shall be placed in all
holes and nuts threaded to complete assembly. Compacting joint to snug —fit condition shall
progress systematically from most rigid part of joint. Snug —tightened condition is tightness
attained with a few impacts of impact wrench or full effort of ironworker using ordinary
spud wrench to bring connected plies into firm contact.
Specification for Structural Joints Using High Strength Bolts, December 31, 2009
Self Drilling Fasteners
Use self —drilling screws in the locations, quantities, and methods shown or noted on these
drawings. Self —Drilling Fasteners should be used in accordance with SAE J78 specifications
for Self —Drilling Screws.
WARNING: When installing Self —Drilling screws, take care to minimize exposed screwpoint
hazard, by locating screws next to panel bends and near recessed corners of angles.
Structural Bracing
All structural bracing is an integral part of the structural system and should be installed
where noted or shown on the Floor Plans & Roof Framing Plans all connections should be
consistent with all details related to installation of bracing components. Removal or
alteration of bracing without prior authorization is prohibited.
Temporary Bracing
Temporary supports or bracing required to erect the building is the responsibility of the
erector to determine, furnish, install and remove.
Permits
It is the responsibility of the Building Owner/ Contractor/ Erector to obtain all appropriate
approvals and necessary permits from City, County, State, or other agencies as required.
Structural Lines
Structural lines are referenced often throughout our drawing details. These relate to the
chalk lines that are to be laid out on the foundation. The lines should always be laid out
taking into consideration the inherent imperfections commonly associated with foundations.
The edge of a foundation is seldom straight enough to use as a base for dimensioning. It
Is recommended to begin your layout at 10'-1" from the sidewall edge (refer to "Locating
The First Line" in the Trachte Erection Manual). All other lines should be placed accurately
from the first line.
By Others
The design, detailing, and materials for items designated as "By Others" are not the
responsibility of Trachte Building Systems, Inc.
NOTICE
THE SPECIFIC PROJECT INFORMATION PROVIDED TO TRACHTE BUILDING SYSTEMS, INC. WAS
USED IN THE DEVELOPMENT OF THE ENGINEERING DRAWINGS, DETAILS, MATERIALS LIST AND
PRICLVC. ANY DISCREPANCIES BETWEEN THIS INFORMATION AND TIM ACTUAL JOB CONDITIONS
WILL AFFECT THE ACCURACY OF THIS WORK TRACHTE IS NOT RESPONSIBLE FOR ANY
ADDITIONAL MATERIALS OR ANY LAYOUT PROBLEMS CAUSED BY INACCURATE SITE INFORMATION.
PLEASE RECHECK THIS INFORMATION CAREFULLY'
REVISION
Dote
p1 - REVISED CODE YEAR ON
MDW
COVER AND REVISED SHEET 81
9/22/16
#2 - ADDED MINIMUM ROOF
MDW
SNOW LOAD
g/28/16
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No. P47868
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QTY
CODE
TYPE
SIZE
ROUGH OPENING (REF.)
MANUF.
DESCRIPTION
COLOR
6
DE
ROLL —UP
8'-8"
x
7'-0"
8'-8"
x
7'-0"
BY
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9'-0"
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x
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8'-8"
x
6'-6"
BY
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9'-0"
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Date
08/09/2016
Drawn by
DFM
Scale
1/8" = 1'-0"
Plan No.
P47868
Order No.
Sheet No.
r000Al
ey
FOUNDATION'
GENERAL FOUNDATION NOTES
I- E G E N D
FOUNDATION SPECIFICATIONS
1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6
PAVING OR
X 6 — W1.4 X W1.4 WELDED WIRE FABRIC.
®
FINISHED GRADE
2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO
YIELD A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI.
FREE DRAINING
HOWEVER, 3,000 PSI IS PREFERRED.
;; ".i.
INORGANIC
GRANULAR FILL
3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615,
GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40
FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL
_
BE KEPT CLEAN AND FREE OF RUST. LAP ALL
III
EARTH
REINFORCING A MINIMUM OF 28" AT SPLICES AND AROUND
CORNERS.
_
4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM
A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM AT
SLAB T CKNESS
ALL SIDE AND END LAPS. NOTE: WELDED WIRE FABRIC IS
USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB.
»
01
THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN
5 5
ALTERNATE.
5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL
WEDGE BOLT
POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6
INCHES,
(INTERIOR)
6. STRUCTURAL ANCHORS SHALL BE POWERS WEDGE
BOLT + SCREW ANCHORS TO BE PROVIDED BY TRACHTE
3/8„ x 2 1 2
BUILDING SYSTEMS. INSTALLATION INSTRUCTIONS ARE
SPECIFIED IN NOTE 01 ON THE ERECTION DETAIL PAGES.
WEDGE BOLT
7. NON—STRUCTURAL ANCHORS SHALL BE EITHER
(EXTERIOR)
POWDER ACTUATED ANCHORS OR TAPCON SCREW
ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY
TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING
3/8" x 2 1 /2'
NON-STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02
ON THE ERECTION DETAIL PAGES. NON-STRUCTURAL
000
ANCHORS SHALL BE INSTALLED PER MANUFACTURERS
SPECIFICATIONS.
8. FREE DRAINING GRANULAR FILL SHALL BE A NON
FROST SUSCEPTIBLE FILL MATERIAL CONSISTING OF
COURSE SAND, CRUSHED ROCK, OR AN APPROVED
EQUIVALENT.
9. FOR INSULATED FOUNDATIONS: INSULATION SHALL BE
2 INCHES OF EXTRUDED POLYSTYRENE ASTM C578 TYPE
VII OR EQUIVALENT. MINIMUM ALLOWABLE BEARING
CAPACITY OF 2,800 Pat.
FOUNDATION DESIGN NOTES:
1. FOUNDATION PUN SHOWN IS DESIGNED FOR A
PRESUMED 1.500 PSF ALLOWABLE BEARING PRESSURE.
2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL
CONDITIONS.
GENERAL FOUNDATION NOTES:
1. NOTCH SHALL BE LEVEL WITH NO PITCH.
2. FOUNDATION MUST BE SQUARE AND LEVEL.
3. PROVIDE CONTROL JOINTS AT 15'-0" ON CENTER
MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE
LOCATED AT LEAST 1 FOOT OFF OF THE TRACHTE
BUILDING SYSTEMS COLUMN GRID SHOWN ON THE
FOUNDATION PLAN.
TRACHTE BUILDING SYSTEMS, INC. IS ONLY
RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION
TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED
ON THE PARAMETERS SPECIFIED IN THE NOTES,
AND THE LOADS IMPOSED BY OUR BUILDING
SYSTEM. IT IS THE OWNERS RESPONSIBILITY TO
NOTIFY TRACHTE'S ENGINEERING DEPARTMENT OF
ANY UNUSUAL SITE CONDITIONS OR OF ANY
MATERIALS NOT SUPPLIED BY TRACHTE, THAT WILL
IMPOSE LOADS ON THE FOUNDATION SYSTEM.
ACTUAL CONSTRUCTION OF THE FOUNDATION,
INCLUDING LABOR AND MATERIALS FOR PLACING OF
REINFORCING STEEL AND CONCRETE IS BY OTHERS
AND THEREFORE, NOT THE RESPONSIBILITY OF
TRACHTE BUILDING SYSTEMS.
6
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10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-O" 10,-0" 10'-0" 10'-0" 10`-0" 10'-0" 10'-0"
20'-1" 40'-O" 40'-0"
III
WEDGEBOLT
#4 REINFORCING BAR
\ CONTINUOUS WELDED WIRE
i " 9" FABRIC VAPOR BARRIER
4" - ------------ - LAB THICKNESS
(SEE LEGEND)
4" FILL
3" CLEAR
-I I I��:� •-... '�..'•.•..• � �'_I � I -I � I -I � I -III -I � I
III -III III III I -I , .III-1 I 1=1
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6"
1'-0"
0 FLOATING SLAB DETAIL,
NOTCHED
WELDED WIRE VAPOR BARRIER
FABRIC
SLAB THICKNESS
-- --- -------------------- --- (SEE LEGEND)
4" FILL
-i I I -III -III -III -I 11=I 11=1 11=1 11=I
2 SLAB,
INTERIOR SECTION
DIMENSION VARIES
'1 2j"MIN.
WEDGEBOLT DIMENSION VARIES
2j"MIN.
FOUNDATION EDGE D
A WEDGE BOLT LOCATION,
CORNER
ME
140'-2"
OPEN -HOLE SOILS REPORT
IS REQUIRED AT FOOTING
INSPECTION 1)50 PSF
#4 REINFORCING BAR
CONTINUOUS
R
WELDED WIRE „
BARRIER VAPOR FABRIC
y C5LEAR
SLAB THICKNESS
(SEE LEGEND) — • �� { STEP HEIGHT
4" FILL : '' :: (SEE FOUNDATION PLAN)
8 PAD_ SLABTHICKNESS
TH CKNESS
III —III " (SEE LEGEND)
3"CLEAR — 4" FILL
I I I -I � I-III-1 I I -I I=1 I I III III -III -I
THE SUPPORTING WALL MUST REST E
ON THE HIGH SIDE OF THE STEP.
8" 8" —
3 FLOATING SLAB DETAIL, STEP
rid D
ine
DIMENSION VARIES
5"MIN.
aEDGEe
DIMENSION
VARIES
j"MIN.
FOUNDATIO
f
B WEDGE BOLT LOCATION,
EXTERIOR
0
ow
WEDGEBOLT
#4 REINFORCING BAR
"
CONTINUOUS
WELDED WIRE
VAPOR BARRIER
9
FABRIC
„
LAB THICKNESS
lO"
------------------
--
—
(SEE LEGEND)
%R
.
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4" FILL
1'-10"
- 3" CLEAR
ICI
-III
III
ICI
1 F.
ICI -III
il,;,llll;,lll__„III��IIII�;
6-
II'
it-ON
4
FLOATING SLAB
DETAIL,
NOTCHED
Id
2,1" ine
REF.
INTERIOR COLUMN 'd
• ine
BASEPLATE
WEDGEBOLT 2" REF.
SEE FLOOR PLAN TO LOCATE
& ORIENTATE BASEPLATE &
INTERIOR COLUMNS
C WEDGE BOLT LOCATION,
INTERIOR BASEPLATE
WEDGEBOLT
FOUNDATION EDGE
i
II I IIII ` . .... .
WEDGE BOLT ANCHOR TO BE ERECTOR
INSTALLED IN LIEU OF CAST -IN -PLACE ANCHOR
BOLTS. MINIMUM EMBEDMENT DEPTH
_ (WEDGE BOLT LENGTH) +
WEDGE BOLT, SECTION,
FOUNDATION EDGE
r7c vlalvly
Dote
#1 - REVISED FOUNDATION
THICKNESS
MDW
9/22/16
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Date
8/9/16
Drawn by
SEW
Scale
1/8 = 1 —0 11
Plan No.
47868
Order No. —
B1) A
r