HomeMy WebLinkAboutPlansIMPROVEMENTS 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
0 52° 17' 11.13"E 115.00' S8-37.23,98"W 35.93•
SS°42'48.87"W 115.00
55° 12' 11.13"E 90.00'
57- 02' 11.13"E 300 00'
ROARING FORK RIVER
SIT 02' 1y13''E 291.Y1 m
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SUBJECT PROPERTY BOUNDARY
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PHASE 3 ROYAL MINI STORAGE
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CIVIL PLAN INDEX
C1.0 COVER SHEET & GENERAL NOTES
C2.0 EXISTING CONDITIONS
C3.0 SITE PLAN
C4.0 GRADING PLAN
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Refer to play; < .
Garfield County
Building Requirements
and comprehensive list of
Plan Review Notations.
APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUILQINjG DEP TMENT
DATEI ( BY_
FIELD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
Page Of
GLENWOOD 23 INGS
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GENERAL CONSTRUCTION NOTES:
1. THE EXISTING CONTOUR INTERVAL IS ONE (1) FOOT (DASHED).
2. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES.
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,
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
PERMITS MUST BE POSTED AND WEATHER PROOFED ON SITEAT ALL TIMES.
5. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TOALL LOCAL GOVERNMENT, COUNTY, STATE, AND FEDERAL SAFETY
AND HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT
O.S.H.A. 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 AND LANDSCAPE ARCHITECT.
3. ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO-
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EROSION CONTROL NOTES:�e'- -'
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 TOTHE CIM SATISFACTION.
3. THE CONTRACTOR WILL BE REQUIRED T QU 0 FURNISH AND APPLY A DUST PALLIATIVEON THE SITE AS DIRECTED BY THE
E 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 BEMADE WITHIN 72HOURS FOLLOWING THE CHANGE INBMPS.
6. 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. INSPECTION 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 BMP'S 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 S'IORMWATER DOES NOT COME IN CONTACT WITH THE PILE AND POTENTIALLY WASH POLLUTANTS
OFFSITE. AT A MINIMUM STOCKPILES SHALL BE ROUTINELY WETTED AND/OR BLANKETED AS WELL AS INCLUDE AN EROSION SOCK PERIMETER BARRIER TO PREVENT WIND EROSION AND
SEDIMENT TRANSPORT OFFSITE. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 7 DAYS WILL REQUIRE SOIL BINDER OR HAVE MUCLHIMULCH TACKIFIER APPLIED.
WILDFIRE
MITIGATION
COMPLY WITH WILDFIRE MITIGATION
& DEFENSIBLE SPACE REQUIREMENTS
AS PER "FIRE -WISE CONSTRUCTION:
SITE DESIGN & BUILDING MATERIALS"
PUBLISHED BY AND AVAILABLE FROM
COLORADO STATE FOREST SERVICE.
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CALL 2-BUSINESS DAYS IN AOVANCE
DATE: 08-25-2020
BEFORE YOU DX;, GRADE OR EXCAVATE
FOR THE UNDERGROUND
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PROPOSED RECYCLED ASPHALT PAVEMENT
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CL6 BASE COURSE CONTINUED FROM STREET.
STRIPALL TOPSOIL AND CLAY, SCARIFY SUBGRADE, CL6 BASE COURSE CONTINUED FROM STREET.
PROPOSED CONCRETE
EXISTING LEGEND
GRAPHIC SCALE RECOMPACL TO 95% MIN. STANDARD PROCTOR.
STRIP ALL TOP SOIL AND CLAY, SCARIFY SUBGRADE,
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RECOMPACT TO 95% MIN. STANDARD PROCTOR.
EXISTING PAVEMENT
Know whaYs below.
CONCRETE DETAIL VALLEY PAN DETAIL
Call before you dig.
{ IN FEET
N.T.S. N.T.S.
CALL 2- SRIE55 DAYS IN ADVANCE
FOR THE MEMBER W UNDERGROUND
BEFORE YOUARKING GRADE. EXCAVATEJOB
DATE:
08-25-2020
1 IDCh = 3D ft.
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1 inch = 30 ft.
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 DIRECTION/SLOPE
2.0%
SPOT ELEVATION
XXx:XX%.XX'
TOC:7900.00'
EXAMPLE: TOP OF CONCRETE @ 7900.00'
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CONTRACTORTO BEGIN
WALL AT END OF
EXISTING WALL AND
MATCH IN KIND.
FFE:589350'
SCL
5892,77'
FFE:5893.00'
FFE:589350'
TOW:5899.54'
EXISTING LEGEND
EXISTING CONTOUR
— --7900 -- ---- EXISTING CONTOUR INTERVAL
EXISTING PAVEMENT
PROPOSED LEGEND
FFE5893.00'
TOW:5899.56'
CONE SECTION
STANDARD RISER
SECTION(S)
FILTER FABRICINSTALLED OVER
CLEAN SCREENED ROCK IF NATIVE
BACKFILL CONTAINS FINES.
PROPOSED CONTO UR
7900 PROPOSED CONTOUR INTERVAL
PROPOSED RECYCLEDASPHALT PAVEMENT
PROPOSED CONCRETE
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RIM: 5890.55'
INV IN: 5886.89' r \
F FE:5891.50' IN
OUT: 5886.89'
SUMP: 5884.00' r
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CONTRACTOR TO INSTALL I2"%15"
FFE:5891.50'�'�,�
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FFE589150'
FG:5891.28'
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RIM: 5890.50,
Condition of Permit:
4'Q DRYWELA LOT IMPROVEMENT CERTIFICATE, SEALED BY A COLORADO LICENSED SURVEYOR, IS
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RIM: 5890.55' REQUIRED ATTHE TIME OF FOOTING/FOUNDATION INSPECTION TO VERIFY COMPLIANCE
NV OUT:5886. OF "BUILDING I" FOOTPRINT LOCATION AND ADHERENCE TO 25-FOOT FRONT YARD
NV OUT: 5886.89'
SUMP: 5894.00' SETBACK.
CONTRACTOR TO INSTALL I2"%y
STANDARD INLET
RIM: 5890.50'
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Condition of Permit:
SITE RETAINING WALL PLACED ALONG COUNTY ROAD 116 SHALL BE CONSTRUCTED FULLY
WITHIN PROPERTY LINES AND NOT ALLOWED TO ENCROACH INTO THE ROAD RIGHT-OF-
WAY. A LOT IMPROVEMENT CERTIFICATE, SEALED BY A COLORADO LICENSED SURVEYOR,
IS REQUIRED AT THE TIME OF FOOTING/FOUNDATION INSPECTION TO VERIFY ADHERENCE
TO SETBACKS, CONSTRUCTION LIMITS WITHIN PROPERTY LINES, AND SIX-FOOT MAXIMUM
WALL HEIGHT.
GRADE RINGS OF
EQUAL HEIGHT
NATIVE BACKFILL
FILTER FABRIC INSTALLED
OVER 6" OVERFLOW
i2^ FILTER FABRIC
PERFORATED 6" PVC STANDPIPE FOR OVER
3, FLOW, EXTEND 3 FT. MIN. INTO EXISTING
GRAVELS
CONCRETE DRYWELL
NOTE: N.T.S.
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'.
GLENWOOD SPRINGS
MUNICIPAL AIRPORT
TOP BLOCK
GRADE TO DRAIN SURFACE
BACK SET = 7 5�" (41 MM) WATER AWAY FROM WALL.
BACK ANGLE ON
WALL)
RETAINED
SOI L
MOVE BLOCKS FORWARD DURING
INSTALLATION TO ENAGE SHEAR
V MAX
KNOBS (TYP)
1 ? MIN WASHED ROCK OR APPROVED
_—_ EQUAL
FILL WEDGE BETWEEN
ADJACENT BLOCKS WITH
DRAINSTONE (ALL BLOCKS)
FILL VERTICAL CORE SLOT WITH
DRAINSTONE(PC BLOCKS)
Bu PLY
DEPTH
V.
� 4" MIN LEVELING PAD
REDIROCK DETAIL
N.T.S.
_. SD IMENTATION LOG -12"MIN. DIAMETER
I 0 USE A STAKE EVERY 24" AT ALTERNATE 90
DEGREE
' ORIENTATION THROUGHOUT THE
IIITTT IIII SEDIMENTATION LOG.
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B USE TWO STAKES 1 I/2' x 11/2 " x
SUFFICIENT LENGTH TO
EMBED ATLEAST 12" INTO SOIL AT EACH END
__j OF LOG STAKE AT 90
DEG.
TO EACH
OTHER WETLANDSOR
FEATURES
REQUIRING
PROTECTION
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SEDIMENT CONTROL LOG INSTALLATION NOTES
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1. SEE PLAN VIEW FOR: LOCATION OF SEDIMENT CONTROL LOG.
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2. SEDIMENT CONTROL LOGS SHALLBE INSTALLED PRIORTO ANYLAND DISTURBING ACTIVITIES.
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3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW,COMPOST, EXCELSIOR OR COCONUTFIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
S. THE SEDIMENT CONTROL LOGS SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF
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SEDIMENT CONTROL LOG MAINTENANCE NOTES
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1. THE SWMP MANAGER SHALL INSPECT SEDIMENT CONTROL LOGS DAILY, DU RING AND AFTER
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ANY STORM EVENT& MAKE REPAIRS OR CLEANOUT UPSTREAM SEDIMENT AS NECESSARY.
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2. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOGS SHALL BE REMOVED
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WHEN THE UPSTREAM DEPTH IS WITHIN j THE HEIGHT OF THE CREST OF LOG.
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3. SEDIMENT CONTROL LOGS SHALL BE REMOVED AT THE EN D OF CONSTRUCTION, ONCE PROPER
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VEGETATION HAS BEEN ESTABLISHED. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL IT
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SHALL BE COVERED WITH TOPSOI L AND REVEGETATED/STABILIZED I N A MANNER APPROVED
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BY THE LOCAL JURISDICTION.
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SEDIMENT CONTROL LOG
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Know. whets below.
Call before you dig.
CALL 2-SUSINESS DAYS IN ADVANCE
BEFORE YOU DIG GRADE OR EXCAVATE
FOR THE MARKING OF UNDEFO MNO
MEMBER UTIUMES
G:\2015\15219\CIVIL\Civil DWGS\DE\PHASE 3\15219 PHASE 3.dwg
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NO. 15219.03
ET C4.0
REVISION ay
Gate
Sheet Bde
TRACHTE BUILDING SYSTEMS N C PAGE # DESCRIPTION
Al FLOOR PLAN & ELEVATIONS BLDG I
A2 FLOOR PLAN & ELEVATIONS BLDG J
A3 FLOOR PLAN & ELEVATIONS BLDG K
ANI—STORGE BUILDINGB1 FOUNDATION PLAN BLDGS I,J
B2 FOUNDATION PLAN BLDG K
1LEAN—TO
C1.0 INTERIOR WALL FRAMING ELEVATION BLDGS I,J
1/40* I PITCH C1.1 INTERIOR WALL FRAMING ELEVATION BLDG K
END WALL FRAMING ELEVATION BLDGS I J
C2.0 A ,
C2.1 END WALL FRAMING ELEVATION BLDG K
C3.0 ROOF FRAMING PLAN BLDGS I,J
C3.1 ROOF FRAMING PLAN BLDG K
E1.0 SIDEWALL ELEVATIONS & DETAILS
E1.1 SIDEWALL ELEVATIONS & DETAILS
E1.2 SIDEWALL ELEVATIONS & DETAILS
E2 STEP PAGE
F1.0 INTERIOR PARTITION WALL PANEL DETAILS
IBS F1.1 INTERIOR PARTITION WALL PANEL DETAILS
F2.0 EXTERIOR PANEL PAGE
F2.1 EXTERIOR PANEL PAGE
\� G1 STANDING SEAM ROOF
ALL HIGH STRENGTH BOLTING AND J1 GUTTER PAGE
FIELD WELDING REQUIRES SPECIAL
INSPECTOR. PROVIDE APPROVAL '
\� REPORT AT FRAMING INSPECTION 44 Howard
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AbbreviationsBlossar Symbols ���B B��B�B�� W 3�3p
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Terms 1[k„®1�®T C 1:.:1Anchor Bolts (Concrete Screw ) s-- Bolts used to anchor eave/base angles or channels, and base plates to a foundation CODE 2015 INTERNATIONAL BUILDING CODE o
,'., _ Q o a w or other support. CONSTRUCTION TYPE TYPE II B
BEW Blank Endwall NTS. Not To Scale ASGY Ash Gray USE GROUP MODERATE HAZARD STORAGE S-1 Q `
Angle, Eave/Base -- An angle or channel used at the base or top of p 3
BSW Blank Sidewall O.C. On Center BWHT Bright White usual) used when the wall section is insulated. GROUND SNOW LOAD 40 psf w 0 o
BLDG. BuildingOPP. Opposite CDRD Cedar Red Channel, Eave/Base YLO
PP SNOW EXPOSURE CATEGORY C w E I° w
CNR Corner PART Partition CLBG Classic Beige Base Plate -- A plate attached to the bottom of a column or jamb which rests on a foundation or E- a k m IZ 3
g 2 Revision Indicator SNOW IMPORTANCE FACTOR 0.8 x �
COL Column PT Partition CRMB Cream Beige other support, usually secured by anchor bolts. c, o
9 WIND VELOCITY (V uLT) 105mph U o Q
CTR. Center PSF Pounds Per Sq. Foot CONB Contl. Brown WIND VELOCITY (V ASD) 81 mph E-
DIA. Diameter PTD. Painted DTAN Desert Tan Bracing -- Angles or straps used in the plane of the roof and walls to transfer loads, such as Q� Notation Reference WIND EXPOSURE CATEGORY C
DBL. Double QTY. Quantity EVGN Evergreen wind, seismic and crane thrusts to the foundation. RISK CATEGORY I
EPDM olenle-Monome�ene- REQ'D. Required GARN Garnet
SPECTRAL RESPONSE ACCELERATION (S) 0.334
EW Endwall R.O. Rough Opening IWHT Iced White Detail
EXT Exterior S.D. Self Drilling ORAN Sunset Orange Bridging -- Series of bracing used in the roof framing to stiffen purlins. Page Detail Identification/Reference SPECTRAL RESPONSE ACCELERATION (Si)(S0.083
F.O. Finished Opening STIR. Starter PLBL Polar Blue SPECTRAL RESPONSE ACCELERATION (SDS) 0.341
SPECTRAL RESPONSE ACCELERATION (SD1) 0.133
F.M. Field Modify TYP. Typical ROYB Royal Blue Clip -- A plate or angle used to fasten two or more members together. SITE CLASS D
GA. Gauge WWF Welded Wire Fabric SGRY Slate Gray Detail Detail Identification SEISMIC DESIGN CATEGORY C
GALV. Galvanized
GALVM. Galvalume Column -- A main member used in a vertical position on a building to transfer loads from main
roof rafters, or purlins to the foundation. / e � e r a l Notes
otes <\✓�
MISC. Miscellaneous
I.D. Inside Diameter q.'
INT Interior Detail Section Identification Reference
Page
Eave -- The line along the sidewall formed by the intersection of the planes of the roof and MPH Miles Per Hour wall. Structural Fasteners
NOW. Nominal Trachte structural bolts are SAE J429-Grade-2 or ASTM A307A unless specifically noted.
Footing -- A pad or mat, usually of concrete, located under a column, wall or other structural Part No. Part Number Identification These are typically Trachte Part No's 760110 & 764200. All bolt holes shall be aligned to
member, that is used to distribute the loads from that member into the supporting 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
V Ira -v+ NT, -i m 1-% Anva r� ty soil. 19 progress systematically from most Maid Dart of Point. Snuq-tightened condition is tightness
10—DIGIT PART NUMBER
Gl L V 114 lAlll i...f i_1l 111
Girt -- A horizontal structural member that is attached to sidewall or endwall columns and
= Rise/Run iaenTITlcation
4
attained with a few impacts of impact Wrench or full effort of ironworker using ordinary
spud wrench to bring connected plies into firm contact.
5000
5 0 0 0
00
supports paneling.
I
Specification for Structural Joints Using High Strength Bolts, December 31, 2009
CODE
Self Drilling Fasteners
COMPONENT
NUMBER
OR
GCOLAUGE
InCAIT1rirc LAATCMIAI nnl no no nA11r 17
- .. .. . . .. _
- 11VI_I.1111"J IVIMI"MmL WIN WMWW I_ [;utter -- A lignt gauge metal member at an eave, valley or parapet designed to carry water Use self -drilling screws in the locations, quantities, and methods shown or noted on these
STRUCTURAL PARTS USE GAUGE CODE 0 North Arrow drawings. Self -Drilling Fasteners should be used in accordance with SAE J78 specifications
NON—STRUCTURAL PARTS USE COLOR CODE from the roof to downspouts or drains. 0 9 9 p
Z for Self -Drilling Screws.
4-DIGIT RANDOM NUMBER WARNING: When installing Self -Drilling screws, take care to minimize exposed screwpoint
RANGE FROM 0000 TO 9999 Header -- The horizontal framing member located at the top of a framed opening, (doors). hazard, b locating screws next to g
MOST COMPONENTS WILL FOLLOW A LOGICAL SEQUENCE ( ) y g panel bends and near recessed corners of angles.
BASED ON HOW OR WHERE THEY ARE USED ON A BUILDING Concrete Structural Bracing
4—DIGIT COMPONENT CODE Jamb -- The vertical framing members located at the sides of an opening (doors). All structural bracing is an integral part of the structural system and should be installed
THIS IDENTIFIES A CLASS OF PARTS — where noted or shown on the Floor Plans &Roof Framing Plans all connections should be W r9
_ _ consistent with all details related to installation of bracing components. Removal or i7 .�-1
SUCH AS COLUMNS, HEADERS, BASEPLATES ETC. Purlin -- A horizontal structural member which supports roof covering. = — alteration of bracing without prior authorization is
PP 9 —� ���—� Earth s p prohibited.
Temporary Bracing h o
Imaginary Rafter -- The main beam supporting the roof system. Temnorary sunnorfs or hrocina reauired to erect the huildina is the responsibility of the U) 0"
9—DIGIT NUMBER
Decimal
Point
5-DIGIT LENGTH
FIpcT 'A-nlclTc - IWrIJCC
Rake Angle -- Angle fastened to purlins at rake for attachment of endwall or partition panels.
Ctriirtiirnl I in= -- Usunliv chalk lines Inid nuf nn the fnunrinfinn fn niri in nlncinn enlumns nnrf nfhar
Insulation
erector to determine, furnish, install and remove.
Permits
It is the responsibility of the Building Owner Contractor Erector to obtain all a ro it
p y 9 PP ?
9 z
"" E"
� z
O E-1 O pl.
U'
W
a
J
3 7
— —_ —
COMPONENT
FINISH LENGTH
---- -- --- - _ _._.._ ..._..__
j LAST 2—DIGITS ARE DECIMAL (FRACTION)
structural components of a building floor plan. Accurate placement of these lines is
approvals and necessary permlTs Trom LITy, W-ounry, aTare, or Omer agencies as required.
o
x
a
- =
ALWAYS IMAGINE A DECIMAL
POINT BEFORE
LAST 2—DIGITS
critical to erecting
a building.
Down Spout
DS P
Structural Lines
a
P
2—DIGIT CODE
IDENTIFIES MATERIAL COLOR OR GAUGE
Rake Trim -- A trim designed t0
close the opening between the roof and endwall
Structural lines are referenced often throughout our drawing details. These relate to the
o
2 U
O
U
STRUCTURAL PARTS USE GAUGE CODE
panels.
chalk lines that are to be laid out on the foundation. The lines should always be laid out
a
NON-STRUCTURAL PARTS USE COLOR CODE
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
Date
2-DIGIT PROFILE CODE
"Locating
Ridge -- The horizontal line
formed by opposing sloping sides of a roof running parallel with
Is recommended to begin your layout at 10'-l" from the sidewall edge (refer to
9/15/20
THIS IDENTIFIES A STANDARD PROFILE
SUCH AS PANELS, TRIMS, STUDS, ETC.
the building length.
The First Line" in the Trachte Erection Manual). All other lines should be placed accurately
Drawn
by
2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT
2—DIGIT
2—DIGIT
from the first line.
RDS
GAUGE CODES WALL d TRIM DOOR or TRIM DOOR or TRIM
S.S. Roof
Spacial
Scate
COLOR CODES COLOR CODES COLOR CODES COLOR CODES COLOR CODES
12 = 12—GAUGE
By Others
14 = 14—GAUGE 60 = Cream Beige 21 = Ash Gray 44 = Conti. Brown
26 =Matte Black
10 = Regal White
11 = Roman Blue
28 = Clay
33 = Polar White
„
N.T.S.
16 =16—GAUGE 61 =Slate Gray 49 =Gamet
12 =Evergreen
37 =Sand Stone
The design, detailing, and materials for items designated as By Others„ are not the
18 = 18—GAUGE 62 = Classic Beige 31 = Patriot Red 46 = Evergreen
13 = Patrician Bronze 38 = VP Charcoal Black
responsibility of Trachte Building Systems, Inc.
Ptan No.
63 = Iced White 40 = Sunset Orange 47 = Cedar Red
2—DIGIT 27 = Light Stone 41 = Desed Tan 48 =Shale
COLOR CODES 42 = Polar Blue 63 = Iced White
14 = Surrey Beige
23 = ReglWarbor
39 = VP Patrician Bronze
Blue 49 = Natural Stone
Field Cutting and Drilling
P47868C
43 =Royal Blue 64 =Bright White (Door)
24 =Colonial Red
65 =Yellow
Order
No.
80=Galvanized
8� =Galvalume 32 =Lime Green (Door only)
26 =Matte Black
66 =Silver Metallic
Field Cutting and drilling of some parts Will be required.
82 = Galwlume
67 =Birch Whits
-
6-DIGIT PART NUMBERS ARE ALSO USED. THESE FOLLOW NO SPECIFIC STRUCTURE.
N(JTICE:
_hBet
o.
THEY ARE COMMONLY USED FOR FASTENERS, SWING DOORS, PEAK BOXES,
AND SOME
OTHER PARTS.
THE SPECIFIC PROJECT INFORMATION PROVIDED TO TRACHTE BUILDING SYSTEMS, INC. WAS
Most of Trachte's standard color codes are shown. Special colon are not shown. Permit
p
plans may not
p y
USED IN THE DEVELOPMENT OF THE ENGINEERING DRAWINGS, DETAILS, MATERIALS LIST AND
PRICING. ANY DISCREPANCIES BETWEEN THIS INFORMATION AND THE ACTUAL JOB CONDITIONS
'y
show the correct color of your desired building. The final erection set of drawings may
show the
WILL AFFECT THE ACCURACY OF THIS WORE. TRACHTE IS NOT RESPONSIBLE FOR ANY
Cover
® Ve Y'
i
correct colors ordered. The colors may not always be shown within the
drawing set but
the material
ADDITIONAL MATERIALS OR ANY LAYOUT PROBLEMS CAUSED BY INACCURATE SITE INFORMATION.
listing will always show the correct color for the part listed.
PLEASE RECHECK THIS INFORMATION CAREFULLY.
By
GENERAL FOUNDATION NOTES
1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6
X 6 - W1.4 X W1.4 WELDED WIRE FABRIC.
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.
HOWEVER, 3,000 PSI IS PREFERRED.
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
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
ALL SIDE AND END LAPS. NOTE: WELDED WIRE FABRIC IS
USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB.
THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN
ALTERNATE.
5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL
POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6
INCHES.
6. STRUCTURAL ANCHORS SHALL BE CONCRETE SCREWS
TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS.
INSTALLATION INSTRUCTIONS ARE SPECIFIED IN NOTE 01
ON THE ERECTION DETAIL PAGES.
7. NON-STRUCTURAL ANCHORS SHALL BE EITHER
POWDER ACTUATED ANCHORS OR TAPCON SCREW
ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY
TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING
NON-STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02
ON THE ERECTION DETAIL PAGES. NON-STRUCTURAL
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.
FOUNDATION DESIGN NOTES:
1. FOUNDATION PLAN 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.
rNOTE
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.
PA
ILI
H
5
7
E.
<r1
WIFE
11
im
Wi
M
16
1
M
19
I
I I
I I
I I
2
I
_
I
— —
I
I 3 I
B1 — — —
I — — I
I 3 I
31 — —
B1
I
I 3 1
B1
B1
B�
I
6" STEP
I I
6" STEP
I I
6" STEP
I I
6" STEP
I
I
I
I I
I
I I
I I
I I
I I
I
I
I
I
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10'-1"
1 O'-0"
10'-0" 1 10'-0" 1 10'-O" 1 10'-0" 1 10'-0" 1 10'-0" I 10'-O" I 10'-0"
FOUNDATION PLAN for MINI STORAGE BUILDINGS I,J
(CONCRETE SCREW
#4 REINFORCING BAR
FOUNDATION 1 iN CONTINUOUS WELDED W RE
LEGEND � 9�,, � FABRIC VAPOR BARRIER
1
" SLAB THICKNESS
5 4" 1 _ — — — — — 7 (SEE LEGEND)
PAVING OR
CLEAR
FINISHED GRADE _ —7—'�� _ 4" FILL
-- 1'-4"
•r -III-III-III-III
FREE DRAINING
INORGANIC 3" CLEAR ---
GRANULAR FILL
�...'._.... I -I 11-III-III-III-I I I
-III III III I I I I I I -I I I-1 11-1
EARTH II� 11111 I��_ I III
6"
SLAB THICKNESS
5.5" FLOATING SLAB DETAIL,
CONCRETE SCREW NOTCHED
(INTERIOR)
3/8" x 2 1 /2"
CONCRETE SCREW WELDED WIRE VAPOR BARRIER
FABRIC
(EXTERIOR) SLAB THICKNESS
3/8" X 2 1 777.7.
+ (SEE LEGEND)
L
2 SLAB,
INTERIOR SECTION
DIMENSION VARIES
2j"MIN.
CONCRETE SCREW DIMENSION VARIES
24"MIN.
FOUNDATION EDGE[,,D
A CONCRETE SCREW LOCATION,
CORNER
— F
101-O7
101-0
1, 101-0
II 101-ON 10 -ON 10'-0
N 10,-0N 10'-0
N 10 -OII
1
200'-2"
OPEN -HOLE SOILS REPORT
IS REQUIRED AT FOOTING
INSPECTION 1 W PSF
#4 REINFORCING BAR
CONTINUOUS
WELDED WIRE
VAPOR BARRIER FABRIC \ 5"
CLEAR
SLAB THICKNESS _ _ _ _ _
(SEE LEGEND) + STEP HEIGHT
4" FILL (SEE FOUNDATION PLAN)
SLABTHICKNESS
HICKNESS
N III -III -III 8" PAD (SEE LEGEND)
3 CLEAR 4 FILL
III—III—III—��: �.I� . ... . .: �•. .~.,/. .. '-1 I I
IM I I I _ I I I I I -I I FLI
I III I I I -
--d
THE SUPPORTING WALL MUST REST III' ' 'III III -III
ON THE HIGH SIDE OF THE STEP.
8" 8" --
3 FLOATING SLAB DETAIL, STEP
DIMENSION VARIES
5"MIN.
CONCRETE SCREN
FOUNDATION EDGE
e
DIMENSION
_ VARIES
2j"MIN.
. 1
B CONCRETE SCREW LOCATION,
EXTERIOR
,•Z42j Q) 4 )12) 77
ALL HIGH STRENGTH BOLTING AND
FIELD WELDING REQUIRES SPECIAL
INSPECTOR. PROVIDE APPROVAL
REPORT AT FRAMING INSPECTION
/
i
I
I01
(CONCRETE SCREW
FOUNDATION EDGE —
i
INTERIOR COLUMN id • Line
BASEPLATE _
-III II
CONCRETE SCREW 2" REF. IIIII IIIII i
SEE FLOOR PLAN TO LOCATE CONCRETE SCREW ANCHOR TO BE ERECTOR
& ORIENTATE BASEPLATE & INSTALLED IN LIEU OF CAST -IN -PLACE ANCHOR
INTERIOR COLUMNS SCREWS. MINIMUM EMBEDMENT DEPTH
= (CONCRETE SCREW LENGTH) +
C CONCRETE SCREW LOCATION, CONCRETE SCREW,
INTERIOR BASEPLATE SECTION, FOUNDATION EDGE
rid
24" ine
REF.
n� vu�v'v
Date
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Date
9/15/20
Drawn by
RDS
Scale
Plan No.
P47868C
Order No. —
SheerB
STARTER BAY TYPICAL BAY ----
-__— tructural
ne
B tructural tructural tructural
2, ine ine ,504501216 LJne
LEAN—TO 1 2 3 4 5 6 7 8 9 10 11 C
HIGH SIDE
D25NWB
5994001016 599400101 5950D11118 595001151 ---------
f p DKHS DKHS DKHS DLHS DLHS DKHS 5950011118
0
I
I
'
0
I
DY
O
5991001118
=
0
I
Dx
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5991000718
0
A
2.
DH
0
5991000318 �,
�
1
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8
0
DG
O
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5950000218
-
DKHS
DLHS
I
5992001316
i
HIGH OF SEA
5992001116
OF STEPS \
\
r 5992000916
®
5992000716
/
®
6-4STEP
1-Shp
77
5992000516
\
_T
5992000316
5992000116
/
I
NOTE COLUMN
ORIENTATION IN STARTER BAY a 59500001
DE E C
5994000116 5045012U
D25NW
10'-0" 5'-0" 10'-0" 5'-0" 1 10'—
STARTER BAY
FLOOR PLAN FOR 8'-4" EAVE. 1
DE WALL ELEVATION
WALL ELEVA TI
Al
2, Al
2.
504501216
13 � � 14 15 16 17 18 19
6 5950011118 6 6 5950011118 599i 40010�6 saa( anninis
HIGH SIDE
OF STEP
6'
A
5950000118 �• � 5950000118
DF DE DE DF D=Fj E DE C
5045012161 1 5045012161
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'—
DS DS DSDS
200'-0" / e
:12 PITCH, MINI ST
I
HIGH SIDE
OF STEP
6.1 u
77
swe
0" 10'-0"
A
DS DS
D
J1
— 0„
DOOR SCHEDULE
QTY
CODE
TYPE
SIZE
ROUGH OPENING
MANUF.
DESCRIPTION
8
CSB
ROLL -UP
3'-8"
x
6'-10"
3'-8"
x
6'-10"
BY
OTHERS
CORRIDOR
ROLL -UP DOOR
2
D25NWA
SWING A
3'-8"
x
6'-8"
4'-0"
x
7'-0"
PDL/e uiv
DOOR, LEVER/PANIC,30x30 LITE
2
D25NWB
SWING B
3'-8"
x
6'-8"
4'-0"
x
7'-0"
PDL
equiv
DOOR, LEVER/PANIC,30x30 LITE
8
DE
ROLL -UP
8'-8"
x
7'-0"
8'-8"
x
7'-0"
BY
OTHERS
ROLL -UP
DOOR
6
DF
ROLL -UP
9'-0"
x
7'-0"
9'-0"
x
7'-0"
BY
OTHERS
ROLL -UP
DOOR
2
DG
ROLL -UP
8'-8"
x
6'-6"
8'-8"
x
6'-6"
BY
OTHERS
ROLL -UP
DOOR
2
DH
ROLL -UP
9'-0"
x
6'-6"
9'-0"
x
6'-6"
BY
OTHERS
ROLL -UP
DOOR
10
KHS
ROLL -UP
8'-8"
x
7 -10
»
8 -8
x
7 -10„
BY
OTHERS
ROLL -UP
DOOR
DLHS
ROLL -UP
9 -0»
x
7 -10„
8 -8»
x
7 -10»
BY
OTHERS
ROLL -UP
DOOR
2
DX
ROLL -UP
9'-0"
x
6'-11"
9'-0"
x
6'-11"
BY
OTHERS
ROLL -UP
DOOR
2
DY
ROLL -UP
8'-8"
x
6'-11"
8'-8"
x
6'-11"
BY
OTHERS
ROLL -UP
DOOR
DOOR SIZES MA Y VARY DUE TO ENGINEERING ISSUES
PDL DOORS - PRIMER COA T ONL Y
mo
END W
21
5994001016
5991001118
B 5993010118
�. 5991000718
—�
E
A DH
C�• 5991000318
r
DE
D25NWA 5994000116
10'-0" 5'-0" 10'-0"
2.
118"=1 "_0»
T
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Date
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Date
11/5/2020
Drawn by
BRM
Scale
1/8" = V-0"
Pan No.
47868 C
Order No.
230684-86
Shee
7A
B
HIGH SID°E 2 2 3 4 5
T15994000916
o SC
DZ 5991000718 SC
I
A
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N I
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�J DE
--�-- STARTER BAY ---- I...... TYPICAL BAY-----�-- — tructural
ne
I —r I Al
tructural yj tructural y tructural 2•
i n e 'Line Line
6 7 8 9 1 11 12 13 14 15 16 17 18 19 20 21 22 23
5994001016
5950011018 5950011018 A 5950011018 CS
5992000716(5993010118
\Ft �7 5992000716 B DZ 5991000718
C y 2.
�HOF STEP 5992000516 ,.,SI
�HOF STEP�HOF STEP 5992000516 �HIISTEP H1 6
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5992000316 5992000316 ® CB. 5991000318
V STEP 6' STEP j j 6' STEP L_ 6' STEP E
5992000116 �< B 4-m/ �i ® 2'
F1.1
5994' 0 " D25NWA 'LS 012162)
10'-0" 5'-0" 10'-0" 5'-0" 10'-0" 1 10'-0"
A
DSDS
FLOOR PLAN FOR 8'-4" SAVE_ 1 /4-
END WALL ELEVA TION
SIDE WA
ALL ELEVA
10'-0" 1�-0
DS DS A ks D3
200'-0" 2.
MINI STORAGE BUILDING K Sn,49-imm
10'-0"
DOOR SCHEDULE
QTY
CODE
TYPE
SIZE
ROUGH OPENING
MANUF.
DESCRIPTION
12
CSB
ROLL —UP
3'-8"
x
6'-10"
S-8"
x
6'-10"
BY OTHERS
CORRIDOR
ROLL —UP DOOR
4
CSC
ROLL —UP
3'-4"
x
6'-10"
S-4"
x
6'-10"
BY OTHERS
CORRIDOR
ROLL —UP DOOR
D25NWA
SWING A
3' —8"
x
6e —8"
4> —0a
x
7e —0n
PDL/equiv
DOOR, LEVER/PAN IC,30x30 LITE
10
DE
ROLL —UP
8 —8
x
7 —0
8 —8
x
7 —0
BY OTHERS
ROLL —UP
DOOR
6
DF
ROLL —UP
9'-0"
x
7'-0"
9'-0"
x
7'-0"
BY OTHERS
ROLL —UP
DOOR
2
DC
ROLL —UP
8'-8"
x
6'-6"
8'-8"
x
6'-6"
BY OTHERS
ROLL —UP
DOOR
2
DH
ROLL —UP
9'-0"
x
6'-6"
9'-0"
x
6'-6"
BY OTHERS
ROLL —UP
DOOR
2
DZ
ROLL —UP
3'-8"
x
C-11"
S-8"
x
6'-11"
BY OTHERS
ROLL —UP
DOOR
DOOR SIZES MAY VARY DUE TO ENGINEERING ISSUES
PDL DOORS - PRIMER COA T ONLY
A oG
2.
5950000118 5950000218
DE DE DE —
504501216 D2 WA 5994000116 I 5994000116
10'-0" 10'-0" 5'-0" 10'-0" 5'-0" 10'-0"
♦ ♦ �\ STARTER BAY AL
DS D p L�C 1
2. 2.
_ 1'-n„
END WALL ELEVA TION
118»=1'-00
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Dote
11/5/2020
Drawn by
EIRM
Scale
1/8"
Plan No.
47868 C
Order No.
230684-86
Sheet No.
roo�A3