HomeMy WebLinkAboutPlans BLGD DSheep, Index
REVISION Ogte
/ER�AN0 REASED SHEETVBI I9/22/76
Tcrms
BEW
Blank Endwall
BSW
Blank Sidewall
BLDG.
Building
CNR
Corner
COL
Column
CTR.
Center
DIA.
Diameter
DBL.
Double
EPDM
Ethylene—Propylens—
DTene—Monomer
EW
Endwall
EXT
Exterior
F.O.
Finished Openinc
F.M.
Field Modify
GA.
Gauge
GALV.
Galvanized
ALVM.
Galvalume
I.D.
Inside Diameter
INT
Interior
MISC.
Miscellaneous
MPH
Miles Per Hour
NOM.
Nominal
TRACHTE BUILDING SYSTEMS, INC.
MINI -STORAGE BUILDING
Terms
NTS.
Not To Scale
O.C.
On Center
OPP.
Opposite
PART
Partition
PT
Partition
PSF
Pounds Per Sq. Foot
PTD.
Painted
QTY.
Quantity
REQ'D.
Required
R.O.
Rough Opening
S.D.
Self Drilling
STR.
Starter
TYP.
Typical
WWF
Welded Wire Fabric
lb —DIGIT NUMBER
50005000
_PART
00
COMPONEN
COLOR
1 /4: 12 PITCH LEAN-TO
Colors
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
dart Numbering
T NUMBER 2—DIGIT CODE
GAGE 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, BASEPLATES ETC.
9—DIGIT NUMBER
33COMPONENT
e
� FINISH LENGTH
Imaginary
Decimal
Point
5-DIGIT LENGTH
FIRST 3-DIGITS = INCHES
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 24101r 2—DIGIT 2—DIGIT
2—DIGIT
2—DIGIT
GAGE CODES WALL k TRIM DOOR or TRIM DOOR or TRIM
S.S. Roof
Special
pecial
12 = 12—Gaga COLOR CODES COLOR CODES COLOR CODES
COLOR CODES
COLOR CODES
14 = 14—Gage 60 = Cream Beige 21 = Ash Gray 44 = Conti. Brown
10 = Regal White
11 = Roman Blue
28 = Clay
37 = Sand Stone
16 = 16—Gage a 61 = Slate Gray 26 = Matte Black 45 = Garnet
9 Y
12 = Evergreen
38 = VP Charcoal Black
18 = 18—Gage 62 =Classic Beige 31 =Patriot Red (Door) 46 =Evergreen
13 = Patrician Bronze 39 = VP Patrician Bronze
Pat
63 = Iced White 40 = Sunset Orange 47 = Cedar Red
14 = Surrey Beige
49 = Natural Stone
2—DIGIT 27 = Light Stone 41 = Desert Tan 48 = Shale
23 = Regal/Harbor
Blue 65 = Uncle Bob's Yellow
COLOR CODES 42 = Polar Blue 63 = Iced White
43 = Royal Blue 64 = Bright White (Door)
24 = colonial Red
66 = Silver Metallic
80 = Galvanized
32 = lime Green (Door)
26 =Malls Black
67 =Birch White
82 =Galvalume
82 = Galvalume
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 colors ordered. The colons may not always be shown within the
drawing set but
the material
listing will always show the correct color for the part listed.
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 endwall 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 endwall 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 endwall panels.
Ridge -- The horizontal line formed by opposing sloping sides of a roof running parallel with
the building length.
Symbols
Materials
ORevision Indicator
<\01 Notation Reference
Detail Detail Identification/Reference
Page
Detail Detail Identification
Detail Section Identification/Reference
Page
Part No. Part Number Identification
12 Rise/Run Identification
4 F
_ North Arrow
o:
O
z
Concrete
�������II Earth
I
Insulation
D•S Down Spout
OO
PAG" DESCRIPTION
Al
FLOOR PLAN & ELEVATIONS — BLDG D
B1
FOUNDATION PLAN
C1
INTERIOR WALL FRAMING DETAILS
C2
END WALL ELEVATION DETAILS
C3
END WALL ELEVATIONS
C4
ROOF FRAMING PLAN
E1
SIDEWALL ELEVATION DETAILS
E2
SIDEWALL ELEVATIONS
E3
SIDEWALL ELEVATIONS
E4
STEP PAGE
F1
INTERIOR PARTITION WALL DETAILS
F2
INTERIOR PARTITION WALL DETAILS
F3
EXTERIOR PANEL PAGE
F4
EXTERIOR PANEL PAGE
G1
STANDING SEAM ROOF
J1
GUTTER PAGE
Code
CODE
CONSTRUCTION TYPE
USE GROUP
GROUND_ SNOW LOAD_
MIN. ROOF SNOWLOAD
Summary
' C2015 INTERNATIONAL BUILDING CODE
P II B
MODERATE HAZARD STORAGE, S-1
40 psf
40 Psi
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 (SD7)
0.133
SITE CLASS D
SEISMIC DESIGN CATEGORY C
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
PRICING. ANY DISCREPANCIES BETWEEN THIS INFORMATION AND THE ACTUAL JOB CONDITIONS
WILL AFFECT THE ACCURACY OF THIS WORE. TRACHTE IS NOT RESPONSIBLE FOR ANY
ADDITIONAL MATERIALS OR ANY LAYOUT PROBLEMS CAUSED BY INACCURATE SITE INFORMATION.
PLEASE RECHECK THIS INFORMATION CAREFULLY.'
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Plan No.
Order No.
Cover
C
LEAN-TO 1 F3 2
HIGH SIDE
------�-- STARTER BAY----r—I ----- TYPICAL BAY ---- -- ------ tructural
I �ne
I
structural tructural yj tructural
Line ine Line
+ 504501218 1 504501216
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5950011518 ` _ 5950011518
3 4
ORIENTATION
IN STARTER BAY
HIGH SIDE
OF STEP
HIGH SIDE
OF STEP
is
6.
S
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504501216
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DLHS DLHS DKHS
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5992001118
IN
19
2
5991000718
B
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C3 DH
5991000318
E
E1
504-501216 504501216 "10--o.
504501216
10.-0. 10'-0" 10'-0" 10'-0. 10'-0" 10'-0" 101-0• 10'-0" 10'-0" 10'-0. 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10--0" 10'-0" 101-0" 10'-0"
STARTER BAY
DS J1 DS DS 6 DSDDSDS DS DS DS
200'-0"
E4 F3
$—A"
it = 1 I—n„
DOOR SCHEDULE
QTY
CODE
TYPE
SIZE
ROUGH OPENING (REF.)
MANUF.
DESCRIPTION
COLOR
8
DE
ROLL —UP
8'-8"
x
7'-0"
8'-8"
x
7'—O"
TRAC—RITE e .
ROLL —UP
DOOR
COLORED
2
DEDD
ROLL —UP
8'-8"
x
7'-0"
8'-8"
x
7'-0"
TRAC—RITE e .
NON —OPERATIONAL DOOR
COLORED
10
DF
ROLL —UP
9'-0"
x
7'-0"
9'-0"
x
7'-0"
TRAC—RITE/eq.
ROLL —UP
DOOR
COLORED
2
DG
ROLL —UP
8'-8"
x
6'-6"
8'-8"
x
6'-6"
TRAC—RITE e .
ROLL —UP
DOOR
COLORED
2
DH
ROLL —UP
9'-0"
x
6'-6"
9'-0"
x
6'-6"
TRAC—RITE e .
ROLL —UP
DOOR
COLORED
1
DKDH
ROLL —UP
8'-8"
x
7'-10"
8'-8"
x
7'-10"
TRAC—RITE e .
NON —OPERATIONAL DOOR
COLORED
7
DKHS
ROLL —UP
8'-8"
x
7'-10"
8'-8"
x
7'-10"
TRAC—RITE e .
ROLL —UP
DOOR
COLORED
8
DLHS
ROLL —UP
9 —0
x
7 —10
9 —0
x
7 —10
TRAC—RITE e .
ROLL —UP
DOOR
COLORED
2
DMHS
ROLL —UP
8'-8"
x
7'-7"
8'-8"
x
7'-7.5"
TRAC—RITE e .
ROLL —UP
DOOR
COLORED
2
DNHS
ROLL —UP
9'-0"
x
7'-7"
9'-0"
x
7'-7.5"
TRAC—RITE eq.
ROLL —UP
DOOR
COLORED
1
DX
ROLL —UP
9'-0"
x
6'-11"
9'-0"
x
6'-11"
TRAC—RITE/eq.
ROLL —UP
DOOR
COLORED
2
DY
ROLL —UP
8'-8"
x
W-11"
8'-8"
x
6'-11"
TRAC—RITE/e .
ROLL —UP
DOOR
COLORED
ROLL —UP DOORS MEET ASTM E330
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Scale
1/8" = 1'-0"
Plan No.
47868
Order No.
Sheet No
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GENERAL FOUNDATION NOTES
FOUNDATION SPECIFICATIONS
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 j3 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 POWERS WEDGE
BOLT + SCREW ANCHORS 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.
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.
160'-2" 40'-0"
L rr
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 B1 1
1B
I I i I B1 B 1 A
— — — — — — — — — — — — — — — 18 B1 19 20 1 B1
3 I 3 1 3 I ��
B1 61L4 81 3
B1
SRP HEIGHT STEP HDGHT SRP HEWT STEP HEIGHT B1
1 17 Bl
Bi
I I I B
1D'-1" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-1"
200'-2"
FOUNDATION PLAN for MINI STORAGE BUILDING D
' FOUNDATION'
LEGEND
®PAVING OR
FINISHED GRADE
FREE DRAINING
,•�•` INORGANIC
GRANULAR FILL
EARTH
SLAB THICKNESS
4"
WEDGE BOLT
(INTERIOR)
3/8" x 2 1 /2'
WEDGE BOLT
(EXTERIOR)
L3/8" x 2 1 /2'
WEDGEBOLT
/4 REINFORCING BAR
1" CONTINUOUS WELDED WIRE
9" FABRIC VAPOR BARRIER
4" LAB THICKNESS
— (SEE LEGEND)
4" FILL
3" CLEAR - 611=11 11 11= I
I I —I I I'`•._k�.�,.:`�`..::'::`:.�a`�� ,. I � 1=1 � 1=1 � 1=1 � 1=1 � I
6"
O FLOATING SLAB DETAIL,
NOTCHED
T
FOUNDATION EDGE
I
DIMENSION VARIES
21"MIN.
OPEN -HOLE SOILS REPORT
IS REQUIRED AT FOOTING
INSPECTION 1� 500 PSF
WEDGEBOLT
10" �-
3" CLEAR
WELDED WIRE VAPOR BARRIER
FABRIC i
SLAB THICKNESS
(SEE LEGEND)
4" FILL
DSLAB,
INTERIOR SECTION
DIMENSION VARIES
2j'MIN.
A WEDGE BOLT LOCATION,
CORNER
DIMENSION VARIES
5"MIN. r
WEDGEBOLT I
FOUNDATION EDGE
I
#4 REINFORCING BAR
CONTINUOUS WELDED WARE
9" FABRIC VAPOR BARRIER j
LAB THICKNESS
LEGEND)
Z.
` 4" FILL
7777:r —
—I I —III —III 1'-10"
III —III —I 1=1 1I—
II,;1111_IIIII;IIII1111111, �1
6"
� g FLOATING SLAB DETAIL,
NOTCHED
DIMENSION
VARIES
2j"MIN.
I.
O WEDGE BOLT LOCATION,
EXTERIOR
#4 REINFORCING BAR
CONTINUOUS
WELDED WIRE
VAPOR BARRIER FABRIC 5"
L� CLEAR
SLAB THICKNESS
(SEE LEGEND) STEP HEIGHT
4" FILL \\ (SEE FOUNDATION PLAN)
ICI III ".
PAD (S �IC�OKNEss
3"CLEAR = _ ,.:..:: ` 44" FI
• F A.a . t1 i
Pi III —III—III — I • . \.! :. '•..:. ...i .k'•'�` •I•I III •
—11
THE UPPORTING WALL MUST REST 111, I I -1 I I I, - 1=1
ON THE HIGH SIDE OF THE STEP.
8" 8"
3 FLOATING SLAB DETAIL, STEP
id
2,j" ine
REF.
INTERIOR COLUMN rid
BASEPLATE ine
WEDGEBOLT 2" REF.
SEE FLOOR PLAN TO LOCATE
& ORIENTATE BASEPLATE &
INTERIOR COLUMNS
C WEDGE BOLT LOCATION,
INTERIOR BASEPLATE
WEDGEBOLT
FOUNDATION EDGE
-i 11=1 11-1 I II
WEDGE BOLT ANCHOR TO BE ERECTOR
INSTALLED IN LIEU OF CAST —IN —PLACE ANCHOR
BOLTS. MINIMUM EMBEDMENT DEPTH
= (WEDGE BOLT LENGTH) + I".
WEDGE BOLT, SECTION,
FOUNDATION EDGE
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Date
8/23/16
Drawn by
SEW
Sco/e
1/8" = 1'-0"
Plan No.
47868
Order No. —
Sheet No.
B1