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PHILOMATH, OR 97370
ENLARGE (3) GARAGE DOORS
INDEX TO DRAWINGS
541.609.8777
NA
PROJECT DESIGN
PROJECT DESIGN & DRAFTING:
PROJECT MANAGER:
WILLIAM E. BARLOW, P.E.
VICINITY PLAN
SCALE: NTS
N
38101 HWY 223
SQUARE FOOTAGE
DESIGN INFORMATION
SITE LOCATION
P.O. BOX 43
PHILOMATH, OR 97370
1. ALL WORK IS TO COMPLY WITH THE STATE OF OREGON
2. FLOOR LIVE LOAD:
3. ROOF LIVE LOAD:
40 P.S.F.
25 P.S.F.
4. SNOW LOAD:
FLAT-ROOF SNOW LOAD, Pf:
SNOW EXPOSURE FACTOR, Ce:
SNOW LOAD IMPORTANCE FACTOR, I:
THERMAL FACTOR, Ct:
23 P.S.F.
SNOW EXPOSURE FACTOR, Ce:
1.0
1.0
TERRAIN CATEGORY:
C
EXPOSURE:
FULLY
5.
WIND DESIGN DATA:
BASIC WIND SPEED:130 M.P.H.
6.
EARTHQUAKE DESIGN DATA:
SEISMIC IMPORTANCE FACTOR, I:
1.50
MAPPED SPECTRAL RESPONSE
ACCELERATIONS:
Ss:
S1:
1.067
0.522
SITE CLASS:D
DESIGN SPECTRAL RESPONSE
COEFFICIENTS:
SDS:
SD1:
0.763
0.522
SEISMIC DESIGN CATEGORY SD1:D
SEISMIC FORCE RESISTING SYSTEM:STEEL SPECIAL MOMENT
FRAMES (ASCE 7, p.61)
RESPONSE MODIFICATION FACTOR, R:8
SEISMIC RESPONSE COEFF., Cs: 0.1174
GEOTECHNICAL INFORMATION:
7.
DESIGN LOAD BEARING VALUE:1500 P.S.F. (ASSUMED)
8.
FLOOD DESIGN DATA:
FIRM MAP NUMBER:
41003C0050F
ZONE:
ZONE X. AREA DETERMINED
TO BE OUTSIDE THE 100- AND
500-YEAR FLOODPLAINS.
9.
SPECIAL LOADS:
NONE.
10.
SYSTEMS & COMPONENTS REQUIRING
SPECIAL INSPECTIONS (SEISMIC):
STEEL SPECIAL MOMENT FRAME
NOTE
1.
THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION MEANS AND
METHODS, INCLUDING LOADING AND BRACING, SHALL NOT EXCEED
THE CAPACITY OF STRUCTURAL MEMBERS.
(38101 HWY 223)
38101 KINGS VALLEY HWY
MAP/TAX LOT:
PHILOMATH, OR 97370
TO BE DETERMINED
NA
NA
LATITUDE:
LONGITUDE:
11. ZONING: EXCLUSIVE FARM USE (EFU)
SEISMIC RISK CATEGORY:
IV
g
g
g
g
EFFECTIVE DATE: 6/2/2011
TITLE SHEET
SITE PLAN
STRUCTURAL NOTES
EXISTING FLOOR PLAN
EXISTING ROOF PLAN
ELEVATIONS
FOUNDATION PLAN
STEEL FRAME ELEVATION
STEEL FRAME
T0.0
C1.0
N1.0
A1.0
A2.0
A3.0
S1.0
S2.0
S3.0
GARAGE DOOR
38
PHILOMATH, OR 97370
38101 HWY 223
PROJECT LOCATION
ULTIMATE
2. MECHANICAL (HVAC), ELECTRICAL, PLUMBING DESIGN BY OTHERS.
SQ. FT.
2014 EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE
2010 ASCE 7-10 ( Third Printing)
HOSKINS KINGS VALLEY
RURAL FIRE PROTECTION DISTRICT
FOR
CIVIL ENGINEERING DESIGN
WORK AREA
BUILDING AREA 3464 SQ. FT.
DEMOLITION PLAND1.0
10628001300
44.673873
-123.434081
SEISMIC DESIGN CATEGORY SDS:D
STRUCTURAL ENGINEERS
ASSOSCIATION OF OREGON
2014 OSSC, TABLE 1604.5, p. 350
RISK CATEGORY:IV
WIND EXPOSURE:C
INTERNAL PRESSURE COEFFICIENT:NA
DESIGN BASE SHEAR:2041 LBS
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
T0.0
digitally signed
A
N
SITE PLAN
SCALE: 1" = 20'
CURVE TABLE
CHORDDELTA
1°11'38"
CURVE RADIUS LENGTH
A 1879.86' 39.17'
CH. BEARING
39.17' N10°45'11"W
1°32'38"B 1879.86' 50.65' 50.65' N09°23'03"W
0°55'24"C 1879.86' 30.29' 30.29' N08°09'02"W
0°46'09"D 1879.86' 25.24' 25.24'
N08°04'25"W
EASEMENT
C
D
B
A
N 89°49'0" E
41.90'
N 0°8'39" W
50
.0
0'
S 89°49'0" W
50.00'
N 89°49'0" E
247.24'
25' ACCESS EASEMENT FOR PARCEL 1
N
1
1
°2
1
'0
" W
1
0
1
.9
9
'
S 89°49'0" W
208.00'
S 0°11'0" E
21
8.5
7'
25.0
0
5
0
'
5
0
'
E
D
G
E
O
F
A
/C
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D
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E
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(E) PROPANE
TANKS
(E) SHED
(E
) C
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A
IN
-L
IN
K
F
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(E
) 2
0
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0
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A
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IN
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AREA OF
WORK
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T
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H
O
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) B
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NOTE
THIS IS NOT A BOUNDRY SURVEY. PROPERTY
LINES SHOWN ARE BASED ON BENTON COUNTY
C.S. FILE NO.: 97-44. PROPERTY LINES ARE A
GRAPHIC REPRESENTATION TO SHOW
RELATIONSHIP OF PROPERTY LINES TO SITE
PHYSICAL INFORMATION.
T
O
H
O
S
K
IN
S
H
W
Y
2
2
3
D
IT
C
H
D
IT
C
H
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A
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P
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C1.0
digitally signed
1.
ELECTRICAL
ELECTRICAL BY OTHERS.
7.
OF BASE PLATES WILL NO BE PERMITTED.
HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 psi. PREGROUTING
GROUT SHALL BE NON-SHINKABLE GROUT CONFORMING TO ASTM C827 AND SHALL
12.
DETAILING MANUAL, ACI COMMITTEE 315.
CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI)
DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL
11.
REINFORCING STEEL (REBAR) FOR CONCRETE SHALL BE DEFORMED, GRADE 60
9.
CONCRETE EXPOSED TO EARTH OR WEATHER8.2
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH8.1
(SEE ACI 318-02 FOR CONDITIONS NOT NOTED.)
CONCRETE COVER PROTECTION FOR REINFORCEMENT BAR SHALL BE AS FOLLOWS:
8.
CONCRETE PROTECTION AS REQUIRED AND NECESSARY.
SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE
ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE CONNCECTORS6.
REMOVED.
SHALL BE THOROUGHLY CLEANED. LAITANCE AND STANDING WATER SHALL BE
304R. ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED
MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI5.
3000 psiFOOTINGS4.1
COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS:4.
CALCIUM CHLORIDE SHALL NOT BE USED.
SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT.
ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE
ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE PROJECT3.
ASTM C150.
PORTLAND CEMENT SHALL BE TYPE I OR TYPE II AND SHALL CONFORM TO
AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33.2.
LICENSED IN THE STATE OF THE OREGON.
MAX. AGGREGATE SIZE IS 3/4 INCH. MIX DESIGNS SHALL BE SIGNED BY AN ENGINEER
SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS.
THE CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING,4.
CONSTRUCTION SHALL BE REMOVED.
ANY ABANDONED MATERIALS, FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW3.
SURFACE, GROUND, OR SEEPAGE WATER.
THE CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FOR EITHER2.
1. FOUNDATION SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSI.
FOUNDATION
1.
CONCRETE AND REINFORCEMENT
4.2 SLABS3000 psi
(fy=60000 PSI YEILD STRENGTH). A615
STEEL WELDED WIRE REINFORCEMENT (WWR)
11.1 ASTM A185, PLAIN TYPE IN ROLLS, PLAIN FINISH. PROVIDE 6"x6"-W1.4xW1.4 WWF,
GRADE 65 MIN. (65000 PSI YIELD)
BAR AND WELDED WIRE REINFORCEMENT SUPPORTS
12.1PROVIDE ALL SPACERS, CHAIRS (HCM), TIES AND OTHER DEVICES NECESSARY
12.2CONFORM TO "BAR SUPPORT SPECIFICATION," CRSI MANUAL OF STANDARD PRACTICE,
CHAPTER 3, LATEST EDITION, AND BE OF THE FOLLOWING TYPES:
12.2.1 SUPPORT REINFORCING IN FOOTINGS WITH PRECAST CONCRETE BLOCKS.
12.2.2 SUPPORT FOR WWR IN SLABS WITH PRECAST CONCRETE BLOCKS OR METAL
CHAIRS OF ACI TYPE HCM, CLASS 3.
TO PLACE, SPACE, SUPPORT AND MAINTAIN REBAR AND/OR WWR IN LOCATIONS IN
ACCORDANCE WITH ACI 315.
3"
1 1/2"
10.
1. GLUE LAMINATED (GLU-LAM) MEMBERS SHALL BE A COMBINATION GRADE
GLUE LAMINATED (GLU-LAM) BEAMS
OF 24F-V4 (DOUGLAS FIR - LARCH, DF-L) WITH EXTERIOR GLUE.
1. DIMENSIONAL LUMBER FOR FRAMING SHALL BE DOUGLAS FIR - LARCH (DF-L)
DIMENSIONAL LUMBER
No. 2 OR BETTER.
2.GLUE LAMINATED MEMBERS SHALL BE MANUFACTURED AND INDENTIFIED AS REQUIRED
IN AITC A190.1 AND ASTM D3737.
STRUCTURAL NOTES
OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE.
DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER
WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR SHALL APPLY THIS8,
WHERE THE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING
CONSTRUCTION LOADS (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN7.
WHOSE NAME AND SEAL (STAMP) APPEAR ON THESE STRUCTURAL DRAWINGS.
SPECIFICALLY DETAILED OR APPROVED BY THE PROJECT ENGINEER
OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS
REVIEW OF THE ABOVE ITEMS.
6.
PROJECT ENGINEER OR HIS AGENT OR REPRESENTATIVE, SHALL NOT INCLUDE
BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE BY THE
DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO
MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS
INDICATE THE METHOD OF CONSTRUCITON. THE CONTRACTOR SHALL PROVIDE ALL
THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT5.
CONSTRUCTION.
TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF
OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS
METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY4.
RESIDENTIAL SPECIALTY CODE ADOPTED BY THE STATE OF OREGON.
3. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF 2005 OREGON
DRAWINGS. COORDINATE CONSTRUCTION WITH ALL TRADES.
2. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH "A" DESIGN
THE ENGINEERS SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
GENERAL
3. ALL SHOP WELDED STEEL AND STEEL NOT IN DIRECT CONTACT WITH CONCRETE
STRUCTURAL STEEL
1. STEEL SHAPES SHALL BE ASTM A992-50, Fy=36ksi. EXCEPT FOR HOLLOW
4.ALL SHOP WELDS SHALL BE PERFORMED BY AN AMERICAN
WELDING SOCIETY (AWS) CERTIFIED WELDER(S). COPIES OF AWS WELDER
CERTIFICATION SHALL BE SUBMITTED TO THE PROJECT ENGINEER PRIOR TO WORK.
STRUCTURAL SHAPES (HSS) SHALL BE ASTM A500, GRADE B, Fy=46ksi.
USE LOW HYDROGEN E70XX ELECTRODES
WELDING MATERIALS: ANSI/AWS D1 - STRUCTURAL WELDING CODE.1.
2. DO NOT PRIME SURFACES IN DIRECT CONTACT WITH CONCRETE.
WELDING
2. DO NOT PRIME SURFACES TO BE FIELD WELDED OR IN CONTACT WITH
CONCRETE.
SHALL HAVE ONE COAT OF GRAY FORREST PAINT 16P900 PRIMER APPLIED.
(FORREST PAINT, EUGENE, OR. SEE "16P PRIMERS, PRODUCT DATA SHEET")
1.
GROUT
GROUT SHALL BE NON-SHRINK TYPE, PRE-MIXED COMPOUND CONSISTING
OF NON-METALLIC AGGREGATE, CEMEMT, WATER REDUCING AND PLASTICIZING
ADDITIVES, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH
OF 5000 PSI AT 28 DAYS. (SEE THE SECTION ON CONCRETE AND
OR PROJECT ENGINEER APPROVED EQUAL.
3. ALL WELDING SHALL BE PERFORMED BY AN AWS CERTIFED WELDER.
SIMPSON STRONG-TIE
INSTALL SIMPSON PRODUCTS PER MANUFACTURERS INSTRUCTIONS. (CATALOG C-C-2019)1.
SPECIAL INSPECTION
PREQUALIFIED MOMENT FRAME1.
N1.0
digitally signed
A
EAST WALL DEMOLITION PLAN
SCALE: 1/4"=1'-0"
N
(E) OFFICE
3/0
x6
/8
TO REMAIN
REMOVE EXISTING REMOVE EXISTING REMOVE EXISTING TO REMAIN
4/0x4/0
4/0
x4
/0
(E
) A
PP
AR
AT
US
B
AY
(E
) E
MT
V
EH
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B
AY
(E
) A
PP
AR
AT
US
B
AY
(E
) A
PP
AR
AT
US
B
AY
HOSKINS KINGS VALLEY
Rural Fire Protection District
EXISTING DOOR
EXISTING DOOR
TO REMAIN
TO REMAIN
HOSKINS KINGS VALLEY
Rural Fire Protection District
38101
(E
) A
PP
AR
AT
US
B
AY
B
DEMOLITION ELEVATION
SCALE: 1/4"=1'-0"
10/4x11/0
10/0x12/0 10/0x12/0 10/0x12/0 10/0x9/0
LEGEND
REMOVE EXISTING WALL
EXISTING WALL TO REMAIN
REMOVE EXISTING DOORS & WALL
16
'-6
3 4
"±
RE
MO
VE
E
XIS
TIN
G D
OO
RS
&
W
AL
L
REMOVE EXISTING DOORS & PARTIAL WALLS
REMOVE EXISTING SIGN AND REPLACE
REMOVE NUMBER AND REPLACE
NOTIFY ENGINEER PRIOR TO REMOVING SIDING, BEAMS, FRAMING & DOORS
(E) ANTENNA
TO REMAIN
EXISTING GABLE END TRUSS TO REMAIN
W
O
R
K
A
R
E
A
TO REMAIN
REMOVE TO REMAINREMOVE
SEE B/D1.0 FOR VERTICAL EXTENT OF WORK
W
O
R
K
A
R
E
A
(N) DOOR
(E) DOOR
(N) DOOR
(E) DOOR
(N) DOOR
(E) DOOR
1'-6
1
2
"
Z-METAL FLASHING SIDING JOINT
NO
PARKING
AT ANY
TIME
NO
PARKING
AT ANY
TIME
NO
PARKING
AT ANY
TIME
REMOVE AND REPLACE
SIGNS. SEE A/S3.0 FOR
NEW LOCATION TYPICAL
1'-4
"
RE
MO
VE
TO
R
EM
AIN
RE
MO
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TO
R
EM
AIN
1'-4
"
RELOCATE
ELECTRICAL
AS NEEDED
SHORE ROOF SHORE ROOF
1
D1.0
TO ALLOW PROJECT ENGINEER OBSERVATION
TYPICAL
1
DEMOLITION DETAIL
SCALE: 1"=1'-0"
GABLE TRUSS TO REMAIN
REMOVE (2) 2x6
REMOVE 2x6 STUDS
REMOVE 6x10 BEAM
REMOVE OVERHEAD
DOOR ASSEMBLY
REMOVE
2x4 STUDS
REMOVE
2x PLATES
REMOVE
SIDING
AND SIGN
SEE B/D1.0
TO
R
EM
AIN
RE
MO
VE
T0.0
digitally signed
A
EXISTING FLOOR PLAN
SCALE: 1/4"=1'-0"
N
90'-4"
90'-4"
69'-9"20'-7"
2'-5" 10'-0" 2'-5" 10'-0" 2'-4" 10'-0" 5'-3" 10'-0" 7'-10" 4'-0" 5'-6"
OFFICE
WEBTING
ROOM
RESTROOM
RESTROOM
LAUNDRY AND
REF FILE
SINK
3/0x6/8
3/0
x6
/8
3/0x6/8
3/0x6/8
3/0x6/8
3/0x6/8
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3/0
x6
/8
11
'-9
1
/2
"x7
'-1
1"
OP
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3/0x6/8
21'-0
1
2
" 39'-5
1
2
" 9'-1
1
2
"
5'-9"
14'-11
1
2
"
30
'-4
"
2'-1
"3
'-0
"2
5'-3
"
7'-11" 10'-4" 2'-4"
UP
STORAGE PLATFORM ABOVE
WORKROOM
10/4x11/0
10/0x12/0 10/0x12/0 10/0x12/0 10/0x9/0
4/0x4/0
4/0
x4
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7'-11
1
2
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6'-6"4'-4"11'-0"
3'-5
"4
'-0
"
2'-7
"
4x4
POST
4x4
POST
3/0
x6
/8
OP
EN
IN
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BENCH AND SHELF
BENCH AND SHELF
AP
PA
RA
TU
S B
AY
EM
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EH
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B
AY
AP
PA
RA
TU
S B
AY
AP
PA
RA
TU
S B
AY
AP
PA
RA
TU
S B
AY
40
'-5
"
27
'-9
"1
2'-8
"
16
'-1
1"
3'-0
"2
'-4
"4
'-0
"1
'-6
"4
'-8
"4
'-0
"4
'-0
"
NOTES
THIS SHEET IS INFORMATIONAL ONLY
NO CONSTRUCTION INFORMATION
SHOWN ON THIS SHEET
2.
1.
B
A2.0
A
A3.0
B
A3.0
A
A2.0
A1.0
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A
EXISTING ROOF PLAN
SCALE: 1/4"=1'-0"
N
SLOPE
RID
GE
SLOPE
SLOPE
LOW ROOF
SLOPE
LOW ROOF
WATER
HEATER
VENT
ATTIC
ACCESS
ATTIC
ACCESS
WASTE
VENT
(E) ANTENNA
(E) ANTENNA
(E) ANTENNA
(E) ANTENNA
NOTES
THIS SHEET IS INFORMATIONAL ONLY
NO CONSTRUCTION INFORMATION
SHOWN ON THIS SHEET
2.
1.
B
A2.0
A
A3.0
B
A3.0
A
A2.0
A2.0
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SCALE: 1/4"=1'-0"
B
EXISTING WEST ELEVATION
EXISTING DOOR
EXISTING DOOR
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
W
O
R
K
A
R
E
A
TO REMAIN
W
O
R
K
A
R
E
A
10' WIDE
BY
12' HIGH
10' WIDE
BY
12' HIGH
10' WIDE
BY
12' HIGH
EXISTINGEXISTING EXISTING
HOSKINS KINGS VALLEY
Rural Fire Protection District
HOSKINS KINGS VALLEY
Rural Fire Protection District
38101
NOTES
THIS SHEET IS INFORMATIONAL ONLY
NO CONSTRUCTION INFORMATION
SHOWN ON THIS SHEET
2.
1.
B
EXISTING SOUTH ELEVATION
SCALE: 1/4"=1'-0"
20
'-8
5 8
"
STANDBY
GENERATOR
NOT SHOWN
A3.0
digitally signed
A
NEW FLOOR PLAN
SCALE: 1/4"=1'-0"
N
90'-4"
90'-4"
69'-3
1
2
"21'-0
1
2
"
1'-5
1
2
"
VERIFY
11'-4" 1'-0" 11'-4" 1'-0" 11'-4"
1'-6
1
2
"
VERIFY
OFFICE
WEBTING
ROOM
RESTROOM
RESTROOM
LAUNDRY AND
REF FILE
SINK
3/0x6/8
3/0
x6
/8
3/0x6/8
3/0x6/8
3/0x6/8
3/0x6/8
3/0x6/8
3/0
x6
/8
11
'-9
1
/2
"x7
'-1
1"
OP
EN
IN
G
3/0x6/8
21'-0
1
2
" 39'-5
1
2
" 9'-1
1
2
"
5'-9"
14'-11
1
2
"
30
'-4
"
2'-1
"3
'-0
"2
5'-3
"
7'-11" 10'-4"
2'-9
1
2
"
UP
STORAGE PLATFORM ABOVE
WORKROOM
10/4x11/0
11/4x12/0 11/4x13/0 11/4x12/0 11/4x12/0
4/0x4/0
4/0
x4
/0
4/0
x4
/0
4/0
x4
/0
7'-11
1
2
"
6'-6"4'-4"11'-0"
3'-5
"4
'-0
"
2'-7
"
4x4
POST
4x4
POST
3/0
x6
/8
OP
EN
IN
G
BENCH AND SHELF
BENCH AND SHELF
AP
PA
RA
TU
S B
AY
EM
T V
EH
IC
LE
B
AY
AP
PA
RA
TU
S B
AY
AP
PA
RA
TU
S B
AY
AP
PA
RA
TU
S B
AY
40
'-5
"
27
'-9
"1
2'-8
"
16
'-1
1"
3'-0
"2
'-4
"4
'-0
"1
'-6
"4
'-8
"4
'-0
"4
'-0
"
B
S7.0
A
S7.0
A
S7.0
3
S6.0
1
S6.0
2
S6.0
2
S6.0
S1.0
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A
REFELCTED CEILING PLAN
SCALE: 1/4"=1'-0"
N
WATER
HEATER
VENT
ATTIC
ACCESS
ATTIC
ACCESS
WASTE
VENT
(E) ANTENNA
11/4x12/0 11/4x13/0 11/4x12/0
B
S7.0
A
S7.0
A
S7.0
(E) APPARATUS BAY ONLY
LEGEND
EXISTING (2) TUBE HANGING CEILING LIGHTS
EXISTING ROUND SURFACE CEILING LIGHT
NEW OUTLET FOR OVERHEAD DOOR OPENER
VERIFY LOCATION
S2.0
digitally signed
B
(DOORS NOT SHOWN)
SCALE: 1/4"=1'-0"
A
NEW DOORS EAST ELEVATION
SCALE: 1/4"=1'-0"
EXISTING DOOR
EXISTING DOOR
TO REMAIN
TO REMAIN
(E) ANTENNA
TO REMAIN
TO REMAIN
W
O
R
K
A
R
E
A
TO REMAIN
W
O
R
K
A
R
E
A
(E) ANTENNA
EXISTING DOOR
EXISTING DOOR
TO REMAIN
TO REMAIN
(E) ANTENNA
TO REMAIN
TO REMAIN
W
O
R
K
A
R
E
A
TO REMAIN
W
O
R
K
A
R
E
A
11'-4" WIDE
BY
13' HIGH
11'-4" WIDE
BY
12' HIGH
11'-4" WIDE
BY
12' HIGH
NEWNEW NEW
38101
A
S3.0
STEEL FRAME
HOSKINS KINGS VALLEY
Rural Fire Protection District
HOSKINS KINGS VALLEY
Rural Fire Protection District
NOTE: ELECTRICAL WIRING EXPOSED.
INSTALL WIRE IN CONDUIT PER CODE.
NO
PARKING
AT ANY
TIME
NO
PARKING
AT ANY
TIME
NO
PARKING
AT ANY
TIME
REPLACE SIGNS
ON DOORS TYPICAL
NEW STEEL FRAME ELEVATION
5/4" x 3 1/2" PRE-PRIMED
CORNER BOARDS
T1-11 SIDING (APA 303) MATCH EXISTING SIDING
THICKNESS; SHIPLAPPED EDGES AND PARALLEL
GROOVES 1/4" DEEP AT 8" OC AND 3/8" WIDE. APPLY
15# FELT HORIZONTALLY, WITH UPPER LAYER
LAPPED OVER LOWER LAYER NOT LESS THAN 2".
WHERE JOINS OCCUR, FELT SHALL BE LAPPED NOT
LESS THAN 6". CAULK ENDS, COVERED WITH A
BATTEN OR SEALED AND INSTALLED OVER A STRIP
OF FLASHING. ALTERNATE: MOISTURE BARRIER;
INSTALL PER MANUFACTURER'S INSTRUCTIONS.
FASTEN w/8d COMMON NAILS (2.5"x0.131") @ 6" OC @
EDGES AND 12"OC FIELD.
S3.0
digitally signed
A
ELEVATION (INSIDE VIEW)
SCALE: 1/2"=1'-0"
A
S5.0
A
S5.0
STEEL FRAME
W1
0x4
9
W16x67
W1
0x4
9
(3) APPARATUS BAYS
EMT VEHICLE BAY
S4.0
digitally signed
6"
2
1
8
"
1" A36 PLATE
(8) 7/8"Ø A325 BOLTS
SIDE ELEVATION
DIMENSIONSWELDS
3/8
BASE PLATE
2"
2"
2"
2
1
8
"
2"
2"
2"
6"
2
1
8
"
2"
2"
2"
2
1
8
"
2"
2"
2"
11"
A
DETAIL
SCALE: 1"=1'-0"
1
DETAIL
SCALE: 1"=1'-0"
2
DETAIL
SCALE: 1"=1'-0"
W1
0x4
9
W16x67
1
2
"
1
2
"
5" 5"
11
1 4
"
1
2
"
10
1 4
"
1
2
"
2
7 8
"2
7 8
"
5/16
10
1
4
"
2'-0
3 8
"
#4x12" @ 8" OC, (2) MIN. ASTM A 615
GR. 60 REBAR DOWELS INSTALLED
WITH SIMPSON STRONG-TIE
SET-XP™ EPOXY-TIE ADHESIVE AT
AN EMBEDMENT DEPTH OF 4 " INTO
EXITING CONCRETE. INSTALL IN
ACCORDANCE WITH
MANUFACTURER'S LITERATURE AND
ICC-ES ESR-2508. (2) SIDES
CENTER IN (E)
CONCRETE
SLAB
3"
CL
R.
(3) #4 REBAR EACH WAY
TOP AND BOTTOM
(E) FOOTING
VERIFY SIZE
PROJECT
ENGINEER
SAW CUT (E) SLAB
FOR (N) FOOTING
1
S5.0
2
S5.0
FOR FRAMING
NOT SHOWN
SEE A/S7.0 & B/S7.0
CONTACT
1" MIN. 5000 PSI
NON-SHRINK GROUT
WHEN EXPOSED
APPARATUS BAY
EMT VEHICLE BAY
FOR BEAM TO
COLLUMN CONNECTION
(E) WALL
7/8" A36 PLATE WITH (2) 7/8" ∅ THREADED ROD
ANCHORS* INSTALLED W/ SIMPSON
STRONG-TIE SET-XP EPOXY-TIE ADHESIVE TO
AN EMBEDMENT DEPTH OF 9" IN CONCRETE.
INSTALL IN ACCORDANCE WITH
MANUFACTURER'S LITERATURE AND ICC-ES
ESR-2508.
*APPLICABLE STEEL TYPES INCLUDE: ASTM
A307, GRADE C; ASTM A193, GRADE B7;
ASTM A193, GRADE B6 (TYPE 410 SS); & ASTM
A193, GRADE B8 (TYPE 304 SS)
S5.0
digitally signed
3
DETAIL
SCALE: 1 1/2"=1'-0"
7
1 4
"
FACE OF STUD
CENTER LINE OF COLUMN
1'-8
"
SA
W C
UT
A
ND
R
EM
OV
E C
UR
B
1'-10"
SAW CUT AND REMOVE CURB
2
DETAIL
SCALE: 1 1/2"=1'-0"
1
DETAIL
SCALE: 1 1/2"=1'-0"
7
1 4
"
FACE OF STUD
CENTER LINE OF COLUMN
1'-4
"
SA
W C
UT
A
ND
R
EM
OV
E C
UR
B
INSTALL (N) 2x6
CORNER FRAMING
LINE OF
EXISTING
FOOTING
LINE OF
EXISTING
FOOTING
1'-4"
SAW CUT EXISTING TO
EXPOSE FOOTING
FOR REBAR
SEE A/S5.0
INSTALL NEW
SIDING SEE
A/S3.0
INSTALL NEW
SIDING SEE
A/S3.0
INSTALL
FRAMING FOR
OVERHEAD DOOR
ATTACHMENT
PER MFG.
INSTRUCTIONS
INSTALL
FRAMING FOR
OVERHEAD DOOR
ATTACHMENT
PER MFG.
INSTRUCTIONS
INSTALL
FRAMING FOR
OVERHEAD DOOR
ATTACHMENT
PER MFG.
INSTRUCTIONS
1'-4"
SAW CUT EXISTING TO
EXPOSE FOOTING
FOR REBAR
SEE A/S5.0
1
1
KEY NOTES
INSTALL (N) SHEATHING AT INTERIOR WALL TO
MATCH EXISTING. FASTEN w/8d COMMON NAILS
(2.5"x0.131") @ 6" OC @ EDGES AND 12"OC FIELD.
(E) WALL
INSTALL NEW
SIDING SEE
A/S3.0
INSTALL NEW
SIDING SEE
A/S3.0
2 NAIL-LAM w/(2) ROWS 8d COMMON NAILS
2
2
2
2
S6.0
digitally signed
(E) TRUSSES
A
SECTION
SCALE: 1"=1'-0"
B
SECTION
SCALE: 1"=1'-0"
HORIZONTAL ANGLE
4
5
°
FOR HEADROOM REQUIREMENTS AND
FLOOR TO SHAFT CENTER DISTANCE
SEE MANUFACTURER INSTRUCTION
(E) CONCRETE SLAB
(E) INSULATION NOT SHOWN
REPLACE REMOVED INSULATION
w/R-49 BATTS AT CEILING
R-21 INSULATION
NOT SHOWN
INSTALL
FOR OVERHEAD DOOR
INFORMATION NOT SHOWN
SEE A/S7.0
(E) CONCRETE SLAB
FOR HEADROOM REQUIREMENTS AND
FLOOR TO SHAFT CENTER DISTANCE
SEE MANUFACTURER INSTRUCTION
(E) TRUSSES
(E) INSULATION NOT SHOWN
REPLACE REMOVED INSULATION
w/R-49 BATTS AT CEILING
(E) METAL ROOFING
INSTALL (1) #12x3" TEKS SCREW
AT EACH 2x4 NAILER. TYPICAL
(E) 2x4 NAILER
AT 24" OC
(E) METAL ROOFING
INSTALL (1) #12x3" TEKS SCREW
AT EACH 2x4 NAILER. TYPICAL
(E) 2x4 NAILER
AT 24" OC
GABLE TRUSS
WF BEAM
(E) BOTTOM
CHORD OF
3"
2
1
2
"
3"
INSTALL LAG
AT CENTER OF
BOTTOM
CHORD
1/2"Øx2" LAG SCREW
@ 48" OC. PILOT BORE
HOLE & LUBRICATE HOLE
WITH LIQUID SOAP
1/2"Ø MACHINE
BOLTS @ 48" OC
w/(1) BOLT 6" FROM
EACH END
A
S7.0
FOR INFORMATION
NOT SHOWN
3"
2x6 w/1/2"Ø MACHINE
BOLT @ 48" OC. COUNTER
SINK
2x6
2x6 @ 24" OC
w/R-21 INSULATION
R-21 INSULATION
NOT SHOWN
INSTALL
6x10 BEAM
2x6
13'-0" DOOR 12'-0" DOOR
FRAMING AT END OF OPENING
BEYOND NOT SHOWN. OVERHEAD
DOOR SHOWN FOR ILLUSTRATION
ONLY. SEE OVERHEAD DOOR
MANUFACTURER FOR INSTALLATION
INSTRUCTIONS
FRAMING AT END OF OPENING
BEYOND NOT SHOWN. OVERHEAD
DOOR SHOWN FOR ILLUSTRATION
ONLY. SEE OVERHEAD DOOR
MANUFACTURER FOR INSTALLATION
INSTRUCTIONS
L 5x4x1/2xLENGTH OF BEAM MINUS 4"
SLOT 5" VERTICAL LEG HOLE 9/16"x11/16"
FOR LAG SCREW. LAG SCREW TIGHTEN
SNUG TIGHT
S7.0
digitally signed