B08_Attachment_20B_Revised_Final_Drawings_20250804_Part2_0007.pdf
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- Solicitation number
- 140L0625R0002
About this file
This appears to be a comprehensive set of structural and architectural engineering drawings for a new Bureau of Land Management (BLM) Shoshone Field Office replacement facility located in Twin Falls District, Idaho. The structural plans detail a single-story building with a total footprint of approximately 17,000 square feet, featuring a steel frame construction with HSS columns, wide flange beams, and roof joists. The design includes specific structural elements such as a 5-inch concrete slab with #4 rebar, thickened edge footings, and detailed specifications for foundation, wall, and roof systems.
Key technical specifications include roof loading of 24 psf dead load, 20 psf live load, and 31 psf snow load, with a Vulcraft 22 gauge roof deck. The structural system utilizes HSS columns ranging from 4x4x1/4 to 5x5x3/8, with W18x40 and W24x62 beams. The foundation plan shows multiple footing types (F3, F4, F6) with specific rebar configurations, and the drawings provide extensive details on wall assemblies, including masonry veneer, metal stud framing, and expansion joint requirements. The project is designed to meet the 2018 International Building Code and includes provisions for seismic and wind loading considerations.
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Text version
1 1/4" CORNER
BRACE WITH TIE
WIRES 24" OC
1'-4" DIA CONC
CORNER BASE
PAVEMENT
TOP OF
1/4" X 3/4"
7' -0
4' -0
1" CROWN
TYP
4' -0
TY
P
OC AND FLAT BAR
BAR BANDS 12"
WITH STRETCHER
3" CORNER POST
3/8" ROUND ROD 10'-0" MAX (TYP)
CONNECTION AND
PRESSED STEEL
TURN BUCKLE, TYP
LINE BASE
1'-0" DIA CONC
1 1/2" WOVEN WIRE
FABRIC FENCE
ABOVE PAVEMENT
1 1/4" BOTTOM
3' -6
TY
P
24" OC
WITH TIE WIRES
RAIL 2" MAX
2" LINE POST
WITH TIE WIRES
14" OC
CAP, TYP
ALL POSTS
RAIL WITH TIE
1 1/4" TOP
WIRES 24" OC
45° EXTENSION ARM
(TYP EA POST EXCEPT AT GATE)
x x x x x x x x x x x x xx x x x x x x x x x x x xx x x x x x x x x x x x x
BARBED WIRE
1'
-0
GENERAL NOTES:
1. FINAL OPENING DIMENSIONS SHALL BE DETERMINED BY THE MANUFACTURER TO
ENSURE PROPER INSTALLATION PROCEDURES ARE FOLLOWED.
2. ALL FOOTINGS SHALL BE 4,000 PSI, 28 DAY STRENGTH
3. FOOTINGS SHALL BE CYLINDRICAL OF THE DIAMETERS INDICATED.
4. FENCE FABRIC TO BE #9 GA. HOT GALVANIZED WIRE WOVEN IN A 1 1/2" MESH,
CYCLONE CHAIN LINK FABRIC OR APPROVED EQUAL.
5. ALL POSTS, RAILS AND FITTINGS GALVANIZED BY HOT DIP PROCESS.
6. ALL PIPE (RAILS AND POSTS) TO BE NOMINAL STD. WEIGHT.
TOP VIEWSIDE VIEWFRONT VIEW
GATE
HEIGHT
8'
GATE OPENING
24' THROUGH 45' VARIES
2"
16"
2"
GATE MOUNTING POSTS
POST
POST
FENCE
LINE
FENCE LINE
DETAIL A DETAIL B DETAIL C
FENCE POST
ISO VIEW ISO VIEW
DETAIL A DETAIL B DETAIL C
48"
SCALE:19 TYPICAL PERIMETER FENCE AND CORNER
NTS
SCALE:20 TYPICAL PERIMETER FENCE CANTILEVER GATE DETAIL
NTS
NOTE: BASIS OF DESIGN FOR DECORATIVE SECURITY FENCE IS
Noe H. Morales 2022.07.11 13:59:33 -06'00'
UNIFORM ZINC COATING
(HOT DIP GALVANIZED)
BASE MATERIAL
UNIFORM ZINC COATING
(HOT DIP GALVANIZED)
ZINC PHOSPHATE &
CONVERSION COATING
EPOXY BASE COAT
4"
4"
OPTIONAL 45° SWIVEL BRACKET
PANEL BRACKET
SPECIALLY DESIGNED TWO
-POINT CONNECTION ENSURES
FIXITY OF RAIL ENDS FOR
INCREASED STRENGTH.
INTERNAL RETAINING ROD
VARIABLE PITCH CONNECTION SYSTEM FOR
EASE OF INSTALLATION, HIGH ANGLE
BIAS ABILITY AND ELIMINATION OF
UNSIGHTLY EXTERNAL FASTENERS.
FORERUNNER RAIL
DOUBLE-WALLED "U"-CHANNEL
SPECIALLY FORMED HIGH STRENGTH
ARCHITECTURAL SHAPE.
TM
FORERUNNER RAILTM
"NO-MAR" POLYESTER
POWDER FINISH COAT
NOTES:
1.) POST SIZE DEPENDS ON FENCE HEIGHT
AND WIND LOADS. SEE AEGIS II
POST SIZING CHART.
2.) ADDITIONAL HEIGHTS AVAILABLE ON REQUEST
3.) THIRD RAIL OPTIONAL.
4.) PANELS ALSO AVAILABLE FOR 6' ON CNETER
POST SPACING.
TM
VARIES
WITH
HEIGHT
STANDARD HEIGHTS
7', 8', 9', 10'
36" MIN.
FOOTING DEPTH
2" Nom.
8"
4" FORERUNNER
Rail (See Cross- Section Below)
1" Ø X 14GA. PICKET
POST SIZE VARIES WITH HEIGHT
(SEE AEGIS II POST-SIZING CHART)
TM
10"
4" TYP.
8' O.C. Nom.
TM
16"
VALUES SHOWN ARE NOMINAL AND NOT
TO BE USED FOR INSTALLATION
PURPOSES. SEE PRODUCT
SPECIFICATION FOR INSTALLATION
REQUIREMENTS.
BRACKET OPTIONS
SCALE:21 DECORATIVE FENCE DETAILS
NTS
Noe H. Morales 2022.07.11 14:00:51
ZONE 1
ZONE 2
ZONE 3
ZONE 4
GROUND SURFACE
1'-6"
1'-6"
VARIES
NON-POTABLE LINE
ZONE 1 ZONE 3 (6"-0") ZONE 2
10'-0" MINIMUM
ZONE 1
SCALE:22 TYPICAL LIGHT POLE FOUNDATION
NTS
SQUARE LIGHT POLE
INSTALL LIGHT POLE
PER MANUFACTURERS
INSTRUCTIONS
FILL SPACE AFTER POLE HAS
BEEN PLUMBED, WITH
NON-SHRINK GROUT AND
CHAMFER AT 45 DEGREE ANGLE
CONDUIT PER ELECTRICAL
DRAWINGS, UNO.
ANCHOR BOLTS, DOUBLE NUTS
AND WASHERS AS REQUIRED
5/8" X 8' GROUND ROD
#2/0 AWG BC TO GROUND ROD
FINISHED GRADE
1" ELECTRICAL CONDUIT
(6) #6 REBAR VERT. X 4'-6"
LG EQUALLY SPACED
(4) #4 REBAR HOOPS
EQUALLY SPACED
(4) ANCHOR BOLTS, 1" X 3'-0" LONG ON
10" DIA B.C. LOCATE USING POLE
BASE AS A TEMPLATE.
12" LAP MIN.
2'
2" MIN
3"
5'
A SECTION
SCALE: NTS
A C505
PROPOSED RETENTION BASIN
10oz NONWOVEN GEOTEXTILE FABRIC
12" MIN SOIL COVER
5' X 5' MIN 12" THICK ENERGY DISSIPATING
RIPRAP D50 = 6" OR APPROVED EQUAL
SCALE:24 TYPICAL CULVERT OUTLET DETAIL
NTS
ZONE 1:
POTABLE WATER AND NON-POTABLE MAINS AND SERVICE LINES
MUST BE SEPARATED BY AT LEAST 1'-6" VERTICALLY AND
ONE FULL, UNCUT LENGTH OF POTABLE PIPE MUST BE CENTERED
ON THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE
FROM THE CROSSING.
ZONE 2:
ONE FULL, UNCUT LENGTH OF NON-POTABLE WATER PIPE MUST BE
CENTERED ON THE CROSSING SO THAT THE JOINTS ARE AS FAR AS
POSSIBLE FROM THE NON-POTABLE LINE AND
(EITHER)
NON-POTABLE LINE MUST BE CONSTRUCTED TO POTABLE WATER
PIPE STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS
FOR A HORIZONTAL DISTANCE OF 10'-0" ON BOTH SIDES OF THE
CROSSING.
(OR)
NON-POTABLE OR POTABLE LINE MUST BE CASED IN A LARGER
DIAMETER CARRIER PIPE FOR A HORIZONTAL DISTANCE OF 10'-0"
ON BOTH SIDES OF THE CROSSING, WITH NO JOINTS.
ZONE 3:
SAME REQUIREMENTS AS ZONE 2 EXCEPT THE NON-POTABLE LINE
MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT
SETTLING.
ZONE 4:
SAME REQUIREMENTS AS ZONE 1 EXCEPT THE NON-POTABLE LINE
MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT
SETTLING.
POTABLE LINE NON-POTABLE
LINE
POTABLE AND NON-POTABLE
VERTICAL LINE CROSSINGS
POTABLE LINE
PIPE JOINT
PIPE JOINT
ZONE 1: (MORE THAN 10'-0" APART)
NO SPECIAL REQUIREMENTS.
ZONE 2: (FROM 6'-0" TO 10'-0")
POTABLE AND NON-POTABLE MAINS SEPARATED
BY AT LEAST 6'-0" AT OUTSIDE WALLS AND.
POTABLE MAINS HIGHER IN ELEVATION THAN THE
NON-POTABLE MAINS AND.
SEPARATE TRENCHES.
NON-POTABLE MAINS CONSTRUCTED TO WITH
WITH POTABLE WATER CLASS PIPE AND
PRESSURE TESTED FOR WATER TIGHTNESS.
ZONE 3: (ALL OTHER CASES)
48" MINIMUM SEPARATION FOR SERVICE LINES.
FOR TRANSMISSION MAINS, SITE SPECIFIC
APPROVAL BY THE ENGINEER.
POTABLE AND NON-POTABLE
HORIZONTAL LINE SEPARATION
POTABLE LINE
SCALE:23 POTABLE AND NON-POTABLE SEPARATION REQUIREMENTS
NTS
NOTE: SEPARATION OF WATER MAIN AND SANITARY SEWERS SHALL BE
IN ACCORDANCE WITH IDAHO ADMINISTRATIVE CODE 58.01.08.542.07.
Noe H.
Morales 2022.07.11 14:02:15
C508
C508
CONCRETE MASONRY WALL (CMU)
- 8x4x16 SOLID GROUTED
CONCRETE CONTROL JOINTS
PER DETAIL 5/C501 (TYP)
SLOPE CONCRETE 2%
GATE PER DETAIL 45/C508
CONCRETE SLAB-ON-GRADE, 6"
THICK WITH #4 BARS AT 18" O.C.
EACH WAY PER DETAIL 44/C508
SL
O
PE
SL
O
PE
A C507
FLAT ROCK CAP ON TOP OF CMU
4" REINFORCED CMU WALLS
4" GATE POST
2" LINE POST
W/ WIRE TIES
2" GATE POST
W/ WIRE TIES
14" O.C.
WIRE TIES
(TYP)
FOUNDATION PER
GATE DETAIL 43/C508
(3) SIMPSON PGT2A GALVANIZED PIPE GRIP SPACED
EVENLY. FASTEN WITH SIMPSON STRONG-BOLT 2
MASONRY ANCHORS (STB2-252143S) X 4 PER PIPE GRIP
CHAIN LINK W/
PRIVACY SLATS
SCALE:41 WALL LAYOUT
NTSSCALE:40 HVAC UNIT ENCLOSURE PLAN
NTS
BOND BEAMS WITH (2) #4 BARS
CONTINUOUS AT TOP OF WALL
AND MID HEIGHT. PROVIDE
DURO-WALL REINFORCEMENT
AT EVERY OTHER COURSE
SCALE:A HVAC UNIT ENCLOSURE ELEVATION
NTS
25'
4'-8" 2'
2'
6'
(2) BRICK VENTS PLACED MIN.
8" TO 12" ABOVE CONCRETE
SLAB PER DETAIL 47/C508
2' 1'
-4
8" 1'
-4
(HATCHING FOR VISUAL
REPRESENTATION ONLY)
Noe H. Morales 2022.07.11 14:03:45
GATE OPENING
GATE OPENING
6'
PAVEMENT
TOP OF
1'-6" TYP
4' -0
" T
YP
PRESSED STEEL
3/8" ROUND ROD
CONNECTION AND
TURN BUCKLE, TYP
DOUBLE SWING
GATES
FROM TOP AND CAP, TYP
WITH CONCRETE TO WITHIN 12"
BAR 1/4" X 3/4". FILL POST
BAR BANDS 12" OC AND FLAT
4" GATE POST WITH STRETCHER
DROP ROD
GRAVITY DEVICE
LOCKABLE LATCH
C ENCLOSUREL
2" PIPE FRAME
TYPFABRIC FENCE
1 1/2" WOVEN WIRE
FINISHED GRADE
GROUND (TYP)
TYP FOR NATURAL
2" CROWN,
8"
GENERAL NOTES:
1. ALL FOOTINGS SHALL BE 4,500 PSI, 28 DAY STRENGTH
2. FOOTINGS SHALL BE CYLINDRICAL OF THE
DIAMETERS INDICATED.
3. FENCE FABRIC TO BE #9 GA. HOT GALVANIZED WIRE
WOVEN IN A 1 1/2" MESH, CYCLONE CHAIN LINK
FABRIC OR APPROVED EQUAL.
4. ALL POSTS, RAILS AND FITTINGS GALVANIZED BY HOT
DIP PROCESS.
5. ALL PIPE (RAILS AND POSTS) TO BE NOMINAL STD.
WEIGHT.
6. GATE TO OPEN 180°, EACH SIDE.
7. CHAIN LINK FENCE SHALL INCLUDE PRIVACY SLATS.
16"
4"
WALL STRUCTURE (EXTERIOR)
SET BRICK VENT WITH
CEMENT MORTAR PROVIDE
SEALANT AT PERIMETER.
3/
4"
EPOXY COATED PENN
BRICK VENT WITH FIXED
LOUVERS
2'-8"
1' M
IN
2'
M
IN
CMU WALL PER PLAN
#4 FULL HEIGHT DOWELS
FINISH GRADE
(2) #4 CONTINUOUS
SLAB PER PLAN
(2) #4 CONTINUOUS
1/4" PREMOLDED JOINT FILLER
(2) #4 CONTINUOUS SLAB PER PLAN
(2) #4 CONTINUOUS
JAMB BEYOND
1'-6"
#4 AT 18"PERMISSIBLE CJ
3" C
LR
. 1 1/
2" C
LR
6" THICK CRUSHED ROCK COMPACTED
TO 90% RELATIVE COMPACTION IN
ACCORDANCE WITH ASTM D 1557
6" SLAB - PER PLAN
#4 AT 12"
#4 AT 18"
2' M
IN
1' M
IN
2'-8"
#4 @ 18" O.C. EACH WAY
VARIES
42 MASONRY WALL FOOTING
SCALE: NTS
43 SLAB EDGE AT OPENING
SCALE: NTS
44 SLAB ON GRADE DETAIL
SCALE: NTS
8"
4"
45 HVAC UNIT ENCLOSURE DOUBLE SWING GATE DETAIL
SCALE: NTS
46 BOLLARD DETAIL
SCALE: NTS
1" CONCRETE CROWN TOP
6" SCH. 40 STEEL PIPE PAINTED
YELLOW FILLED WITH CONCRETE
1" CONCRETE CROWNTOP OF NEW GRADE
4'
3'
1'-6" Ø CONCRETE BASE
4" REFLECTIVE STRIP
FIRM NATIVE SOILS OR
ENGINEERED COMPACTED FILL
47 BRICK VENT DETAIL
SCALE: NTS
Noe H.
Morales 2022.07.11 14:05:36
TYP 90° END HOOKTYP BAR BEND DIAMETER
10 d FOR #14, #18 8 d FOR #9, #10, #11 6 d FOR #3 TO #8
D
D= b b b d b D dh d 2" MIN
TYP 180° END HOOK
4d ORb b bd D dh
2" MIN
NOTES:
1. K IS THE LESSER OF THE MASONRY COVER, CLEAR SPACING
BETWEEN ADJACENT BARS, OR 5 TIMES THE BAR DIAMETER
1. LAP EQUALS 48 BAR DIAMETERS, UNO
NOTES:
LAP
1/2"
CLR
TYP
LA
P
HORIZ WALL REINF, SEE PLANS AND
GENERAL STRUCTURAL NOTES
(2) #5 IN CELL FULL HEIGHT
HORIZ REINF, TERMINATE W/STD
HOOK AROUND VERTICAL BARS
(2) #5 IN CELL
FULL HEIGHT
DEVELOPMENT AND LAP SPLICE LENGTH FOR MASONRY
BAR SIZE
COVER
2 (IN) 4 (IN) 6 (IN)
K (IN) ld (IN) K (IN) ld (IN) K (IN) ld (IN)
#3 1.88 18 1.88 18 1.88 182 #4 2.00 25 2.50 24 2.50 24 #5 2.00 39 3.13 30 3.13 30 #6 2.00 54 3.75 39 3.75 39 #7 2.00 63 4.00 50 4.38 46 #8 2.00 72 4.00 72 5.00 60
MINIMUM TENSION EMBEDMENT LENGTHS (IN.)
FOR STANDARD END HOOKS ON REINFORCING BARS
BAR SIZE
NORMAL WEIGHT CONCRETE, f'c, PSI
3000 4000 5000 6000 #3 6 6 6 6 #4 8 7 6 6 #5 10 9 8 7 #6 12 10 9 9 #7 14 12 11 10 #8 16 14 12 11 #9 18 15 14 13 #10 20 17 16 14 #11 22 19 17 16 #14 38 33 29 27 #18 50 43 39 35 dh
48 BAR BENDS AND HOOK ENDS
SCALE: NTS
49 MASONRY DEVELOPMENT AND LAP SPLICE
SCALE: NTS
50 CMU WALL ENDS AND CORNERS
SCALE: NTS
Noe H. Morales 2022.07.11 15:35:45 -06'00'
51 VISITOR PARKING SIGN
SCALE: NTS
52 RELOCATED EXISTING SIGN
SCALE: NTS
4" LETTERING, BOLD SANS-SERIF
TYPEFACE OR APPROVED EQUAL
MIN 72"X24" VISITOR PARKING DIRECTIONAL SIGN,
BLACK WITH WHITE LETTERING OR APPROVED EQUAL
4"X4" PRETREATED WOOD POST OR
APPROVED EQUAL
ATTACH SIGN PER MANUFACTURER'S
RECOMMENDATION
COMPACTED SUBGRADE/UNDISTURBED
NATIVE SOIL (TYP)
4' MIN EMBEDMENT IN SOIL
5' M
IN
1'
(TYP)
EXISTING SIGN
4"X4" PRETREATED WOOD POST OR
APPROVED EQUAL
ATTACH SIGN PER MANUFACTURER'S
RECOMMENDATION
COMPACTED SUBGRADE/UNDISTURBED
NATIVE SOIL (TYP)
4' MIN EMBEDMENT IN SOIL
5' M
IN
1'
(TYP)
Noe H. Morales 2022.07.11 15:37:31
SIGN
SIGNSIGN
SIGNSIGN
SIGN
SIGNSIGN
SIGN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
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X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X X X X X X X
X
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
UG
P
U G P
UGP
UGP
UGP
UGP
UGP
UGP
UGP
U G P
U G P
U G P
U G P
G
AS
G
AS
G
AS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
UGP
U G P
U G P
U G P
U G P
U G P
U G P
SS
SS
UGP
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
SS
SS
SS
SS
SS
SSSSSSSS
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UG
P
UG
P
DY
H
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
N
A M
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X X X X X X X
X
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
UG
P
U G
P
UGP
UGP
UGP
UGP
UGP
UGP
UGP
U G
P
U G
P
U G
P U
G P
G
AS
G
AS
G
AS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
UGP
U G
P U
G P
U G
P
U G
P U
G P
U G
P
SS
SS
UGP
UGP
UGP
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
SS
SS
SS
SS
SS
SSSSSSSS
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UG
P
UG
P
DY
H
NORTH REF
LA-16677
STATE OF I DAHO
L
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LANDS CAPE A
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I T
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HANSE
2021-11-19 16:34
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
X X
X X
X X
X X
X X
X
X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X X X X X X X
X
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
UG
P
U G
P
UGP
UGP
UGP
UGP
UGP
UGP
UGP
U G
P
U G
P
U G
P U
G P
G
AS
G
AS
G
AS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
UGP
U G
P U
G P
U G
P
U G
P U
G P
U G
P
SS
SS
UGP
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
SS
SS
SS
SS
SS
SSSSSSSS
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UG
P
UG
P
DY
H
A
A
NORTH REF
LA-16677
STATE OF I DAHO
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LANDS CAPE A
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I T
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HANSE
SPECIFIED
NOTED.
SPECIFIED.
SPECIFIED.
SPECIFIED.
SPECIFIED.
CIVIL
NOTED.
SPECIFIED.
SPECIFIED.
SPECIFIED.
SPECIFIED.
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
4" 4"
2"
64 12"
12 164"
13 1316"
83°
MODIFIED ASH
WOOD SLATS.
30 12"
13 332"
17"
6" 18 4964"
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
BP
FS
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
L
IC
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SED
LANDS CAPE A
RCH
I T
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T
AN
GE
L
HANSE
P L O T
D A T E
P L O T T E D
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P R O J E C T
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D E P A R T M E N T
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D A T E
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U s e rs c h a rl ie .m a u c k D o c u m e n ts N W B L M D O S T R U C T c m a u c k J R M Z .r v t
S T R U C T U R A L
L E G E N D S
A N D
A B B R E V
IA
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N S
S001
S H O S H O N E
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P B
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F A L L S
6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
13:15:56-06'00'
O T
D A T E
P L O T T E D
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U s e rs c h a rl ie .m a u c k D o c u m e n ts N W B L M D O S T R U C T c m a u c k J R M Z .r v t
G E N E R A L
N O T E S
S002
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
13:16:29-06'00'
O T
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N W B L M D O S T R U C T d e ta c h e d .r v t
G E N E R A L
N O T E S
C O N T
IN
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S003
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F A L L S
COLD-FORMED STEEL:
1. ALL COLD-FORMED STEEL SHALL BE FABRICATED AND ERECTED IN
ACCORDANCE WITH MFR'S RECOMMENDATIONS AND IN ACCORDANCE WITH
THE LATEST EDITION OF "NORTH AMERICAN SPECIFICATIONS FOR THE
DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMEBERS" BY ANSI.
2. STRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY
STRUCTURAL FRAMING ELEMENTS OF THE SYSTEM. CONTRACTOR SHALL
PROVIDE ALL ACCESSORIES INCLUDING TRACKS, WEB STIFFENERS,
BLOCKING, LINTELS, CLIP ANGLES, REINFORCEMENTS, FASTING DEVICES,
BRACING, AND OTHER ACCESSORIES AS RECOMMENDED BY THE MFR. TO
PROVIDE A COMPLETE FRAMING SYSTEM.
3. STEEL FOR 54, 68 AND 97 MILS THICK (16, 14 AND 12 GAGE) STUDS AND
JOISTS SHALL HAVE A MIN. YIELD STRENGTH OF 50 KSI. STEEL FOR ALL
THINNER STUDS AND JOISTS, ALL THICKNESSES OF TRACK, ALL DIAGONAL
TENSION STRAPS AND BRACES, AND BRIDGING SHALL HAVE A MIN. YIELD
STRENGTH OF 33 KSI, STEEL SHALL BE GALVANIZED OR THOROUGHLY
COATED WITH RUST INHIBITIVE PAINT AT ALL LOCATIONS. MIMINUM
THICKNESS FOR WELDING IS 43 MLS.
4. FASTENING OF COMPONENTS SHALL BE WITH SELF-TAPPING SCREWS OR
WELDS. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH
ZINC-RICK PAINT. ALL WELDS OF CARBON SHEET SHALL BE TOUCHED UP
WITH RUST INHIBITIVE PAINT.
5. SCREWS SHALL BE SELF-TAPPING PAN HEAD, HEX HEAD, OR WAFER HEAD
SHEET METAL SCREWS. SCREWS WHICH ARE REMOVED SHALL BE
REPLACED BY A SCREW OF A LARGER DIA. WHERE THE REPLACEMENT IS
MADE INTO AN EXISTING HOLE. REPLACE ALL SCREWS WHICH STRIP OUT
MATERIAL. SCREWS SHALL BE SPACED NO CLOSER THAN 5/8" O.C. AND WITH
A MIN. FREE EDGE DISTANCE OF 1/2". CLIP ANGLES OR FLAT CLIPS USED FOR
ATTACHMENTS SHALL BE 20 GAGE MIN., U.N.O. SIZE CLIP ANGLES AND FLAT
CLIPS TO MAINTAIN MIN. SCREW SPACING AND EDGE DISTANCES NOTED
ABOVE. ALL SCREWS #8 AND LARGER SHALL HAVE A MIN. HEAD SIZE OF
5/16".
6. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN COLD-
FORMED STEEL FRAMING WORK. ALL WELDING SHALL USE E60 SERIES
ELECTRODES (MIN. ROD DIA. = 1/8") AND SHALL CONFORM WITH THE LATEST
AMERICAN WELDING SOCIETY STANDARDS.
7. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP
AND BOTTOM TRACK. U.N.O., PROVIDE DOUBLE STUDS AT ALL JAMBS,
CORNERS, INTERSECTIONS, AND BEAM BEARING.
8. WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR. SHALL BE
INSTALLED TO PREVENT BOTH WEAK AXIS BENDING AND STUD ROTATION AT
4'-0" MAX. INTERVALS. WALLS 8'-0" AND SHORTER SHALL HAVE A SINGLE ROW
OF BRIDGING AT MID-HEIGHT. ADDITIONALLY, BRIDGING SHALL BE PROVIDED
AT ROOF LINES AND WHERE NOTED ON THE DRAWINGS. SOLID BLOCKING
SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE
DRAWINGS.
9. STUD, JAMBS AND TRIMMERS SIZES WHERE NOT SPECIFICALLY NOTED ON
DRAWINGS SHALL BE 600S162-54 MIN. TRACK SIZE WHERE NOT
SPECIFICALLY NOTED SHALL BE 600T125-43 MIN. MINIMUM STUD SPACING
SHALL BE 16" ON CENTER.
10. JOISTS, STUDS, TRACK, ETC. SHALL HAVE STEEL THICKNESS AND EFFECTIVE
SECTIONS PROPERTIES AS LISTED IN THE STEEL STUD MFR.'S
ASSOCIATIONS PRODUCT TECHNICAL GUIDE, ICC ESR-3064P, OR
EQUIVALENT.
GENERAL NOTES CONTINUED
MASONRY VENEER:
1. VENEER ANCHORS SHALL BE GALVANIZED X-SEAL ANCHORS AS
MANUFACTURED BY HOHMANN AND BARNARD, INC. OR APPROVED EQUAL.
INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. PROVIDE
SEAL TAPE AND VEE-BYNA TIES. TIES SHALL BE SPACED AT 16" ON CENTER
VERTICALLY AND HORIZONTALLY.
2. ATTACH ANCHORS THROUGH SHEATHING TO STEEL STUDS.
3. SHELF ANGLES AND LINTELS: UNLESS NOTED OTHERWISE, PROVIDE 4x4x3/8
A36 MINIMUM ANGLE. EXTEND ANGLE 8-INCH MINIMUM ON EACH SIDE OF
OPENING.
4. PROVIDE 9 GA CONTINOUS WIRE JOINT REINFORCING AT 16" O.C.
5. PROVIDE MASONRY EXPANSION JOINTS AS SHOWN ON A201.
C
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OF
ESS IONAL ENGINEER
PA TRICK WA Y NE BRAGASS
A
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D E P A R T M E N T
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S P E C
IA
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S004
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
13:17:10-06'00'
6" X 12"
THICKENED
EDGE
8" STEMWALL
OVER 36" X 12"
FOOTING, TYP.
DECORATIVE CLADDING
AROUND COLUMNS PER
ARCHITECT, TYP.
5" CONCRETE SLAB W/ #4 @ 15"
O.C. E.W. OVER 6" GRANULATED
MATERIAL, INSTALL VAPOR
RETARDER PER MFR AND IBC
CH. 18.05 REQUIREMENTS
1 5
4 12
C
BB
AA
D D
6" CONCRETE APRON W/ #4
@ 18" O.C. E.W. OVER 6"
GRANULATED MATERIAL
6" CONCRETE APRON W/ #4
@ 18" O.C. E.W. OVER 6"
GRANULATED MATERIAL
6" X 12"
THICKENED
EDGE
CONTROL JOINT -
SEE TYP DETAILS
S302
9 11 14 16 186 8 13 15 17 19
42' - 8"
2' - 4"
11' - 9"
3' - 8"
17' - 9" 9' - 10 1/2" 7' - 8" 13' - 5" 4' - 4" 10' - 9" 7' - 0" 22' - 6" 18' - 2"
13' - 6" 13' - 6" 13' - 8" 13' - 9" 14' - 2" 14' - 5" 88' - 10 1/2"
S302
C2 C2
C2C2C2
C1 C1
C1 C1 C1 C1 C1
C1 C1 C1 F4
C1
C2
C1
C1
F6
C1
F4 F4
F4 F4 F4
F4 F4 F4 F4 F4 F4
F4 F6 F6 F6 F4
C2 C2
F6F6
S302
S302
P2P2P2P2P2P2
171' - 10 1/2"
S302
P2 P2
TYP
3 5/8"
S302
PARTITION
SUPPORT BEAM
AND COLUMNS -
SEE SHEET S-503
S101 S302
FLOOR
DRAINS -
TYP
RECESS CONCRETE SLAB
SURFACE AS NEEDED TO
ACCOMMODATE FLOOR
TILE INSTALLATION AND
ALLOW FOR SLOPE
TO DRAINS
C.6
B.7
/8
/8
/8
A.3
/8
TYP
1' - 6"A.2 A.2
A.4
/8
/4
/8 " C.8
16.9
41' - 2 1/8" 47' - 8 3/8"
S305
C1
F6 P2
18"
12"
PROVIDE 12"x18" DOWELS AT
DOOR THRESHOLDS, 12"
SPACING ACROSS OPENING,
MINIMUM OF (3) PROVIDED
PER OPENING.
P L O T
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N 0' 2'1'1' 3' 4' 5' 6' 7'S101
FOUNDATION PLAN10
Structural Foundation Schedule
DESIGNATION LENGTH WIDTH THICKNESS TOP REINF BOTTOM REINF NOTES
F3 3' - 0" 3' - 0" 1' - 0" --- #5 BARS @ 12" O.C. E.W.
F4 4' - 0" 4' - 0" 1' - 0" --- (5) #5 BARS EQ SPACED EW
F6 6' - 0" 6' - 0" 1' - 0" --- (6) #6 BARS EQ SPACED EW
Structural Column Schedule
DESIGNATION SIZE BASE PLATE ANCHOR RODS NOTES
C1 HSS4x4x1/4 3/4x10x0'-10" (4)3/4"Ø, 12" EMBEDMENT
C2 HSS5x5x3/8 3/4x12x1'-0" (4)3/4"Ø, 12" EMBEDMENT
1. FOR MISCELLANEOUS EXTERIOR EQUIPMENT PADS, SEE C501.
2. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR
PENETRATIONS, DRAINS, PIPING AND MISCELLANEOUS ITEMS IN SLAB.
NTSS101
Typical Threshold Dowels1
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S H E A R
W A L L
P L A N
S102
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
13:17:51-06'00'
1 5
4 12
C
BB
AA
D D
171' - 10 1/2"
9 11 14 16 186 8 13 15 19
S303
S303
42' - 8" 2' - 4" 11' - 9" 3' - 8" 17' - 9" 9' - 10 1/2" 7' - 8" 13' - 5" 4' - 4" 17' - 9" 22' - 6" 18' - 2"
S303
HSS5x2 1/2x3/16
HSS5x2 1/2x3/16
HSS5x5x1/2
HSS6x8x5/16
HSS5x2 1/2x3/16
TOS=123'-3 7/8" (HIGH)
TOS=118'-8 5/8"
TOS=116'-9 1/4" (LOW)W24x62 W18x40 W18x40 W18x40W18x40 W18x40W18x40 (LOW)(LOW)(LOW)(LOW)(LOW)(LOW)(LOW)
W18x40W18x40W18x40W24x62 W18x40W18x40 W18x40 (HIGH)(HIGH)(HIGH)(HIGH)(HIGH)(HIGH)(HIGH)
HSS5x2 1/2x3/16
HSS5x2 1/2x3/16
JOIST BEARING=
113'-6 1/16"
JOIST BEARING=
113'-4 3/8"
JOIST BEARING=
114'-0 5/8"
HSS5x2 1/2x3/16
JOIST BEARING=
120'-5 3/4"
JOIST BEARING=112'-8 5/8"
JOIST BEARING=
115'-3"
JOIST BEARING=
112'-8 1/2"
JOIST BEARING=
112'-10 3/8"
TOS=112'-1 1/4"HSS5x5x1/2 HSS5x5x1/2 HSS5x5x1/2 HSS5x5x1/2
S303
ROOF PURLINS
HSS2.5x2.5x1/4
2'-0" MAX SPACING
COLUMN IN WALL
HSS4x4x1/4
S303
ADDITIONAL PURLIN
@EDGE
COLUMN IN WALL
13' - 6" 13' - 6" 13' - 8" 13' - 9" 14' - 2" 14' - 5"
H S
S x2
/2 x3 /1
H
S S x2
/2 x3 /1
HSS5x2 1/2x3/16
H S
S x2
/2 x3 /1
H
S S x2
/2 x3 /1
H S
S x2
/2 x3 /1
H
S S x2
/2 x3 /1
ROOF PURLINS
HSS2.5x2.5x1/4
2'-0" MAX SPACING
24K7 @ 2'-6" OC
MAX SPACING
14K1 @ 2'-6" OC
MAX SPACING
ROOF PURLINS
HSS2.5x2.5x1/4
2'-0" MAX SPACING
24K4 @ 2'-6" OC
MAX SPACING
24K7 @ 2'-6" OC
MAX SPACING
24K7 @ 2'-6" OC
MAX SPACING
24K7 @ 2'-6" OC
MAX SPACING
24K7 @ 2'-6" OC
MAX SPACING
ROOF PURLINS
HSS2.5x2.5x1/4
2'-0" MAX SPACING
HSS2.5x2.5x1/4
3'-0" O.C. TYP
L3x6 EDGE
ANGEL, TYP
HSS6x8x5/16
L3x6 EDGE
ANGEL, TYP
HSS2.5x2.5x1/4
3'-0" O.C. TYP
S301
S301
S301
S301
SNOW DRIFT
AREA
S305
TYPICAL EDGE ANGLE L6x3 10 GA.
ROOF PENETRATIONS FOR SOLAR
TUBES OR MECHANICAL EQUIPMENT
SEE DETAIL 6/S303 AND A121 AND A124
JOISTS ADJACENT TO BEARING OR
SHEAR WALLS SHALL BE DESIGNED
FOR 1/2 CAMBER (TYP)
Roof Loading
DEAD: 24 PSF
LIVE: 20 PSF
SNOW: 31 PSF
SNOW DRIFT AREA: 60 PSF
1. ROOF DECK: VULCRAFT 22 GA
1.5 BA-36 GRADE 50
ACOUSTICAL DECK. 5/8" PUDDLE
WELDS AT 36/4 PATTERN AT
SUPPORTS AND PERIMETER.
(1) #10 SCREW SIDELAP PER SPAN.
2. EXTERIOR STRUCTURAL ROOF DECK
AT OVERHANGS AND EXTENSIONS
GREATER THAN 2-FT MAY BE VULCRAFT
22 GA. 1.5 B 36 GRADE 50.
Roof Deck
P L O T
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D E P A R T M E N T
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N 0' 2'1'1' 3' 4' 5' 6' 7'S103
Roof Framing Plan1
C
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/2
ROOF COMPONENT AND CLADDING LOADS-
GROSS MAXIMUMS FOR JOIST DESIGN
ZONE MAX POS MAX NEG
1 16 psf -21 psf 2 16 psf -21 psf 3 16 psf -33 psf
PR
OF
ESS IONAL ENGINEER
PA TRICK WA Y NE BRAGASS
A
REG I ST ERED
SLAB ON GRADE
100' - 0"
T.O. FOOTING
98' - 0"
BA D
116' - 9 1/4"
TOP OF BEAM
112' - 8 5/8"
JOIST BEARING
112' - 10 3/8"
JOIST BEARING
123' - 3 7/8"
TOP OF BEAM
2' - 3"
1" / 12"
3" / 12"
A.2
SLAB ON GRADE
100' - 0"
T.O. FOOTING
98' - 0"
B
2' - 3"
113' - 6 1/8"
JOIST BEARING
123' - 3 7/8"
TOP OF BEAM
JOIST BEARING116' - 9 1/4"
TOP OF BEAM
114' - 0 5/8"
1" / 12"
3" / 12"
A.2 A.4 C.8
SLAB ON GRADE
100' - 0"
T.O. FOOTING
98' - 0"
BA D
10' - 1 1/4"
8' - 1 3/4"
112' - 1 1/4"
JOIST BEARING
112' - 8 1/2"
116' - 9 1/4"
TOP OF BEAM
JOIST BEARING
JOIST BEARING
2' - 3"
1" / 12"
3" / 12"
A.2
SLAB ON GRADE
100' - 0"
T.O. FOOTING
98' - 0"
CB
113' - 4 3/8"
JOIST BEARING
116' - 9 1/4"
TOP OF BEAM 118' - 8 5/8"
JOIST BEARING
123' - 3 7/8"
TOP OF BEAM
2' - 3"
3" / 12"
A.2
SLAB ON GRADE
100' - 0"
C2
C2
C2 C2C2
14' - 0 21/32"9' - 6"9' - 6"11' - 9 3/16" C2
11' - 9" 31' - 3 1/2" 21' - 1" 15' - 1" 29' - 6" 18' - 2"45' - 0"
6 8 13 15 17 19
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40W24x62
W24x62
116' - 9 1/4"
TOP OF BEAM
123' - 3 7/8"
TOP OF BEAM
S301 S304
S301 S304
S301 S304
S301 S304
S301 S304
S301 S304
8' - 0" 8' - 0" 8' - 0"8' - 0"6' - 11 3/8"7' - 5 1/32"
A
S301 S301
HSS 4x4x1/4
FRAME COLUMN
3/16
3/16
TYP
W18x40 UPPER BEAM
W24 LOWER COLUMN
P L O T
D A T E
P L O T T E D
B Y
C H K 'D
B Y
D E S
IG
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N E D
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P R O J E C T
N O
D R A W N
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E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
D A T E
D E S C R
IP
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M A R K
A P P R O V E D
D A T E
SHEET OF
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P M
N W B L M D O S T R U C T d e ta c h e d .r v t
S T R U C T U R A L
S E C T
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N S
S301
S H O S H O N E
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0' 2'1'1' 3'4'5'6'7'S301
Section1
0' 2'1'1' 3'4'5'6'7'S301
Section3
0' 2'1'1' 3'4'5'6'7'S301
Section4
0' 2'1'1' 3'4'5'6'7'S301
Section2
0' 2'1'1' 3'4'5'6'7'S301
Section5
C
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R E
C T
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I N
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N S
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NTSS301
DETAILA
PR
OF
ESS IONAL ENGINEER
PA TRICK WA Y NE BRAGASS
A
REG I ST ERED
O T
D A T E
P L O T T E D
B Y
C H K 'D
B Y
D E S
IG
N O F F
IC
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D E S
IG
N E D
B Y
P R O J E C T
N O
D R A W N
B Y
A P P R O V E D
B Y
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R B U R E A U
O F
L A N D
M A N A G E M E N T
D A T E
D E S C R
IP
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N M A R K
A P P R O V E D
D A T E
SHEET OF
:3
:2
A M
C
U s e rs c h a rl ie .m a u c k D o c u m e n ts N W B L M D O S T R U C T c m a u c k J R M Z .r v t
S T R U C T U R A L
S E C T
IO
N S
S302
S H O S H O N E
F
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L D
O F F
IC
E R E P L A C E M E N T
M B
P B
P B B C
50 124
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ID
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
13:18:47-06'00'
File details come from the government source that posted it. Updated .