HomeMy WebLinkAboutPLANS 2 - 22-00566 - Titan Steel OfficeGENERAL NOTES
TITAN STEEL
NEW FACILITY
Gv
DESIGN STANDARDS
GOVERN I NG BUILDING GORE
2018 150
1.
CONTRACTOR SHALL COORDINATE JRW DRAWINGS, EQUIPMENT
FIRE 5UPPRE55I ON LOAD
MANUFACTURERS DRAWINGS AND PRE-ENGINEERED METAL BUILDING
DEAD LOAD
DRAWINGS WHERE APPLICABLE.
2.
ALL CONSTRUCTION TO BE TO CURRENT ADOPTED CODES AND REGULATION
SNOW LOAD
OF LOCAL JURISDICTION.
3.
PRIOR TO ANY EXCAVATION, CONTRACTOR TO VERIFY AND LOCATE ALL
LOFT LEVEL
UNDER GROUND UTILITIES.
4.
PROVIDE FIRE BLOCKING IN STUD WALLS PER IBC SECTION 716.2 AND AT
L I YE LOAD:
10'-0" O.C. MAX. BOTH VERTICALLY AND HORIZONTALLY AND AT CEILING
5TA I R
INTERSECTIONS.
5.
ALL PROJECT CONSTRUCTION TO MEET CURRENT ANSI, ADA -AG, AND IBC
L I YE LOAD:
REQUIREMENTS, INCLUDING SIGNAGE, DOOR HARDWARE, CLEARANCES, AND
WIND DESIGN:
OTHER REQUIREMENTS.
6.
DO NOT SCALE DRAWINGS.
7.
CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SUBCONTRACTORS
5E15MIC DESIGN:
AND WORK.
8.
BUILDING MANUFACTURER SHALL PROVIDE ALL TRIM, CLOSURE PIECES,
SOILS:
CORNERS, ETC. FOR A WEATHER -TIGHT AND INSECT RESISTANT BUILDING.
9.
MAXIMUM SLOPE AT DOOR LANDINGS AND CROSS SLOPE SHALL NOT
MINIMUM FR05T COYER
EXCEED 2%
10.
EXIT LIGHTING AND EXIT SIGNS SHALL COMPLY WITH SECTION 1008 AND
1013.
11.
PER TABLE C402.1.3 OF THE IECC BUILDING PERIMETER SHALL RECEIVE A
MINIMUM OF R10 INSULATION, A MINIMUM OF 24" BELOW SLAB
TITAN STEEL
NEW FACILITY
Gv
DESIGN STANDARDS
GOVERN I NG BUILDING GORE
2018 150
GRAVITY DESIGN MINIMUM:
No.
FIRE 5UPPRE55I ON LOAD
NO
DEAD LOAD
G1.1
ROOF
20 P5F
SNOW LOAD
A1.1
ROOF SNOW
al P5F
LOFT LEVEL
DEMO LOAD:
20 P5F
L I YE LOAD:
100 P5F
5TA I R
DEAD LOAD:
60 P5F
L I YE LOAD:
100 P5F
WIND DESIGN:
BA51 G WIND SPEED (5 SEG. GUST)
120 MPH
EXF05URE
G
5E15MIC DESIGN:
CONSULTANTS:
5E15MIC
D
SOILS:
501L BF -AR I NG FRF-55URE
1500 P5F
MINIMUM FR05T COYER
36 I NCHE5
IDAHO
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No.
GENERAL
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COVER SHEET & INDEX TO DRAWINGS
G1.1
CODE SHEET, STANDARD ADA REQUIREMENTS
ARCHITECTURAL
A1.1
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A1.2
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STRUCUTRAL
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5. ITEMS SHOWN HERE ARE FOR INFORMATION ONLY. GENERAL D
CONTRACTOR TO VERIFY ALL APPLICABLE ITEMS 4 MOUNT PER 0 CONSULTANTS:
ADA REQUIREMENTS WHERE APPLICABLE.
6. FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED, OR
APPROVED SELF - GL05IN6 VALVES (MIN. 10 SEG OPEN FLOW), V)
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POOR OFEN I NG A I STH REOU I REMENTS GLZA1�ANOE AT POO q. ALL PLLUU APPROACH OPEN DEGREES in
MBING FIXTURES 8 APPLIANCES SHALL HAVE MIN. 30" X o
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SCALE: N.T.S. 5GALE: N.T.S. 10. ALL PLUMBING FIXTURES, APPLIANCES 4 TELEPHONES IN PUBLIC
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push side push side, door provided with
Q STAFF 128
both closer and latch CHECKED BY: DATE:
CLEARANCE AT DOOR APPROACH CLEARANCE $r=TAr=r=N 1:�00RS BAM NOV. '22
SCALE: N.T.S. SCALE: N.T.5. PLOT DATE: 11-05-22
DRAWING N0.
FILE: 928 -G1.1 -CODE * G1.1
JRW t Associates, PLLChas provided life
safety code review only. No review of
construction documents for constructibility, G1.1
zoning compliance, placement on site, etc.
have been performed.
OF 2
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2
MAIN 1...EY'EL FLOOR PLAN - LIFE SAFETY
5cALE: 5116°=r -V
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construction documents for constructibility,
5 6 zoning compliance, placement on site, etc. 7
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PURLINS
2 HOUR RATED
FIRE BARRIER
2 HOUR RATED FIRE BARRIER, WALL.
MUST EXTEND TO OUT METAL
SHEATHING, FIRE CAULK VOIDS
BETWEEN WALL, EXT. METAL
SHEATHING, & GIRTS TYP.
150' — 2 1 /2"
EXIT SIGN WITH FIRE BARRIER 1
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UL U301
Interior Partition - Wood Stud (Load -Bearing)
Fire Rating System Thickness STC
2 hours 8 in. 40
' {406 mmJ ' »rr> » » ] ` a7., ,nn,j r (406 mmj ASSEMBLY DETAILS
Gypsum Panel: I layer 5/8" [15.9 mm] Sheetrock@ EcoSmart Gypsum Panel
(UL Type ULIX-)
Gypsum Panel: l layer 5/8" [15.9 mm] SheetrockCR EcoSmart Gypsum Panel
(UL Type ULIX'')
Wood Studs: l layer 2" x 6" [38 x 140 mm] Wood Studs, 16" [406 mm] 0.C-
Insulation:l layer 5-1/2" [140 mm] Fiberglass insulation
Gypsum Panel: l layer 5/8" [15.9 mm] Sheetrocka EcoSmart Gypsum Panel
(UL Type ULIXI)
Gypsum Panel: l layer 5/8" [15.9 mm] Sheetrock0 EcoSmart Gypsum Panel
(UL Type ULIX-)
I I I I I I I
JRW & Associates, PLL Chas provided life
safety code review only. No review of
construction documents for constructibility,
2 3 4 5 6 zoning compliance, placement on site, etc. +�
have been performed. —
UPPER LEVEL FLOOR FLAN - LIFE SAFETY
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NOVEMBER
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STATE OF
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JOB NO:
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C128
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NOS/.
'22 I
PLOT DATE: 11-05-22
DRAWING NO.
FILE: 928—A1.2 * A1.2
I
A 1. 2
OF 2
53'- 0"
u
26-0" 1'-23/4" 10'-0"
25'-0" 1 25'-0"
FRAMING PLAN
scaLeane°=iso^
BEARING WALL
2x4 @ 16" O.C.
TYPICAL
FIRE BARRIER
BEARING WALL
2x6 @ 16" O.C.
TYPICAL
13'
3'-0"
BEAM
g4
(2)1-1/2"x 14" 1.5E LSL (DROP BEAM)
62
(2)1-1/2"x 14"1.5E LSL (FLUSH BEAM)
B3 (2) 2x8
INTERIOR COLUMN. TYP.
4"x4"x1/4" TUBE STEEL COLUMN WITH 6" LONG
SADDLE, 8"x8"x3/8" PLATE WITH (4) 1/2" DIA. x 9"L
ANCHOR BOLTS
FOOTING
12" THICK x 30" SQUARE WITH (2) #4 REBAR EACH
WAY AT BOTTOM
INTERIOR BEARING WALL. TYP.
2x4 AT 16" O.C. W/ 7/16" APA RATED WOOD
SHEATHING ONE SIDE. ATTACH WITH 6d NAILS AT 6"
O.C. PERIMETER AND 12" O.C. FIELD
WITH 5/8" DIA. x 8"L ANCHOR BOLTS @ 48" O.C.
FOOTING
10" THICK x 18" WIDE CONT. FOOTING WITH (2) #4
CONT. REBAR AT BOTTOM
GENERAL NOTES
1. DIFFERED SUBMITTALS
8.
METAL BUILDING SHOP DRAWINGS, BY OTHERS
b.
FLOOR JOISTS, BY SUPPLIER
C.
FOUNDATION, BY OTHERS
d.
ELECTRICAL, SUPPLIER
e.
MECHANICAL, BY SUPPLIER
I.
SITE, BY OTHERS
2. CONTRACTOR SHALL COORDINATE JRW DRAWINGS
W/ EQUIPMENT MANUFACTURES, AND METAL BUILDING
DRAWINGS
3. ALL CONSTRUCTION TO BE TO CURRENT ADAPTED CODES
AND REGULATION OF LOCAL JURISDICTION
4. PROVIDE FIRE BLOCKING IN STUD WALLS PER IBC 718.2
5. PRIOR TO EXCAVATION, CONTRACTOR TO VERIFY AND
LOCATE ALL UNDERGROUND UTILITIES
6. ALL CONSTRUCTION SHALL COMPLY WITH CURRENT ANSI,
ADA -AG, AND IBC REQUIREMENTS, INCLUDING BUT NOT
LIMITED TO SIGNAGE, DOOR HARDWARE, AND CLEARANCES
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF
DIFFERED SUBMITTALS AND ALL SUBCONTRACTORS
8. BUILDING MANUFACTURE SHALL PROVIDE ALL TRIM,
CLOSURE PIECES CORNERS, ETC. FORA WEATHER AND
INSECT TIGHT ENVELOPE
GUARDRAIL
HANDRAIL -
MAX
11" MIN
DIA. MAX
TYPICAL STAIR SECTION
SCALE: I" - I'-6`
JRW & Associates, PLLC has provided life
safety code review only. No review of
construction documents for constructibility,
zoning compliance, placement on site, etc.
have been performed.
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AR -2561
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REVISION:
DRAWN BY:
JOB NO:
BAM
928
CHECKED BY:
DATE:
BAM
NOV. '22
PLOT DATE: 11-09-22
DRAWING NO.
rit£: 928 -SV • SM
S1.1
OF