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SHEET
IDENTIFICATION
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
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PN442995 DLAWR DRAWING INDEX
SHEET No. SHEET ID SHEET TITLE
159 E-502 LIGHTING DETAILS 2
160 E-503 LIGHTING DETAILS 3
161 E-601 ONE-LINE
162 E-602 PANEL SCHEDULE 1
163 E-603 PANEL SCHEDULE 2
164 E-604 PANEL SCHEDULE 3
165 E-605 PANEL SCHEDULE 4
16 TELECOMMUNICATIONS
166 T-001 TELECOMM LEGEND
167 TD101 OVERALL TELECOMM DEMOLITION PLAN
168 TD102 DEMOLITION PLAN TELECOMM - BAY 1 NORTH
169 TD103 DEMOLITION PLAN TELECOMM - BAY 1 SOUTH
170 TD104 TELECOMM DEMOLITION PLAN - BAY 5 SOUTH
171 TS101 TELECOMM SITE PLAN
172 T-101 OVERALL TELECOMMUNICATIONS PLAN
173 T-102 TELECOMM PLAN - BAY 1 NORTH
174 T-103 TELECOMM PLAN - BAY 1 SOUTH
175 T-104 TELECOMM PLAN - BAY 2 NORTH
176 T-105 TELECOMM PLAN - BAY 3 SOUTH
177 T-601 TELECOMMUNICATIONS RISER DIAGRAM
PN442995 DLAWR DRAWING INDEX
SHEET No. SHEET ID SHEET TITLE
81 A-604 INTERIOR ROOM & FINISH SCHEDULE
09 INTERIORS
82 I-101 OVERALL FURNITURE AND FINISH PLANS
83 I-102 PARTIAL FLOOR FINISH PLAN - BAY 1 NORTH
84 I-103 PARTIAL FLOOR FINISH PLAN - BAY 1 SOUTH
85 I-104 PARTIAL FURNITURE PLAN - BAY 1 NORTH
86 I-105 PARTIAL FURNITURE PLAN - BAY 1 SOUTH
11 FIRE PROTECTION
87 FA002 FIRE ALARM SUPPLEMENTAL LEGEND AND NOTES
88 FA050 AS-BUILT PARTIAL FIRE ALARM PLAN
89 FA051 AS-BUILT PARTIAL FIRE ALARM PLAN TWO
90 FA052 AS-BUILT PARTIAL FIRE ALARM PLAN THREE
91 FA101 OVERALL FIRE ALARM PLAN
92 FA102 PARTIAL FIRE ALARM FLOOR PLAN - BAY 1 - NORTH
93 FA103 PARTIAL FIRE ALARM FLOOR PLAN - BAY 1 - SOUTH
94 FA104 PARTIAL FIRE ALARM FLOOR PLAN - BAY 3 - NORTH
95 FA105 PARTIAL FIRE ALARM FLOOR PLAN - BAY 3 - SOUTH
96 FA501 FIRE ALARM MATRIX
97 FA502 FIRE ALARM RISER DIAGRAM
98 FA503 FIRE ALARM MOUNTING HEIGHT DETAIL
99 FA504 FIRE ALARM DETAILS AND NOTES
100 FD101 FIRE PROTECTION DEMO FLOOR PLANS - BAYS 1, 2 & 3
101 FD102 FIRE PROTECTION DEMO FLOOR PLANS - BAYS 4, 5, 6 & 7
102 FD103 FIRE ALARM DEMO OFFICE SPACES
103 F-101 OVERALL LIFE SAFETY FLOOR PLAN
104 F-102 PARTIAL LIFE SAFETY FLOOR PLAN - BAY 1 - NORTH
105 F-103 PARTIAL LIFE SAFETY FLOOR PLAN - BAY 1 - SOUTH
106 F-104 PARTIAL LIFE SAFETY FLOOR PLAN - BAYS 2, 3 & 4
107 F-105 PARTIAL LIFE SAFETY FLOOR PLAN - BAYS 5, 6 & 7
108 FX101 OVERALL FIRE SUPPRESSION PLAN
109 FX102 PARTIAL FIRE SUPPRESSION FLOOR PLAN - BAY 1 - NORTH
110 FX103 PARTIAL FIRE SUPPRESSION FLOOR PLAN - BAY 1 - SOUTH
111 FX104 PARTIAL FIRE SUPPRESSION FLOOR PLAN - BAYS 2, 3 & 4
112 FX105 PARTIAL FIRE SUPPRESSION FLOOR PLAN - BAYS 5, 6 & 7
13 PLUMBING
113 P-001 LEGENDS, ABBREVIATIONS, AND GENERAL NOTES
114 PD101 PLUMBING DEMOLITION PLAN
115 P-101 PLUMBING FLOOR PLAN
116 P-501 PLUMBING DETAILS
117 P-601 PLUMBING SCHEDULES
14 MECHANICAL
118 M-001 LEGENDS, ABBREVIATIONS, AND GENERAL NOTES
119 MD101 MECHANICAL DEMOLITION PLAN
120 M-101 MECHANICAL FLOOR PLAN NORTH
121 M-102 MECHANICAL FLOOR PLAN SOUTH
122 M-301 MECHANICAL SECTIONS
123 M-401 MECHANICAL ROOM ENLARGED PLAN
124 M-501 MECHANICAL DETAILS I
125 M-502 MECHANICAL DETAILS II
126 M-601 MECHANICAL SCHEDULES
127 M-700 HVAC CONTROL LEGEND
128 M-701 CONTROL POINTS INSTRUCTIONS
129 M-702 HVAC CONTROLS I
130 M-703 HVAC CONTROLS II
131 M-704 POINTS SCHEDULE
15 ELECTRICAL
132 E-001 LEGENDS, ABBREVIATIONS, AND GENERAL NOTES
133 ED101 OVERALL ELECTRICAL DEMOLITION PLAN
134 ED102 PARTIAL ELECTRICAL DEMOLITION PLAN - BAY 1 NORTH
135 ED103 PARTIAL ELECTRICAL DEMOLITION PLAN - BAY 1 SOUTH
136 ED104 PARTIAL ELECTRICAL DEMOLITION PLAN - BAY 2 SOUTH
137 ED105 PARTIAL DEMOLITION PLAN - BAY 5 SOUTH
138 ED106 LIGHTING DEMOLITION
139 ES101 OVERALL SITE PLAN
140 ES102 SITE PLAN 1
141 ES103 SITE PLAN 2
142 ES104 SITE PLAN 3
143 ES105 SITE PLAN 4
144 ES501 SITE DETAILS
145 ES502 SITE DETAILS
146 E-101 OVERALL ELECTRICAL POWER PLAN
147 E-102 ELECTRICAL POWER PLAN - BAY 1 NORTH
148 E-103 ELECTRICAL POWER PLAN - BAY 1 SOUTH
149 E-104 ELECTRICAL POWER PLAN - BAY 2 NORTH
150 E-105 ELECTRICAL POWER PLAN - BAY 2 SOUTH
151 E-106 ELECTRICAL POWER PLAN - BAY 3 SOUTH
152 E-107 ELECTRICAL POWER PLAN - BAY 5 SOUTH
153 E-108 ELECTRICAL POWER PLAN - BAY 6 SOUTH
154 E-109 ELECTRICAL POWER PLAN - BAY 7 NORTH
155 E-110 ELECTRICAL POWER PLAN - BAY 7 SOUTH
156 E-111 LIGHTING PLAN 1
157 E-112 LIGHTING PLAN 2
158 E-501 LIGHTING DETAILS 1
PN442995 DLAWR DRAWING INDEX
SHEET No. SHEET ID SHEET TITLE
01 GENERAL
1 G-001 TITLE, LOCATION AND VICINITY MAPS
2 G-002 DRAWING INDEX
05 CIVIL
3 C-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES
4 C-002 ACCESS AND HAUL ROUTE
5 CX101 EXISTING SITE PLAN
6 CD101 DEMOLITION PLAN
7 CS101 SITE PLAN
8 CG101 GRADING PLAN
9 C-501 DETAILS 1 - SECTIONS AND SITE DETAILS
10 C-502 DETAILS 2 - PAVEMENT DETAILS
11 C-503 DETAILS 3 - HORIZONTAL GATE DETAILS 1
12 C-504 DETAILS 4 - HORIZONTAL GATE DETAILS 2
13 C-505 DETAILS 5 - SITE DETAILS
14 C-506 DETAILS 6 - FENCE DETAILS 1
15 C-507 DETAILS 7 - FENCE DETAILS 2
07 STRUCTURAL
16 S-001 GENERAL STRUCTURAL NOTES
17 S-002 GENERAL STRUCTURAL NOTES & DETAILS
18 S-101 ENLARGED PLANS
19 S-301 CHARGING STATION & SECURE STORAGE FRAMING
20 S-302 AT/FP WINDOW FRAMING
21 S-303 AT/FP WINDOW FRAMING SECTIONS & DETAILS
22 S-304 AT/FP WINDOW FRAMING SECTIONS & DETAILS
23 S-305 AT/FP WINDOW FRAMING SECTIONS & DETAILS
24 S-306 OVERHEAD DOOR FRAMING
25 S-501 STAIR PLAN, SECTIONS, AND DETAILS
26 S-502 RAMP PLAN & SECTIONS
27 S-503 FRAMING SECTIONS AND DETAILS
29 S-505 DOCK LEVELER PLAN & SECTIONS
08 ARCHITECTURAL
30 A-001 LEGENDS, ABBREVIATIONS, AND GENERAL NOTES
31 AD101 OVERALL DEMOLITION PLANS I
32 AD102 OVERALL DEMOLITION PLANS II
33 AD103 PARTIAL DEMOLITION PLAN - BAY 1 NORTH
34 AD104 PARTIAL DEMOLITION PLAN - BAY 1 SOUTH
35 AD201 DEMOLITION ELEVATIONS
36 A-101 OVERALL FLOOR AND CEILING PLAN
37 A-102 PARTIAL INTERIOR ROOF PLAN
38 A-103 PARTIAL FLOOR PLAN - BAY 1 - NORTH
39 A-104 PARTIAL FLOOR PLAN - BAY 1 - SOUTH
40 A-105 PARTIAL FLOOR PLAN - BAY 2 - NORTH
41 A-106 PARTIAL FLOOR PLAN - BAY 2 - SOUTH
42 A-107 PARTIAL FLOOR PLAN - BAY 3 - NORTH
43 A-108 PARTIAL FLOOR PLAN - BAY 3 - SOUTH
44 A-109 PARTIAL FLOOR PLAN - BAY 4 - NORTH
45 A-110 PARTIAL FLOOR PLAN - BAY 4 - SOUTH
46 A-111 PARTIAL FLOOR PLAN - BAY 5 - NORTH
47 A-112 PARTIAL FLOOR PLAN - BAY 5 - SOUTH
48 A-113 PARTIAL FLOOR PLAN - BAY 6 - NORTH
49 A-114 PARTIAL FLOOR PLAN - BAY 6 - SOUTH
50 A-115 PARTIAL FLOOR PLAN - BAY 7 - NORTH
51 A-116 PARTIAL FLOOR PLAN - BAY 7 - SOUTH
52 A-117 PARTIAL RCP - BAY 1 - NORTH
53 A-118 PARTIAL RCP - BAY 1 - SOUTH
54 A-201 WEST ELEVATIONS
55 A-202 SOUTH ELEVATIONS
56 A-203 EAST ELEVATIONS I
57 A-204 EAST ELEVATIONS II
58 A-205 INTERIOR ELEVATIONS I
59 A-206 INTERIOR ELEVATIONS II
60 A-207 INTERIOR ELEVATIONS III
61 A-301 BUILDING SECTIONS I
62 A-302 BUILDING SECTIONS II
63 A-303 BUILDING SECTIONS III
64 A-305 WALL SECTIONS I
65 A-306 WALL SECTIONS II
66 A-307 ENLARGED SECTIONS
67 A-401 ENLARGED PLANS I
68 A-402 ENLARGED PLANS II
69 A-403 ENLARGED PLANS III
70 A-501 PLAN DETAILS
71 A-502 EXTERIOR DETAILS
72 A-503 INTERIOR DETAILS
73 A-504 WINDOW DETAILS
74 A-505 DOOR DETAILS I
75 A-506 DOOR DETAILS II
76 A-507 DETAILS
77 A-508 CASEWORK DETAILS
78 A-601 WALL AND ROOF TYPE SCHEDULE
79 A-602 DOOR SCHEDULE
80 A-603 WINDOW AND FINISH SCHEDULE
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IDENTIFICATION
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
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1. DESIGN CODES:
ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
IBC 2012 INTERNATIONAL BUILDING CODE
UFC 3-301-01 STRUCTURAL ENGINEERING (LATEST EDITION)
UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS
3. MINIMUM ROOF LIVE LOADS (ASCE 7-10)
A. MINIMUM ROOF LIVE LOAD: Lo = 20 PSF
B. MINIMUM ROOF LIVE LOAD MAY BE REDUCED BASED ON TRIBUTARY AREA AND
ROOF SLOPE AS PERMITTED
4. WIND LOADS (ASCE 7-10)
A. BASIC WIND SPEED: V = 110 MPH
B. WIND DIRECTIONALITY FACTOR: Kd = 0.85 C. TOPOGRAPHIC FACTOR: Kzt = 1.0
D. EXPOSURE CATEGORY: "C"
E. INTERNAL PRESSURE COEFFICIENT: Gcpi = +/- 0.18 (ENCLOSED)
5. FOUNDATION DESIGN (PER GEOTECHNICAL REPORT)
A. FOUNDATIONS WILL BE DESIGNED IN ACCORDANCE WITH REQUIREMENTS SET
FORTH IN THE FINAL FOUNDATION ANALYSIS FOR THE DLA BUILDING 9670, JOINT
BASE LEWIS-McCHORD, WA.
B. REFER TO THE GEOTECHNICAL REPORT / CIVIL SPECIFICATIONS FOR PLACEMENT
OF FILL UNDER FOUNDATIONS, FILL PRECONSOLIDATION REQUIREMENTS AND FILL
REQUIRED PROPERTIES. A 6" THICK CAPILLARY WATER BREAK CONSISTING OF
GRANULAR MATERIAL SHALL BE PLACED UNDER ALL INTERIOR CONCRETE SLABS-
ON-GRADE. A 10 MIL VAPOR BARRIER SHALL BE PLACED DIRECTLY UNDER ALL
INTERIOR CONCRETE SLABS-ON-GRADE.
C. ALL COMPACTED FILL INSTALLATION SHALL BE INSPECTED AND APPROVED BY A
REGISTERED GEOTECHNICAL ENGINEER. A REGISTERED GEOTECHNICAL
ENGINEER SHALL INSPECT AND APPROVE BEARING MATERIALS PRIOR TO THE
PLACEMENT OF CONCRETE.
D. BACKFILL AROUND FOUNDATION WALLS SHALL BE PLACED ON EACH SIDE OF THE
WALL IN EQUAL LIFTS.
6. SEISMIC LOADS (ASCE 7-10)
RISK CATEGORY II
SEISMIC DESIGN CAT. = D
Ip = 1.0 Sds = 0.86 Sd1 = 0.51
A. DESIGN CRITERIA AND LOADS
C. NOTES (CONTINUED)
6. ALL CONCRETE IS REINFORCED UNLESS SPECIFICALLY CALLED OUT AS UNREINFORCED.
REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH SAME STEEL AS IN SIMILAR
SECTIONS OR AREAS.
7. ALL ADJOINING SURFACES NOT CAST MONOLITHICALLY SHALL BE INTENTIONALLY
ROUGHENED TO 1/4" AMPLITUDE AT EXISTING CONCRETE SURFACE FOR THE
ENTIRE INTERSECTING SURFACE. APPLY BONDING AGENT TO EXISTING
CONCRETE PRIOR TO PLACING NEW CONCRETE.
8. CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL FLOOR DRAINS, FLOOR
FINISHES, CURBS, CONCRETE PADS, AND SLAB DEPRESSIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS.
9. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS,
PIPE SLEEVES, CURBS, ETC. AS REQUIRED WITH OTHER TRADES PRIOR TO PLACING
CONCRETE.
10. CONTRACTOR SHALL COORDINATE LOCATIONS OF INSERTS, WELDED PLATES, AND
OTHER ITEMS EMBEDDED IN CONCRETE WITH ARCHITECTURAL DRAWINGS, MECHANICAL
DRAWINGS, AND OTHER TRADES.
11. ALL SLABS SHALL BE FLAT AND LEVEL PER SPECIFICATIONS. CONTRACTOR SHALL
INCLUDE IN THE BID ANY EXCESS CONCRETE REQUIRED DUE TO SUPPORT MEMBER
DEFLECTION TO ACHIEVE FLAT AND LEVEL SLABS. THE CONCRETE PLACING
PROCEDURE SHALL BE CONTROLLED TO MINIMIZE MEMBER DEFLECTION.
12. ALL REINFORCING BARS SHALL BE LAPPED AS SPECIFICALLY DETAILED ON THE
DRAWINGS. REFERENCE SPLICE AND EMBEDMENT SCHEDULE PER THE TYPICAL
CONCRETE DETAILS. WHERE NOT SPECIFICALLY DETAILED ON THE DRAWINGS, ALL
REINFORCING BARS SHALL BE LAPPED USING THE TENSION LAPPED SPLICE LENGTHS IN
THE LAP SPLICE SCHEDULE. TERMINATE BARS AT DISCONTINUOUS ENDS WITH
STANDARD HOOKS, UNLESS NOTED OTHERWISE.
1. CAST IN PLACE CONCRETE AND REINFORCEMENT
A. DESIGN CODES: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI-318-11)
B. MATERIAL STRENGTHS:
1. CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS
2. REINFORCING STEEL BARS (NOT WELDED) ASTM A615, GR. 60 KSI; TIES ASTM
A615, GR. 60 KSI; WELDED WIRE FABRIC ASTM A185
ITEM
F'c
KSI
FREEZE THAW
EXPOSURE
CLASS
SULFATE
EXPOSURE
CLASS
PERMEABILITY CORROSION
PROTECTION
ALL
CONCRETE* F1 SO PO C24.5
B. GENERAL
1. FINISHED FLOOR ELEVATION = 291.78'
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE LOCATIONS OF ALL
EMBEDDED ITEMS, CONDUITS, PIPES AND OPENINGS. REFER TO ARCHITECTURAL,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR ITEMS NOT INDICATED ON STRUCTURAL
DRAWINGS. THE CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY OF
ANY DISCREPANCY.
3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE BRACING AND SHORING FOR
ALL WORK AT ALL TIMES DURING CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIRESTOPPING ALL GAPS BETWEEN
WALLS AND OVERLYING FLOORS, DECKING, AND STRUCTURE AS WELL AS OTHER
PENETRATIONS AS REQUIRED BY ARCHITECTURAL, MECHANICAL, AND ELECTRICAL
SHEETS, AND BY THE CONTRACT SPECIFICATIONS.
5. ANTI-TERRORISM/FORCE PROTECTION (AT/FP):
A. COMPONENTS AND SYSTEMS IN EXTERIOR WALLS SHALL BE DESIGNED AND
DETAILED PER UFC 04-010-01 AND 04-010-02 TO PROVIDE A VERY LOW LEVEL OF
PROTECTION FOR THE STANDOFF DISTANCE SHOWN ON THE CIVIL DRAWINGS. SEE
SPEC 08 55 13 BLAST RESISTANT WINDOW AND DOOR SYSTEMS FOR PRESSURE
AND IMPULSE DESIGN VALUES.
B. EXTERIOR WINDOWS, WINDOW FRAMES, AND WINDOW FRAME ANCHORAGE
REQUIRE AT/FP BLAST MITIGATION DESIGN AND DETAILS. SEE SPECIFICATION
SECTIONS:
08 51 13: ALUMINUM WINDOWS
08 55 13: BLAST RESISTANT WINDOW AND DOOR SYSTEMS
08 81 00: GLAZING
C. EXTERIOR WINDOW AND DOOR GLAZING, WINDOW AND DOOR FRAMING, AND
WINDOW AND DOOR FRAME ANCHORAGE REQUIRE AT/FP BLAST MITIGATION
DESIGN AND DETAILS. NEW DOORS AND WINDOWS SHALL BE ANCHORED TO THE
CONCRETE WALL PANELS AS SHOWN IN THE ARCHITECTURAL AND STRUCTURAL
DRAWINGS.
C. MATERIAL NOTES
* WATER / CEMENT RATIO SHALL BE LIMITED TO 0.45
2. STRUCTURAL STEEL
A. DESIGN CODE: AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS"
- AISC 360 (LATEST EDITION)
- ALSO REFERENCE AISC "STEEL CONSTRUCTION MANUAL"- AISC 325 (LATEST EDITION)
B. MATERIAL STRENGTHS:
- STRUCT STEEL ROLLED SHAPES: ASTM A992, GR. 50
- MISC PLATES & BAR: ASTM A36
- STRUCTURAL STEEL TUBING: ASTM A500, GR. B
- CONNECTION BOLTS: ASTM A325N UNO
- ANCHOR RODS: ASTM F1554, GR. 36
- WELDS: (E70XX ELECTRODES) AWS D1.1
- STUD ANCHORS: ASTM A108
- EXPANSION BOLTS: G SA: A-A-1923A TYPE 4 (304S.STL)
C. STRUCTURAL STEEL SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). STEEL ERECTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF AISC AND THE OSHA STEEL ERECTION STANDARD, 29 CFR ART 1926, SUBPART R-STEEL ERECTION, EFFECTIVE DATE JANUARY 18, 2002.
D. STRUCTURAL STEEL, UNO, TO BE NEW STEEL CONFORMING TO THE REQUIREMENTS OF ASTM
A6/A6M.
E. THE STRUCTURAL STEEL FABRICATOR, AND/OR GENERAL CONTRACTOR, MUST VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AT THE SITE. ALL DISCREPANCIES FOUND ARE TO BE REPORTED TO THE ENGINEER PRIOR TO PREPARATION OF SHOP DRAWINGS. SHOP DRAWINGS ARE TO INCLUDE ALL
FIELD MEASUREMENTS AND CONDITIONS.
F. STRUCTURAL STEEL FABRICATOR IS TO PROVIDE FOR VERTICAL AND HORIZONTAL FIELD
ADJUSTMENT OF ALL SUPPORT ASSEMBLIES.
G. CUTS, HOLES, COPING, ETC REQUIRED FOR OTHER TRADES MUST BE SHOWN ON THE SHOP
DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING OF HOLES IN THE FIELD WILL NOT BE
PERMITTED.
H. ERECTION AIDS SHALL NOT BE VISIBLE IN THE FINISHED CONSTRUCTION UNLESS STEEL IS ALLOWED TO BE EXPOSED. REMOVAL OF ERECTION AIDS FOR ANY REASON SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATION THAT INCLUDE BUT ARE NOT LIMITED TO: ERECTION ANGLES, LIFT HOLES, ACCESS HOLES AND OTHER
AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE
ANGLES, BACKING BARS, BACKING RINGS, COPES AND TRANSITION TAPERS OF UNEQUAL PARTS.
J. BOLTED CONNECTIONS TO BE MADE ACCORDING TO AISC TABLE II OR III - FRAMED BEAM
CONNECTIONS. THE MINIMUM DEPTH OF THE CONNECTION MUST BE MORE THAN 75% OF THE BEAM DEPTH EXCEPT THAT BEAMS FRAMING TO COLUMNS TO HAVE FULL DEPTH CONNECTIONS USING 3/8"
MINIMUM CONNECTION ANGLES OR PLATES. COMPRESSIBLE-WASHER-TYPE DIRECT TENSION
INDICATORS, TWIST-OFF TYPE TENSION-CONTROL BOLTS/NUTS, OR TURN OF THE NUT METHOD
CONFORMING TO RCSC SHALL BE USED.
K. UNO, STRUCTURAL STEEL CONNECTIONS TO BE SHOP WELDED AND FIELD BOLTED.
L. SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE DRAWINGS WILL
NOT BE PERMITTED.
M. WELDING TO BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) "STRUCTURAL WELDING CODE-ANSI/AWS D1.1/D1.1M" (LATEST EDITION). WELDING ON MOMENT FRAMES SHALL ALSO BE IN ACCORDANCE WITH AWS "SEISMIC SUPPLIMENT ANSI/AWS D1.8/D1.8M" (LATEST EDITION).
USE E70XX ELECTRODES UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
C. NOTES
1. ALL CONCRETE OPERATIONS AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH
THE LATEST ACI AND CRSI STANDARDS.
2. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR
ADDITIONAL EMBEDDED ITEMS AND ACCESSORIES. NO CALCIUM CHLORIDE OR
OTHER DELETERIOUS SALTS ARE PERMITTED IN CONCRETE. NO ALUMINUM
EMBEDMENTS ARE PERMITTED. PROVIDE 3/4" CHAMFER AT ALL EXPOSED
CORNERS.
3. FURNISH THE FOLLOWING CONCRETE COVER ON REINFORCING BARS U.N.O.:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ......3"
B. CONCRETE EXPOSED TO WEATHER, NO. 6 THROUGH NO. 18 BARS .........2"
C. CONCRETE EXPOSED TO WEATHER, NO. 5 BAR AND SMALLER ...........1-1/2"
D. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND,
SLABS AND WALLS ....................................................................................3/4"
4. PROVIDE THE FOLLOWING CONCRETE FINISHES U.N.O.:
FOUNDATIONS PER SPECIFICATIONS
SLABS TO BE EXPOSED PER ARCH
STAIRS AND RAMPS, EXTERIOR BROOM FINISH
EQUIPMENT PADS BROOM FINISH
5. LONGITUDINAL REINFORCING IN THE FOUNDATION SHALL BE PLACED
CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING CORNER BARS
SHALL BE USED PER THE TYPICAL CONCRETE REINFORCEMENT DETAILS ON THE
CONTRACT DRAWINGS. CONCRETE PRIOR TO PLACING NEW CONCRETE.
3. STRUCTURAL WOOD
A. DESIGN, FABRICATION, AND CONSTRUCTION OF WOOD FRAMING MUST CONFORM WITH:
1. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) "TIMBER CONSTRUCTION MANUAL" (LATEST
EDITION), INCLUDING THE "CODE OF STANDARD PRACTICE - AITC 106".
2. NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) "NATIONAL DESIGN SPECIFICATIONS FOR WOOD
CONSTRUCTION" (LATEST EDITION).
B. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS SAWN LUMBER GRADING SHALL BE AS
FOLLOWS:
1) 4X AND LARGER FRAMING/POSTS DF/L NO 1
2) 2X JOISTS DF/L NO 2
3) PLATES/BLOCKING DF/L NO 2
4) STUDS DF/L NO 2
5) STUDS (PRESSURE TREATED) DF/L NO 2 (PT)
6) PLATES ON CONC (PRESSURE TREATED) DF/L NO 1
C. STUDS SHALL BE INSTALLED AT 16" ON CENTER UNLESS NOTED OTHERWISE ON THE DRAWINGS.
D. GRADE STAMP SHALL BE VISIBLE ON EVERY PIECE OF LUMBER IN PLACE (EXCLUDING BLOCKING).
E. PLYWOOD SHEATHING SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD ASSOCIATION (APA)
SPECIFICATIONS.
1) ROOF (TONGUE & GROVE): 5/8" C-D GRADE, EXPOSURE 1, 32/16 SPAN RATING.
2) WALL: 1/2" C-D GRADE, EXPOSURE 1, 15/32 SPAN RATING.
3) INSTALL PANELS WITH A 1/8" CLEAR SPACING AT ALL PANEL ENDS AND EDGE JOINTS.
F. ALL CONNECTIONS FOR JOISTS, BEAMS, TRUSSES, AND MANUFACTURED WOOD FRAMING TO BE MADE WITH
APPROPRIATE METAL HANGERS, FRAMING ANGLES, CONNECTORS, STRAPS, ETC:
1) BOLTS OR LAG SCREWS PER ASTM A 307 SPECIFICATIONS
2) NAILS TO BE COMMON NOT BOX (NAILS TO BE GALVANIZED).
3) THE QUANTITY AND SIZE OF NAILS AND OTHER FASTENERS CONNECTING WOOD MEMBERS MUST NOT BE LESS THAN THE FASTENING SCHEDULE SET FORTH IN THE APPLICABLE BUILDING CODE.
G. USE SIMPSON PBS POST BASES AND PC POST CAPS AT ALL POSTS UNO.
3. STRUCTURAL WOOD (CONTINUED)
H. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY
SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-2007. EQUIVALENT DEVICES BY
OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR
EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS
SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO
MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD
MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS
OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS
SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE
(MINIMUM) AS MEMBERS CONNECTED. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS
WITH "U" SERIES JOIST HANGERS UNO. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS
WITH "ITT" SERIES JOIST HANGERS.
I. UNLESS OTHERWISE DIRECTED ON THE DRAWINGS, MINIMUM LINTEL FOR OPENINGS IN DOUBLE
2X6 AND MINIMUM JAMB POST TO BE DOUBLE WALL STUD MEMBER.
J. WOOD IN CONTACT WITH MASONRY OR CONCRETE IS TO BE PRESSURE TREATED.
K. MEMBERS DESIGNATED AS TREATED ARE TO BE PRESERVATIVE TREATED WOOD USING WATER-
BORNE PRESERVATIVES AND TREATED IN ACCORDANCE WITH THE AMERICAN WOOD
PRESERVER'S ASSOCIATION (AWPA) STANDARDS C2 AND C9 AS APPLICABLE.
L. WOOD FASTENERS
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
SIZE LENGTHDIAMETER
6d COMMON 2" 7/64" 8d COMMON 2 1/2" 1/8" 10d COMMON 3" 9/64" 16d COMMON 3 1/2" 5/32"
B. CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL
SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND
APPROVAL. NAILS FASTENING PLYWOOD (APA RATED SHEATHING) TO FRAMING SHALL BE
DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
M. SPECIAL INSPECTIONS
PERIODIC SPECIAL INSPECTIONS FOR NAILING, BOLTING, ANCHORING, AND OTHER FASTENING
OF COMPONENTS WITHIN THE LATERAL FORCES RESISTING SYSTEM INCLUDING DRAG STRUTS,
BRACES, AND TIE-DOWNS IS REQUIRED.
4. SPECIAL INSPECTIONS
1. PROVIDE SPECIAL INSPECTIONS OF THE FOLLOWING ITEMS:
A. STRUCTURAL CONSTRUCTION - PER IBC SECTION 1705.2
B. CONCRETE CONSTRUCTION - PER IBC SECTION 1705.3
C. WOOD CONSTRUCTION - PER IBC SECTION 1705.5
2. INCLUDE SPECIAL INSPECTIONS REQUIREMENTS IN CONTRACTOR'S QUALITY
CONTROL (QCP) PLAN.
3. SEE SPECIFICATION 01 45 35 FOR SPECIAL INSPECTOR REQUIREMENTS/QUALIFICATIONS.
M
AR
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C
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TI
O
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T
3" MAX.
1'-0"1'-0"1'-0" 1'-0"
T
3" MAX.
T/4 + 1 (UNO)
SL
AB
T H
IC
KN
ES
S
SL
AB
T H
IC
KN
ES
S
SAW CUT
T/4 + 1 (UNO)
NOTES:
2. SAW JOINT AS SOON AS SURFACE IS FIRM ENOUGH NOT
TO BE TORN OR DAMAGED BY THE BLADE (USUALLY 4 TO
12 HOURS AFTER CONCRETE HARDENS).
3. EPOXY JOINT FILLER TO BE SIKADUR 51
BY SIKA CORPORATION OR APPROVED
EQUAL. MINIMUM AGE OF CONCRETE TO
BE 28 DAYS WHEN FILLED.
1. SAW CUT: 1/4" WIDE SAW CUT W/
EPOXY JOINT FILLER.
REINFORCING STEEL CUT
EACH SIDE OF CONTROL
JOINT LOCATION
T/4 MIN. JOINT DEPTH (MUST BE
AT LEAST EQUAL TO NOMINAL
AGGREGATE SIZE x 1.33)
3/4" DIA. SMOOTH DOWEL (FOR T<8")
OR 1" DIA. SMOOTH DOWEL (FOR 8"<T<12")
@ 12" O.C. GREASE ONE END.
REINFORCING STEEL
CUT EACH SIDE OF
CONTRACTION JOINT
LOCATION
3/4" DIA. SMOOTH DOWEL (FOR T<8")
OR 1" DIA. SMOOTH DOWEL (FOR 8"<T<12")
@ 12" O.C. GREASE ONE END.
FORM & SEAL
GROOVE
SEE
SPECIFICATIONS
CONCRETE SLAB JOINT DETAILS
CONTROL JOINT CONSTRUCTION JOINT
S
#8
#9
#11
#6
#10
#7
1'-6"
1'-4"
1'-9"
2'-2"
1'-11"
8'-11"
5'-7"
8'-0"
1'-6"
3'-10"
6'-4"
3'-2" 1'-2"
2'-7"
7'-2"
1'-11"
LENGTH OR
8 x DIA. OF BAR - #9 TO #11 BARS 10 x DIA. OF BAR - #14 & #18 BARS
INSIDE RADIUS OF HOOK:
6 x DIA. OF BAR - #3 TO #8 BARS
#3
SIZE
#5
DEVELOPMENT LENGTHS
#4
BAR
MIN. EMBEDMENT
7"
1'-0"
9"
2'-0"
#7
#8
#6
#4
#5
#9
4'-9"
5'-4"
2'-3"
#10
#11
SIZE
DEVELOPMENT LENGTH
BAR
REINFORCING DEVELOPMENT AND SPLICES
SPLICE LENGTH
OTHER
#3
TOPOTHER TOP
1'-6"
2'-11"
2'-6"
4'-3"
2'-0"
6'-10"
4'-3"
2'-6"
4'-11"
6'-2"
5'-6"
1'-6"
1'-11"
3'-4"
3'-9"
4'-3"
1'-2"
4'-11"
5'-6"
6'-10"
2'-11"
6'-2"
HOOKED BARS
1. REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTH SHALL BE AS SHOWN UNLESS OTHERWISE NOTED
ON THE DRAWINGS.
BEAMS OR COLUMNS:
COVER (EQUAL OR MORE) 1.0bd (BAR DIAMETER) CENTER TO CENTER (C-C) SPACING (EQUAL OR MORE) 2.0bd.
ALL OTHERS:
COVER (EQUAL OR MORE) 1.0bd CENTER TO CENTER SPACING (EQUAL OR MORE) 3.0bd.
2. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST
IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.
3. SPLICE LENGTHS SHALL BE DETERMINED BY ACI 318-11 IF ANY OF THE FOLLOWING CONDITIONS APPLY:
A) f'c < 4500 PSI B) fy > 60,000 PSI
C) THE COVER OR C-C BAR SPACING IS NOT AS LISTED ABOVE
D) THE REINFORCING STEEL IS EPOXY COATED
E) LIGHT WEIGHT CONCRETE IS USED.
4. CENTER ON CENTER SPACING (S) IS DEFINED AS BELOW:
- LAPPED REINF.
- MAIN REINF.
OF BAR
12 X DIA.
LE
N
G
TH
D
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EL
O
PM
EN
T
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PM
EN
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/2 " M
IN
4" X
D
IA
. O F
BA
R
CRITICAL
SECTION
F) THE FOLLOWING CONCRETE COVERAGE AND REINFORCING C-C SPACING:
LAP SPLICE LAP SPLICE
LA
P
SP
LI
C E
LA
P
SP
LI
C E
CORNERS
INTERSECTIONS
PLAN
OPTION #1
VERTICAL REINF.
NOT SHOWN
STD. 90° HOOK
WHERE INDICATED
VERTICAL REINF.
NOT SHOWN
PLAN
OPTION #2
STD. 90° HOOK
WHERE INDICATED
CORNER BAR
U.N.O.
STD. 90° HOOK
NOT SHOWN
VERTICAL REINF.
PLAN
WITHOUT CJ
STD. 90° HOOK
U.N.O.
WITH CJ
PLAN
NOT SHOWN
VERTICAL REINF.
DOWEL
TYP.
NOTE:
UNLESS OTHERWISE INDICATED, THE CONTRACTOR HAS THE
OPTION OF REINFORCING CORNERS IN ACCORDANCE WITH
OPTION #1 OR OPTION #2.
NOTE:
UNLESS OTHERWISE INDICATED, THE CONTRACTOR HAS THE
OPTION OF CONSTRUCTING INTERSECTIONS WITH OR WITHOUT
CONSTRUCTION JOINTS. REINFORCE PER APPLICABLE DETAIL.
HORIZ. CONC. REINF. DETAILS
SHEET
IDENTIFICATION
D R
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BY
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
K . S
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G E N
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S-301
S-3061
S-504
A S-302
B S-302
C S-302
D S-302
TYP.
TYP.
S-504
TYP.
STAIR A
SEE ENLARGED
STAIR PLAN,
1/S-501
SEE ENLARGED
RAMP PLAN,
1/S-502
STAIR B
SEE ENLARGED
STAIR PLAN,
1/S-501
FORKLIFT
CHARGING
OPERATING
SUPPLY
STORAGE
A S-302
A S-302
TYP
TYP
C S-302
S-101
TYP.
TJ
I 1
7/
8"
J
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'-0
" O .C
2' - 2"
2'
0"
NEW BOLLARD, TYP.
SAW CUT PERIMETER, TYP.
SEE DETAIL 2 ON SHEET S-504
WALL OVERHEAD
WALL
OVERHEAD COILING DOOR
OVERHEAD COILING DOOR
SHEET
IDENTIFICATION
D R
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BY
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BY
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BY
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ENGINEERS ®
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
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1/16" = 1'-0"S-101
1 ENLARGED AREA PLAN
8' 16' 32'4'12'16'
SCALE: 1/16"=1'-0"
0"
PLAN NORTH
1" = 1'-0"S-101
2 ENLARGED BOLLARD PLAN
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@ 2'-0" O.C. MAX.
40/20 ROOF SHEATHING,
SEE NOTE 1
S-503
EXISTING 5" CONCRETE
TILT-UP WALL PANEL
2x6 WALL FRAMING
@ 16" O.C., MAX.
(3) 2x10 HEADER
WITH 1/2" PLYWOOD
BLOCKING, TYP.
2x6 DBL TOP PLATE
17' - 7"
SEE ARCH FOR WALL FINISHES
OVERHEAD DOOR OPENING,
SEE S-306 FOR FRAMING ELEVATION
T.O.P.
305.11
F.F.
291.78
EXISTING ROOF
T.O. ROOF
305.75
RIM JOIST, BY CONTRACTOR.
END NAIL PER MANUF. RECOMMENDATIONS
OVERHEAD DOOR,
SEE ARCH.
(3) 2x10 HEADER
WITH 1/2" PLYWOOD
BLOCKING, TYP.
2x6 BLOCKING
SHEET
IDENTIFICATION
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BY
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BY
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ENGINEERS ®
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
K . S
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1" = 1'-0"S-301
FORKLIFT CHARGING STATION & OPERATING
SUPPLY STORAGE FRAMING
NOTES:
1. ROOF DECK SHALL BE 40/20 STRUCTURAL ROOF SHEATHING (19/32" thick) WITH 10d NAILS @ 12" AROUND PERIMETER AND @ 12" AT INTERIOR JOIST SUPPORTS.
2. JOISTS SHALL BE TJI 11 7/8" DEEP 230 SPACED AT 2'-0" O.C.
3. JOIST HANGER - 1,100 LB ALLOWABLE LOAD (W3511.88 SIMPSON)
4. DOOR HEADERS SHALL BE 3 - 2x10 DFL
5. DOOR JAMBS SHALL BE 2 - 2x6 DFL, SEE ARCH SHEETS FOR OPENING LOCATIONS
AND DIMENSIONS.
6" 1' 2'1'
SCALE: 1"=1'-0"
0"
M
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TI
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F.F.
0' - 0"
TOP OF OPENING
8' - 10"
HSS4x2x1/4
HSS4x4x1/2
HSS4x2x1/4
HSS4x2x1/4
TYP.
J
S-303
HSS4x4x1/2 HSS4x2x1/4
HSS4x2x1/4
HSS4x2x1/4
S-303 G
J
S-303
3' - 7"
HSS4x4x3/8
N
S-303
N
S-303
HSS4x4x3/8
WINDOW OPENING
SEE ARCH. FOR DIMENSIONS
WINDOW OPENING
SEE ARCH. FOR DIMENSIONS
HSS4x4x3/8
T.O. FRAMING
13' - 0 5/8"
S-305 U
S-305 V
X
S-305
W
S-305
S-305 V
SIM
W
S-305
Z
S-305
S-305 Y
S-305 Y
S-305 V
SIM
Z
S-305 W
S-305
S-303 K
S-303 K
S-303 K
TYP.
S-303
G8' - 9"FIELD VERIFY FIELD VERIFY8' - 9"
L8x4x1/2, 6" LONG @ 24" O.C.
L8x4x1/2, 10" LONG @ 24" O.C.
S-303 P
S-303 P
SIM
S-304 S
S-304 T
L8X4X1/2, 24" LONG.
(4) ADHESIVE ANCHORS
L8X4X1/2, 24" LONG.
(4) ADHESIVE ANCHORS
CONCRETE PANEL WALL NOT
SHOWN FOR CLARITY
CONCRETE PANEL WALL NOT
SHOWN FOR CLARITY
INTERIOR FACE OF CONCRETE
PANEL WALL
F.F.
0' - 0"
TOP OF OPENING
8' - 10"
HSS4x2x3/16
HSS4x2x3/16
HSS4x2x3/16
HSS4x2x3/16
E S-303
S-303 G
R
S-303
S-303 M
WINDOW OPENING
SEE ARCH. FOR DIMENSIONS
13' - 0"
2x6 TOUNGE AND GROOVE
L
S-303
CONCRETE PANEL WALL NOT SHOWN FOR CLARITY
F.F.
0' - 0"
TOP OF OPENING
8' - 10"
HSS4x2x3/16 HSS4x2x3/16
HSS4x2x3/16
HSS4x2x3/16
S-303 M
SIM
S-303 G
R
S-303
WINDOW OPENING
SEE ARCH. FOR DIMENSIONS
8' - 8"
2x6 TOUNGE AND GROOVE
L
S-303
NOTES:
1. SECTION R IN THIS SECTION IS INTENDED ONLY WHERE STEEL TUBE FRAMING ABUTS A CONCRETE WALL.
SEE ARCH. DETAILS FOR CONDITION WHERE STEEL TUBE FRAMING IS INSIDE OF WALLS.
SEE NOTE 1
CONCRETE PANEL WALL NOT SHOWN FOR CLARITY
F.F.
0' - 0"
1 2222
TOP OF OPENING
8' - 10"
HSS4x2x3/16
W8x15
HSS4x2x3/16
F
S-303
H
S-303
R
S-303
DOOR ASSEMBLY OPENING
SEE ARCH. FOR DIMENSIONS
9' - 7"6' - 8"3' - 9"
L
S-303
CONCRETE PANEL WALL NOT SHOWN FOR CLARITY
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
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2 D W
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S-302
A T/
F P W
IN
DO
W
FR
A M
IN
G
T.
C
AM
PB
EL
L
1/2" = 1'-0"S-302
B SECTION B
1/2" = 1'-0"S-302
A SECTION A
1/2" = 1'-0"S-302
C SECTION C
1/2" = 1'-0"S-302
D SECTION D
1' 2' 4'2'
SCALE: 1/2"=1'-0"
SHEET NOTES:
1. SEE ARCH. FOR COORDINATION OF WINDOW DETAILS AND FRAMING.
M
AR
K D
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C
R
IP
TI
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N D
AT
E
HSS4x2x3/16 COLUMN
EXISTING CONCRETE
PANEL WALL
8' - 10" HSS4x2x3/16 HEADER
HSS4x2x3/16 SILL
S-303 M
SEE ARCH. FOR
WINDOW OPENING
DETAILS
.3/16"
HSS
2x6 TOUNGE & GROOVE(12) 1/2" LAG SCREWS, 1 1/4" TIP PENETRATION
@ 2" SPACING
3/16"
(2) L4x3x1/4, 14" LONG
0'
8" 0'
5"
8"x15"x1/4" PLATE W/
(4) 5/8"x5 5/8" LONG
ADHESIVE ANCHORS
W8x15
6" MIN.
1/4" 1/4"
EXISTING CONCRETE
COLUMN
EXISTING 5" CONCRETE
PANEL WALL
0'
4" HSS
HSS
1/4"
1/4" EXISTING 5"
CONCRETE PANEL
W8x15
HSS4x2x3/16
COPE HSS AROUND
W8x15 BEAM
1/2"x3" EMBED. EXPANSION
ANCHORS @ 2'-0" O.C.
BOTH
SIDES
3/16" 3/16"
3 1/2"x8"x1/4" PLATE W/
(2) 5/8" A307 BOLTS
0'
3"
EXISTING 5"
CONCRETE PANEL
5/8"x3 1/2" LONG
ADHESIVE ANCHOR
L8x4x1/2, 10" LONG, @ 24" O.C.
HSS
WINDOW/DOOR
OPENING
0'
1/
2"
4"x8"x3/8" PLATE
(2) 1/2"x2 3/4" EMBEDMENT
ADHESIVE ANCHORS @ 5"
HSS
EXISTING EXTERIOR
CONCRETE WALL
0' - 2 3/4"
0' - 1 1/4"
EXTERIOR SLAB
.3/16"
HSS4x2x3/16
2x6 TOUNGE & GROOVE(12) 1/2" LAG SCREWS, 1 1/4" TIP PENETRATION
@ 2" SPACING
3/16"
12"x12"x3/16"
A36 PLATE
EXISTING 5"
CONCRETE PANEL
(2) 5/8"x3 1/2"
LONG ADHESIVE
ANCHORS @ 3"
L8x4x1/2, 10" LONG, @ 24" O.C.
HSS 4x2x1/4
WINDOW
OPENING
HSS4x4x3/8
L8x4x1/2, 6" LONG @ 24" O.C.
(2) 5/8"x3 1/2"
LONG ADHESIVE
ANCHORS
0'
1/
2"
0'
1/
2"
ALIGN FACE OF TUBE STEEL
WITH FACE OF WINDOW OPENING
3/16 3/16
3"
Q
S-303
HSS4x4x3/8
(2) 9.5"x11"x1/2" A36 PLATES
(8) 3/4" A325N BOLTS
3/
4" 2"
2" 2"
3/
4"
HSS4x4x3/8
3/16
0'
3/
4" 0'
2"
0'
2" 0'
2"
0'
3/
4"
0' - 2" 0' - 7" 0' - 2"
0' - 11"
0'
1/
2"
(8) 3/4" A325N BOLTS
HSS4x4x3/8
CL
9.5"x11"x1/2" A36 PLATE
3/16
HSS4x4x3/8
EXISTING 5"
CONCRETE PANEL
5/8"x3 1/2" LONG
ADHESIVE ANCHOR
L3x4x1/4, 10" LONG, @ 24" O.C.
HSS
WINDOW/DOOR
OPENING
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
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O W
N
W
2 D W
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4 4 2-
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H O
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AT
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P W
IN
DO
W
FR
AM
IN
G
SE
CT
IO
N S
D E
TA
IL
S
T.
C
AM
PB
EL
L
1" = 1'-0"S-303
E SECTION E
3" = 1'-0"S-303
K DETAIL K
1 1/2" = 1'-0"S-303
F SECTION F
1 1/2" = 1'-0"S-303
G DETAIL G
3" = 1'-0"S-303
H SECTION H
3" = 1'-0"S-303
J SECTION J
3" = 1'-0"S-303
L DETAIL L
3" = 1'-0"S-303
M DETAIL M
3" = 1'-0"S-303
N SECTION N
3" = 1'-0"S-303
P DETAIL P
3" = 1'-0"S-303
Q SECTION Q
6" 1' 2'1'
SCALE: 1"=1'-0"
0"
1'1'
SCALE: 1 1/2"=1'-0"
0"6" 3"9"
6"6"
SCALE: 3"=1'-0"
0"4" 2"
3" = 1'-0"S-303
R SECTION R
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1/4
1/4
HSS4x2x1/4
HSS4x4x1/2
HSS4x4x1/2
A36 GUSSET THRU PLATE,
1/2" THICK
1" MIN.
5/16 4"
5/16 4"
3/16
3/16
5/16 4"
5/16 4"
HSS4x4x1/2
1" MIN.
3/16
3/16
1" M
IN
HSS4x4x1/2
HSS4x4x1/2
HSS4x4x3/8
A36 GUSSET THRU PLATE,
1/2" THICK
5/16 4"
5/16 4"
3/16
3/16
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
W
2 D W
-1 7-
B -s/
4 4 2-
-0
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
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K . S
H O
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S-304
AT
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P W
IN
DO
W
FR
AM
IN
G
SE
CT
IO
N S
D E
TA
IL
S
T.
C
AM
PB
EL
L
3" = 1'-0"S-304
S DETAIL S
3" = 1'-0"S-304
T DETAIL T
6"6"
SCALE: 3"=1'-0"
0"4" 2"
M
AR
K D
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C
R
IP
TI
O
N D
AT
E
5/16"
HSS4x4
(4) 1/2" ADHESIVE ANCHORS,
5" EMBEDMENT DETPH
9"x13"x1"
A36 BASE PLATE
0' - 2" 0' - 2 1/2" 0' - 2 1/2" 0' - 2"
0' - 9"
W
S-305
5" E
M
BE
D M
EN
T
APPROX. 68.00°
HSS4x4x1/2
HSS 4x4x1/2
A36 BASE PLATE
29"x12"x1.25"
5/16"
1" MIN.
0' - 2" 0' - 3 1/2" 0' - 3 1/2" 0' - 5 1/2" 0' - 5 1/2" 0' - 3 1/2" 0' - 3 1/2" 0' - 2"
(12) 5/8" ADHESIVE ANCHORS,
5" EMBEDMENT DEPTH
A36 GUSSET THRU PLATE,
1/2" THICK
0' - 3 3/4" 1'
3/ 4"
5/16" 4"
5/16" 4"
3/16"
3/16
7/16"
X
S-305
2' - 5"
5" E
M
BE
D M
EN
T
0' - 2" 0' - 3 1/2" 0' - 3 1/2" 0' - 5 1/2" 0' - 5 1/2" 0' - 3 1/2" 0' - 3 1/2"
0' - 2"
0'
2" 0'
4"
0'
4" 0'
2"
(12) 5/8" ADHESIVE ANCHORS,
5" EMBEDMENT DEPTH
29"x12"x1.25"
A36 BASE PLATE
HSS4x4x1/2
1/2" A36 THRU
GUSSET PLATE
5/16"
1'
0"
2' - 5"
0'
1/
2"WALL
0'
1/
2"
9"x13"x1"
A36 BASE PLATE
HSS4x4
(4) 1/2" ADHESIVE ANCHORS,
5" EMBEDMENT DEPTH
5/16"
0' - 2" 0' - 2 1/2" 0' - 2 1/2" 0' - 2"
0'
2" 0'
1/ 2"
0'
1/
2" 0'
2"
1'
1"
0' - 9"
0'
1/
2"
WALL
5/16"
HSS4x2x1/4
(4) 1/2" ADHESIVE ANCHORS,
5" EMBEDMENT DETPH
8"x9"x1/2"
A36 BASE PLATE
0' - 2" 0' - 2" 0' - 2" 0' - 2"
0' - 8"
Z
S-305
5" E
M
BE
D M
EN
T
8"x9"x1/2"
A36 BASE PLATE
HSS4x2x1/4
(4) 1/2" ADHESIVE ANCHORS,
5" EMBEDMENT DEPTH
5/16"
0' - 2" 0' - 2" 0' - 2" 0' - 2"
0'
2" 0'
1/ 2"
0'
1/
2" 0'
2"
0'
9"
0' - 8"
0'
1/
2"
WALL
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
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BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
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TO
N
K .N
. B R
O W
N
W
2 D W
-1 7-
B -s/
4 4 2-
-0
7/
/2
3:
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PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
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AM
PB
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L
K . S
H O
O K
S-305
AT
/F
P W
IN
DO
W
FR
AM
IN
G
SE
CT
IO
N S
D E
TA
IL
S
T.
C
AM
PB
EL
L
3" = 1'-0"S-305
V DETAIL V
3" = 1'-0"S-305
U DETAIL U
3" = 1'-0"S-305
X SECTION X
3" = 1'-0"S-305
W SECTION W
3" = 1'-0"S-305
Y DETAIL Y
3" = 1'-0"S-305
Z SECTION Z
6"6"
SCALE: 3"=1'-0"
0"4" 2"
M
AR
K D
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C
R
IP
TI
O
N D
AT
E
(3) 2x10 HEADER, TYP.
(3) 2x10 HEADER
(2) 2x6 HEADER, TYP.
OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOROVERHEAD DOOR PERSONNEL
DOOR
PERSONNEL
DOOR
PERSONNEL
DOOR
(2) 2x6 HEADER, TYP.
DOUBLE 2x6 JAMB, TYPICAL
DOUBLE 2x6
JAMB, TYPICAL
POWDER ACTUATED FASTENERS
TO RESIST 200 LB SHEAR FORCE, TYPICAL.
MIN SHANK DIAM. 0.157IN. W/ 1"
EMBEDMENT DEPTH @ 16" SPACING O.C.,
MIN. OF 3
POWDER ACTUATED FASTENERS
TO RESIST 200 LB SHEAR FORCE, TYPICAL.
MIN SHANK DIAM. 0.157IN. W/ 1"
EMBEDMENT DEPTH @ 16" SPACING O.C.,
MIN. OF 3
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
W
2 D W
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4 4 2-
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7/
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PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
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PB
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K . S
H O
O K
S-306
O
VE
R
HE
AD
D
O O
R
FR
A M
IN
G
T.
C
AM
PB
EL
L
1/4" = 1'-0"S-306
1 OVERHEAD DOOR FRAMING
0"2' 4' 8'1'3'4'
SCALE: 1/4"=1'-0"
M
AR
K D
ES
C
R
IP
TI
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N D
AT
E
SEE ARCH. SHEETS
FOR RAIL DETAILS
A
S-501
B
S-501 SEE ARCH. SHEETS
FOR RAIL DETAILS
0' - 6"
#4 REBAR @ 12" O.C.,
EACH WAY
0' - 8"
1'
6"
2'
2"
0' - 8"
SEE ARCH. SHEETS
FOR RAIL DETAILS
SEE STAIR SCHEDULE
FOR DETAILS
4" CONC. SLAB
SEE ARCH & CIVIL FOR ELEV.
SEE CIVIL FOR ELEV.
SLOPE
1' - 1"
BROOM FINISH TREAD
3" CAST ALUMINUM
NOSING
0'
1/
4" 0'
3/ 4"
0' - 1"
1'
0" 0'
6"
COMPACTED FILL
NO. 4 REBAR
@ 12" O.C., E.W.
SEE ARCH. SHEETS
FOR RAIL DETAILS
EXISTING
FOUNDATION
WALL
4" RAMP SLAB
1/2" EXP. JOINT
1/2" EXP. JOINT
STAIR A - BUILDING WALL
ELEV. VARIES
SEE ARCH & CIVIL
STAIR SCHEDULE
STAIR
MARK
TOTAL
WIDTH
TREAD
DEPTH
RISER
HEIGHT
NUMBER OF
RISERS
A
B
4'-6"
DETAIL C DETAIL C 7
7DETAIL C DETAIL C
NOTES:
1. SEE SHEET A-104 FOR STAIR LOCATIONS/MARKS
2. CONTRACTOR SHALL VERIFY ALL ELEVATION/RISER HEIGHTS
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
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BU
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D
IN
G
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EH
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AM
PB
EL
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K . S
H O
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S-501
ST
A
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PL
A N
,S
EC
TI
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N S, AN
D
D
ET
A
IL
S T.
C
AM
PB
EL
L
3/4" = 1'-0"S-501
1 STAIR PLAN
1" = 1'-0"S-501
A SECTION A
6" = 1'-0"S-501
C TYPICAL RISER DETAIL
1" = 1'-0"S-501
B SECTION B
3"3"
SCALE: 6"=1'-0"
0"2" 1"
6" 1' 2'1'
SCALE: 1"=1'-0"
0"
2'2'
SCALE: 3/4"=1'-0"
0"1' 6"
M
AR
K D
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C
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TI
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N D
AT
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SEE SHEET S-501 FOR
STAIR DETAILS
F S-502
G S-502
J S-502
H S-502
4" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
4" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
6" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
CONTINUOUS SEALED EXPANSION
JOINT ALONG EXISTING WALL
6" S
LA
B
W
R
EB
AR
2" O
.C
E.
W
SEE ARCH & CIVIL FOR ELEV.
1'
0"
COMPACTED FILL
0' - 6"
4" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
1'
0"1'
- 0
4" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
1/2" JOINT
W/ SEALANT
NEW
FOUNDATION WALL
& SLAB
6" FOUNDATION WALL W/
#4 REBAR @ 12" O.C., E.W.
G S-502
18' - 9 1/2"5' - 0"
6" SLAB W/ #4 @ 12" O.C., E.W.
SEE ARCH & CIVIL
ELEVATION
F S-502
J S-502
H S-502
4' - 2 1/2"
4' - 2 1/2"
4' - 2 1/2"
1/2" JOINT,
TYP.
4" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
4" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
4" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
6" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
1'
0"
1'
0"
1'
0"
1'
0"
COMPACTED FILL,
TYP.
EXISTING WALL
12" LONG 3/4" DIAM.
DOWELS @ 24" SPACING
ALONG LENGTH OF SLAB
8' - 0"
1' - 0" 1' - 0" 1' - 0" 0' - 6"
SEALED EXPANSION
JOINT
#4 REBAR
@ 12" O.C., E.W.
#4 REBAR
@ 12" O.C., E.W. #4 REBAR
@ 12" O.C., E.W.
#4 REBAR
@ 12" O.C., E.W.
1/2" JOINT,
TYP.
1/2" JOINT,
TYP.
SEE ARCH & CIVIL
ELEVATION
4'
3/
4"
G S-502
1'
0"
1' - 0"
COMPACTED FILL
4" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
NEW
FOUNDATION WALL
& SLAB
4" SLAB W/ #4 REBAR
@ 12" O.C., E.W.
0' - 6"
1/2" JOINT W/
SEALANT
18' - 9 1/2"5' - 0"
EXISTING DOCK SLAB6" SLAB W/ #4 @ 12" O.C., E.W.
SEE ARCH & CIVIL
ELEVATION
G S-502
NEW
FOUNDATION WALL
& SLAB
1/2" JOINT W/
SEALANT
5' - 8"18' - 7 1/2"
1'
0"
1' - 0"
COMPACTED FILL
EXISTING DOCK SLAB6" SLAB W/ #4 @ 12" O.C., E.W.
SEE ARCH & CIVIL
ELEVATION
SEE ARCH & CIVIL
ELEVATION
SHEET
IDENTIFICATION
D R
A W N
BY
D
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I G N
BY
SB
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BY
S
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FI
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D
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C O
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N O
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AR
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IN
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S
SE
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D
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TR
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C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
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N U
M
BE
R
P
LO
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SC
A
LE
P
LO
T D
AT
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SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
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NG
TO
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BU
IL
D
IN
G
W
AR
EH
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IS
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
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AM
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K . S
H O
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S-502
R A
M P
PL
A N
S E
C
TI
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S T.
C
AM
PB
EL
L
1/2" = 1'-0"
RAMP PLAN
1' 2' 4'2'
SCALE: 1/2"=1'-0"
1/2" = 1'-0"S-502
F SECTION F
1/2" = 1'-0"S-502
G SECTION G
1/2" = 1'-0"S-502
H SECTION H
1/2" = 1'-0"S-502
J SECTION J
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
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40/20 ROOF SHEATHING,
SEE NOTE 1
TJI 11 7/8" 230 JOIST
@ 2'-0" O.C. MAX.
EXISTING 5" CONCRETE
TILT-UP WALL PANEL
SIMPSON TOP-FLANGE
JOIST HANGAR, OR
APPROVED EQUAL.
DESIGN BY CONTRACTOR.
D+L = 1,100 LB (ALLOWABLE)
NOTES:
1. ROOF DECK SHALL BE 40/20 STRUCTURAL ROOF SHEATHING (19/32" thick) WITH 10d NAILS @ 12" AROUND PERIMETER AND @ 12" AT INTERIOR JOIST SUPPORTS.
3x10 TREATED WOOD
JOIST LEDGER,
CONTINUOUS.
DESIGN BY CONTRACTOR.
HILTI EXPANSION ANCHORS,
OR APPROVED EQUAL.
3" MIN. EMBEDMENT.
DESIGN BY CONTRACTOR.
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
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E :
FI
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N
A M
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D
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C O
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N O
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AR
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IN
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S
SE
A
TT
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D
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TR
IC
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KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
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N U
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BE
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P
LO
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SC
A
LE
P
LO
T D
AT
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SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
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BU
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D
IN
G
W
AR
EH
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D
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JO
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BA
S E
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W
IS
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D , W
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IN
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2 D W
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4 4 2-
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7/
/2
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PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
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AM
PB
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K . S
H O
O K
S-503
FR
A
M
IN
G
SE
C
TI
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S A
ND
D
ET
A
IL
S
T.
C
AM
PB
EL
L
1 1/2" = 1'-0"S-503
6 JOIST HANGER DETAIL
1'1'
SCALE: 1 1/2"=1'-0"
0"6" 3"9"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
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HP-1 UNIT EQUIPMENT DIMENSION, SEE SHEET M-101 FOR MORE INFO.
EDGE OF EQUIPMENTEDGE OF EQUIPMENT
6" MIN. 6" MIN.
FINISHED GRADE
0'
6"
FINISHED GRADE
6" SLAB W/ #5 @ 12" E.W.
6" M
IN
8" MIN.
8" MIN.
#5 CONT., TYP.
6" M
IN
THICKENED SLAB EDGE,
ALL AROUND MIN. 12" SUBGRADE
PREPARATION COMPACTED
TO 95% ASTM D1557
CHAMFER EDGE,
TYP.
NEW BOLLARD, TYP.
SEE SHEET C-501 FOR BOLLARD DETAIL.
SEE ARCH PLAN FOR LOCATIONS.
CONCRETE SAWCUT PERIMETER,
SEE NOTE 1
NOTES:
1. CONTRACTOR SHALL SAWCUT AND REMOVE A 1'-6"x1'-6" PERIMETER OF CONCRETE SLAB
AT EACH OF THE NEW BOLLARD LOCATIONS AS SHOWN ON THE PLAN. AFTER NEW CONCRETE
HAS BEEN PLACED, CONTRACTOR SHALL SAWCUT A 1/2" DEPTH 1'6"x1'6" PERIMETER AROUND
ALL BOLLARDS. SAWCUT PERIMETER SHALL BE CENTERED AROUND THE BOLLARD.
2. CONTRACTOR SHALL EXCAVATE 1'-0" OF SOIL BELOW SLAB.
3. NEW CONCRETE PLACED AROUND THE BOLLARD SHALL BE A MINIMUM OF 1'-0" THICK, AND SHALL
MATCH THE EXISTING TOP OF SLAB ELEVATION.
4. NEW CONCRETE SHALL BE REINFORCED WITH A NEW #4 @ 6" CAGE.
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
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C O
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TR
AC
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N O
S O
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AR
M
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O R
PS
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F
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G
IN
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S
SE
A
TT
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D
IS
TR
IC
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C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
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N U
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BE
R
P
LO
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SC
A
LE
P
LO
T D
AT
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SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
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BU
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D
IN
G
W
AR
EH
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O
D
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BA
S E
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W
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D , W
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
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AM
PB
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K . S
H O
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S-504
T Y
PI
C A
L D
E T A
IL
S
T.
C
AM
PB
EL
L
1" = 1'-0"S-504
1 EQUIPMENT PAD DETAIL
3" = 1'-0"S-504
2 TYP. BOLLARD SAWCUT DETAIL
2'2'
SCALE: 3/4"=1'-0"
0"1' 6"
6" 1' 2'1'
SCALE: 1"=1'-0"
0"
6"6"
SCALE: 3"=1'-0"
0"4" 2"
M
AR
K D
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C
R
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TI
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N D
AT
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DOCK LEVELER,
COORD W/ ARCH.
8" CONC WALL
W/ #4 @ 12" EF HORIZ.,
AND #5 @ 10" EF VERT.
PAVING, SEE CIVIL
(5) LONGITUDINAL
#4 BARS
#4 @ 12"
EXISTING FOUNDATION
6" CAPILLARY LAYER
MIN. 12" SUBGRADE PREPARATION
COMPACTED TO 95% ASTM D1557
6" SLAB W/ #5 @ 12" O.C., E.W.
1'
0"
6' - 0"VARIES
3' - 0"
1'
6"
1'
6"
3' - 0"(5) LONGITUDINAL
#4 BARS
#4 @ 12"
EXISTING
LOADING
DOCK
3/4" DOWELS @ 12" O.C.
FI
N
I H
SE
D G
R
AD
E
"B
EL
O
W
8" CONC WALL
W/ #4 @ 12" EF HORIZ.,
AND #5 @ 10" EF VERT.
6" SLAB W/
#5 @ 12" O.C., E.W.
1/2" JOINT
W/ SEALANT
6" CAPILLARY LAYER
1' -0
JOINT TO BE SEALED WITH
FLEXIBLE JOINT MATERIAL L3x3x3/16 CONT. W/
1/2" DIAM x 6" H.S. @ 12" O.C., TYP.
L3x3x3/16 CONT. W/ 1/2" DIAM x 6" H.S. @ 12" O.C., TYP.
SLOPE
SEE ARCH FOR DOCK BUMPER
DOCK LEVELER,
COORD W/ ARCH.
8" CONC WALL
W/ #4 @ 12" EF HORIZ.,
AND #5 @ 10" EF VERT.
EXISTING FOUNDATION
6" CAPILLARY LAYER
MIN. 12" SUBGRADE PREPARATION
COMPACTED TO 95% ASTM D1557
6" SLAB W/ #5 @ 12" O.C., E.W.
6' - 0"VARIES
3' - 0"
1' -6
(5) LONGITUDINAL
#4 BARS
#4 @ 12"
EXISTING
LOADING
DOCK
3/4" DOWELS @ 12" O.C.
8" CONC WALL
W/ #4 @ 12" EF HORIZ.,
AND #5 @ 10" EF VERT.
6" SLAB W/
#5 @ 12" O.C., E.W.
6" CAPILLARY LAYER
1' -0
JOINT TO BE SEALED WITH
FLEXIBLE JOINT MATERIAL
3' - 0"
(5) LONGITUDINAL
#4 BARS
6" SLAB W/ #5 @ 12" O.C., E.W.
6" CAPILLARY LAYER
7' - 2"
8" CONC WALL
W/ #4 @ 12" EF HORIZ.,
AND #5 @ 10" EF VERT.
3' - 0"
1' -6
(5) LONGITUDINAL
#4 BARS
#4 @ 12"
1' -0
PAVING, SEE CIVIL1/2" JOINT
W/ SEALANT
FI
N
IS
H
ED
G
R
AD
E
"B
EL
O
W
1' -6
#4 @ 12"
1' -0
L3x3x3/16 CONT. W/ 1/2" DIAM x 6" H.S. @ 12" O.C., TYP. L3x3x3/16 CONT. W/
1/2" DIAM x 6" H.S. @ 12" O.C., TYP.
L3x3x3/16 CONT. W/ 1/2" DIAM x 6" H.S. @ 12" O.C., TYP.
30.00°
6'
- 0
6' - 0"
2' -0
SEE ARCH FOR
DOCK BUMPER
90.00°
60.00°
EXISTING LOADING DOCK
DOWEL NEW SLABS TO EXISTING LOADING DOCK,
3/4" DIAM. DOWELS, 1'-0" LONG @ 12" SPACING
S-505 90.00°
6' - 4 3/4"
SAWCUT JOINT
7' - 2"
60.00°
DOWEL NEW SLABS TO EXISTING LOADING DOCK,
3/4" DIAM. DOWELS, 1'-0" LONG @ 12" SPACING
JOINT TO BE SEALED WITH
FLEXIBLE JOINT MATERIAL5
S-505
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
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D
AT
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C O
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TR
AC
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N O
S O
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AT
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N O
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AR
M
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O R
PS
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F
EN
G
IN
EE
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S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
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JU
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BU
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D
IN
G
W
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EH
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D
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JO
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BA
S E
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W
IS
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D , W
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2 D W
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4 4 2-
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7/
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3:
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PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_Structural_G3ENEBS9.rvt
K . S
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AM
PB
EL
L
K . S
H O
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S-505
D O
CK
LE
VE
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R
PL
A N
S E
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TI
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S T.
C
AM
PB
EL
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3/4" = 1'-0"S-505
4 DOCK LEVELER - SECTION 4
3/4" = 1'-0"S-505
5 DOCK LEVELER - SECTION 5
1/2" = 1'-0"S-505
3 DOCK LEVELER PLAN M
AR
K
D
ES
C R
IP
TI
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D
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DRAWING ABBREVIATIONS ARCHITECTURAL LEGEND
A-100
DESIGN DISCIPLINE: A - ARCHITECTURE
SHEET NUMBER WITHIN SERIES
ANNOTATION CALLOUTS
PROJECT GENERAL NOTES
1. REPETITIVE FEATURES NOTED TYPICAL ON THE DRAWINGS SHALL BE COMPLETELY
PROVIDED AS IF DRAWN IN FULL. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS
SHALL BE COMPLETELY PROVIDED AS IF NOTED IN FULL.
2. DIMENSIONS ARE DRAWN TO THE FACE OF CONCRETE AND FRAMING UNLESS NOTED
OTHERWISE, EXCEPT WHERE WALLS ALIGN WITH GRID LINES. GRID LINES INDICATE THE
CENTERLINE OF STRUCTURAL ELEMENTS, UNLESS NOTED OTHERWISE.
3. EXTERNAL CORNERS ON EXPOSED CONCRETE WALLS SHALL BE CHAMFERED 3/4"
TYPICAL, UNLESS OTHERWISE NOTED.
4. REPAIR OR REPLACE SURFACES DAMAGED DURING CONSTRUCTION TO MATCH ADJACENT
FINISHED CONDITION. THE CONTRACTING OFFICER SHALL DETERMINE WHEN REPLACEMENT
IS REQUIRED FOR ACCEPTABLE APPEARANCE.
5. SELECTION OF EXTERIOR MATERIALS SHALL FOLLOW COLOR AND PATTERN MATCH
REQUIREMENT INDICATED. FIELD COMPARE MATERIALS TO CONFIRM MATCH WITH OTHER
PROJECT BUILDINGS OR EXISTING CONSTRUCTION.
6. DOOR AND ROOM NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION PURPOSES.
VERIFY NUMBERING SCHEME WITH CONTRACTING OFFICER AND TENANT UNIT PRIOR TO
FABRICATING PERMANENT LABELS AND SIGNAGE.
7. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED
WOOD. ISOLATE P.T. WOOD FROM METALS.
8. SIZE FIRE EXTINGUISHER CABINETS TO HOUSE ONE, NFPA 10 COMPLIANT 10 LB - TYPE ABC
EXTINGUISHER, UNLESS NOTED OTHERWISE.
9. CONTRACTOR SHALL PROVIDE APPROPRIATE SHIMMING MATERIAL, (WOOD, METAL OR
OTHER AS PERMITTED BY IBC) AS REQUIRED TO BRING CONSTRUCTION WITHIN SPECIFIED
TOLERANCES AND DIMENSIONS. CONTRACTOR SHALL TRIM ITEMS TO FIT AND OTHERWISE
ENSURE PROPER INSTALLATION OF WORK.
10. ARCHITECTURAL DETAILS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND
EXTENT OF THE PROJECT. THEY ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK.
DETAILS NOTED "TYPICAL" APPLY TO SIMILAR WORK THROUGHOUT THIS BUILDING UNLESS
NOTED OTHERWISE.
11. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION
AND ALL JOB RELATED SAFETY STANDARDS.
12. THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF THE WORK REQUIRED
IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT
PROPERLY. IF THE CONTRACTOR FINDS DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS OR SPECIFICATION, THEN THE CONTRACTOR SHALL NOTIFY THE CONTRACTING
OFFICER IMMEDIATELY. THE CONTRACTOR SHALL WORK TO HAVE ALL DISCREPANCIES
RESOLVED WELL IN ADVANCE OF ACTUAL CONSTRUCTION OCCURRING.
13. FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL AND TELECOMMUNICATIONS
FEATURES OR INFORMATION SHOWN ON ARCHITECTURAL DRAWINGS IS FOR COORDINATION
AND LOCATION PURPOSES ONLY. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR
SPECIFIC DESIGN INFORMATION ON COMPONENTS AND SYSTEMS.
14. FLASHING COLOR SHALL MATCH ADJACENT WALL OR ROOF COLOR, UNLESS OTHERWISE
NOTED.
15. CONTRACTOR MAY ONLY OCCUPY THREE (3) WAREHOUSE BAYS CONCURRENTLY. AT
LEAST FOUR (4) WAREHOUSE BAYS MUST REMAIN OPERATIONAL FOR THE DEFENSE
LOGISTICS AGENCY AT ALL TIMES. THE CONTRACTOR MUST NOTIFY THE DLA AT LEAST 90
DAYS PRIOR TO OCCUPYING OR BEGINNING WORK IN ANY WAREHOUSE BAY.
16. AT LEAST FOUR (4) FORKLIFT CHARGING STATIONS MUST BE OPERATIONAL AND
ACCESSIBLE TO THE DEFENSE LOGISITICS AGENCY AT ALL TIMES DURING CONSTRUCTION.
DO NOT DEMOLISH EMERGENCY SHOWER/EYE WASH STATIONS PRIOR TO DEMOLISHING
FORKLIFT CHARGING STATIONS THAT ARE INTENDED TO STAY IN USE DURING
CONSTRUCTION.
2A
ROOM NAME
PLAN NORTH
NAME
ELEVATION
A-101
A-101
DRAWING SYMBOLS
DIRECTION OF VIEW
LETTER INDICATES BUILDING SECTION
NUMBER INDICATES ELEV OR DETAIL
PLATE NUMBER WHERE
SECTION/DETAIL IS DRAWN
NUMBER INDICATES DETAIL NO.
PLATE NUMBER WHERE DETAIL IS DRAWN
DIRECTION OF VIEW
PLATE NUMBER WHERE ELEVATION
IS DRAWN
ELEVATION DRAWING NUMBER
INTERIOR ELEVATION DRAWING NUMBER
PLATE NUMBER WHERE ELEVATION IS
DRAWN
DIRECTION OF VIEW
4A-101
SEE LOUVER SCHEDULES, SHEET A-602
WALL TYPE DESIGNATOR
SEE WALL TYPES SCHEDULE,
SHEETS A-601
ROOM NAME
ROOM NUMBER
SURFACE DESCRIPTION
FINISHED ELEVATION
DOOR MARK
SEE DOOR SCHEDULE, SHEET A-602
GRIDLINE REFERENCE
SHEET KEYNOTE
TRUE NORTH DIRECTION
PLAN NORTH DIRECTION
SHEET NUMBERING SYSTEM
LOUVER MARK
A
AB
ACC
ACM
ACS
ACT
ADJ
ADM
A.F.F.
AIB
ALUM
A/M
ANOD
APPROX
ARCH
AT/FP
B
BD
BET
BLDG.
BLKG
BOT
BRKT
BUR
C
CBU
CDR
C.F.C.I
CG
C.I.
C.I.P.
CJ
CL
CLG
CLR.
CMT
CMU
COL.
C…
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