Attachment_2_-_FA4418-17-R-0020_-_Drawings.pdf
PDF 44 MB Posted
- Attached to
- Repair Consolidated CES Facility, Bldg 909 Federal contract opportunity
- Solicitation number
- FA4418-17-R-0020
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Attachment 2 - FA4418-17-R-0020 - Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA4418-17-R-0020-0005.pdf | ||
| FA4418-17-R-0020-0004.pdf | ||
| NWS_bldg5,_36,_71_Sewage_ANSI_A.PDF | ||
| Bldg._909_(Dwg_Set).pdf | ||
| Bldg._71_(Dwg_Set).pdf | ||
| Bldg_71_Asbestos_Survey.pdf | ||
| Q&A_-_DKGV_11-2127_-_Bldg_909.pdf | ||
| FA4418-17-R-0020-0002.pdf | ||
| NWS_bldg5,_36,_71_Water_ANSI_A.pdf | ||
| Bldg._36_(Dwg_Set).pdf | ||
| Bldg._5_(Current_Floor_Plan).pdf | ||
| Bldg._5_(Dwg_Set).pdf | ||
| Bldg_5_Asbestos_Inspection.pdf | ||
| NWS_bldg5,_36,_71_Electrical_ANSI_A.pdf | ||
| Bldg_5_Asbestos_Survey.pdf | ||
| Bldg_36_Asbestos_Survey.pdf | ||
| FA4418-17-R-0020_PreProposal_Site_Visit_Sign-In_Sheet.pdf | ||
| FA4418-17-R-0020-0001.pdf | ||
| Attachment_4_-_FA4418-17-R-0020_-_Green_Procurement_Form.pdf | ||
| Attachment_3_-_FA4418-17-R-0020_-_Wage_Determination.pdf | ||
| Attachment_1_-_FA4418-17-R-0020_-_Specifications.pdf | ||
| FA4418-17-R-0020_-_Solicitation.pdf |
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Text version
G
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DKGV: 11-2127
CES RENOVATION, WS BLDG 909
JOINT BASE CHARLESTON (WEAPONS STATION)
SOUTH CAROLINA
STRUCTURAL ENGINEER MEP & FP ENGINEER CIVIL ENGINEER
ARCHITECT
ADC ENGINEERING
1226 YEAMANS HALL ROAD
HANAHAN, SOUTH CAROLINA 29410
(843)566.0161
DWG, INC.
1099 ANNA KNAPP BOULEVARD, SUITE 202
MOUNT PLEASANT, SOUTH CAROLINA 29464
(843)849.1141
FORSBERG ENGINEERING, INC.
PO BOX, 30575
CHARLESTON, SOUTH CAROLINA 29407
(843)571.2622
Glick/Boehm & Associates 493 King Street, Suite 100
Charleston, SC 843.577.6377
ENVIRONMENTAL ENGINEER
& GEOTECHNICAL ENGINEER
S&ME, INC.
620 WANDO PARK BLVD.
MOUNT PLEASANT, SC 29464
(843)884.0005
FEBRUARY 28, 2017
1179187112C Typewritten Text Solicitation FA4418-17-R-0020 Attachment 2
1179187112C Typewritten Text
FIRE
STATION
BUILDING 90
FIR
STA
BU
CHARLESTON
GEORGETOWN
BEACH
MYRTLE
WILMINGTON
CHARLOTTE
ORANGEBURG
FLORENCE
COLUMBIA
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SOUTH CAROLINA
NORTH CAROLINA
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MARK CLARK
EXPRESSWAY
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GENERAL PROJECT NOTESPROJECT SITE MAP
SITE MAP
SOUTH CAROLINA MAP
WEAPONS STATION MAP SHEET INDEX
PROJECT
SITE
BUILDING 909
WEST OLD TOM ROAD
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FIRE
STATION
BLDG. 9190
BLDG 71
BLDG 36
BLDG 13
BLDG 15
BLDG 5
JBC
WEAPONS
STATION
PROJECT
LOCATION
1. BEFORE BEGINNING CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY EXISTING CONDITIONS AND COMPARE RESULTS WITH INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. REPORT ANY INCONSISTENCIES TO THE CONTRACTING
OFFICER.
2. PAINT, PATCH AND/OR REPAIR ALL AREAS/SURFACES WHERE CONSTRUCTION OR EQUIPMENT LEAVES EXPOSED CONSTRUCTION OTHER
THAN SMOOTH AND FLUSH.
3. ROOM/DOOR NUMBERS SHOWN ARE FOR CONSTRUCTION PURPOSES ONLY.
4. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL NOTES AND REFERENCES.
5. THE INTEGRITY OF EXISTING FIRE RATED ASSEMBLIES SHALL BE MAINTAINED DURING THE DEMOLITION AND THROUGHOUT CONSTRUCTION AND HOLES
OR OTHER OPENINGS CREATED BY THE REMOVAL OF ANY MATERIAL SHALL BE FILLED, PATCHED OR INFILLED WITH AN APPROVED UL SYSTEM. VERIFY WALLS INDICATED ON PLANS AS BEING RATED ARE PERMANENTLY IDENTIFIED. IF NO IDENTIFICATION IS PRESENT, PROVIDE EITHER A PERMANENTLY FIXED SIGN OR STENCIL IN ALL CONCEALED SPACES CONSISTING OF 3 INCH HIGH LETTERS IN A CONTRASTING COLOR SPACED A MAXIMUM OF 12 FEET ON CENTER WHICH STATES: 1-HOUR FIRE WALL. PROTECT ALL OPENINGS.
6. THE DEMOLITION OF BUILDINGS 5, 71, AND 36 ARE INCLUDED WITHIN THE COST OF THE PROJECT. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING ENGINEERING SERVICES AND DHEC COORDINATION TO DEVELOP A SWPPP FOR THE DEMOLITION OF THESE FACILITIES, UTILITIES AND SITE IMPROVEMENTS WITHIN DASHED PROPERTY LINE LIMIT OF DEMOLITION SHOWN ON THIS SHEET. UTILITIES ARE TO BE CAPPED AT SERVICE.
CHARLESTON
NO. 2676
GARY J. BOEHMST
AT
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REGISTERED A R CHITECT
G
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DRAWING INDEX
Sheet Count Sheet No. Sheet Title
69 A300 BUILDING SECTIONS
70 A310 WALL SECTIONS
71 A311 WALL SECTIONS
72 A312 WALL SECTIONS
73 A313 WALL SECTIONS
74 A314 WALL SECTIONS
75 A315 WALL SECTIONS
76 A400 ENLARGED PLANS / ELEVATIONS - RESTROOMS
77 A401 ENLARGED PLANS / ELEVATIONS - BREAK ROOMS
78 A420 INTERIOR ELEVATIONS
79 A500 TYPICAL MOUNTING HEIGHT DETAILS
80 A501 WALL TYPES AND TYPICAL DETAILS
81 A510 EXTERIOR WALL PLAN DETAILS
82 A511 EXTERIOR WALL PLAN DETAILS
83 A520 WALL SECTION DETAILS
84 A521 WALL SECTION DETAILS
85 A522 WALL SECTION DETAILS
86 A550 ROOFING DETAILS
87 A551 ROOFING DETAILS
88 A552 ROOFING DETAILS
89 A560 CEILING DETAILS
90 A600 DOOR SCHEDULE AND DETAILS
91 A610 FRAME DETAILS
92 A611 WINDOW INSTALLATION
93 A630 INTERIOR SIGNAGE SCHEDULE AND DETAILS
94 A631 INTERIOR SIGNAGE PLANS
95 A800 ENLARGED PLANS / SECTIONS - STAIR 1
96 A801 ENLARGED PLANS - STAIR 2
97 A802 STAIR SECTIONS - STAIR 2
98 A810 ENLARGED PLANS / SECTIONS - ELEVATOR
99 A811 ELEVATOR SECTIONS
FIRE PROTECTION
100 FP001 FIRE PROTECTION NOTES & LEGENDS
101 FP101 FIRST FLOOR FIRE PROTECTION PLAN
102 FP201 SECOND FLOOR FIRE PROTECTION PLAN
PLUMBING
103 P001 PLUMBING NOTES & LEGENDS
104 P002 PLUMBING DETAILS
105 P050 FIRST FLOOR PLUMBING DEMOLITION PLAN
106 P051 SECOND FLOOR PLUMBING DEMOLITION PLAN
107 P101 FIRST FLOOR DOMESTIC WATER PLAN
108 P102 FIRST FLOOR SANITARY PLAN
109 P201 SECOND FLOOR DOMESTIC WATER PLAN
110 P202 SECOND FLOOR SANITARY PLAN
MECHANICAL
111 M001 HVAC - NOTES & LEGENDS
112 M002 HVAC SCHEDULES
113 M003 HVAC DETAILS
114 M004 HVAC DETAILS
115 M005 MECHANICAL SCHEMATICS
116 M006 HVAC SCHEMATICS
117 M050 FIRST FLOOR MECHANICAL DEMOLITION PLAN
118 M051 SECOND FLOOR MECHANICAL DEMOLITION PLAN
119 M101 FIRST FLOOR HVAC PLAN
120 M102 FIRST FLOOR AIR DISTRIBUTION PLAN
121 M201 SECOND FLOOR HVAC PLAN
122 M202 SECOND FLOOR AIR DISTRIBUTION PLAN
ELECTRICAL
123 E001 ELECTRICAL NOTES & LEGENDS
124 E002 ELECTRICAL SCHEDULES & LEGENDS
125 E003 ELECTRICAL DETAILS
126 E004 LIGHTNING PROTECTION DETAILS
127 E005 TELECOM DETAILS AND ENLARGED PLANS
128 E006 ELECTRICAL SERVICE DETAILS
129 E007 ELECTRICAL SERVICE DETAILS
130 E010 ELECTRICAL ONE-LINE DIAGRAMS
131 E020 ELECTRICAL PANEL SCHEDULES
132 E050 FIRST FLOOR ELECTRICAL DEMOLITION PLAN
133 E051 SECOND FLOOR ELECTRICAL DEMOLITION PLAN
134 E052 EXISTING BUILDING PHOTOS
135 E060 SITE PHOTOMETRIC PLAN
136 E100 ELECTRICAL SITE PLAN
137 E101 FIRST FLOOR POWER & TELECOM PLAN
138 E102 SECOND FLOOR POWER & TELECOM PLAN
139 E201 FIRST FLOOR LIGHTING PLAN
140 E201A FIRST FLOOR LIGHTING CALCULATIONS
141 E202 SECOND FLOOR LIGHTING PLAN
142 E202A SECOND FLOOR LIGHTING CALCULATIONS
143 E301 FIRST FLOOR SYSTEMS PLAN
144 E302 SECOND FLOOR SYSTEMS PLAN
145 E400 LIGHTNING PROTECTION PLAN
DRAWING INDEX
Sheet Count Sheet No. Sheet Title
GENERAL
1 G001 COVER SHEET
2 G100 MAPS, SHEET INDEX, & NOTES
3 G110 PROJECT / CODE INFORMATION
4 G111 FIRST FLOOR CODE PLAN
5 G112 SECOND FLOOR CODE PLAN
CIVIL
6 C101 TOPOGRAPHIC SURVEY
7 C102 EROSION CONTROL PLAN
8 C103 DEMOLITION PLAN
9 C104 SITE PLAN
10 C105 GRADING PLAN
11 C106 UTILITY PLAN
12 C501 EROSION CONTROL DETAILS
13 C502 CIVIL SITE DETAILS
14 C503 CIVIL SITE DETAILS
LANDSCAPE
15 L101 LANDSCAPE PLAN
16 L102 PLANT DETAILS/NOTES
STRUCTURAL
17 S001 GENERAL NOTES
18 S101 FOUNDATION PLAN
19 S110 FIRST FLOOR SLAB PLAN
20 S111 FIRST FLOOR WALL PLAN
21 S112 FIRST FLOOR STRUCTURAL STEEL OPENING PLAN
22 S121 SECOND FLOOR FRAMING PLAN
23 S122 SECOND FLOOR WALL PLAN
24 S123 HIGH ROOF FRAMING PLAN
25 S501 TYPICAL COLD FORMED METAL STUD WALL
FRAMING DETAILS
26 S502 TYPICAL MASONRY DETAILS
27 S503 TYPICAL MASONRY DETAILS
28 S504 TYPICAL CONCRETE DETAILS
29 S505 TYPICAL CONCRETE DETAILS
30 S506 TYPICAL STEEL DETAILS
31 S507 TYPICAL STEEL DETAILS
32 S601 DETAILS
33 S602 DETAILS
34 S603 ROOF DETAILS
35 S604 DETAILS
36 S605 DETAILS
ARCHITECTURAL EXISTING
37 AE101 EXISTING FIRST FLOOR PLAN
38 AE102 EXISTING SECOND FLOOR PLAN
39 AE120 EXISTING FIRST FLOOR REFLECTED CEILING PLAN
40 AE121 EXISTING SECOND FLOOR REFLECTED CEILING
PLAN
41 AE130 EXISTING ROOF PLAN
42 AE200 EXISTING EXTERIOR ELEVATIONS
43 AE300 EXISTING BUILDING SECTIONS
ARCHITECTURAL
44 AD101 DEMOLITION FIRST FLOOR PLAN
45 AD102 DEMOLITION SECOND FLOOR PLAN
46 AD120 DEMOLITION FIRST FLOOR REFLECTED CEILING
PLAN
47 AD121 DEMOLITION SECOND FLOOR REFLECTED CEILING
PLAN
48 AD130 DEMOLITION ROOF PLAN
49 AD200 DEMOLITION EXTERIOR ELEVATIONS
50 AD310 DEMOLITION WALL SECTIONS
ARCHITECTURAL
51 A000 GENERAL ARCHITECTURAL INFORMATION
52 A101 FIRST FLOOR PLAN
53 A101A FIRST FLOOR PLAN - AREA A/B
54 A101B FIRST FLOOR PLAN - AREA C
55 A101C FIRST FLOOR PLAN - AREA D
56 A102 SECOND FLOOR PLAN
57 A102A SECOND FLOOR PLAN - AREA A/B
58 A111 FIRST FLOOR DIMENSION PLAN
59 A112 SECOND FLOOR DIMENSION PLAN
60 A120 FIRST FLOOR REFLECTED CEILING PLAN
61 A121 SECOND FLOOR REFLECTED CEILING PLAN
62 A130 ROOF PLAN
63 A141 FIRST FLOOR FINISH PLAN
64 A142 SECOND FLOOR FINISH PLAN
65 A150 FIRST FLOOR FURNITURE PLAN
66 A151 SECOND FLOOR FURNITURE PLAN
67 A200 EXTERIOR ELEVATIONS
68 A210 ENLARGED ELEVATIONS
Footnotes:
1. Provide the complete name of the Function of space using the left column of Table 1004.1.2 of the IBC.
2. Design Area per each occupant of this function on this floor in either Gross or Net square footage.
3. Allowed Floor Areas in SF per Occupant per right column in Table 1004.1.2 of the IBC.
4. Divide Column A (2) by Column B (3) for each function and enter the result, rounded up to the nearest whole person. .
5. Subtotal all Column C values for this floor to yield the Design Occupant Load,
6. Total Building Design Occupant Load –sum of all Column D value
Floor Area (2)
(specify NSF or
GSF)
Max Area per Occupant (3)
Persons on floor for this Function (4)
Design Occupant Load
Function of Space (1)
A B C D
BUILDING DESIGN OCCUPANT LOAD
Stories
Levels
5,209 GSF
Subtotal Design Occupant Load for this Story: (5)
100 GSF 53BUSINESS
3,497 GSF
Subtotal Design Occupant Load for this Story: (5)
100 GSF 35BUSINESS
Add or delete rows as needed for each story & level of building (including mezzanine)
Total Building Design Occupant Load:
(6)
FIRE PROTECTION REQUIREMENTS
SEPARATIONS
Fireblocking Required per IBC Section 718.3Draftstopping Required per IBC Section 718.2
Smoke Control System Required per IBC Section 909 Smoke Barriers Required per IBC Sections 407 and 408 Smoke Partitions Required per IBC Section 407 Fire Partition Required per IBC Section 708 Fire Barrier Required (As Shaft) per IBC Section 707
ALARM & DETECTION
Fire Alarm System Required per IFC Section 907 Emergency Alarm System Required per IFC 908
SUPPRESSION
Standpipes Required per IFC Section 905 Sprinklers Required per IFC Section 903 Sprinklers Provided Portable extinguishers required per IFC 906 Other suppression systems required per IFC 904 Smoke & heat vents required per IFC 910 Other: (Indicate other provided fire and life safety features not listed above, if any)
FIRE RATING OF BUILDING ELEMENTS
Structural Frame (per IBC Table 601)
Bearing Walls Exterior Interior
(per IBC Table 601)
Nonbearing Walls & Partitions Exterior Interior
(per IBC Table 601 & 602)
Floor Construction including supporting beams & joists (per IBC Table 601)
Roof Construction including supporting beams & joists
(per IBC Table 601)
Fire Walls (per IBC Section 706)
Fire Barriers (per IBC Section 707)
Shaft Enclosures (per IBC Section 713)
Fire Partitions (per IBC Section 708)
Opening & Protective Listing by Category (fire shutters, doors, etc.
(per IBC Section 715)
Others as required by Designer
Designers Wall / Partition Key Code
Testing Agency & Design No. (UL, FM, etc.)
Rating As Designed (in hours)
Rating As Required (in hours)BUILDING ELEMENT
0 0 NA
BUILDING HEIGHT
AS DESIGNED AS ALLOWED BY IBC
In StoriesIn Feet
Without any Allowable Increase
NOTE: WHERE A FIRE WALL IS NECESSARY TO SEPARATE BUILDINGS, EACH BUILDING IS TO
BE PROVIDED INDIVIDUAL CODE CRITERIA INFORMATION IN ACCORDANCE WITH IBC 503.1.2.
BASIC BUILDING CODE INFORMATION
CONSTRUCTION CLASSIFICATION Type (IBC 602)
OCCUPANCY GROUP (IBC 302)
Does building require Incidental Use Area Separation?
(IBC 509)
Does building have Accessory Occupancy (ies)?
What percent of story is accessory occupancy?
SF(IBC 508.3.1)
Mixed Occupancy (IBC 508)
Non separated (IBC 508.3)
Separated (IBC 508.4
(IBC506.4.1)
OTHER FIRE PROTECTION SYSTEMS, DEVICES or FEATURES
If the building has any special or notable fire protection or safety feature or hazard the designers should list them here, describe the performance characteristics and refer to locations in construction documents (e.g. fire extinguishers, smoke- evacuation/ -control/-compartments. Note IBC §414.1.3.)
IIB
B - BUSINESS
xxx xxx
BUILDING AREA
AREA LIMIT BY TABLE 506.2 OF IBC SF
(area limitation per story)
AREA MODIFICATION FROM EQUATION 5-2 OF IBC (IBC 506.2.3
(Insert equation from IBC 506.2 3 with completed calculations in this box)
(Equation 5-2) Aa = [At + (NS x If) ] x Sa where: SF
(maximum available area of building)
Aa = Allowable area (square feet).
At = Tabular allowable area factor in accordance with Table 506.2.
If = Area increase factor due to frontage (percent) as calculated in accordance with Section 506.3.
NS = Tabular allowable area factorin accordance with Section
506.2 for a nonsprinklered building.
SF
(maximum area per story)
AREA AS DESIGNED SECOND STORY SF
TOTAL DESIGNED AREA OF BUILDING SF
172,500
69,000
86,250
4,600
12,760
25'-2" 2 75 4
BUILDING DESIGN & CODE INFORMATION
No Yes
No Yes
No Yes
No Yes
No Yes
In Stories (TABLE 504.4)
In Feet (TABLE 504.3)
(specify NSF or
GSF)
No Yes No Yes No Yes No Yes No Yes No Yes No Yes
No Yes No Yes
No Yes No Yes No Yes No Yes No Yes No Yes
0 0 NA
0 0 NA
0 0 NA
0 0 NA
NA NA NA
1 1 Xxx Xxx
1 1 Xxx Xxx
NA NA NA
1 1 Xxx Xxx
NA NA NA
0 0 NA
0 0 NA
NOTE: SEE SHEETS G111 THRU G112 FOR BUILDING CODE PLAN ANALYSIS. ALSO SEE
SHEET C104 FOR APPROVED SITE PLAN.
FLOOD HAZARD INFORMATION
FLOOD HAZARD AREA: N/A
SOILS & SITE
SOILS INVESTIGATION: Yes, see Specification Section 00 31 00 (IBC 1802.2)
SPECIAL INSPECTIONS ARE REQUIRED
SPECIAL INSPECTIONS ARE NOT REQUIRED
IF SPECIAL INSPECTIONS ARE REQUIRED, THE OWNER SHALL EMPLOY ONE OR MORE
SPECIAL INSPECTORS TO PROVIDE INSPECTION SERVICES DURING THE CONSTRUCTION
PHASE IN ACCORDANCE WITH CHAPTER 17 OF IBC 2006. SEE SPECIFICATION SECTION 01 45
33 FOR THE ACTUAL REQUIREMENTS OF WORK SUBJECT TO SPECIAL INSPECTIONS FOR THIS
PROJECT.
ARCHITECT
GLICK/BOEHM & ASSOCIATES, INC.
493 King Street, Suite 100 Charleston, South Carolina 29403 843.577.6377
STRUCTURAL ENGINEER
MECHANICAL ENGINEER PLUMBING ENGINEER
ELECTRICAL ENGINEER FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
ENVIRONMENTAL CONSULTANT
DESIGN TEAM
ARCHITECT OF RECORD: Myles I Glick, SC Registration No. 1869
STRUCTURAL ENGINEER OF RECORD: engineer, SC Registration No. xxxxxx
MECHANICAL ENGINEER OF RECORD:
PLUMBING ENGINEER OF RECORD:
ELECTRICAL ENGINEER OF RECORD:
FIRE PROTECTION ENGINEER OF RECORD:
CIVIL ENGINEER OF RECORD:
LANDSCAPE ARCHITECT OF RECORD:
BASIC PROJECT INFO
PROJECT NAME: CES RENOVATION, BUILDING 909
PROJECT ADDRESS: JOINT BASE CHARLESTON (WEAPONS STATION)
SOUTH CAROLINA
OWNER REPRESENATIVE: owner rep
REPRS. ADDRESS: owner rep address city, state zip 843.owner phone
1. 2015 INTERNATIONAL BUILDING CODE W/ SC MODIFICATIONS
2. 2015 INTERNATIONAL FIRE CODE W/ SC MODIFICATIONS
3. 2015 INTERNATIONAL MECHANICAL CODE
4. 2015 INTERNATIONAL PLUMBING CODE
5. 2015 INTERNATIONAL FUEL GAS CODE W/ SC MODIFICATIONS
6. 2009 INTERNATIONAL ENERGY CONSERVATION CODE
7. 2012NATIONAL ELECTRIC CODE
8. CHARLESTON CITY ZONING ORDINANCE
9. 1992 AMERICANS WITH DISABILITY ACT
10. ICC/ANSI A117.1 ACCESSIBILE AND USEABLE BUILDINGS AND FACILITIES, LATEST ED.
11. SOUTH CAROLINA ELEVATOR CODE AND REGULATIONS, LATEST EDITION
12. SC ENERGY EFFICIENCY STANDARDS ACT
13. ASHRAE 90.1-2004, ENERGY EFFICIENT DESIGN OF NEW BUILDINGS EXCEPT LOW-RISE
RESIDENTIAL BUILDINGS
14. STATE FIRE MARSHAL REGULATIONS
SPECIAL INSPECTIONS
ZONING CERTIFICATION
"I hereby certify that, to the best of my knowledge, these plans comply with applicable zoning ordinances, and that plans have been submitted to appropriate authority for their review and/or approval."
Signed: _____________________________________ __________________ Architect/Engineer Date
EROSION AND SEDIMENT REDUCTION /
STORMWATER MANAGEMENT
NOT REQUIRED - NO SITE WORK
NOTE: SEE SITE PLANS FOR DESIGNER'S CERTIFICATION.
LEADERSHIP THROUGH ENERGY AND
ENVIROMENTAL DESIGN (LEED)
NOT REQUIRED - LEED RATING WILL NOT BE PURSUED.
LEED RATING IS REQUIRED. RATING SHALL BE "SILVER" VERSION 3.0. REFER TO
SPECIFICATION SECTION 01 xx xx FOR THE ACTUAL SCOPE OF WORK.
OWNER: owner name
OWNER ADDRESS: owner address city, state zip
PRIMARY CODES AND ORDINANCES USED:
3/16/2012
SITE IS IN ZONE X EXCEPT FOR A SMALL PORTION WHICH IS ZONE AE, ELEVATION 11, IN
THE NORTH EAST CORNER OF THE SITE. SEE CIVIL DRAWINGS FOR LOCATION.
ADC ENGINEERING
1226 Yeamans Hall Road Hanahan, SC 29410 843.566.0161
DWG, INC.
S&ME, INC.
engineer, SC Registration No. xxxxxx engineer, SC Registration No. xxxxxx engineer, SC Registration No. xxxxxx engineer, SC Registration No. xxxxxx engineer, SC Registration No. xxxxxx engineer, SC Registration No. xxxxxx
FORSBERG ENGINEERING
1587 Savannah Highway, Suite B Charleston, SC 29407 843.571.2622
1099 Anna Knapp Blvd, Suite 202 Mount Pleasant, SC 29464 843.849.1141
620 Wando Park Blvd Mount Pleasant, SC 29464 843.884.0005
510 GSF 300 GSF 2STORAGE/MECHICAL
397 NSF 15 NSF 27ASSEMBLY
422 GSF 300 GSF 1STORAGE/MECHICAL
159 NSF 15 NSF 11ASSEMBLY
Sa = Actual number of building sories above grade plane not to exceed three. For buildings equipped throughout with an automattic sprinkler system installed in accordance with Section 903.3.1.2, use the actual number of building stories above gradeplane, not to exceed four.
ALLOWABLE AREA PER STORY
Aa = [At + (NS x If) ] x Sa; Sa =1
AREA AS DESIGNED FIRST STORY SF8,160
Aa = [69,000 + (23,000 x 0.75) ] x 1
Aa = [69,000 + (23,000 x 0.75) ] x 2FORSBERG ENGINEERING 1587 Savannah Highway, Suite B Charleston, SC 29407 843.571.2622
DWG, INC.
1099 Anna Knapp Blvd, Suite 202 Mount Pleasant, SC 29464 843.849.1141
DWG, INC.
1099 Anna Knapp Blvd, Suite 202 Mount Pleasant, SC 29464 843.849.1141
DWG, INC.
1099 Anna Knapp Blvd, Suite 202 Mount Pleasant, SC 29464 843.849.1141
GEOTECHNICAL CONSULTANT
S&ME, INC.
620 Wando Park Blvd Mount Pleasant, SC 29464 843.884.0005
CHARLESTON
NO. 2676
GARY J. BOEHMST
AT
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REGISTERED A R CHITECT
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FEC
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A
ROUTE A
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A
ROUTE A
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0.00" 0.00"
DIRECTION OF EGRESS
W/ OCCUPANCY TOTAL
REQ'D EGRESS WIDTH
ACTUAL EGRESS WIDTH
TRAVEL DISTANCE
COMMON PATH OF TRAVEL
FIRE RATED DOORs & WINDOWS
20 = 1/3 HR
45 = 3/4 HR
60 = 1 HR
90 = 1-1/2 HR
180 = 3 HR
LEGEND & SYMBOLS
45 MIN.
2 HOUR FIRE RATED WALL: SEE WALL TYPES
3 HOUR FIRE RATED WALL: SEE WALL TYPES
4 HOUR FIRE RATED WALL: SEE WALL TYPES
SMOKE RATED WALL: SEE WALL TYPES
1 HOUR FIRE RATED WALL: SEE WALL TYPES
FIRE EXTINGUISHER CABINET
BUSINESS OCCUPANCY
ASSEMBLY OCCUPANCY
STORAGE OCCUPANCY
0' 4' 8' 16' 32'
RAMP
BUSINESS OCCUPACY
3,578 SF
LOAD: 36
CONFERENCE
108 SF
LOAD: 8
CONFERENCE
289 SF
LOAD: 20
BUSINESS OCCUPACY
949 SF
LOAD: 10
BUSINESS OCCUPACY
2,098 SF
LOAD: 21
ESPC
MECH.
106 MAIN COMM. ROOM
(MTR)
CC / CD COMMANDER &
DEPUTY COMMANDER
IT SUPPORT
TOUCHDOWN
FILINGROOM
122 BREAK ROOM
CEX
CEOD DEPUTY FLIGHT
CHIEF
SHOP SUPER-
INTENDENT
SHOP SUPER-
INTENDENT
OPEN CUBICLES
WORK CENTER
SHOP SUPER-
INTENDENT
131CEOE / CEOES
MEN'S RR
WOMEN'S RR
MECH./ELEC.
ELEC.
BREAK ROOM
EQUIP. STORAGE
OPEN CUBICLES
WORK ROOM
CONTRACT
SPECIALISTS
STORAGE
OPEN CUBICLES
REICC
ROICC
FIRE RISER ROOM
EX
IT
EXIT
EX
IT
EX
IT
EX
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CHARLESTON
NO. 2676
GARY J. BOEHMST
AT
E OF SOUTH CAROLINA
REGISTERED A R CHITECT
G
E W
BA IR AS
I N62 8T H
IR
A D
MAN
COM
MO
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SEAL AREA
DA
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P R E P
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DRAWING SIZE:
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1/8" = 1'-0"A200 G111
1 FIRST FLOOR PLAN
EGRESS DISTANCES
Type Mark Distance
ROUTE A 95' - 9"
ROUTE B 63' - 6"
ROUTE C 71' - 3"
ROUTE D 83' - 10"
ROUTE E 97' - 4"
R O
U
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ROUTE D
ROUTE E
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ROUTE E
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0' 4' 8' 16' 32'
STAIR
STAIR
ELEV.
DN
DN
BUSINESS OCCUPACY
3,759 SF
CONFERENCE
159 SF
CNME PLAN VAULT
CENMP SUB-ELEMENT
CHIEF OFFICE
ENGINEERING
ASSISTANT
OPEN CUBICLES
MEN'S RR
WOMEN'S RR
BREAK ROOM
MECHANICAL
AREA
122 SF
EX
IT
EX
IT
0.00" 0.00"
DIRECTION OF EGRESS
W/ OCCUPANCY TOTAL
REQ'D EGRESS WIDTH
ACTUAL EGRESS WIDTH
TRAVEL DISTANCE
COMMON PATH OF TRAVEL
FIRE RATED DOORs & WINDOWS
20 = 1/3 HR
45 = 3/4 HR
60 = 1 HR
90 = 1-1/2 HR
180 = 3 HR
LEGEND & SYMBOLS
45 MIN.
2 HOUR FIRE RATED WALL: SEE WALL TYPES
3 HOUR FIRE RATED WALL: SEE WALL TYPES
4 HOUR FIRE RATED WALL: SEE WALL TYPES
SMOKE RATED WALL: SEE WALL TYPES
1 HOUR FIRE RATED WALL: SEE WALL TYPES
FIRE EXTINGUISHER CABINET
BUSINESS OCCUPANCY
ASSEMBLY OCCUPANCY
STORAGE OCCUPANCY
CHARLESTON
NO. 2676
GARY J. BOEHMST
AT
E OF SOUTH CAROLINA
REGISTERED A R CHITECT
G
E W
BA IR AS
I N62 8T H
IR
A D
MAN
COM
MO
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B I L
SEAL AREA
DA
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P R E P
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A P P R 'D
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
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DKGV:11-2127
1/8" = 1'-0"A200 G112
1 SECOND FLOOR PLAN
EGRESS DISTANCES
Type Mark Distance
ROUTE A 95' - 9"
ROUTE B 63' - 6"
ROUTE C 71' - 3"
ROUTE D 83' - 10"
ROUTE E 97' - 4"
J E
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J E
F
J E
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L101
LandDesign, LLC
FURMAN
Landscape Architecture www.furmanlanddesign.com Jody Furman 843-343-1320
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SILT FENCE
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TWO STORY MASONRY BUILDING
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W. OLD TOM ROAD
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RED BANK ROAD
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WV
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PP
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GUY
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GUY
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PP
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DESIGN ATFP SETBACK (CCSD)
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DESIGN ATFP SETBACK (CCSD)
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FIRE LANE
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CODE
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PLANT SCHEDULE
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BOTANICAL NAME
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COMMON NAME
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HEIGHT/SIZE
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QUANTITY
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NOTE: CONTRACTOR TO VERIFY COUNTS FROM ACTUAL PLAN.
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MG
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MAGNOLIA 'CLAUDIA WANNAMAKER'
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CLAUDIA MAGNOLIA
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4" PINESTRAW
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3" CAL.
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CENTIPEDE SOD/HYDRO-SEED
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LAWN
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LAWN
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LAWN
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LAWN
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MULCH
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MULCH
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MULCH
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MULCH
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ESTIMATED GRASSING LIMITS
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ESTIMATED GRASSING LIMITS
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MULCH
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MULCH
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MULCH
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1-LIS
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1-LIS
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1-LIS
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1-MG
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1-MG
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1-MG
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(TYP.)
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MULCH RING
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MULCH RING
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(TYP.)
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MULCH RING
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8-PP
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PP
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PRUNUS CERIFERA 'THUNDERCLOUD'
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PURPLE PLUM
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8' HT.
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LIS
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LAGERSTROEMIA 'SOUX'
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SIOUX CRAPE MYRTLE
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10' HT.
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DKGV 11-2127
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DEPARTMENT OF THE AIR FORCE
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DEPARTMENT OF THE AIR FORCE
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JOINT BASE CHARLESTON WS
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AIR MOBILITY COMMAND
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AIR MOBILITY COMMAND
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CHARLESTON, SC
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REV.
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DRAWING REVISIONS
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DESCRIPTION
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DATE
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APPR'D
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PREP BY
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DRAWING REVISIONS
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SUPV
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DSGN BY:
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SEAL AREA
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CH ENGR
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DRAWN BY:
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CHK BY:
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DATE
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DATE
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JOSEPH EARLE FURMAN III
AutoCAD SHX Text NOTICE: 1) THE CONTRACTOR SHALL OBTAIN A JOINT BASE CHARLESTON WEAPONS STATION WORK CLEARANCE PERMIT (DIG PERMIT) PRIOR TO STARTING ANY SITE WORK AND FOR LOCATION OF GOVERNMENT OWNED UTILITIES, COORDINATE WITH THE CONTRACTING OFFICER. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ANY UTILITY MARKING AND KEEPING THE WORK PERMIT CURRENT. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL UTILITIES ARE LOCATED PRIOR TO BEGINNING DIGGING OPERATIONS. CALL PALMETTO UTILITIES PROTECTION SERVICE AT 1-888-721-7877 OR 811 A MINIMUM OF THREE WORKING DAYS BEFORE DIGGING SO THAT PRIVATELY OWNED UTILITIES CAN BE LOCATED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING UTILITIES ARE PROPERLY MARKED, AND RE-NOTIFY P.U.P.S., OR THE INDIVIDUAL UTILITY SYSTEM OPERATORS AS NECESSARY TO KEEP THE LOCATION PERMITS CURRENT. 3) UTILITY LOCATIONS SHOWN ON THE PLAN ARE FROM BEST AVAILABLE RECORDS INFORMATION AND FIELD MEASUREMENTS. UTILITIES MAY NOT BE IN THE EXACT LOCATIONS SHOWN AND UTILITIES MAY EXIST THAT ARE NOT SHOWN.
AutoCAD SHX Text Charleston, SC 29403
AutoCAD SHX Text 493 King Street, Suite 100
AutoCAD SHX Text Glick/Boehm & Associates, Inc.
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GRID
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WS-909 CES RENOVATION LANDSCAPE PLAN
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LIMITS OF LAND DISTURBANCE
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( IN FEET )
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GRAPHIC SCALE
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AutoCAD SHX Text LandDesign, LLC
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FURMAN
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AutoCAD SHX Text 2/28/2017
DETAIL - SHRUB PLANTING
NO SCALE
DETAIL - TREE PLANTING
NO SCALE
J E
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L102
LandDesign, LLC
FURMAN
Landscape Architecture www.furmanlanddesign.com Jody Furman 843-343-1320
J E
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J E
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TOPSOIL
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SEE SPEC SECTION 31 00 00 PARAGRAPH 3.14 FOR TOPSOIL REQUIREMENTS
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PLANT SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT
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BORE TO PREVIOUS EXISTING GRADE.
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4"PINESTRAW
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SOIL BERM
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TOP SOIL FROM SITE
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OR BAGGED TOP SOIL
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ARBOR TAPE/STRAPS
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SOIL BERM
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NEVER CUT TERMINAL BUD
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PRUNE WHOLE BRANCHES
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TO REDUCE FOLIAGE BY 1/3
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TREE SHALL BEAR SAME
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RELATIONSHIP TO FINISH GRADE
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AS IT BORE TO PREVIOUS
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EXISTING GRADE.
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PLANTING SOIL
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DEADMAN
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HOLE DUG SHALL BE TWICE THE SIZE AS
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THE ROOTBALL.
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HOLE DUG SHALL BE TWICE THE SIZE AS
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THE ROOTBALL.
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PLANT GUARANTEE
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LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR NEW PLANT MATERIAL'S HEALTH
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UNTIL FINAL ACCEPTANCE BY OWNER. OWNER RESERVES THE RIGHT TO REJECT
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ANY DEAD OR DECLINING PLANT MATERIAL AT FINAL INSPECTION.
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NOTE:
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STAKING IS TO BE DONE ONLY IF NEEDED.
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CLEARING OF DEBRIS
AutoCAD SHX Text LANDSCAPE CONTRACTOR SHALL CLEAR ALL PROPOSED PLANTED AREAS OF ALL ROCKS AND DEBRIS
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BEFORE PLANTING.
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PLANT MATERIAL
AutoCAD SHX Text ALL PLANT MATERIAL SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.
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UNDERGROUND UTILITIES
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SEE CIVIL PLANS FOR PROPOSED AND EXISTING UTILITY LINES.
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LIGHTING AND IRRIGATION CONDUITS
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GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING APPROPRIATE CONDUITS
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FOR LIGHTING.
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SITE CONDITIONS MAY WARRANT MODIFICATIONS TO THE RECOMMENDED SCHEDULE.
AutoCAD SHX Text IS THE SOLE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. UTILITY LOCATIONS ARE NOT SHOWN ON THESE PLANS.
AutoCAD SHX Text DAMAGE TO UTILITIES AND PERSONAL INJURY AS A RESULT OF THE FAILURE TO DETERMINE AND/OR RESPECT UTILITY LOCATIONS
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4. THE LOCATION OF ALL ABOVE GROUND AND BELOW GROUND UTILITIES IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR.
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AND FIELD ADJUSTMENT BY LANDSCAPE ARCHITECT ARE ABSOLUTELY NECESSARY.
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3. EXISTING ECOLOGY AND AESTHETICS WILL OFTEN CAUSE ADJUSTMENT OF THESE PLANS TO FIT SITE. STAKE OUT BY CONTRACTOR
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2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODES.
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1. THE CONTRACTOR IS ADVISED TO VISIT THE SITE AND VERIFY FIELD CONDITIONS.
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IRRIGATION NOTES
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OF SPECIFICATION SECTION 32-05-33 LANDSCAPE MAINTENANCE.
AutoCAD SHX Text IRRIGATION DURING THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE BY THE GOVERNMENT PER THEIR REQUIREMENTS
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5. THERE WILL NOT BE A PERMANENT IRRIGATION SYSTEM. HOWEVER, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE TEMPORARY
AutoCAD SHX Text THE CONTRACTING OFFICER SHALL REVIEW THE PLACEMENT OF ALL PLANTS AND TREES PRIOR TO PLANTING.
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SHEET
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OF
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DRAWING SIZE:
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ARCH30 E(30X42)
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RECORD DRAWING DATE
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PROJECT NO.
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DKGV 11-2127
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DEPARTMENT OF THE AIR FORCE
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DEPARTMENT OF THE AIR FORCE
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JOINT BASE CHARLESTON WS
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AIR MOBILITY COMMAND
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AIR MOBILITY COMMAND
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CHARLESTON, SC
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DATE
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APPR'D
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SUPV
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SEAL AREA
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JOSEPH EARLE FURMAN III
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AutoCAD SHX Text 2/28/2017
TCX TOP CHORD EXTENSION
E0S EDGE OF SLAB
OUT TO OUT
OUTSIDE DIAMETER
OUTSIDE FACE
ON CENTER
OPENING
PLATE
OPPOSITE
OPEN WEB
POWDER ACTUATED FASTENER
POUNDS PER LINEAL FOOT
RADIUS
REFERENCE
RIGHT
RADIUS POINT
ROOF TOP UNIT
REVISION
RETURN
REINFORCEMENT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
PROJECTION
O/O
OPNG
OC
OF
OD
OPP
0W
PLF
PAF
PL
ADJ
AB
AHU
AFF
ALUM
BUILDING
ARCH
APPD
B/
BLDG
APPROX
ALT
APPROXIMATE
APPROVED
ALTERNATE
ALUMINUM
ADJACENT
BOTTOM OF
ARCHITECT
AIR HANDLING UNIT
ABOVE FINISHED FLOOR
ANCHOR BOLT
PT
PSF
PSI
REF
RAD
RP
REV
RET
RTU
RT
BOTTOM
BEARING
BETWEEN
BLOCK
BRG
BOT
BRDG
BTWN
BLK
CLEAR
COLUMN
CHAM
CIRC
C/C
CLR
COL
CMU
CJ
CANT
BRIDGING
CANTILEVER
CONTROL JOINT
CIRCULAR
CHAMFER
CONCRETE MASONRY UNITS
CENTER TO CENTER
BEAMBM
PROJ
REINF
SLAB BOLSTER
STEP FOOTING
SPECIFICATIONS
SCHEDULE
SECTION
SIMILAR
SLEEVE ANCHOR
STEEL
STAINLESS STEEL
STANDARD
STIFFENERS
SPACING,ES
SQUARE
SHORT SLOTTED HOLES
TOP OF
SYMMETRICAL
TOP AND BOTTOM
TIE BEAM
TIE COLUMN
TYPICAL
TUBE STEEL
TRANSVERSE
TEMPORARY
UNLESS NOTED OTHERWISE
SB
SA
SIM
SPEC
SF-
SECT
SSL
SQ
SP
STIFF
STL
STD
SS
CONST
CONN
CONC
CTRD
COORD
CONTR
CONT
DOUBLE
DEPTH
DETAIL
D
DBL
DIA
DIM
DIAG
DET
CONSTRUCTION
COORDINATE
CONTINUOUS
CONTRACTOR
CENTERED
DIMENSION
DIAGONAL
DIAMETER
CONNECTION
CONCRETE
SYMM
TC
T&B
TB
T/
TYP
TS
TRAN
UNO
TEMP
EACH
EAST
DWGS
EB
EF
EA
E
EQUAL
EL
ELEV
EMBED
EJ
EQ
ENGR
EQUIP
DRAWINGS
EXPANSION BOLT
EACH FACE
EMBEDMENT
EQUIPMENT
ELEVATOR
ENGINEER
ELEVATION
EXPANSION JOINT
DEAD LOADDL
SCHED
WEST
WITH
WITHOUT
VERTICAL
WEIGHT
WORK POINT
WELDED WIRE MESH
W
VERT
W/ W/O
WT
WWM
WP
EXISTING
EXP
EW
ES
EXT
EXIST
FINISH
FLOOR
FEET
FOOTING
FRAMING
FF
FLR
FIN
FTG
FRMG
FT
FDN
FC
EXTERIOR
EXPANSION
FILLED CELL
EACH WAY
FOUNDATION
FINISHED FLOOR
EACH SIDE
GAUGE
FV
GA
GALV
HORIZ
HEIGHT
INCH
HSB
HT
IF
IN
ID
HSA
HORIZONTAL
GALVANIZED
INSIDE DIAMETER
INSIDE FACE
HIGH STRENGTH BOLT
HEADED STUD ANCHOR
FIELD VERIFY
EQUIVALENTEQUIV
SOUTHS
INTERIOR
LONG
POUND
INCL
INT
LL
LG
LB
LIGHT
LLV
LLH
LONG
LTWT
LT
LSL
LLBB
INCLUDE, ING
LIVE LOAD
LIGHTWEIGHT
LONGITUDINAL
LONG LEG BACK TO BACK
LONG SLOTTED HOLES
LONG LEG VERTICAL
LONG LEG HORIZONTAL
MINIMUM
MIDDLE
MAX
MAS
MECH
MID
MIN
MFR
MEZZ
NOMINAL
NUMBER
NORTH
MJ
MISC
MO
NOM
NO
NIC
N
MANUFACTURER
MEZZANINE
MECHANICAL
MAXIMUM
MASONRY
MASONRY JOINT
MISCELLANEOUS
NOT IN CONTRACT
MASONRY OPENING
NTS
NS
NOT TO SCALE
NEAR SIDE
AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
ABBREVIATIONS:
JOIST BEARING ELEVATIONJBE
DECK BEARING ELEVATIONDBE
COLD-FORMED STEEL FRAMING
1. ALL PERFORMANCE BASED COLD-FORMED STEEL FRAMING SHALL CONFORM TO SPECIFICATION SECTION and
ALL DWG REQUIREMENTS.
2. ALL PRESCRIPTIVE BASED COLD-FORMED STEEL FRAMING SHALL CONFORM TO SPECIFICATION SECTION
054000-" COLD-FORMED STEEL FRAMING".
3. THE USE OF THE TERM LIGHT GAUGE SHALL BE EQUIVALENT TO COLD-FORMED
4. WHERE NOT SPECIFICALLY INDICATED ALL FASTENERS SHALL BE MINIMUM OF #10 SELF DRILLING SCREWS.
5. ALL FASTENERS UNDER SHEATHING SHALL HAVE LOW PROFILE HEADS
6. ALL MECHANICAL FASTENERS SHALL HAVE A MINIMUM SPACING AND EDGE DISTANCE OF THREE FASTENER
DIAMETERS
7. ALL MECHANICAL FASTENERS SHALL EXTEND THROUGH CONNECTED MEMBERS BY A MINIMUM OF THREE
THREADS
8. FRAMER SHALL ENSURE PUNCHOUT ALIGNMENT WHEN USING COLD ROLLED CHANNEL BRIDGING
9. FIELD TESTING AND INSPECTION OF COLD FORMED STEEL FRAMING AND ASSOCIATED INSTALLATION SHALL
BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER, AND SHALL BE IN
ACCORDANCE WITH THE SCHEDULE OF SPECIAL INSPECTIONS.
1. FOUNDATION DESIGN VALUES:
ALLOWABLE BEARING CAPACITY 1500 PSF (PER SOILS REPORT)
2. GRAVITY LOAD DESIGN VALUES: IBC-2015 / ASCE 7-10
FLOOR LIVE LOADS:
LOBBIES 100-PSF
CORRIDORS (FIRST FLOOR) 100-PSF
CORRIDOR (ABOVE FIRST FLOOR) 80-PSF
STAIRS AND EXIT WAYS 100-PSF
OFFICES 50-PSF
ROOF LIVE LOADS:
FLAT ROOF 30-PSF
GROUND SNOW LOADS:
SNOW 5-PSF
DEAD LOADS:
ACTUAL MATERIAL WEIGHTS PER ASCE 7-10, SEE
ARCHITECTURAL DRAWINGS FOR ROOF, WALL, AND FLOOR
CONSTRUCTION
3. SEISMIC DESIGN VALUES: IBC-2012 / ASCE 7-10
Ss = 1.398g S1 =0.456g Sds =0.932g Sd1 =0.469g
SITE CLASS: "E"
BUILDING RISK CATEGORY: "II"
IMPORTANCE FACTOR: Ie = 1.0
SEISMIC DESIGN CATEGORY: "D"
ANALYSIS PROCEDURE: MODAL RESPONSE SPECTRUM ANALYSIS
SEISMIC FORCE RESISTING SYSTEM:
-SPECIAL REINFORCED CONCRETE SHEAR WALLS (EXISTING)
RESPONSE MODIFICATION FACTOR: R = 5
DEFLECTION AMPLIFICATION FACTOR: Cd = 5
SYSTEM OVERSTRENGTH FACTOR: OMEGA = 2.5
ALLOWABLE INTERSTORY DRIFT: 0.01 Hsx
4. WIND LOAD DESIGN VALUES: IBC-2012 / ASCE 7-10
V = 155 mph (3-sec gust)
BUILDING RISK CATEGORY: "III"
IMPORTANCE FACTOR: I = 1.0
EXPOSURE CATEGORY: "B"
ENCLOSURE CLASSIFICATION: ENCLOSED
WIND DIRECTIONALITY FACTOR: Kd = 0.85 TOPOGRAPHIC FACTOR: Kzt = 1.0 VELOCITY EXPOSURE COEFFICIENT: Kz = 0.625 VELOCITY PRESSURE: q = 32.67 psf
INTERNAL PRESSURE COEFFICIENT: GCpi = +/- 0.18
ALLOWABLE INTERSTORY DRIFT: 0.0025 Hsx
STRUCTURAL DESIGN CRITERIA
AREA
(SQ FT)
MAX WIND PRESSURE
(PSF)
ZONE
10.00
20.00
50.00
100.00 1
10.00
20.00
50.00
100.00 2
10.00 3
20.00 3
50.00 3
100.00 3
10.00 4
20.00 4
50.00 4
100.00 4
10.00 5
20.00 5
50.00 5
100.00 5
COMPONENT
ROOF FIELD
ROOF EDGE
ROOF CORNER
WALL FIELD
WALL END ZONE
5 5
WALL ZONE DIAGRAM
a=3.30 ft.
12 2
3 3
3 3
LOW-SLOPED ROOF ZONE DIAGRAM
a=3.30 ft.
a a a a a a a a
ROOF NOT SHOWN
17.58
16.48
16.00
16.00
17.58
16.48
16.00
16.00
17.58
16.48
16.00
16.00
39.56
37.80
35.49
33.73
39.56
37.80
35.49
33.73
ROOF EDGE OVERHANG 16.00
ROOF CORNER OVERHANG
10.00
20.00
50.00
100.00
10.00
20.00
50.00
100.00
2H
2H
2H
2H
3H
3H
3H
3H
16.00
16.00
16.00
16.00
16.00
16.00
16.00
MIN WIND PRESSURE
(PSF)
-43.22
-42.12
-40.66
-39.56
-72.52
-64.80
-54.60
-46.88
-109.14
-90.40
-65.62
-46.88
-42.85
-41.10
-38.78
-37.03
-52.74
-49.24
-44.60
-41.10
-62.26
-61.16
-59.70
-58.60
-102.55
-80.50
-51.35
-29.30CONTRACTOR NOTES:
NOTE:
THE ARCH'L DRWG'S SHOW VARIOUS PLATES, ANGLES AND BEAMS THAT ARE ARCH'L IN NATURE. NOT ALL OF THE ARCH'L ELEMENTS SHOW UP IN THE STRUCTURAL DRWG'S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ADDRESSING SUCH ITEMS THAT ARE NOT SHOWN HEREIN.
NOTE:
THE ARCH'L DRWG'S MAY SHOW VARIOUS METAL STUD FRAMING THAT IS ARCH'L IN NATURE. NOT ALL OF THE ARCH'L ELEMENTS SHOW UP IN THE STRUCTURAL DRWG'S. THE CONTRACTOR IS RESPONSIBLE FOR ADDRESSING SUCH ITEMS
THAT ARE NOT SHOWN HEREIN.
FOUNDATIONS
1. SUBGRADE PREPARATION INCLUDING BUT NOT LIMITED TO STRIPPING, MUCKING, COMPACTING, VIBRATORY
COMPACTING, SURCHARGING, DEWATERING, SOIL REPLACEMENT, AND SOIL MODIFICATION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT FOR THE PROJECT, THE WRITTEN RECOMMENDATIONS OF THE
GEOTECHNICAL ENGINEER, AND ALL PROJECT SPECIFICATIONS
2. CENTER ALL FOUNDATIONS BENEATH THEIR RESPECTIVE WALL OR COLUMN UNLESS NOTED OTHERWISE.
3. HORIZONTAL JOINT ARE NOT PERMITTED IN FOUNDATIONS
4. SEE TYPICAL DETAILS FOR CONSTRUCTION OF VERTICAL CONSTRUCTION JOINTS AND LIMITATIONS ON LOCATIONS
5. DO NOT INSTALL PLUMBING, PLUMBING SLEEVES IN OR THROUGH FOUNDATIONS UNLESS SPECIFICALLY DETAILED ON
THE STRUCTURAL DRAWINGS, OR WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD
6. PLUMBING RUNS BELOW GRADE SHALL NOT RUN BENEATH AND PARALLEL TO CONTINUOUS FOOTINGS
7. ALL REINFORCING STEEL SHALL BE SUPPORTED ON CHAIRS OR BOLSTERS TO PROPER ELEVATION AND SHALL BE
SECURELY ANCHORED
8. FOUNDATION SIZES SHOWN ASSUME FOOTINGS ARE CONSTRUCTED WITH SIDE FORMS
9. EARTH FORMED FOUNDATIONS ARE PERMITTED IF SUBGRADE IS STABLE ENOUGH TO HOLD THE FACE OF THE
EXCAVATION. ALL FOUNDATION SIZES FOR EARTH FORMED FOUNDATIONS SHALL BE INCREASED 1" IN ALL DIRECTIONS
10. ALL FOUNDATION EXCAVATIONS SHALL BE DEWATERED PRIOR TO PLACING CONCRETE
11. BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL CONCRETE OR GROUT HAS ACHIEVED 75% OF
THE REQUIRED STRENGTH.
12. FIELD TESTING AND INSPECTION OFF FOUNDATIONS, SUBGRADE MATERIALS AND SUBGRADE PREPARATION SHALL BE
COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER, AND SHALL BE IN ACCORDANCE
WITH THE SCHEDULE OF SPECIAL INSPECTIONS.
BLAST DESIGN AND LOADING
1. ALL BLAST DESIGN AND LOADING SHALL CONFORM TO THE LATEST EDITION OF THE UFC.
2. BLAST DESIGN SHALL BE IN CONFORMANCE WITH VLOP UTILIZING MINIMUM STANDOFF DISTANCE OF 82 FEET
AND WITH STANDARD TNT BLAST WEIGHT EQUIVALENT.
3. THESE PARAMETERS ARE BASED ON DIRECTION PROVIDED BY AHJ.
HELICAL STEEL PILES
1. ALL HELICAL STEEL PILES SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS AND ALL REQUIREMENTS
NOTED IN DRAWINGS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL TEST PILES AND EQUIPMENT
NECESSARY FOR THE COMPLETION OF THE TEST PILE PROGRAM. THE OWNER'S INSPECTOR WILL OBSERVE, RECORD AND REPORT ON THE TEST PILE PROGRAM.
3. AN AS-BUILT SURVEY (COMPLETED BY THE CONTRACTOR) OF ALL PILES SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO COMMENCING FOUNDATION WORK ASSOCIATED WITH THE PILES. THE SURVEY SHALL SHOW THE LOCATION OF ALL PILES INCLUDING DEVIATIONS FROM SPECIFIED LOCATION, PILE CUTOFF ELEVATION INCLUDING DEVIATIONS FROM SPECIFIED LOCATION AND PILE ALIGNMENT INCLUDING DEVIATIONS FROM SPECIFIED ALIGNMENT. ALL LOCATIONS, CUTOFFS, AND ALIGNMENTS THAT ARE NOT WITHIN THE SPECIFIED TOLERANCES SHALL BE SPECIFICALLY NOTED AND BROUGHT TO THE ENGINEER'S ATTENTION. FOUNDATION WORK ASSOCIATED PILES SHALL NOT COMMENCE UNTIL THE AS-BUILT SURVEY HAS BEEN REVIEWED AND APPROVED AND/OR ASSOCIATED FOUNDATION REVISIONS HAVE MADE TO ACCOUNT FOR ANY OUT OF TOLERANCE PILES.
4. All TEST PILES AND ASSOCIATE ANCHOR OR REACTION PILES SHALL BE ASSUMED SACRIFICIAL AND SHALL NOT BE
USED AS PRODUCTION PILES
5. ANY PILES THAT MUST BE REMOVED DUE TO NOT MEETING INSTALLATION CRITERIA SHALL NOT BE REUSED AND
SHALL BE DISCARDED OF OFF SITE.
6. FIELD TESTING AND INSPECTION OF PRODUCTION HELICAL STEEL PILES SHALL BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER, AND SHALL BE IN ACCORDANCE WITH THE
SCHEDULE OF SPECIAL INSPECTIONS.
MASONRY
1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"
(ACI/ASCE 530-05) AND "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI/ASCE 530.1-LATEST EDITION) EXCEPT
AS AMENDED BELOW.
2. OBTAIN COPY OF MASONRY CODE AND SPECIFICATIONS FOR REFERENCE AT THE JOB SITE.
3. STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS SHALL BE LAID PRIOR TO
CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY.
4. USE TYPE "S" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI.
5. MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET
SECTION, TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'M) OF 1500 PSI.
6. PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION, PROVIDE FILLED CELLS ADJACENT TO ALL OPENINGS, AT
ANCHORAGE OF CONNECTIONS, AND CORNERS.
7. PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING.
8. REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE THE FOLLOWING LAP SPLICES
FOR REINFORCING:
#4 BARS 24"
#5 BARS 30"
#6 BARS 36"
#7 BARS 42"
#8 BARS 48"
9. ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOURS PRIOR TO POURING BEAMS AND
LINTELS.
10. REINFORCE WALL WITH LADDER TYPE REINFORCEMENT IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY. LAP SPLICE ALL HORIZONTAL WALL REINFORCING 6". PROVIDE PREFABRICATED "TEE" OR CORNER SECTIONS AT ALL
INTERSECTING WALLS.
11. REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALLS. PROVIDE CLEAN-OUT
HOLES AT BASE OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN HEIGHT.
12. CONCRETE OR GROUT FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A "PENCIL" TYPE
VIBRATOR.
13. PROVIDE #5 VERTICAL IN CONCRETE FILLED CELL @ 2'-0" O.C. MAX. AND #5 CONTINUOUS HORIZONTAL IN
KNOCK-OUT BLOCK BELOW WINDOW SILL UNLESS NOTED OTHERWISE.
14. THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE
OF THIS PROJECT.
CAST-IN-PLACE CONCRETE
1. ALL CAST-IN-PLACE CONCRETE SHALL CONFORM TO DIVISION 03 & SPECIFICATION SECTIONS 03 15 00.0010, 03 20 00.0010, AND 03 30 00.
2. LAP ALL WWM/WWR ONE MESH SPACING PLUS A 2" OFFSET AND SECURELY ANCHOR
3. ALL CONTINUOUS REINFORCEMENT SHALL BE LAPPED PER SCHEDULES AND DETAILS
4. REINFORCEMENT SHALL BE SECURELY ANCHORED IN POSITION. THE CONTRACTOR SHALL PROVIDE ADDITIONAL BARS, STANDEES, OR STIRRUPS TO ANCHOR BARS IN THE PROPER POSITION
5. THE DESIGN AND CONSTRUCTION OF FORMS AND SHORES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
6. QUALIFIED WORKMEN SHALL CONSTANTLY OBSERVE AND ADJUST FORMS AND SHORES AS REQUIRED DURING
CONCRETE PLACEMENT.
7. ALL SHORING SHALL REMAIN IN PLACE UNTIL THE SUPPORTED CONCRETE HAS ATTAINED 75% OF THE REQUIRED 28 DAY
COMPRESSIVE STRENGTH.
8. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC AS
REQUIRED FOR ALL TRADES BEFORE CONCRETE IS POURED THESE ITEMS SHALL BE INSTALLED AND VERIFIED BY THE
CONTRACTOR.
9. SEE PLUMBING DRAWINGS FOR FLOOR DRAINS
10. FOR CONCRETE PADS SEE ARCHITECTURAL AND MECHANICAL DRAWINGS
11. FOR EXTERIOR SIDEWALKS AND CURBS SEE CIVIL DRAWINGS
12. FOR WATERPROOFING REQUIREMENTS SEE ARCHITECTURAL DRAWINGS
13. DOWELS SHALL MATCH WALL REINFORCING UNLESS NOTED OTHERWISE.
14. ALL INTERIOR SLABS SHALL HAVE A STEEL TROWELED FINISH UNLESS NOTED OTHERWISE. COORDINATE SLAB FINISH FOR
AREAS WITH SPECIALTY FLOOR COVERINGS WITH SPECIFICATIONS AND FINISH SCHEDULE.
15. ALL REINFORCING STEEL SHALL BE DETAILED FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318-05 AND ACI 315-
99.
16. PROVIDE THE FOLLOWING CONCRETE CLEAR COVER OVER REINFORCING (UNO):
FOOTINGS,…
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