SHELL-PERMIT-ARCH (1) - Holbert Apple Associates

Transcription

THOMPSON CREEK
8210 PENN RANDALL PLACE
UPPER MARLBORO, MD 20772
SCOPE OF WORK:
116,790 SF CONCRETE TILT UP FLEX BUILDING WITH 22 DOCK DOORS
AND 1 DRIVE IN DOOR
TENANT FIT-UP IS OUT OF SCOPE AND WILL BE FILED SEPERATELY
ARCHITECTURE LLC.
Architecture / Planning
WASHINGTON OFFICE
8101 Sandy Sring Rd.
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
Striking, Functional,
Innovative Architecture
www.DesignedToLast.com
CONTACT: AMIT BARMAN
EMAIL: AMIT@SAA-ARCH.COM
ARCHITECTURAL SHEET LIST
BEN DYER ASSOCIATES, INC.
CHESAPEAKE REAL ESTATE GROUP, LLC.
11721 WOODMORE RD. SUITE 200
MITCHELLVILLE, MD 20721
1344 ASHTON RD, SUITE 105
HANOVER, MD 21076
CONTACT: JEREMY SMITH
PHONE: 301-430-2000
EMAIL: JSMITH@BENDYER.COM
STRUCTURAL SHEET LIST
MECHANICAL SHEET LIST
S100
GENERAL STRUCTURAL DATA
M0.1
MECHANICAL PARTIAL PLAN
A0.2
DOOR SCHEDULE
S200
FOUNDATION PLAN
M0.2
MECHANICAL PARTIAL PLAN
A0.3
WINDOW SCHEDULE
S201
FOUNDATION DETAILS
ELECTRICAL SHEET LIST
A0.4
LIFE SAFETY PLAN
A1.0
SLAB PLAN
A1.1
FLOOR PLAN
A1.6
A2.0
ROOF PLAN
ELEVATIONS
A2.2
A2.3
A2.4
A2.5
A2.6
A2.7
A2.8
A2.9
PANEL ELEVATIONS
PANEL ELEVATIONS
PANEL ELEVATIONS
PANEL ELEVATIONS
PANEL ELEVATIONS
PANEL ELEVATIONS
PANEL ELEVATIONS
PANEL ELEVATIONS
S202
S203
S300
S301
S302
S303
A2.9
A3.0
A4.0
A4.1
A4.2
PANEL NOTES & DETAILS
BUILDING SECTIONS
WALL SECTIONS
WALL SECTIONS
SECTION DETAILS
A5.0
A5.1
A7.1
A7.2
A7.3
A7.4
A7.5
A7.6
AS1.1
DETAILS
WATER ROOM DETAILS
STAIR DETAILS
STAIR DETAILS
RAMP DETAILS
ENTRY CANOPY DETAILS
SOUTH ENTRY DETAILS
PARGOLA DETAILS
SITE PLAN
FOUNDATION DETAILS
FOUNDATION DETAILS
ROOF FRAMING PLAN
FRAMING DETAILS
FRAMING DETAILS
CANOPY AND PARGOLA FRAMING PLAN
AND DETAILS
JOIST LOAD DIAGRAM
JOIST LOAD DIAGRAM
KEY PLAN & CORNER DETAILS
WALL PANEL DETAILS
WALL PANEL LAYOUT
WALL PANEL LAYOUT
WALL PANEL LAYOUT
WALL PANEL LAYOUT
WALL PANEL LAYOUT
WALL PANEL REINFORCING
STANDARD FABRICATION DETAILS
S304
S305
S400
S401
S402
S403
S404
S405
S406
S500
S501
S502
S700
E0.1
E1.1
E1.2
E2.1
E2.2
E3.1
ELECTRICAL SPECC, SYMBOLS AND DETAILS
LIGHTING PARTIAL FLOOR PLAN
LIGHTING PARTIAL FLOOR PLAN
ELECTRICAL PARTIAL FLOOR PLAN
ELECTRICAL PARTIAL FLOOR PLAN
ELECTRICAL RISER AND PANELS
PEN
NSY
LVA
NIA
AVE
(4)
PLUMBING SHEET LIST
P1.1
P1.2
PLUMBING SHELL PARTIAL FLOOR PLAN
PLUMBING SHELL PARTIAL FLOOR PLAN
SU
ITL
D
AR
ALI
H
STP
WE
PENN RANDALL PL.
SITE
AN
DP
AR
KW
AY
SUITLAND PARKWAY
A
NR
OW
T
N
LLE
D
95
I-4
4)
E(
AV
NOTES, SYMBOLS AND ABBREVIATION
CONTACT: Whit MacCuaig
PHONE: (443)-883-8184
EMAIL: WMACCUAIG@CREGLLC.COM
IA
AN
LV
SY
NN
PE
A0.1
OWNER
I-4
95
SAA
CIVIL ENGINEER
I-4
95
M./E./P. ENGINEER
FO
RE
ST
VIL
LE
RD
STRUCTURAL ENGINEER
FOREST
VILLE R
D
ARCHITECTS
VICINITY MAP
F
01-21-15
AB
SHELL PERMIT
E
12-15-14
AB
SLAB PERMITS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
MARK
DATE
AB
AB
MGR
RELEASE
SHEET STATUS
SHEET NO.
A0.0
Applicable Codes
VERY LOW SLOPED ROOF NOTES
1
1
3
3
6
6
7
9
13
14
15
16
17
20
21
22
Selected roofing subcontractor shall be a certified installer for the selected
system and submit a complete set of shop drawings that specifically have
the products, accessories and details that the subcontractor intends to use
clearly marked.
Selected roofing subcontractor shall be a certified installer for the selected
system and submit a complete set of shop drawings that specifically have
the products, accessories and details that the subcontractor intends to use
clearly marked.
Subcontractor shall be responsible to follow all the manufactures most
current specifications and recommendations from product handling and
storage, through installation, coordination with other trades including, but
not limited to electrical, mechanical, plumbing, and structural.
Subcontractor shall be responsible to follow all the manufactures most
current specifications and recommendations from product handling and
storage, through installation, coordination with other trades including, but
not limited to electrical, mechanical, plumbing, and structural.
Roof insulation boards shall all be tightly placed before the roof membrane
is installed.
Roof insulation boards shall all be tightly placed before the roof membrane
is installed.
Membrane shall run up the back and be adhered to parapet wall and over
the top of the parapet, Then nailed to the exterior face of the top blocking.
Once the roof system is installed care must be taken by any trade working
on the roof to guard against damage to the membrane.
The entire system may be inspected by SAA Architecture LLC. ALL
repairs recommended by the Rep shall be promptly made as directed.
On behalf of the owner SAA reserves the right to have an independent
third party roof inspector make progress as well as a completion
inspection. Roofing subcontractor shall make any and all corrections of
issues on the membrane.
Roof Subcontractor shall coordinate with Mechanical subcontractor on the
method that mechanical subcontractor intends incorporate to secure the
equipment to the roof structure.
Roof walkways that are membrane shall be fully adhered to the roof
membrane.
Provide a service pad at each RTU at the service access panel for all
RTUs.
Any gap wider than 1/2" must be flashed.
If the owner elects to retain an independant roof inspector, that report shall
become part of the architect's final list of work to be completed before final
payment will be due. the roofing manufacturer's roof warranty shall not
eliminate the requirement to correct those deficiencies noted from the
report.
AFF
ATS
ACOUS
ACT
ADD
(AL) ALUM
ANOD
ABOVE FINISHED FLOOR
ABOVE TOP OF SLAB
ACOUSTICAL
ACOUSTICAL CLG TILE
ADDITION
ALUMINUM
ANNODIZED
B
BM
BE
BTWN
BD
BOT
BRK
BLDG
BUR
BASE
BEAM
BEARING ELEVATION
BETWEEN
BOARD
BOTTOM
BRICK
BUILDING
BUILT UP ROOFING
CLG
CEM
CL
CT
COL
CONC
CMU
COND
CONST
CONT
CG
CEILING
CEMENT
CENTER LINE
CERAMIC TILE
COLUMN
CONCRETE
CONCRETE MASONRY UNIT
CONDITION
CONSTRUCTION
CONTINUOUS
CORNER GUARD
DET
DIA
DIM
DBL
DN
DS
DWG(S)
DF
DETAIL
DIAMETER
DIMENSION
DOUBLE
DOWN
DOWNSPOUT
DRAWING(S)
DRINKING FOUNTAIN
ESFR
EWC
ELEC
ELEV (EL)
EW
EQUIP
EXIST
ETR
EXP
EJ
EXT
EIFS
EARLY SUPPRESSION FAST RESPONSE
ELEC WATER COOLER
ELECTRICAL
ELEVATION
EMERGENCY WHITE(LIGHT)
EQUIPMENT
EXISTING
EXISTING TO REMAIN
EXPANSION
EXPANSION JOINT
EXTERIOR
EXTERIOR INSULATION & FINISH
SYSTEM
Roof manufacturer's warranty shall be a minimum of 15 years.
SYMBOLS
A/2
?
2
A0.1
COLUMN LINE
GALV
GA
GEN
GC
GL
GR
GWB
GALVANIZED
GAUGE
GENERAL
GENERAL CONTRACTOR
GLASS
GRADE
GYPSUM WALLBOARD
HDW
HT
H
HP
HC
HM
HORZ
HARDWARE
HEIGHT
HIGH
HIGH POINT
HOLLOW CORE
HOLLOW METAL
HORIZONTAL
(") IN
INCL
INFO
INSUL
INT
INCH
INCLUDE
INFORMATION
INSULATION
INTERIOR
JOINT
JOIST BEARING/ELEV
ELEVATION NUMBER
LAV
LG
LP
LAVATORY
LONG
LOW POINT
MFR
MAX
MANUFACTURER
MAXIMUM
ELEVATION SYMBOL
SHEET NUMBER FOR
ELEVATION DRAWING
SECTION SYMBOL
SHEET NUMBER FOR
SECTION DRAWING
DETAIL NUMBER
1.
DETAIL SYMBOL
3.
4.
?
DOOR TYPE MARK
?
WINDOW TYPE MARK
?
2.
PANEL MARK
N
PLAN NORTH
3.
?
REVISION TAG W/ MODIFIED
DRAWING AREA ALSO CLOUDED
4.
CENTERLINE
?
?
ROOM OR AREA NUMBER
5.
6.
7.
8.
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
© SAA ARCHITECTURE LLC. 2014
This drawing may be utilized only for the purpose of constructing or installing
the work shown thereon at the site of the work specified. Any other use of this
drawing, including without limitation any reproduction or alteration of this
drawing, without the prior written approval of SAA Architecture LLC. is
prohibited.
OC
OPNG
OPP
OH
ON CENTER
OPENING
OPPOSITE
OVER HEAD
PG
P / PTD
PR
PART'N
PH
PL
PLYWD
POL
PEAC
PROJ
PAINT GRADE
PAINT/PAINTED
PAIR
PARTITION
PENTHOUSE
PLATE
PLYWOOD
POLISHED
PRECAST EXPOSED AGGREGATE
CONCRETE
PROJECT
RL
REINF
REQ'D
RW
R
RC
RG
RTU
RO
RAIN LEADER
REINFORCED
REQUIRED
REQUIRED WIDTH
RISER
ROLLING COIL
ROLLING GRILL
ROOF TOP UNIT
ROUGH OPENING
SCH
SECT
SHT
SC
STC
SPEC'S
SG
SS (ST STL)
STD
STL
STRUCT
SUSP
SCHEDULE
SECTION
SHEET
SOLID CORE
SOUND TRANSMISSION COEFFICIENT
SPECIFICATIONS
STAIN GRADE
STAINLESS STEEL
STANDARD
STEEL
STRUCTURE
SUSPEND
TEXT
THK
TBD
TPH
TOB
(TS) TOS
TSBE
T
TYP
TEXTURE
THICK
TO BE DETERMINED
TOILET PAPER HOLDER
TOP OF BLOCKING
TOP OF SLAB
TOP OF STRUCTURE OR SLAB
BUILDING ELEVATION (REFERENCED
FROM ZERO)
TREAD
TYPICAL
UL
UNO
UR
UNDERWRITERS LABORATORY
UNLESS NOTED OTHERWISE
URINAL
VIF
VERT
VCT
VERIFY IN FIELD
VERTICAL
VINYL COMPOSITION TILE
WC
WP
W
WDW
WD
W/
W/O
WD
WATER CLOSET
WATERPROOFING
WIDE
WINDOW
WINDOW DIMENSION (WINDOW
SCHEDULE/SECTIONS)
WITH
WITHOUT
WOOD (DOOR SCHEDULE)
&
@
#
AND
AT
POUND
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL CONSTRUCTION PROCEDURES AND JOB SITE
SAFETY AND ENSURE COMPLIANCE WITH ALL APPLICABLE CODES AND CONSTRUCTION STANDARDS.
4.
ANY DISCREPANCIES FOUND IN THE PLANS, DIMENSIONS, EXISTING CONDITIONS, OR DIFFERENCES
BETWEEN ARCHITECTURAL AND ENGINEERING LOCATIONS OF WORK, OR ANY APPARENT ERROR IN
CLASSIFYING OR SPECIFYING A PRODUCT OR IT'S USE ARE TO BE POINTED OUT TO THE ARCHITECT IN
WRITING AS SOON AS DISCREPANCIES ARE FOUND. REVISIONS TO THE DOCUMENTS WILL BE ISSUED,
DATED AND REFERENCED AS NECESSARY, AND WILL BECOME PART OF THE CONTRACT DRAWINGS. ANY
CONDITIONS THAT DO NOT MEET CODE SHALL BE REPORTED TO THE ARCHITECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD MEASURING CONDITIONS PRIOR TO THE BEGINNING
OF WORK AND DURING PROGRESS OF WORK TO VERIFY ALL CRITICAL DIMENSIONS. ANY DEVIATION FROM
DIMENSIONS INDICATED ON DRAWINGS IS TO BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION.
2012 International Building Code with Local Ammendments
2. 2012 NFPA 101 Life Safety Code with Local Ammendments
3.
Subtitle 11 Prince George's County Fire Safety Code
4.
Subtitle 4 Prince George's County Building Code
5.
2002 NFPA 70 National Electric Code and Subtitle 2, Group 14B and Subtitle 9
6. 2010 NFPA 72
7. 2010 NFPA 13
8.
Maryland Accessibility Code (COMAR 05.02.02) and 2010 ADA, whichever is most stringent
9.
2012 International Mechanical Code
6.
WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
10. 2012 International Energy Conservation Code
7.
ALL MATERIALS AND EQUIPMENT FURNISHED FOR THE WORK SHALL BE UNDAMAGED AND NEW EXCEPT FOR
THE ITEMS NOTED AS "EXISTING". CONTRACTOR DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED TO
THE SATISFACTION OF THE ARCHITECT AND OWNER.
_________________________________________
8.
ALL SUBSTITUTES SHALL BE SUBMITTED TO THE ARCHITECT AND OWNER IN WRITING. NO SUBSTITUTIONS
OF SPECIFIED MATERIALS AND EQUIPMENT ARE PERMITTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT
AND OWNER.
Proposed
THE CONTRACTOR SHALL GUARANTEE, UNCONDITIONALLY, FOR ONE YEAR FROM THE DATE OF COMPLETION
AND ACCEPTANCE BY THE OWNER ALL MATERIALS, EQUIPMENT, APPLIANCES, WORKMANSHIP AND
INSTALLATION. DURING THIS PERIOD THE CONTRACTOR SHALL ADJUST, REPAIR AND REPLACE, AT NO
COST TO THE OWNER, ANY ITEM OR WORKMANSHIP FOUND TO BE DEFECTIVE, INCLUSIVE OF WORK OR
AFFECTED ITEMS WITHIN THE SCOPE OF THIS CONTRACT. THESE GUARANTEES BY THE CONTRACTOR
SHALL BE TURNED OVER TO THE OWNER UPON CONTRACTOR'S SUBSTANTIAL COMPLETION DATE.
Construction Type
Occupancy Clasification
Building Protection
Building Maximum Height
Floor area
IIB
S-1; B
Approved Sprinkler System
33'-2"
116,790 Sq.ft
Warehouse (52,457 Sq. Ft.)
Manufacturing (52,458 Sq. Ft.)
Office (11,695 Sq. Ft.)
Building Stories
1
General Building Information
9.
10. THE CONTRACTOR SHALL INSURE THAT ALL WORK IS PERFORMED BY COMPETENT MECHANICS SKILLED IN
THEIR PARTICULAR TRADE. WORKMANSHIP DEEMED SUBSTANDARD OR UNACCEPTABLE TO THE OWNER
SHALL BE REJECTED AND SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST.
11. TRASH SHALL BE REMOVED FREQUENTLY IN ORDER TO ELIMINATE ANY ACCUMULATION FOR MORE THAN
ANY 24 HOUR PERIOD OR IMMEDIATELY IF AT ALL HAZARDOUS TO HUMAN SAFETY.
12. ANY DAMAGE TO NEW OR EXISTING CONSTRUCTION CAUSED BY THE CONTRACTORS NEGLIGENCE,
INADEQUATE PROTECTIVE OR SECURITY MEASURES DURING CONSTRUCTION ARE TO BE CORRECTED AT
THE CONTRACTOR'S EXPENSE.
Allowable
14. ALL INSTALLATIONS SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE MATERIAL, EQUIPMENT AND
APPLIANCE MANUFACTURER'S SPECIFICATIONS.
Max Stories
Modified max Stories
Max Floor area
Modified Max floor area
Max Height
Modified Max Height
15. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIAL OR WORK IF IT IS NOT IN STRICT
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
Fire Protection Notes:
13. OPERATIONS AND MAINTENANCE MANUALS FOR ITEMS THAT REQUIRE PERIODIC SERVICE AND
ADJUSTMENT SHALL BE FURNISHED TO THE OWNER AT ISSUANCE OF SUBSTANTIAL CERTIFICATE OF
COMPLETION.
2
3
17,500 Sq.ft
Unlimited (as per IBC section 507.4)
55'
75' (as per IBC section 504.2)
16. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A MARKED SET OF SEPIA PRINTS OF AS-BUILT
CONDITIONS, TO INCLUDE ALL ON-SITE FIELD CHANGES, AT THE TIME OF SUBMITTAL OF REQUEST FOR
FINAL PAYMENT.
17. THE CONTRACTOR SHALL VISIT THE SITE AND BE AWARE OF ALL EXISTING CONDITIONS AND THEIR EXTENT
AND INFLUENCE ON THE CONTENT OF THE CONTRACT DRAWINGS AND THE WORK TO BE PERFORMED.
18. A CONSTRUCTION PHASING SCHEDULE SHALL BE ESTABLISHED BY THE CONTRACTOR AND AGREED UPON
BY THE OWNER BEFORE WORK IS BEGUN.
19. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY IN THE EVENT THAT ANY HAZARDOUS
MATERIALS AND/OR CONDITIONS EXIST AT THE PROJECT SITE. THE CONTRACTOR SHALL CERTIFY TO THE
OWNER THAT NO HAZARDOUS MATERIALS WILL BE INSTALLED UNDER THIS CONTRACT WITH THE EXCEPTION
OF SUCH MATERIALS USED IN A MANNER CONFORMING TO ALL FEDERAL, STATE AND MUNICIPAL
REQUIREMENTS AS ABSOLUTELY NECESSARY.
20. THE CONTRACTOR SHALL BE SUBJECT TO ALL CONDITIONS AND REQUIREMENTS OF THE AMERICAN
INSTITUTE OF ARCHITECTS GENERAL CONDITIONS, DOCUMENT A201, LATEST EDITION.
21. ALL EXPOSED EDGES AND CORNERS ON ALL GYPSUM BOARD TO BE SPACKLED AND FLOATED SMOOTH.
22. ALL DISSIMILAR MATERIALS SHALL BE CAULKED AT JOINTS. GWB CONSTRUCTION SHALL RECEIVE A METAL
OR PLASTIC CORNER BEAD WHICH IS EMBEDDED IN COMPOUND AND SANDED PRIOR TO PAINT.
23. ALL PENETRATIONS OF FIRE RATED ASSEMBLIES (FLOORS, WALLS AND CEILINGS) SHALL BE FIRE STOPPED
TO COMPLY WITH APPLICABLE CODES AND IN ACCORDANCE WITH UL STANDARDS.
24. THE ARCHITECT AND OWNER SHALL BE NOTIFIED WHEN FIELD CONDITIONS NECESSITATE CHANGES TO
CRITICALLY DIMENSIONED PARTITIONS AND MILLWORK LOCATIONS. REVISED LOCATIONS SHALL BE
CHALKED FOR SITE INSPECTION PRIOR TO FABRICATION AND INSTALLATION. OWNER TO APPROVE ALL FIELD
CHANGES PRIOR TO IMPLEMENTATION.
25. ALL WALLS AND FURRING TO BE LEVELED PLUMB, STRAIGHT AND FREE OF NOTICEABLE JOINTS.
28. FLOOR SLAB SHALL BE FLASH PATCHED SMOOTH AS REQUIRED TO ACCEPT NEW FLOOR FINISHES. ANY
OPENINGS AND GAPS IN THE STRUCTURAL SLAB SHALL BE STRUCTURALLY PATCHED AND PROPERLY
SEALED.
29. SUSPENDED CEILING TILE GRID, PARTITIONS ETC. SHALL NOT BE SUSPENDED FROM HVAC DUCT WORK,
ELECTRICAL CONDUIT, SPRINKLER PIPES OR ANY OTHER NON-STRUCTURAL ELEMENT NOT SPECIFICALLY
DESIGNED FOR SUCH ATTACHMENT.
All work shall conform to the 2012 International Energy Conservation Code and
to the appropriate sections of the "ASHRAE Standard 90.1-Latest Ed.".
All insulation material shall be of the exact type and thickness as indicated on the
drawings and shall be installed in complete compliance with the manufacturer's
recommendations. No change of insulation type or thickness will be permitted
without first obtaining the written permission of the Architect and the Building
Inspector.
All joints around windows and door frames, between wall cavities and window or
door frames, between walls and foundations, between walls and roof, at
penetrations for utility services through walls, floors, and roof and all other
openings in the exterior envelop shall be fully caulked, gasketed, weather
stripped or otherwise sealed, both inside and out.
Final Design of the mechanical system and selected equipment must comply with:
A) OTTV calculations must conform to equation #3 & #4 of ASHRAE Standard
90.1-Latest Edition for areas to be cooled.
B) Selected mechanical equipment shall meet minimum EER/COP values of
efficiencies per Section 402.0 and 503.0 of the 2012 International Energy
Conservation Code.
Lavatories shall have maximum hot water flow of 0.5 G.P.M. Total faucet flow
rate shall be 2.2 g.p.m. @ 60 p.s.i.
Water closet shall have a maximum water use of 1.6 gallon per flush.
Water heater shall be energy conservation type.
All batt insulation on walls shall have all joints and seams taped air tight.
ARCHITECTURE LLC.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RULES & REGULATIONS OF ALL APPLICABLE FEDERAL,
STATE AND MUNICIPAL CODES. THIS SHALL INCLUDE THE FINAL OCCUPANCY PERMIT WHICH IS TO BE
TURNED OVER TO THE OWNER UPON ISSUANCE BY THE COUNTY.
1.
27. ALL OPENINGS RECEIVING DOOR FRAMES SHALL RECEIVE DOUBLE STUDS FLOOR TO TOP OF PARTITION, AT
EACH SIDE OF OPENING.
Sprinkler system shall be in accordance with all Prince George's County regulations,
IBC 2012 and NFPA 13.
Sprinkler contractor shall be responsible for determining existing conditions, such as
available water pressure and location of service to and within the building and their
ramifications prior to submitting contract proposals, which must include any necessary
adjustments to the system.
Sprinkler subcontractors shall provide engineered shop drawings for County,
Architect, Owner, and Owner's insurance underwriters for review and approval.
Sprinkler contractor shall be responsible for obtaining a county permit and provide all
necessary work per permit requirement.
SAA
ALL CONSTRUCTION CHANGES SHALL BE MARKED IN RED ON THE DRAWINGS FOR USE IN FUTURE AS-BUILT
DRAWING PREPARATION.
26. NEW GYPSUM BOARD SHALL BE HELD NO LESS THAT 1/4" A.F.F.
ENERGY CONSERVATION NOTES
1.
2.
NOMINAL
NOT APPLICABLE
NOT IN CONTRACT
NOT TO SCALE
NUMBER
SPRINKLER NOTES
2.
SHEET NUMBER FOR
DETAIL DRAWING
MEAN SEA LEVEL
MECHANICAL
MEMBRANE
METAL
MILLIMETER
MINIMUM
MISCELLANEOUS
MOISTURE RESISTANT
MOUNTED
1.
5.
FACTORY FINISH
FEET
FINISH
FIRE PROTECTION
FIXTURE
FLOOR
FLOOR DRAIN
FLUSH
FULL GLASS
JT
JB/JBE
MSL
MECH
MEMB
MTL
MIL
MIN
MISC
MR
MTD
NOM
N/A
NIC
NTS
NO
FF
(') FT
FIN
FP
FIXT
FLR
FD
F
FG
WALL TYPE NUMBER
SECTION NUMBER
GENERAL CONSTRUCTION NOTES
ABBREVIATIONS
30. ALL VERTICAL DIMENSIONS TO BE MADE FROM THE HIGHEST POINT OF FLOOR SLAB TO ENSURE PROPER
ALIGNMENT OF ALL DOORS, BULKHEADS, CEILINGS, ETC.
31. ALL CORE DRILLS OR SLAB CUTTING REQUIRED FOR WORK SHOWN ON THE DRAWINGS FOR PIPES, DUCTS
OR CONDUIT SHALL BE INCLUDED IN THE CONTRACT AMOUNT EVEN IF NOT SPECIFICALLY CALLED OUT.
SUBMIT ALL LOCATIONS TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ALL
CONDUIT ENDS SHALL BE CAPPED TO PREVENT WIRE DAMAGE
UNLESS INDICATED OTHERWISE - The most current version of the AIA 201 General Conditions of the Contract for Construction shall control, specify,
and govern the execution of the work described in these contract drawings
and written specification if provided, by all parties referred to in the document!
AUTO CAD DRAWING FILES - General Contractor, Subcontractor Supplies, etc. will only be supplied CAD
Files for the floor(s) plans and RCP(s). Providing these files in no way changes any of the GC
responsibilities under sections 3.2 Review of Contract Documents and Field Conditions by Contractor, 3.12
Shop Drawing, Product Data and Samples or any other provision of AIA - 201.
The responsibility to check, verify, coordinate and adjust the designs drawn among the various trades is the
responsibility of the GC and the sub contractor team.
32. WHEN A NEW PARTITION ABUTS A WINDOW MULLION, ALIGN THE PARTITION WITH THE CENTERLINE OF THE
MULLION.
33. WHERE A COLUMN OR PARTITION ABUTS A WINDOW AS THE WALL OF AN ENCLOSED ROOM, ALL OPENINGS
OR GAPS BETWEEN THE COLUMN OR PARTITION SHALL BE SEALED WITH A NEOPRENE GASKET AND
ALUMINUM BREAK METAL CLOSURE. FINISH TO MATCH WINDOW FRAME.
34. PROVIDE BLOCKING IN PARTITION TO SUPPORT MILLWORK, FURNITURE AND ACCESSORIES AS REQUIRED
BY THESE ITEMS.
35. PROVIDE SIX INCHES BETWEEN ADJACENT PARTITIONS AND DOOR HINGES, IN ACCORDANCE WITH UFAS
AND ADA, AT INSIDE CORNERS UNLESS NOTED OTHERWISE.
IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO PRODUCE A COMPLETE
PROJECT. IN ALL CASES THE DRAWINGS AND SPECIFICATIONS MUST BE REVIEWED,
PRICED, ESTIMATED, AND CONSTRUCTED IN THEIR ENTIRETY. THE DRAWINGS ARE
COMPLEMENTARY TO ONE ANOTHER AND THE SPECIFICATIONS. ANYTHING SHOWN OR
IMPLIED ON ANY ONE DRAWING MUST BE PROVIDED, INSTALLED AND CONNECTED AS
THOUGH IT WAS SHOWN ON ALL DRAWINGS AND INCLUDED IN THE ORIGINAL PRICING.
NO REQUEST FOR ADDITIONAL COSTS, OR CHANGE ORDERS WILL BE ACCEPTED BY
THE OWNER FROM ANY CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR INSTALLER WHO
DOES NOT REVIEW ALL THE DRAWINGS, ALL DISCIPLINES, ALL CONSULTANTS, AND IS
REQUESTING AN EXTRA.
EXAMPLES:
LIGHTS HAVE SWITCHES
EQUIPMENT SHOULD HAVE ALL UTILITIES PROVIDED.
ROOF TOP OPENINGS AND ROOFTOP EQUIPMENT REQUIRE FRAMED OPENING AND CURBS.
SHEET STATUS
THOMPSON CREEK
"Professional Certification.
I hereby certifythat these
documents were prepared or
approved by me, and that I am
a duly licensed Professional
Architect under the laws of the
state of Maryland,
License No. 3329-A,
Expiration Date: 9/14/2015"
MARK
DATE
MGR
RELEASE
NOTES,
SYMBOLS, AND
ABBREVIATIONS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
JOB NO.:
2014075
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A0.1
DOOR THRESHOLD & TRANSITION TYPES
V.I.F. DEPTH TO COVER FLOOR JOINT
PEMKO 253x3_FG
6-1/8"
SEALANT
ALUM.
1/2"
FLOOR JOINT V.I.F. FOR LOCATION
2
1 1/2"
ALUM.
V.C.T.
Mark
1
CARPET
CARPET
1/2" TYP.
FULL BEAD OF MASTIC
Door Schedule
ALUMINUM TRANSITION
V.C.T.
4
FINISH AS
SCHEDULED
ALUM.
5
DOOR FRAME TYPES
1/2"
1/2"
2X6 PT WOOD NAILER OR
MASONRY ANCHORS
@DOOR, INSTALLERS
OPTION.
CAULK JOINT
1/2"
WEATHER STRIP
2"
CAULK
JOINT
1/2"
CAULK JOINT
WOOD TRIM
CONC. TILT UP PANEL
1/2"
TILT-UP PANEL
1"
O.H. DOOR & TRACK
1/2"
INSTALL FRAME AFTER
PANEL IS CAST & ERECTED
ALL EXTERIOR HM DOOR
FRAMES TO BE GALVANNEAL
COAT INSIDE OF FRAME
W/ BITUMINOUS UNDERCOAT
MATERIAL PRIOR TO
INSTALLATION
COAT INSIDE OF
FRAME W/ BITUMINOUS
UNDERCOAT
MATERIAL PRIOR TO
INSTALLATION. TYP.
NATIONAL GUARD DRIP EDGE,
FULL LENGTH OF DOOR
FRAME, TYP. @ ALL EXT.
DOORS
Z GUARD
BY OMEGA PRODUCTS
3
2
4
Thickness
Height
Hardware
Set
A
A
B
0' - 2"
0' - 2"
0' - 2"
8' - 0"
8' - 0"
7' - 0"
3' - 2"
3' - 0"
3' - 4"
AL
AL
HM
4
4
2
AL
AL
HM
1
1
1
AL
AL
AL
1
1
2
C
C
B
0' - 2"
0' - 2"
0' - 2"
7' - 0"
7' - 0"
7' - 0"
3' - 0"
3' - 0"
3' - 4"
HM
HM
HM
2
2
2
HM
HM
HM
1
1
1
AL
AL
AL
3
3
2
C
C
C
C
C
C
C
A
A
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
0' - 2"
0' - 2"
0' - 2"
0' - 2"
0' - 2"
0' - 2"
0' - 2"
0' - 2"
0' - 2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
0' - 1 1/2"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
8' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
14' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
4' - 0"
3' - 0"
3' - 2"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
18' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
HM
HM
HM
HM
HM
HM
HM
HM
AL
2
2
2
2
2
2
2
2
4
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
HM
HM
HM
HM
HM
HM
HM
HM
AL
1
1
1
1
1
1
1
1
1
AL
AL
AL
AL
AL
AL
AL
AL
AL
2
3
3
3
2
2
4
2
1
Comments
HEAD DRIP GUARD BY
NATIONAL GUARD FULL
LENGTH OF DOOR FRAME
MODEL: 16A
FINISH: ANODIZED ALUM.
1 1/2"
5/8"
1
Door Type
001 STOREFRONT EXTERIOR
003 EXTERIOR HM DOOR/W VISION
PANEL
004 EXTERIOR HM DOOR
006 EXTERIOR HM DOOR/W VISION
PANEL
014 AL/GLASS DOOR EXTERIOR
016 UPWARD ACTING DOOR
3
1 1/2"
FINISH AS
SCHEDULED
Description
Transi
tion/T
Door hresh
old
Panel
Frame
Threshold
Material
Width Material Frame Type Material Type
0' - 6"
DOOR ELEVATION TYPES
2 1/2"
PROVIDE TOP CAPS
FOR ALL FLUSH
EXTERIOR HM DOORS
0' - 8"
(HEADER)
DOOR FRAME.
SEE SCHEDULE
VISION GLASS
STL. OMEGA TRAK GUARD
@ ALL O.H. DOOR TRACKS.
PAINTED OSHA SAFETY
YELLOW.
INTERIOR
0' - 4"
PROVIDE FULL
WEATHER-STRIPPING AT
ALL EXTERIOR DOORS
4' - 0"
3' - 0"
2' - 1"
DOOR (SEE
SCHEDULE)
EXTERIOR
1/2" x 4" EMBEDDED HILTI ANCHOR
BOLT (TYP. - SEE MANUFACTURER'S
SPECIFICATIONS)
4' - 0"
1 3/4"
DOOR (SEE
SCHEDULE)
T
BUMPER THRESHOLD
BY NATIONAL GUARD
PRODUCTS.
C
D
1/4"
SPECIFICATIONS)
FLOOR JOINT V.I.F. FOR LOCATION
OMEGA TRAK GUARD
1 1/2" = 1'-0"
DOOR HARDWARE SCHEDULE
SET
SET-1
SET-2
SET-3
HARDWARE TYPE
EXTERIOR
STOREFRONT
EXTERIOR
HM EXIT DOOR
EXTERIOR
HM ACCESS DOOR
DOOR & HARWARE NOTES
DESCRIPTION
2 PAIR BUTT HINGES,OVERHEAD CLOSER, PANIC BAR INSIDE
LEAVER LOCKSET OUTSIDE, PULL HANDLE OUTSIDE
1-1/2 PAIR BUTT HINGES,OVERHEAD CLOSER, PANIC BAR INSIDE
LEAVER LOCKSET OUTSIDE, PULL HANDLE OUTSIDE
1-1/2 PAIR BUTT HINGES, PANIC BAR INSIDE,
LEAVER LOCKSET OUTSIDE,
PULL HANDLE OUTSIDE
WATER RM. DOOR
1-1/2 PAIR BUTT HINGES, LEAVER LOCKSET OUTSIDE,
PULL HANDLE OUTSIDE
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
DOOR & HARWARE NOTES
1
ALL HARDWARE TO BE COMMERCIAL HEAVY DUTY FOR THE EXTERIOR DOORS AND MEDIUM DUTY FOR THE INTERIOR DOORS.
CHROME FINISH TO BE CLEAR ANODIZED
2.
INTERIOR WOOD TO BE: GRAHAM PREMIUM WOOD DOOR OR EQUIVALENT.
FACE VENEER: BIRCH
11.
ALL INTERIOR DOOR ARE TO HAVE FLOOR MOUNTED DOOR STOPS.
3.
EXTERIOR THRESHOLDS SHALL HAVE THERMAL BREAKS
12.
PROVIDE SILENCERS ON ALL DOOR FRAMES.
4.
ALL EXTERIOR DOORS TO HAVE FULL WEATHER-STRIPPING & SWEEPS, PROVIDE DOOR TOP CAPS ON ALL FLUSH H.M. DOORS.
WEATHER STRIPPING SHALL BE INSTALLED SO A FIRM LATCHING ACTION IS REQUIRED TO COMPRESS THE WEATHER
STRIPPING AND ENGAGE THE LATCHING MECHANISM.
13.
A MASTER LOCK AND KEY PLAN COMPLYING WITH OWNER'S SECURITY REQUIREMENTS SHALL BE PROVIDED BY THE
CONTRACTOR AND COORDINATED WITH THE OWNER PRIOR TO FINAL INSTALLATION OF THE LOCK CYLINDERS. ALL DOORS TO
BE KEYED ALIKE.
5.
INSTALL EXTRUDED ALUMINUM DRIP STRIP AT THE HEAD OF ALL EXTERIOR DOORS, BOTH HOLLOW METAL AND ALUMINUM
STOREFRONT DOORS.
14.
ALL DOOR HARDWARE MUST MEET IBC SECTION 1003.3 - MEANS OF EGRESS COMPONENTS INCLUDING SECTION
1003.3.1.2 RELATING TO DOOR SWING FORCE AND ANSI 117.1-98 SECTION 404 DOORS AND DOORWAYS INCLUDING
404.2.7 DOOR HARDWARE.
6.
THE INTERIOR GLAZING SHALL CONSIST OF 1" INSULATED TINTED GLASS. SEE DETAILS FOR GLASS SPECIFICATION.
15.
NO EXTERIOR DAYLIGHT SHALL BE VISIBLE AROUND PROPERLY INSTALLED EXTERIOR HOLLOW METAL OR ALUMINUM
STOREFRONT DOORS WHEN CLOSED.
16.
ALL THRESHOLDS ARE TO BE ADA COMPLIANT
7.
SET-4
3/4"
B
1/8"
A
1/2"
3/8"
0' - 6"
1 1/8"
F.F.L.
ALUMINUM DOOR SHOE
W/RAIN DRIP & NYLON
BRUSH SWEEP BY
NATIONAL GUARD
PRODUCTS
MODEL: 95WH
FINISH: MILL
ALL HARDWARE SHALL BE SERIES A COMMERCIAL QUALITY AS MANUFACTURED BY SCHLAGE OR EQUAL. ALL DOOR HANDLES
SHALL BE LEVER DESIGN. ALL HINGES & LATCHES SHALL BE STEEL W/A CHROME BRUSHED FINISH & ALL CLOSERS SHALL BE
ALUMINUM.
8.
ALL HARDWARE THROUGHOUT TO BE ACCESSIBLE AND COMPLIANT WITH THE MOST CURRENT REVISION OF THE MARYLAND
STATE ACCESSIBILITY CODE.
9.
ALL LOCKS TO MEET IBC CHAPTER 10 VOL. 1.
10.
EXTERIOR H.M. FRAMES TO BE 16 GA GALVANNEAL
EXTERIOR H.M. DOORS TO BE INSULATED, 18 GA GALVANNEAL
INTERIOR H.M. FRAMES TO BE 18 GA
INTERIOR H.M. DOORS TO BE 18 GA
DOOR
SCHEDULE
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A0.2
24' - 8"
EQ
EQ
S
S
S
S
S
S
S
S
S
S
T
T
T
T
T
T
T
T
4' - 3"
EQ
EQ
T
T
EQ
EQ
EQ
T
T
T
T
3' - 2"
3' - 4"
1' - 8"
3' - 3 3/8"
3' - 3 3/8"
10' - 0"
10' - 0"
3' - 3 3/8"
EQ
EQ
3' - 4"
EQ
3' - 4"
T
T
T
T
T
T
1' - 11"
T
T
8' - 1"
T
5' - 1"
5' - 1"
T
T
T
3' - 0"
T
T
3' - 0"
T
T
10' - 0"
T
5' - 1"
T
8' - 1"
T
10' - 0"
5' - 1"
T
3' - 0"
T
T
T
3' - 0"
T
10' - 0"
5' - 1"
10' - 0"
3' - 0"
T
T
EQ
3' - 4"
18' - 6"
EQ
4' - 3"
18' - 0"
18' - 0"
EQ
T
T
FF
0' - 0"
T
T
T
T
T
T
T
T
T
4' - 3"
T
T
T
T
T
T
EQ
EQ
EQ
EQ
T
T
T
T
FF
0' - 0"
W7, x= T
W7a, x=S
9' - 0"
EQ
T
FF
0' - 0"
W6
18' - 6"
EQ
7' - 0"
T
4' - 3"
1' - 11"
EQ
1' - 8 1/4"
1' - 11"
EQ
1' - 11"
EQ
3' - 4"
5' - 1"
x
EQ
7' - 0"
7' - 0"
x
EQ
5' - 0 1/4"
8' - 1"
T
EQ
EQ
5' - 1"
T
3' - 6"
T
3' - 0"
x
EQ
7' - 0"
10' - 0"
5' - 1"
x
4' - 0"
W5
20' - 0"
1' - 11"
4' - 0"
EQ
5' - 1"
EQ
3' - 6"
EQ
W4
23' - 0"
8' - 0"
19' - 6"
EQ
W3
7' - 0"
W2
5' - 1"
W1
W8
W9
W10
W11
EQ
T=TEMPERED GLASS
7' - 0"
S=SPANDREL GLASS
T
T
W12
Window Notes and Installation Requirements
TILT-UP
CONCRETE PANEL
1.
Window and Glass Subcontractor shall be responsible for the complete installation of the aluminum framing
system and glass units. Systems shall be installed per the manufactures installation instructions.
2.
Window and Glass Subcontractor shall be responsible to notify the architect of any problems or
discrepancies they discover during the bidding process with the application and suitability or the selected
systems.
3.
Window and Glass Subcontractor shall be responsible to field measure and verify all conditions and
coordinate with related trades before fabrication. Subcontractor shall notify architect of any problems,
conflicts, or discrepancies they discover.
4.
All exterior fixed aluminum sections shall be of a system with thermally broken sections.
5.
All framnes shall be clear anodized.
6.
All aluminum component shale be fabricated and installed in complete compliance with the selected
manufacturer specification and Installation instructions.
7.
Window wind loading shall be 30 psf, meet or exceed IBC Building Codes. Window and glass subcontractor/s
shall verify the manufactures requirements or their published wind load charts and submit verification as part
of the shop drawing process. If wind load requirements are not specified, verification before the bid process
must be established.
8.
Any Steel reinforcing of the systems shall be included weather or not shown on the architectural drawings if
necessary based on the manufactures wind charts and the ICB wind load requirements.
9.
Window frames shall be caulked with a high performance grade sealant that is compatible with the substrates
involved.
10.
All exterior window and storefront to have subsill with end dams
5/8" GWB
2" INSULATION
0' - 0 3/8"
0' - 0 3/8"
0' - 1"
2-1/2" STL. STUD
0' - 0 1/2"
0' - 0 1/2"
CAULK JOINT
BOTH SIDES
0' - 0 3/4"
SHIMS
DRIP EDGE
1" INSULATING GLASS
UNIT BY PPG:SOLARBAN 70XL
WITH AZURIA TINT.
1/4" GLASS, W/ TINT OUTER
PANEL.1/2" AIR GAP, 1/4"
CLEAR GLASS INTERIOR.
WINDOW FRAME:
KAWNEER 451-T (OR
APPROVED EQUAL)
W/ CLEAR ANODIZED
FRAMES.
1" INSULATING GLASS
UNIT BY PPG:SOLARBAN
70XL WITH AZURIA TINT.
1/4" GLASS, W/ TINT
OUTER PANEL.1/2" AIR
GAP, 1/4" CLEAR GLASS
INTERIOR.
WINDOW FRAME:
KAWNEER 451-T (OR
APPROVED EQUAL)
W/ CLEAR ANODIZED
FRAMES.
ALUMINUM SUB SILL
SET IN FULL BED OF
MASTIC
CAULK JOINT
BLOCK
0' - 0 3/8"
T
2-1/2" STL. STUD
0' - 2 1/4"
2" INSULATION
0' - 0 1/2"
TILT-UP
CONCRETE PANEL
5/8" GWB
1
A0.3
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
WINDOW HEAD AND SILL
DETAILS
3" = 1'-0"
Shop drawings. PDFs are preferred and shall include:
Floor plan
Building elevations with window, curtain wall and storefront types
Window, curtain wall and storefront types, quantizes of each type with rough opening dimensions and frame sizes.
(Minimum ½" scale)
Actual perimeter detail conditions for placement of window, curtain wall or storefront system. (Minimum ½" scale)
Fastener sizes and placement of fasteners shall be noted for all systems involved.
Hardware schedule for all aluminum doors
Glass types shall be noted on shop drawing cover page, elevations and window types.
Submittals shall include:
Manufacturer's specifications for each product used.
Sample of manufacturer's warranties.
Hardware cut sheets for each type of hardware and referencing the door type
Glass performance data for each type of glass used.
Sealant specifications and reference to where applied.
Manufacturer's installation instructions for each type of system used.
Minimum of two (2) glass samples of each type of glass used for project.
Minimum of two (2) aluminum finish samples for the project.
Minimum of two (2) sealant color submittal charts or samples.
WINDOW
SCHEDULE
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
JOB NO.:
2014075
AB
REVIEW
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A0.3
GENERAL NOTES:
1.
ALL WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE, THE
2012 NFPA 101, & PRINCE GEORGE'S COUNTY AMENDMENTS ADOPTED
THEREWITH.
2.
THE BUILDING & SITE WILL CONFORM TO THE MARYLAND STATE HANDICAP CODE
&/OR THE CURRENT ADA (AMERICAN W/ DISABILITIES ACT) WHICHEVER IS MORE
STRINGENT.
3.
DIMENSIONS ARE TO FACE OF MASONRY OR CONCRETE WALLS, CENTER LINE
OF STEEL OR TO FACE OF STEEL STUDS.
4.
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS & CONDITIONS IN THE
FIELD.
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD MEASURING CONDITIONS
PRIOR TO THE BEGINNING OF WORK & DURING PROGRESS OF WORK TO VERIFY
ALL CRITICAL DIMENSIONS. ANY DEVIATION FROM DIMENSIONS INDICATED ON
DRAWINGS IS TO BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION.
6.
WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
7.
ANY DISCREPANCIES FOUND IN THE PLANS, DIMENSIONS, EXISTING CONDITIONS,
OR DIFFERENCES BETWEEN ARCHITECTURAL & ENGINEERING LOCATIONS OF
WORK, OR ANY APPARENT ERROR IN CLASSIFYING OR SPECIFYING A PRODUCT
OR IT'S USE ARE TO BE POINTED OUT TO THE ARCHITECT IN WRITING AS SOON
AS DISCREPANCIES ARE FOUND. REVISIONS TO THE THE DOCUMENTS WILL BE
ISSUED, DATED & REFERENCED AS NECESSARY, & WILL BECOME PART OF THE
CONTRACT DRAWINGS. ANY CONDITIONS THAT DO NOT MEET CODE SHALL BE
REPORTED TO THE ARCHITECT.
Sim
2
A3.0
12
10
11
9
6
A7.0
8
7
6
5
1
A7.1
4
3
2
1
548' - 7"
50' - 0"
50' - 0"
50' - 0"
30' - 5 1/2"
30' - 0"
50' - 0"
26' - 0"
40
DN
024
E
50' - 0"
26' - 0"
41
025
026
26' - 0"
42
027
028
029
50' - 0"
26' - 0"
12
43
030
44
005
50' - 0"
26' - 0"
12
45
26' - 0"
12
12
26' - 0"
12
46
50' - 0"
47
26' - 0"
48
50' - 0"
26' - 0"
26' - 0"
49
49' - 3 1/2"
26' - 0"
50
26' - 0"
51
031
032
033
26' - 0 3/8"
52
035
034
53
036
22' - 2 1/8"
1
DN
037
006
007
39
Sim
2
A7.1
25' - 6 3/8"
49' - 3 1/2"
54
38
1b
A3.0
1a
55
5
A7.0
30
D
26' - 0"
26' - 0"
31
016
26' - 0"
32
017
018
003
20' - 8"
26' - 0"
26' - 0"
34
33
019
22' - 1 5/8"
5' - 3 1/2"
20' - 0"
020
7' - 0"
16' - 0"
022
dd
5' - 0"
36
56
023
004
cc
1
008
26' - 0"
DN
CRANE RACKING SYSTEMS
BY OTHER
4
A7.2
27
25' - 6 3/4"
28
58
26' - 0"
002
25' - 6 3/4"
59
55' - 0"
25' - 6 3/4"
3' - 0"
57
36 x5 RACKS
27' - 0"
54' - 3 1/2"
1' - 0"
29
228' - 7"
C
16' - 0"
35
021
25' - 6 3/4"
37
25' - 6 3/4"
65' - 0"
21' - 4 3/4"
ee
bb
2
3
60
54' - 3 1/2"
25
3
4
001
009
DN
25' - 6 3/4"
1
A7.4
17' - 5 1/8"
31' - 8 1/2"
B
2
A7.2
3' - 2 1/2"
23' - 7 1/2"
A3.0
25' - 6 3/4"
26
2
61
A7.4
23
24
2' - 6 1/2"
22
1' - 0"
1' - 0"
A
21
26' - 1"
7
20
26' - 11"
7
8
19
18
9
29' - 1 5/8"
26' - 0 3/4"
10
2
14 014
015
6
62
WATER
1' - 0"
17
26' - 0 3/4"
16
11
26' - 0 3/4"
15
14A
26' - 0 3/4"
21' - 2"
27' - 1 1/8"
26' - 0"
4
A7.5
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
1' - 0"
12
11
10
010
011
012
013
13
11
31' - 4 7/8"
5
WATER MAINS
33' - 4 5/8"
21' - 6 3/4"
9
8
7
6
5
4
3
1' - 0"
1
1' - 0"
2
26' - 1 1/2"
27' - 1 1/8"
26' - 0 3/4"
26' - 0 3/4"
26' - 0 3/4"
26' - 0 3/4"
26' - 0 3/4"
26' - 0 3/4"
26' - 0 3/4"
26' - 1 1/8"
27' - 0"
27' - 0 3/8"
N
1
A5.1
1
A1.1
FLOOR PLAN
1/16" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
FLOOR PLAN
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A1.1
VERY LOW SLOPED ROOF INSTALLATION NOTES
VERY LOW SLOPED ROOF INSTALLATION NOTES
1
Selected roofing subcontractor shall be a certified installer for the selected system and submit
a complete set of shop drawings that specifically have the products, accessories and details
that the subcontractor intends to use clearly marked.
1
Selected roofing subcontractor shall be a certified installer for the selected system and submit
a complete set of shop drawings that specifically have the products, accessories and details
that the subcontractor intends to use clearly marked.
3
Subcontractor shall be responsible to follow all the manufactures most current specifications
and recommendations from product handling and storage, through installation, coordination
with other trades including, but not limited to electrical, mechanical, plumbing, and structural.
Subcontractor shall be responsible to follow all the manufactures most current specifications
3
and recommendations from product handling and storage, through installation, coordination
with other trades including, but not limited to electrical, mechanical, plumbing, and structural.
6
Roof insulation boards shall all be tightly placed before the roof membrane is installed.
6
Roof insulation boards shall all be tightly placed before the roof membrane is installed.
Membrane shall run up the back and be adhered to parapet wall and over the top of the
7
parapet, Then nailed to the exterior face of the top blocking.
9
Once the roof system is installed care must be taken by any trade working on the roof to guard
against damage to the membrane.
13 The entire system may be inspected by SAA Architecture LLC. ALL repairs recommended by
the Rep shall be promptly made as directed.
14 On behalf of the owner SAA reserves the right to have an independent third party roof
inspector make progress as well as a completion inspection. Roofing subcontractor shall make
any and all corrections of issues on the membrane.
15 Roof Subcontractor shall coordinate with Mechanical subcontractor on the method that
mechanical subcontractor intends incorporate to secure the equipment to the roof structure.
16 Roof walkways that are membrane shall be fully adhered to the roof membrane.
17 Provide a service pad at each RTU at the service access panel for all RTUs.
20 Any gap wider than 1/2" must be flashed.
21 If the owner elects to retain an independant roof inspector, that report shall become part of the
architect's final list of work to be completed before final payment will be due. the roofing
manufacturer's roof warranty shall not eliminate the requirement to correct those deficiencies
noted from the report.
22 Roof manufacturer's warranty shall be a minimum of 15 years.
2
12
10
11
9
8
7
6
5
4
3
Sim
A3.0
2
1
399' - 3 1/2"
10' - 0"
E
1b
Sim
1
1a
NO EQUIPMENT IS TO BE
LOCATED WITHIN 10' OF
THE BUILDING'S EDGE.
A3.0
ee
10' - 0"
dd
149' - 3 1/2"
10' - 0"
10' - 0"
D
cc
10' - 0"
228' - 7"
DN
C
1/4" SLOPE
163' - 7"
1/4" SLOPE
ROOF TO BE SINGLE-PLY WHITE
MEMBRANE 45 MIL ADHERED TPO ROOF,
WITH MECHANICALLY FASTENED
POLYISOCYANURATE INSULATION R-25 MIN.
TYP. OVER PRIMED STEEL WIDE RIB ROOF
DECK, SEE STRUCT. FOR DECK DETAILS.
bb
3
A3.0
B
DN
1/4" SLOPE
5
A7.4
ROOF HATCH
13' - 2 1/4"
NO EQUIPMENT IS TO BE
LOCATED WITHIN 10' OF
THE BUILDING'S EDGE.
A
10' - 0"
4
A5.1
1
A7.6
5
A7.5
548' - 7"
8"X8" ALUMINUM DOWNSPOUT
TO UNDERGROUND STORM DRAIN
SEE CIVIL FOR STORM DRAIN LOCATION
1
A1.6
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
ROOF PLAN
1/16" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
ROOF PLAN
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A1.6
12
11
7a
10
9
8
7
6
5
4
3
2
1
7a
TOP OF LOW ROOF
30' - 4"
21
20
19
17
16
13
15
18
12
11
10
8
9
7
6
5
4
3
K.O.
K.O.
K.O.
K.O.
2
33' - 2"
14
1
14A
K.O.
FF
0' - 0"
LIGHT FIXTURE
TBD
1
SOUTH ELEVATION
1/16" = 1'-0"
A2.0
3
A3.0
3
A3.0
E
D
C
B
A
A
B
bb
C
cc
D
dd
ee
E
2
31' - 4 1/2"
A7.4
TOP OF HIGH
ROOF
36' - 0 1/8"
0' - 0 3/4"
25' - 6"
0' - 0 3/4"
25' - 6"
0' - 0 3/4"
25' - 6"
0' - 0 3/4"
25' - 6"
0' - 0 3/4"
25' - 6"
0' - 0 3/4"
25' - 6"
0' - 0 3/4"
25' - 6"
0' - 0 3/4"
25' - 6"
TOP OF HIGH
ROOF
36' - 0 1/8"
23
25
38
37
36
29
28
27
26
36' - 6"
22
24
60
62
K.O.
61
K.O.
FF
0' - 0"
59
K.O.
58
57
56
55
54
K.O.
FF
0' - 0"
LIGHT FIXTURE , TBD
2
A2.0
1
1a
0' - 0 3/4"
2
26' - 0 3/8"
1b0' - 0 3/4"
25' - 11 1/4"
3
25' - 11 1/4"
0' - 0 3/4"
25' - 11 1/4"
4
0' - 0 3/4"
25' - 11 1/4"
0' - 0 3/4"
25' - 11 1/4"
WEST ELEVATION
1/16" = 1'-0"
5
0' - 0 3/4"
25' - 11 1/4"
0' - 0 3/4"
25' - 11 1/4"
3
A2.0
6
0' - 0 3/4"
25' - 11 1/4"
0' - 0 3/4"
EAST ELEVATION
1/16" = 1'-0"
7
25' - 11 1/4"
0' - 0 3/4"
25' - 11 1/4"
0' - 0 3/4"
25' - 11 1/4"
8
0' - 0 3/4"
25' - 11 1/4"
0' - 0 3/4"
9
29' - 11 1/4"
0' - 0 3/4"
30' - 5 1/8"
10
25' - 11 5/8"
0' - 0 3/4"
25' - 11 1/4"
0' - 0 3/4"
11
25' - 11 1/4"
0' - 0 3/4"
25' - 11 1/4"
0' - 0 3/4"
12
25' - 11 1/4"
0' - 0 3/4" 19' - 11 5/8"
52
51
50
49
K.O.
48
K.O.
K.O.
47
K.O.
K.O.
46
43
K.O.
K.O.
K.O.
4' - 0"
44
45
K.O.
K.O.
K.O.
K.O.
42
41
40
K.O.
39
K.O.
35
34
33
32
31
K.O.
K.O.
4
A2.0
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
30
FF
0' - 0"
2' - 6"
53
36' - 6"
TOP OF HIGH
ROOF
36' - 0 1/8"
NORTH ELEVATION
1/16" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
ELEVATIONS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
JOB NO.:
2014075
AB
REVIEW
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A2.0
1
3
2
0' - 8 1/2" T.O.N.
J.B. LVL - SOUTH
29' - 5 1/2"
21' - 11" T.O.N.
24' - 9" T.O.N.
30' - 5 1/2" T.O.N.
31' - 11 1/2" T.O.N.
3" RECESS
REVEAL RETURN
7' - 2"
REVEAL RETURN
30' - 5 1/2" T.O.N.
31' - 11 1/2" T.O.N.
REVEAL RETURN
24' - 9" T.O.N.
28' - 1"
31' - 8"
EDGE OF
PANEL
#3 ON
INTERIOR
FACE
REVEAL RETURN
21' - 11" T.O.N.
19' - 10"
25' - 3"
28' - 1 1/2" T.O.N.
35' - 3 1/2" T.O.N.
31' - 1"
23' - 3"
26' - 1"
28' - 7"
EDGE OF PANEL
#2 BEYOND
33' - 3 1/2" T.O.N.
SECTION CUT
THROUGH PANEL
#62
EDGE OF PANEL
#1 ON INTERIOR FACE
4
8' - 5" T.O.N.
3
1' - 6" T.O.N.
0' - 8 1/2" T.O.N.
REVEAL RETURN
14' - 5"
REVEAL RETURN
P.T. WOOD NAILER
8' - 5" T.O.N.
3' - 9"
1
P.T. WOOD NAILER
9' - 0"
2
1' - 6" T.O.N.
EDGE OF PANEL #2
BEYOND.
3' - 0 1/2"
P.T. WOOD NAILER
2' - 1 1/2"
P.T. WOOD NAILER
FF
0' - 0"
VERTICAL REVEALS AT F.F. CONTINUE TO BOTTOM OF PANEL
SEE STRUCTURAL FOR EXTENT OF PANEL BELOW F.F.
2' - 4 3/4"
0' - 0 3/4" JOINT
20' - 11"
0' - 1"
17' - 0 7/8"
0' - 1"
1
0' - 1"
FF
0' - 0"
3' - 3"
0' - 1"
0' - 1"
2' - 5"
1' - 11 1/2"
5' - 7 5/8"
FF
0' - 0"
0' - 1"
0' - 1"
17' - 5"
2
4' - 11 1/2"
4' - 11 1/8"
0' - 1"
16' - 11 3/8"
A2.2
A2.2
NOTE:
ARCHITECTURAL & STRUCTURAL WALL PANEL DRAWINGS ARE PROVIDED TO ASSIST THE GENERAL
CONTRACTOR & CONCRETE SUBCONTRACTORS & OTHER SUBCONTRACTORS AND/OR MATERIAL SUPPLIERS
UNDERSTAND THE DESIGN INTENT OF THE DESIGNERS. THESE DESIGNERS HAVE CAREFULLY ATTEMPTED TO
PROVIDE ACCURATE INFORMATION & DIMENSIONS. HOWEVER, THESE DRAWINGS ARE NOT INTENDED TO TAKE
THE PLACE OF SHOP DRAWINGS & THE NORMAL CUSTOMARY SHOP DRAWING REVIEW PROCESS. THE GENERAL
CONTRACTOR, SUB-CONTRACTOR & MATERIAL SUPPLIERS REMAIN RESPONSIBLE TO VERIFY, COORDINATE &
DETERMINE ALL DIMENSIONS, LOCATIONS OF OPENINGS INCLUDING ALLOWANCES FOR "FIT", EMBEDS, POCKET,
FEATURES, LINER PANELS & REVEALS REQUIRED TO SUCCESSFULLY COMPLETE THE BUILDING.
4
PANEL 3
1/4" = 1'-0"
NOTE:
ALL PANEL JOINTS ARE TO
BE 3/4" UNLESS OTHERWISE
NOTED. ALL REVEALS ARE
DIMENSIONED TO THE CENTER
OF REVEAL.
NOTE:
ALL DIMENSIONS ARE
MEASURED FROM THE EDGE
OF CONCRETE ONLY AND DO
NOT INCLUDE THE EXPANSION
JOINT.
1' - 6" T.O.N.
J.B. LVL - SOUTH
29' - 5 1/2"
8' - 5" T.O.N.
8
8' - 5" T.O.N.
7
0' - 6"
24' - 9" T.O.N.
21' - 11" T.O.N.
30' - 5 1/2" T.O.N.
31' - 11 1/2" T.O.N.
24' - 9" T.O.N.
21' - 11" T.O.N.
30' - 5 1/2" T.O.N.
31' - 11 1/2" T.O.N.
21' - 11" T.O.N.
24' - 9" T.O.N.
30' - 5 1/2" T.O.N.
24' - 9 1/2" T.O.N.
3" RECESS
3" RECESS
7' - 2"
30' - 5 1/2" T.O.N.
31' - 11 1/2" T.O.N.
24' - 9" T.O.N.
3" RECESS
21' - 11" T.O.N.
3" RECESS
31' - 11 1/2" T.O.N.
P.T. WOOD NAILER
0' - 8 1/2" T.O.N.
1' - 6" T.O.N.
0' - 6"
8' - 5" T.O.N.
6
P.T. WOOD NAILER
0' - 8 1/2" T.O.N.
1' - 6" T.O.N.
0' - 6"
8' - 5" T.O.N.
5
NOTE:
ALL TILT-UP PANEL'S
INTERIOR FACES TO BE HARDTROWELED FROM THE FINISHED
FLOOR LINE TO THE BOTTOM OF
THE ROOF DECK.
NOTE:
ALL PANELS VIEWED FROM INSIDE UNLESS
OTHERWISE SPECIFIED. ALL REVEAL WORK TO
BE ON THE OUTSIDE FACE OF EACH PANEL
UNLESS OTHERWISE SPECIFIED. DRAWINGS
SHOWN HEREIN ARE AT 1/4"=1'-0" SCALE.
5
P.T. WOOD NAILER
0' - 8 1/2" T.O.N.
1' - 6" T.O.N.
P.T. WOOD NAILER
0' - 0 1/2"
2' - 5" 1' - 6"
PANEL 4
1/4" = 1'-0"
A2.2
4
0' - 6"
0' - 1"
26' - 0 3/8"
3
PANEL 2
1/4" = 1'-0"
FF
0' - 0"
26' - 11 5/8"
26' - 1 1/2"
PANEL 1
1/4" = 1'-0"
A2.2
5' - 8 1/8"
3' - 6 1/4"
27' - 0"
3' - 4"
0' - 8 1/2" T.O.N.
17' - 1 3/8"
11' - 11 3/8"
FF
0' - 0"
0' - 0 1/2"
1' - 6" 2' - 5"
0' - 1"
0' - 1"
16' - 11"
10' - 8 5/8"
FF
0' - 0"
4' - 11 1/2"
4' - 11 1/2"
3' - 4"
0' - 1"
16' - 11"
0' - 1"
0' - 0 1/2"
2' - 5" 1' - 6"
1' - 6"
0' - 0 1/2"
2' - 5"
0' - 1"
26' - 0"
26' - 0 3/8"
5
A2.2
A2.2
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
16' - 11"
0' - 1"
4' - 11 1/2"
SAA
ARCHITECTURE LLC.
7
PANEL 6
1/4" = 1'-0"
FF
0' - 0"
4' - 11 1/2"
0' - 1"
16' - 11"
0' - 1"
0' - 0 1/2"
2' - 5" 1' - 6"
26' - 0"
26' - 0"
6
PANEL 5
1/4" = 1'-0"
FF
0' - 0"
A2.2
8
PANEL 7
1/4" = 1'-0"
A2.2
PANEL 8
1/4" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
PANEL
ELEVATIONS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A2.2
7
6
0' - 8 1/2"
1' - 6" T.O.N.
1' - 6" T.O.N.
12
J.B. LVL - SOUTH
29' - 5 1/2"
8' - 5"
11
24' - 9"
21' - 11"
30' - 5 1/2" T.O.N.
31' - 11 1/2" T.O.N.
24' - 9" T.O.N.
21' - 11" T.O.N.
30' - 5 1/2" T.O.N.
31' - 11 1/2" T.O.N.
24' - 9" T.O.N.
21' - 11" T.O.N.
30' - 5 1/2" T.O.N.
24' - 9 1/2" T.O.N.
3" RECESS
7' - 2"
30' - 5 1/2" T.O.N.
31' - 11 1/2" T.O.N.
24' - 9" T.O.N.
3" RECESS
21' - 11" T.O.N.
3" RECESS
31' - 11 1/2" T.O.N.
0' - 8 1/2" T.O.N.
0' - 8 1/2" T.O.N.
10
2' - 0 3/4"
P.T. WOOD NAILER
8' - 5" T.O.N.
9
J.B. LVL - SOUTH
29' - 5 1/2"
0' - 6"
8' - 5" T.O.N.
1' - 6"
0' - 6"
8' - 5" T.O.N.
1' - 6" T.O.N.
0' - 6"
P.T. WOOD NAILER
P.T. WOOD NAILER
0' - 8 1/2" T.O.N.
P.T. WOOD NAILER
10' - 7"
FF
0' - 0"
3' - 4"
0' - 1"
16' - 11"
0' - 0 1/2"
0' - 1"
16' - 11"
0' - 1"
FF
0' - 0"
4' - 11 1/2"
1' - 6 1/2"2' - 4 1/2"
12' - 1"
0' - 1"
0' - 0 1/2"
2' - 5" 1' - 6"
0' - 0 1/2"
1' - 6 1/2"2' - 4 1/2"
0' - 1"
16' - 11"
26' - 0"
4' - 11 1/2"
FF
0' - 0"
0' - 1"
FF
0' - 0"
4' - 11 1/2"
4' - 11 1/2"
0' - 1"
16' - 11"
26' - 0"
0' - 1"
0' - 1"
2' - 5"
2' - 6 1/4"
27' - 0 3/4"
26' - 0"
1
A2.3
2
PANEL 9
1/4" = 1'-0"
A2.3
3
PANEL 10
1/4" = 1'-0"
A2.3
NOTE:
4
PANEL 11
1/4" = 1'-0"
A2.3
NOTE:
OF REVEAL.
NOTE:
ALL DIMENSIONS ARE
JOINT.
PANEL 12
1/4" = 1'-0"
NOTE:
ALL TILT-UP PANEL'S
THE ROOF DECK.
NOTE:
9
8
3" RECESS
18' - 5 1/8"
4' - 7 1/4"
7' - 0"
2' - 11 5/8"
7' - 0"
28' - 11" T.O.N.
30' - 5 1/2" T.O.N.
21' - 11" T.O.N.
21' - 11 1/2" T.O.N.
31' - 11 1/2" T.O.N.
28' - 11" T.O.N.
21' - 11" T.O.N.
21' - 11 1/2" T.O.N.
30' - 5 1/2" T.O.N.
3" RECESS
31' - 11 1/2" T.O.N.
24' - 9" T.O.N.
21' - 11" T.O.N.
24' - 9 1/2" T.O.N.
31' - 11 1/2" T.O.N.
3" RECESS
REVEAL RETURN
REVEAL RETURN
4' - 7"
7' - 2"
7' - 2"
REVEAL RETURN
J.B. LVL - SOUTH
29' - 5 1/2"
8' - 5" T.O.N.
16
0' - 8 1/2" T.O.N.
1' - 6"
15
0' - 6"
8' - 5" T.O.N.
REVEAL RETURN
P.T. WOOD NAILER
0' - 8 1/2" T.O.N.
1' - 6" T.O.N.
0' - 6"
8' - 5" T.O.N.
14
P.T. WOOD NAILER
0' - 8 1/2" T.O.N.
1' - 6" T.O.N.
0' - 6"
30' - 5 1/2" T.O.N.
REVEAL RETURN
23' - 5" T.O.N.
26' - 3" T.O.N.
30' - 5" T.O.N.
26' - 3 1/2" T.O.N.
33' - 5 1/2" T.O.N.
REVEAL RETURN
9' - 11" T.O.N.
REVEAL RETURN
P.T. WOOD NAILER
14' - 3" T.O.N.
18' - 5" T.O.N.
13
REVEAL RETURN
5' - 11" T.O.N.
2' - 2 1/2" T.O.N.
P.T. WOOD NAILER
2' - 5 7/8"
4' - 4"
19' - 2 1/8"
2' - 5 3/8"
0' - 1"
4' - 3"
0' - 1"
FF
0' - 0"
19' - 1 5/8"
10' - 5 3/4"
3' - 4"
13' - 3"
25' - 6 1/4"
26' - 0"
FF
0' - 0"
0' - 0 1/2"
A2.3
6
PANEL 13
1/4" = 1'-0"
A2.3
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
2' - 11 1/4"
1' - 6 1/2" 0' - 0 1/2"
FF
0' - 0"
24' - 5"
7
PANEL 14
1/4" = 1'-0"
SAA
ARCHITECTURE LLC.
A2.3
0' - 0 1/2"
8
PANEL 15
1/4" = 1'-0"
FF
0' - 0"
24' - 5 1/2"
26' - 0"
26' - 0"
27' - 0 3/4"
5
1' - 6"
18' - 5 3/4"
A2.3
1' - 6"
PANEL 16
1/4" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
PANEL
ELEVATIONS
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
JOB NO.:
2014075
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A2.3
11
10
P.T. WOOD NAILER
REVEAL RETURN
3' - 0"
8' - 0"
4' - 11"
8' - 0"
3' - 0"
REVEAL RETURN
31' - 5" T.O.N.
24' - 5" T.O.N.
7' - 0"
24' - 5 1/2" T.O.N.
10' - 2"
34' - 5 1/2" T.O.N.
21' - 11" T.O.N.
28' - 11" T.O.N.
21' - 11 1/2"
31' - 11 1/2"
28' - 11" T.O.N.
21' - 11" T.O.N.
21' - 11 1/2" T.O.N.
31' - 11 1/2" T.O.N.
28' - 11" T.O.N.
30' - 5 1/2" T.O.N.
31' - 11 1/2" T.O.N.
21' - 11 1/2"
21' - 11" T.O.N.
3" RECESS
J.B. LVL - SOUTH
29' - 5 1/2"
14' - 3 1/2" T.O.N.
18
8' - 5" T.O.N.
8' - 5" T.O.N.
8' - 5" T.O.N.
17
7' - 3" T.O.N.
19
7' - 3 1/2" T.O.N.
1' - 6"
0' - 8 1/2" T.O.N.
2' - 0 3/4"
P.T. WOOD NAILER
0' - 8 1/2" T.O.N.
P.T. WOOD NAILER
0' - 8 1/2" T.O.N.
1' - 6" T.O.N.
P.T. WOOD NAILER
0' - 6"
EDGE OF
PANEL
#19 ON
REVEALINTERIOR
RETURN
SURFACE
EDGE OF
PANEL
#21 ON
INTERIOR
SURFACE
3' - 0 1/4"
23' - 0"
3' - 0"
3' - 1"
7' - 10 5/8"
8' - 0"
4' - 11"
FF
0' - 0"
25' - 11 3/4"
26' - 0"
26' - 0"
FF
0' - 0"
24' - 5 7/8"
0' - 1"
2
3' - 0 1/2"
2' - 11 1/2"
0' - 1"
20' - 10"
A2.4
REVEAL RETURN
UP TO THE FACE
OF THE CORNER
WALL
A2.4
A2.4
NOTE:
ALL DIMENSIONS ARE
JOINT.
PANEL 20
1/4" = 1'-0"
NOTE:
ALL TILT-UP PANEL'S
THE ROOF DECK.
NOTE:
REVEAL RETURN
26' - 5 1/4" T.O.N.
17' - 11 1/4" T.O.N.
33' - 4 3/4" T.O.N.
24
36' - 5 1/4" T.O.N.
4' - 6 7/8"
B
P.T. WOOD NAILER
23' - 2"
16' - 7" T.O.N.
20' - 1" T.O.N.
23' - 3" T.O.N.
36' - 5 1/4" T.O.N.
1' - 6" 2' - 7 3/4"
4
PANEL 19
1/4" = 1'-0"
NOTE:
OF REVEAL.
23
10' - 10 3/4" T.O.N.
3' - 2 3/4" T.O.N.
3' - 3 1/4" T.O.N.
22
J.B. LVL - SOUTH
29' - 5 1/2"
2' - 11 1/2"
P.T. WOOD NAILER
P.T. WOOD NAILER
REVEAL RETURN
33' - 3 1/2" T.O.N.
23' - 3 1/2" T.O.N.
6' - 1" T.O.N.
9' - 7" T.O.N.
13' - 1" T.O.N.
2' - 7" T.O.N.
P.T. WOOD NAILER
21
3
PANEL 18
1/4" = 1'-0"
NOTE:
A
12
0' - 1"
24' - 7 7/8"
15' - 7 1/8" T.O.N.
PANEL 17
1/4" = 1'-0"
FF
0' - 0"
26' - 11"
17' - 10 3/4" T.O.N.
1
3' - 0"
29' - 1 1/4"
A2.4
8' - 0"
REVEAL RETURN
25' - 6 1/8" T.O.N.
REVEAL RETURN
SECTION CUT
THROUGH
PANEL #22
18' - 6"
REVEAL RETURN
EDGE OF
PANEL #25
ON
INTERIOR
SURFACE
10' - 0"
SECTION CUT
THROUGH
PANEL #22
REVEAL RETURN
REVEAL RETURN
11' - 0"
EDGE OF
PANEL #20
BEYOND
22' - 7 1/8" T.O.N.
FF
0' - 0"
1' - 5 5/8" 0' - 0 1/2"
3' - 0"
3' - 0"
3' - 6 1/2"
20' - 0"
14' - 7 5/8" T.O.N.
3' - 0"
3' - 0"
3' - 0"
14' - 7"
7' - 0"
2' - 11 5/8"
7' - 1 1/8" T.O.N.
18' - 6 1/4"
3' - 2 3/4" T.O.N.
10' - 10 3/4" T.O.N.
4' - 6 1/8"
EDGE OF PANEL
#20 BEYOND
7' - 0"
7' - 0"
7' - 0"
REVEAL RETURN
0' - 0 3/4" JOINT
4' - 1 7/8"
FF
0' - 0"
3' - 9 7/8"
19' - 6"
26' - 1"
2' - 9 1/8"
FF
0' - 0"
0' - 1"
1' - 5 1/2"2' - 6 3/4"
0' - 1"
4' - 5 7/8"
0' - 0 1/2"
8' - 8 5/8"
4' - 1 3/8"
24' - 7 7/8"
4' - 2 5/8"
0' - 1"
13' - 2 3/8"
FF
0' - 0"
4' - 2 3/4"
FF
0' - 0"
0' - 1"
0' - 1"
1' - 7 1/2"
0' - 9 5/8"
1' - 7"
17' - 4 3/4"
24' - 7 7/8"
23' - 3 1/8"
0' - 1"
23' - 2 1/8"
0' - 1"
0' - 1"
0' - 1"
1' - 7"
0' - 9 3/4"
1' - 7 1/2"
31' - 8 1/2"
33' - 4 1/2"
5
A2.4
6
PANEL 21
1/4" = 1'-0"
A2.4
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
7
PANEL 22
1/4" = 1'-0"
A2.4
8
PANEL 23
1/4" = 1'-0"
A2.4
PANEL 24
1/4" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
PANEL
ELEVATIONS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A2.4
B
1' - 11" T.O.N.
9' - 7" T.O.N.
32' - 1" T.O.N.
10' - 0"
EDGE OF
PANEL #29
BEYOND
10' - 4 3/8"
3' - 11 5/8"
18' - 0"
23' - 7 1/8"
3' - 11 1/2"
3' - 11 5/8"
0' - 1"
17' - 10 1/4"
A2.5
2
PANEL 25
1/4" = 1'-0"
3
A2.5
NOTE:
12
4
A2.5
NOTE:
OF REVEAL.
NOTE:
ALL DIMENSIONS ARE
JOINT.
PANEL 28
1/4" = 1'-0"
NOTE:
ALL TILT-UP PANEL'S
THE ROOF DECK.
NOTE:
11
P.T. WOOD NAILER
31
32
37' - 7 3/4" T.O.N.
36' - 7 1/2" T.O.N.
26' - 7" T.O.N.
26' - 7" T.O.N.
29' - 5 1/2" T.O.N.
36' - 7 1/2" T.O.N.
36' - 7 1/2" T.O.N.
REVEAL RETURN
21' - 7" T.O.N.
26' - 7" T.O.N.
31' - 7" T.O.N.
REVEAL RETURN
30
11' - 1" T.O.N.
16' - 1" T.O.N.
6' - 1" T.O.N.
29
5' - 0"
PANEL 27
1/4" = 1'-0"
P.T. WOOD NAILER
4' - 5" T.O.N.
P.T. WOOD NAILER
P.T. WOOD NAILER
18' - 0"
26' - 11 5/8"
PANEL 26
1/4" = 1'-0"
A2.5
D
3' - 11 5/8"
3' - 11 1/2"
25' - 11 1/4"
25' - 11 1/4"
1
0' - 1"
37' - 7 3/4" T.O.N.
10' - 3 7/8"
4' - 5" T.O.N.
0' - 1"
FF
0' - 0"
26' - 7" T.O.N.
13' - 2 1/4"
FF
0' - 0"
26' - 7 1/2" T.O.N.
FF
0' - 0"
36' - 7 1/2" T.O.N.
FF
0' - 0"
4' - 5" T.O.N.
10' - 0"
26' - 7 1/2" T.O.N.
3' - 2 3/4"
25' - 1" T.O.N.
35' - 1 1/2" T.O.N.
32' - 1" T.O.N.
25' - 1" T.O.N.
25' - 1 1/2" T.O.N.
9' - 7" T.O.N.
35' - 1 1/2" T.O.N.
32' - 1" T.O.N.
25' - 1" T.O.N.
25' - 1 1/2" T.O.N.
10' - 0"
35' - 1 1/2" T.O.N.
10' - 0"
35' - 1 1/2" T.O.N.
32' - 1" T.O.N.
EDGE OF
PANEL #23
BEYOND
1' - 11" T.O.N.
P.T. WOOD NAILER
9' - 7" T.O.N.
26
J.B. LVL - SOUTH
29' - 5 1/2"
25' - 1" T.O.N.
25' - 1 1/2" T.O.N.
9' - 7" T.O.N.
25
C
P.T. WOOD NAILER
1' - 11" T.O.N.
P.T. WOOD NAILER
1' - 11" T.O.N.
P.T. WOOD NAILER
SECTION CUT
THROUGH
PANEL #22
7' - 2"
11' - 0 3/4"
EDGE OF
PANEL #28
ON INTERIOR
SURFACE
2' - 10"
3' - 4"
11' - 0 3/4"
REVEAL RETURN
1' - 11 5/8"
13' - 9 5/8"
9' - 0"
4' - 0"
9' - 0"
1' - 11 5/8"
1' - 11 5/8"
FF
0' - 0"
2' - 11 1/2"
0' - 1"
14' - 10 5/8"
FF
0' - 0"
0' - 1"1' - 11 1/2"
1' - 11 1/8" 0' - 1"
A2.5
6
A2.5
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
21' - 11"
0' - 1" 1' - 11 1/8"
prohibited.
ARCHITECTURE LLC.
1' - 11 5/8"
1' - 11 1/8" 0' - 1"
21' - 11"
0' - 1" 1' - 11 1/8"
25' - 11 1/4"
7
PANEL 30
1/4" = 1'-0"
SAA
9' - 0"
25' - 11 1/4"
PANEL 29
1/4" = 1'-0"
4' - 0"
FF
0' - 0"
19' - 11 5/8"
5
9' - 0"
FF
0' - 0"
A2.5
8
PANEL 31
1/4" = 1'-0"
A2.5
PANEL 32
1/4" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
PANEL
ELEVATIONS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
JOB NO.:
2014075
AB
REVIEW
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A2.5
36' - 7 1/2"
37' - 7 3/4" T.O.N.
26' - 7" T.O.N.
36
37' - 8 1/4" T.O.N.
37' - 7 3/4" T.O.N.
4' - 5" T.O.N.
P.T. WOOD NAILER
4' - 5" T.O.N.
D
26' - 7 1/2"
26' - 7" T.O.N.
26' - 7 1/2"
26' - 7 1/2" T.O.N.
36' - 7 1/2" T.O.N.
37' - 7 3/4" T.O.N.
26' - 7 1/2" T.O.N.
4' - 5" T.O.N.
4' - 5" T.O.N.
9
P.T. WOOD NAILER
34
26' - 7" T.O.N.
29' - 5 1/2" T.O.N.
26' - 7 1/2" T.O.N.
33
36' - 7 1/2" T.O.N.
P.T. WOOD NAILER
26' - 7" T.O.N.
10
P.T. WOOD NAILER
SECTION CUT
THROUGH
PANEL #35
7' - 2"
9' - 0"
4' - 0"
9' - 0"
1' - 11 5/8"
FF
0' - 0"
FF
0' - 0"
0' - 9"
1' - 11 1/2"
8' - 11 3/8"
0' - 1"
7' - 6"
FF
0' - 0"
0' - 9"
0' - 9"
7' - 6"
1' - 11 1/2" 0' - 1"
12' - 8"
1' - 11 5/8"
1' - 11 1/8"
11' - 0 3/4"
9' - 0 1/2"
12' - 8"
3' - 9 5/8"
11' - 0 3/4"
3' - 4"
11' - 0 3/4"
7' - 10"
END OF
PANEL #36
ALIGNED
WITH INTERIOR
FACE OF
PANEL #35
12' - 10 1/4"
0' - 1"
0' - 1" 1' - 11 1/8"
0' - 9"
21' - 11"
1' - 11 1/8" 0' - 1"
0' - 1" 1' - 11 1/8"
FF
0' - 0"
12' - 10 5/8"
0' - 1"
22' - 1 1/4"
8' - 10 5/8"
4
0' - 1" 1' - 11 1/2"
A2.6
25' - 10 7/8"
25' - 11 1/4"
PANEL 36
1/4" = 1'-0"
25' - 11 1/4"
8
P.T. WOOD NAILER
P.T. WOOD NAILER
39
P.T. WOOD NAILER
26' - 7" T.O.N.
37' - 7 3/4" T.O.N.
37' - 7 3/4" T.O.N.
37' - 7 3/4" T.O.N.
29' - 5 1/2" T.O.N.
2
A7.3
26' - 7 1/2" T.O.N.
J.B. LVL - NORTH
34' - 2 5/8"
26' - 7" T.O.N.
37' - 7 3/4" T.O.N.
36' - 7 1/2" T.O.N.
26' - 7" T.O.N.
36' - 7 1/2" T.O.N.
J.B. LVL - NORTH
34' - 2 5/8"
26' - 7" T.O.N.
38
22' - 7 1/2" T.O.N.
37
4' - 5" T.O.N.
4' - 5" T.O.N.
P.T. WOOD NAILER
40
SECTION CUT
THROUGH
PANEL #39
9' - 0"
4' - 0"
9' - 0"
1' - 11 5/8"
SECTION CUT
THROUGH
PANEL #38
11' - 0 3/4"
14' - 0"
5' - 11 5/8"
7' - 2"
0' - 0 3/4" JOINT
3' - 2 3/4"
18' - 0"
2' - 7 3/4"
3' - 4"
12' - 8"
E
9
4' - 5" T.O.N.
NOTE:
ALL TILT-UP PANEL'S
THE ROOF DECK.
26' - 7 1/2" T.O.N.
NOTE:
ALL DIMENSIONS ARE
JOINT.
NOTE:
A2.6
12' - 8"
NOTE:
OF REVEAL.
A2.6
PANEL 35
1/4" = 1'-0"
26' - 7 1/2" T.O.N.
A2.6
3
PANEL 34
1/4" = 1'-0"
36' - 7 1/2" T.O.N.
NOTE:
PANEL 33
1/4" = 1'-0"
4' - 5" T.O.N.
2
1
3' - 2 5/8"
FF
0' - 0"
FF
0' - 0"
FF
0' - 0"
0' - 9"
3' - 2 1/4"0' - 1"
17' - 11"
22' - 1 3/4"
21' - 4"
5
A2.6
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
A2.6
SAA
ARCHITECTURE LLC.
0' - 1"
7' - 6"
0' - 9"
0' - 9"
7' - 6"
0' - 9"
9' - 1 7/8"
2' - 10 3/4"
0' - 1"
2' - 11 3/8"
0' - 1"
21' - 11"
0' - 1" 1' - 11 1/8"
30' - 5 1/8"
6
PANEL 37
1/4" = 1'-0"
FF
0' - 0"
7
PANEL 38
1/4" = 1'-0"
A2.6
8
PANEL 39
1/4" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
PANEL 40
1/4" = 1'-0"
A2.6
MARK
DATE
MGR
RELEASE
PANEL
ELEVATIONS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A2.6
9' - 0"
4' - 0"
4' - 5" T.O.N.
4' - 5" T.O.N.
J.B. LVL - NORTH
34' - 2 5/8"
26' - 7" T.O.N.
26' - 7 1/2" T.O.N.
37' - 7 3/4" T.O.N.
37' - 7 3/4" T.O.N.
36' - 7 1/2" T.O.N.
26' - 7" T.O.N.
37' - 7 3/4" T.O.N.
36' - 7 1/2" T.O.N.
26' - 7" T.O.N.
26' - 7 1/2" T.O.N.
1' - 11 5/8"
1' - 11 5/8"
44
9' - 0"
11' - 0 3/4"
12' - 8"
11' - 0 3/4"
7' - 0"
9' - 0"
6
P.T. WOOD NAILER
43
36' - 7 1/2" T.O.N.
37' - 7 3/4" T.O.N.
4' - 0"
4' - 5" T.O.N.
4' - 5" T.O.N.
26' - 7" T.O.N.
26' - 7 1/2" T.O.N.
9' - 0"
P.T. WOOD NAILER
42
36' - 7 1/2" T.O.N.
26' - 7 1/2" T.O.N.
41
1' - 11 5/8"
7
P.T. WOOD NAILER
P.T. WOOD NAILER
2' - 0"
7' - 6"
FF
0' - 0"
3' - 11 1/4"
1' - 11 1/8" 0' - 1"
FF
0' - 0"
21' - 11"
25' - 11 1/4"
FF
0' - 0"
0' - 1" 1' - 11 1/8"
1' - 11 1/8" 0' - 1"
21' - 11"
0' - 1"
1' - 11 1/8"
1' - 11 1/2"
0' - 1"
21' - 10 1/4"
0' - 1"
1' - 11 1/2" 0' - 1"
1' - 11 1/2"
8' - 11"
0' - 1"
2
A2.7
3
PANEL 42
1/4" = 1'-0"
A2.7
NOTE:
OF REVEAL.
5
4' - 5" T.O.N.
46
A2.7
NOTE:
NOTE:
ALL DIMENSIONS ARE
JOINT.
P.T. WOOD NAILER
3' - 10 1/4"
0' - 1"
4
P.T. WOOD NAILER
48
J.B. LVL - NORTH
34' - 2 5/8"
37' - 7 3/4" T.O.N.
37' - 7 3/4" T.O.N.
36' - 7 1/2" T.O.N.
37' - 7 3/4" T.O.N.
26' - 7" T.O.N.
26' - 7" T.O.N.
26' - 7 1/2" T.O.N.
9' - 0"
3' - 11 1/4"
9' - 0"
2' - 0"
1' - 11 1/2" 0' - 1"
0' - 1"
NOTE:
ALL TILT-UP PANEL'S
THE ROOF DECK.
FF
0' - 0"
8' - 11"
NOTE:
2' - 0"
FF
0' - 0"
0' - 1"
PANEL 44
1/4" = 1'-0"
7' - 0"
37' - 7 3/4" T.O.N.
36' - 7 1/2" T.O.N.
26' - 7" T.O.N.
26' - 7 1/2" T.O.N.
7' - 0"
36' - 7 1/2" T.O.N.
29' - 5 1/2" T.O.N.
9' - 0"
2' - 0"
2' - 0 1/4"
0' - 1" 1' - 11 1/2"
4
PANEL 43
1/4" = 1'-0"
47
9' - 6 3/4"
8' - 11"
26' - 7" T.O.N.
45
4' - 5" T.O.N.
P.T. WOOD NAILER
P.T. WOOD NAILER
0' - 1"
36' - 7 1/2" T.O.N.
A2.7
PANEL 41
1/4" = 1'-0"
4' - 5" T.O.N.
1
3' - 10 1/4"
25' - 11 1/4"
25' - 11 1/4"
3' - 4"
2' - 0"
0' - 9"
2' - 0 1/2"
9' - 0"
4' - 5" T.O.N.
0' - 9"
1' - 7 1/4"
2' - 8"
FF
0' - 0"
9' - 0"
8' - 11"
0' - 1" 1' - 11 1/2"
8' - 11"
0' - 1"
3' - 10 1/4"
A2.7
prohibited.
8' - 11"
0' - 1" 1' - 11 1/2"
1' - 11 1/2" 0' - 1"
8' - 11"
0' - 1"
3' - 10 1/4"
0' - 1"
8' - 11"
0' - 1" 1' - 11 1/2"
A2.7
PANEL 46
1/4" = 1'-0"
SAA
ARCHITECTURE LLC.
FF
0' - 0"
1' - 11 1/2"
0' - 1"
8' - 11"
0' - 1" 3' - 10 1/4" 0' - 1"
8' - 11"
0' 1'
- 1"
- 11 1/2"
25' - 11 1/4"
25' - 11 1/4"
6
PANEL 45
1/4" = 1'-0"
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
25' - 11 1/4"
26' - 0"
5
0' - 1"
FF
0' - 0"
7
A2.7
8
PANEL 47
1/4" = 1'-0"
A2.7
PANEL 48
1/4" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
E
12-15-14
AB
SLAB PERMITS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
B
A
10-27-14
10-01-14
AB
AB
PANEL
ELEVATIONS
DRAWN BY:
AB
CHK'D BY:
RGS
REVIEW
JOB NO.:
2014075
REVIEW
REVIEW
SHEET NO.:
A2.7
3
3' - 11 1/4"
9' - 0"
FF
0' - 0"
0' - 9"
8' - 11"
25' - 11 1/4"
1
A2.8
PANEL 49
1/4" = 1'-0"
1' - 11 1/2" 0' - 1"
21' - 10 1/4"
0' - 1" 1' - 11 1/2"
0' - 9"
1' - 11 1/2" 0' - 1"
A2.8
A2.8
ee
P.T. WOOD NAILER
J.B. LVL - NORTH
34' - 2 5/8"
7' - 6"
0' - 9"
21' - 10 1/4"
0' 1'
- 1"
- 11 1/2"
4
PANEL 51
1/4" = 1'-0"
NOTE:
OF REVEAL.
A2.8
NOTE:
ALL DIMENSIONS ARE
JOINT.
dd
P.T. WOOD NAILER
NOTE:
ALL TILT-UP PANEL'S
THE ROOF DECK.
NOTE:
D
P.T. WOOD NAILER
55
PANEL 52
1/4" = 1'-0"
56
36' - 7" T.O.N.
36' - 7" T.O.N.
29' - 4" T.O.N.
26' - 7" T.O.N.
36' - 7" T.O.N.
36' - 7 1/2" T.O.N.
29' - 4" T.O.N.
26' - 7" T.O.N.
36' - 7 1/2" T.O.N.
37' - 7 3/4" T.O.N.
29' - 5 1/2" T.O.N.
26' - 7" T.O.N.
54
0' - 9"
25' - 11 1/4"
3
4' - 5" T.O.N.
4' - 5" T.O.N.
P.T. WOOD NAILER
E
1' - 11 1/2"
0' - 1"
0' - 1" 1' - 11 1/2"
NOTE:
J.B. LVL - NORTH
34' - 2 5/8"
0' - 9"
21' - 10 1/4"
PANEL 50
1/4" = 1'-0"
1
53
7' - 6"
25' - 11 1/4"
2
26' - 7 1/2"
0' - 9"
25' - 11 1/4"
36' - 7 1/2" T.O.N.
7' - 6"
0' - 1" 1' - 11 1/2"
FF
0' - 0"
4' - 5" T.O.N.
0' - 1"
2' - 0"
26' - 7" T.O.N.
3' - 10 1/4"
9' - 0"
36' - 7 1/2" T.O.N.
0' - 1"
29' - 4" T.O.N.
8' - 11"
3' - 11 1/4"
4' - 5" T.O.N.
1' - 11 1/2" 0' - 1"
9' - 0"
1' - 7 1/4"
FF
0' - 0"
1' - 7 1/4"
26' - 7" T.O.N.
37' - 7 3/4" T.O.N.
12' - 8"
2' - 0"
FF
0' - 0"
26' - 7 1/2"
26' - 7 1/2"
2' - 0"
12' - 7 1/4"
9' - 0"
1' - 7 1/4"
2' - 0"
J.B. LVL - NORTH
34' - 2 5/8"
36' - 6" T.O.N.
37' - 7 3/4" T.O.N.
2' - 0"
4' - 5" T.O.N.
4' - 5" T.O.N.
52
12' - 7 1/4"
9' - 0"
11' - 0 3/4"
3' - 11 1/4"
11' - 0 3/4"
9' - 0"
26' - 7 1/2"
26' - 7 1/2" T.O.N.
37' - 7 3/4" T.O.N.
36' - 7 1/2" T.O.N.
26' - 7 1/2"
26' - 7 1/2"
36' - 7 1/2" T.O.N.
37' - 7 3/4" T.O.N.
36' - 7 1/2" T.O.N.
2' - 0"
P.T. WOOD NAILER
51
26' - 7" T.O.N.
50
26' - 7" T.O.N.
49
P.T. WOOD NAILER
4' - 5" T.O.N.
4' - 5" T.O.N.
P.T. WOOD NAILER
26' - 7" T.O.N.
P.T. WOOD NAILER
2
SECTION CUT
THROUGH
PANEL #54
2' - 0"
9' - 0"
9' - 9 5/8"
3' - 4"
1' - 10"
7' - 2"
12' - 8"
SECTION CUT
THROUGH
PANEL #53
1' - 8"
FF
0' - 0"
0' - 9"
7' - 6"
0' - 9"
1' - 11 1/2" 0' - 1"
8' - 10 5/8"
0' - 1"
12' - 11"
FF
0' - 0"
0' - 1" 1' - 11 1/2"
22' - 11 1/2"
25' - 11 5/8"
0' - 1"
2' - 5 1/2"
2' - 5 1/2"
0' - 1"
17' - 11"
25' - 6"
5
A2.8
A2.8
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
0' - 1"
4' - 11 1/2"
7
PANEL 54
1/4" = 1'-0"
SAA
ARCHITECTURE LLC.
FF
0' - 0"
4' - 11 1/2"
0' - 1"
17' - 11"
0' - 1"
25' - 6"
25' - 6"
6
PANEL 53
1/4" = 1'-0"
FF
0' - 0"
A2.8
2' - 5 1/2"
8
PANEL 55
1/4" = 1'-0"
A2.8
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
PANEL 56
1/4" = 1'-0"
PANEL
ELEVATIONS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
JOB NO.:
2014075
AB
REVIEW
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A2.8
cc
P.T. WOOD NAILER
B
bb
C
P.T. WOOD NAILER
P.T. WOOD NAILER
P.T. WOOD NAILER
36' - 7" T.O.N.
29' - 4" T.O.N.
4' - 5" T.O.N.
36' - 7 1/2" T.O.N.
29' - 4" T.O.N.
26' - 7" T.O.N.
4' - 5" T.O.N.
36' - 7" T.O.N.
36' - 7" T.O.N.
36' - 7 1/2" T.O.N.
29' - 4" T.O.N.
26' - 7" T.O.N.
59
26' - 7" T.O.N.
36' - 7" T.O.N.
36' - 7 1/2" T.O.N.
29' - 4" T.O.N.
29' - 4" T.O.N.
26' - 7" T.O.N.
58
7' - 2"
19' - 10 3/8"
3' - 4"
2' - 3 5/8"
FF
0' - 0"
2' - 5 1/2"
0' - 1"
17' - 11"
0' - 1"
4' - 11 1/2"
4' - 11 1/2"
FF
0' - 0"
0' - 1"
17' - 11"
0' - 1"
1
A2.9
FF
0' - 0"
2' - 5 1/2"
2' - 5 1/2"
0' - 1"
17' - 11"
25' - 6"
25' - 6"
0' - 1"
4' - 11 1/2"
4' - 11 1/2"
2
A2.9
0' - 1"
17' - 11"
0' - 1"
2' - 5 1/2"
25' - 6"
25' - 6"
PANEL 57
1/4" = 1'-0"
FF
0' - 0"
3
PANEL 58
1/4" = 1'-0"
NOTE:
PROVIDE ACCURATE
A INFORMATION & DIMENSIONS. HOWEVER, THESE DRAWINGS ARE NOT INTENDED TO TAKE
4
PANEL 59
A2.9
1/4" = 1'-0"
NOTE:
OF REVEAL.
PANEL 60
1/4" = 1'-0"
A2.9
NOTE:
ALL DIMENSIONS ARE
JOINT.
NOTE:
ALL TILT-UP PANEL'S
THE ROOF DECK.
NOTE:
P.T. WOOD NAILER
REVEAL RETURN
UP TO THE FACE
OF THE CORNER
WALL
62
4' - 5" T.O.N.
61
4' - 5" T.O.N.
P.T. WOOD NAILER
PANEL BEYOND
REVEAL RETURN
8
36' - 7" T.O.N.
29' - 4" T.O.N.
3' - 4"
19' - 8"
REVEAL RETURN
5' - 1"
REVEAL RETURN
7' - 2"
2' - 6"
SECTION
CUT
THROUGH
PANEL #1
14A
10' - 0"
REVEAL RETURN
15' - 1 1/2" T.O.N.
5' - 1 1/2" T.O.N.
P.T. WOOD NAILER
7' - 11"
26' - 7" T.O.N.
36' - 7 1/2" T.O.N.
29' - 4" T.O.N.
36' - 7" T.O.N.
29' - 5 1/2" T.O.N.
26' - 7" T.O.N.
J.B. LVL - SOUTH
29' - 5 1/2"
36' - 7 1/2" T.O.N.
36' - 7 1/2" T.O.N.
57
4' - 5" T.O.N.
4' - 5" T.O.N.
60
FF
0' - 0"
FF
0' - 0"
4' - 1 1/8"
2' - 5 1/2"
0' - 1"
17' - 11"
0' - 1"
4' - 11 1/2"
4' - 10 3/4"
0' - 1"
17' - 11 3/4"
0' - 1"
0' - 1"
3' - 2 1/4"
0' - 1"
3' - 0 1/4" 1' - 11 1/2"
FF
0' - 0"
0' - 0 1/2"
12' - 10 3/4"
0' - 0 1/2"
4' - 1 1/8"
21' - 2"
25' - 6"
31' - 4 1/2"
5
A2.9
6
PANEL 61
1/4" = 1'-0"
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
A2.9
SAA
ARCHITECTURE LLC.
7
PANEL 62
1/4" = 1'-0"
A2.9
PANEL 63
1/4" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
PANEL
ELEVATIONS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
JOB NO.:
2014075
AB
REVIEW
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A2.9
E
ee
dd
D
cc
C
bb
3
B
A3.0
A
TOP OF HIGH
ROOF
36' - 0 1/8"
2% SLOPE
TOP OF LOW ROOF
30' - 4"
FF
0' - 0"
FF
0' - 0"
SEE STRUCTURAL DWG
FOR FOUNDATION DETAILS
E
ee
SEE STRUCTURAL DWG
FOR FOUNDATION DETAILS
dd
D
cc
C
bb
1
B
A3.0
A
Section 1
1/8" = 1'-0"
3
A3.0
TOP OF HIGH
ROOF
36' - 0 1/8"
2% SLOPE
29' - 1"
30' - 2 1/8"
31' - 3 1/8"
TOP OF LOW ROOF
30' - 4"
FF
0' - 0"
2
A3.0
12
11
10
9
8
7
6
5
4
3
2
Section 2
1/8" = 1'-0"
1
1b
1a
TOP OF HIGH
ROOF
36' - 0 1/8"
FF
0' - 0"
3
A3.0
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
SECTION 3
1/16" = 1'-0"
BUILDING
SECTION
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
JOB NO.:
2014075
AB
REVIEW
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A3.0
PRE-FINISHED CONT.
ALUMINUM COPING ON
CONT. CLEAT.
COLOR:TBD
1
A4.0
Sim
PRE-FINISHED CONT.
ALUMINUM COPING ON
CONT. CLEAT.
COLOR:TBD
SINGLE PLY WHITE MEMBRANE 45 MIL
FULLY ADHERED TPO ROOF ON TOP OF
W/ MECHANICALLY FASTENED
POLYISOCYANURATE INSULATION R25, TYP. OVER 1-1/2" PRIMED STEEL
WIDE RIB ROOF DECK
1
A4.0
Sim
PRE-FINISHED CONT.
ALUMINUM COPING ON
CONT. CLEAT.
COLOR:TBD
SINGLE PLY WHITE MEMBRANE
45 MIL FULLY ADHERED TPO
ROOF ON TOP OF W/
MECHANICALLY FASTENED
POLYISOCYANURATE
INSULATION R-25, TYP. OVER 11/2" PRIMED STEEL WIDE RIB
ROOF DECK
SINGLE PLY WHITE MEMBRANE 45
MIL FULLY ADHERED TPO ROOF ON
TOP OF W/ MECHANICALLY
FASTENED POLYISOCYANURATE
INSULATION R-25, TYP. OVER 1-1/2"
PRIMED STEEL WIDE RIB ROOF
DECK
Sim
1
A4.0
CONTINUOUS FOAM
PLATE EMBED. SEE
STRUCT. DWGS FOR
LOCATIONS & DESIGN
PLATE EMBED. SEE
STRUCT. DWGS FOR
LOCATIONS & DESIGN
PLATE EMBED. SEE
STRUCT. DWGS FOR
LOCATIONS & DESIGN
CONTINUOUS
CLEAT ON BOTH
SIDES
PRE-FINISHED CONT. METAL COPING
ON CONT. CLEAT. COLOR: TBD
CONTINUOUS P.T. WOOD BLOCKING
LAG SCREWS. SEE STRUCT. DWGS
FOR SPECIFICATIONS
SINGLE-PLY MEMBRANE, FULLY ADHERED
WHITE TPO ROOF SYSTEM TO BE WRAPPED
OVER TOP OF PANEL AND SECURED TO
WOOD BLOCKING. TO BE ADHERED TO
BACK OF PANEL
WHITE TPO MEMBRANE 45 MIL,
FULLY ADHERED
NOTE:
NOTE:
NOTE:
SEE STRUCT. ROOF FRAMING
PLANS FOR JOIST DIRECTION &
BEARING ELEVATIONS @ SIMILAR (SIM.)
WALL SECTION CONDITIONS
POLYISOCYANURATE
INSULATION R-25 MIN.,
1-1/2" PRIMED STEEL. WIDE RIB
ROOF DECK. SEE STRUCT. DWGS
FOR SUPPORT & DESIGN
PLATE EMBED. SEE
STRUCT. DWGS FOR
LOCATIONS & DESIGN
PLATE EMBED. SEE
STRUCT. DWGS FOR
LOCATIONS & DESIGN
MIN. R-9.5 CONTINUOUS BATT INSULATION
W/ WHITE SCRIM FACE STICK-PINNED TO
CONC. TILT WALL W/ 6" OF SCRIM FACE
FOLDED BACK AROUND TOP & BOTTOM OF
INSULATION. ALL JOINTS TO BE TAPED.
INSTALL FROM UNDERSIDE OF THE ROOF
DECK DOWN TO FINISHED FLOOR ALONG
THE ENTIRE PERIMETER OF THE BUILDING
MIN. R-9.5 CONTINUOUS BATT
INSULATION W/ WHITE SCRIM FACE
STICK-PINNED TO CONC. TILT WALL W/
6" OF SCRIM FACE FOLDED BACK
AROUND TOP & BOTTOM OF INSULATION.
ALL JOINTS TO BE TAPED. INSTALL FROM
UNDERSIDE OF THE ROOF DECK DOWN
TO FINISHED FLOOR ALONG THE ENTIRE
PERIMETER OF THE BUILDING
FOLDED BACK AROUND TOP & BOTTOM
OF INSULATION. ALL JOINTS TO BE
TAPED. INSTALL FROM UNDERSIDE OF
THE ROOF DECK DOWN TO FINISHED
FLOOR ALONG THE ENTIRE PERIMETER
OF THE BUILDING
SEE STRUCT. DWGS FOR
FRAMING DESIGN & DETAILS
1
A4.0
CONTINUOUS FOAM
CONTINUOUS
CLEAT ON BOTH
SIDES
PRE-FINISHED CONT. METAL COPING
ON CONT. CLEAT. COLOR: TBD
TILT-UP CONC. PANEL
EXTERIOR
INTERIOR
EXTERIOR
PARAPET CAP DETAIL EMBED
1 1/2" = 1'-0"
CONTINUOUS P.T. WOOD BLOCKING
INTERIOR
EXTERIOR
LAG SCREWS. SEE STRUCT. DWGS
FOR SPECIFICATIONS
INTERIOR
SINGLE-PLY MEMBRANE, FULLY ADHERED
WHITE TPO ROOF SYSTEM TO BE WRAPPED
OVER TOP OF PANEL AND SECURED TO
WOOD BLOCKING. TO BE ADHERED TO
BACK OF PANEL
TILT-UP CONC. PANEL
TILT-UP CONC. PANEL
SEE SCHED.
WHITE TPO MEMBRANE 45 MIL, FULLY
ADHERED
POLYISOCYANURATE
INSULATION R-25 MIN.,
EXIT DOOR. SEE A0.2
FOR DOOR SPECIFICATION
STEEL ANGLE LEDGE.
LOCATIONS & DESIGN
10 MIL. POLY
COMPACTED GRAVEL BASE. SEE
STRUCT. DWGS FOR SPECIFICATIONS
CONTINUOUS EXTRUDED POLYSTYRENE
INSULATION TO EXTEND A MIN. OF 2'-0"
BELOW TOP OF SLAB. MIN R-VALUE: 10
COMPACTED EARTH
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
1" SHIM PACK
2
A4.0
TYP. WALL SECTION 01
1/2" = 1'-0"
SEE SCHED.
10 MIL. POLY
COMPACTED EARTH
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
5
A4.0
F.F.L.
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
1" WATER RESISTIVE
NON-BEARING FOAM. AT
SILL ONLY; USE SHIMS
AND SOLID GROUT @
PANEL LEGS
THRESHOLD NEEDS TO
BE SET IN FULL BED OF
MATIC & EXTEND PAST
FLOOR JOINT.
SLOPED
3
A4.0
TYP. WALL SECTION 02
1/2" = 1'-0"
SAA
ARCHITECTURE LLC.
SEE STRUCT. DWGS.
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
1/2" EXPANSION MATERIAL
W/ ELASTOMERIC SEALANT
TO MATCH CONC. COLOR
SEE STRUCT. DWGS
F.F.L.
SEE STRUCT. DWGS
F.F.L.
FINIHS GRADE. SEE
CIVIL DWGS FOR
DETAILS
0' - 6" MIN.
FINIHS GRADE. SEE
CIVIL DWGS FOR
DETAILS
0' - 6" MIN.
FRAMING DESIGN & DETAILS
PARAPET CAP DETAIL LEDGE
1 1/2" = 1'-0"
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
10 MIL. POLY
4" CONC. SLAB
4" GRAVEL BASE
COMPACTED
EARTH
1" WATER RESISTIVE
AND SOLID GROUT @
PANEL LEGS
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
4
A4.0
TYP. WALL SECTION @ MAN
DOOR
1/2" = 1'-0"
WALL
SECTIONS
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
JOB NO.:
2014075
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A4.0
PRE-FINISHED CONT.
ALUMINUM COPING ON
CONT. CLEAT.
COLOR:TBD
SINGLE PLY WHITE MEMBRANE
45 MIL FULLY ADHERED TPO
ROOF ON TOP OF W/
POLYISOCYANURATE
INSULATION R-25, TYP. OVER 11/2" PRIMED STEEL WIDE RIB
ROOF DECK
Sim
1
A4.0
PRE-FINISHED CONT.
ALUMINUM COPING ON
CONT. CLEAT.
COLOR:TBD
PLATE EMBED. SEE
STRUCT. DWGS FOR
LOCATIONS & DESIGN
MIL FULLY ADHERED TPO ROOF
ON TOP OF W/ MECHANICALLY
INSULATION R-25, TYP. OVER 11/2" PRIMED STEEL WIDE RIB ROOF
DECK
Sim
1
A4.0
PRE-FINISHED CONT.
ALUMINUM COPING ON
CONT. CLEAT.
COLOR:TBD
PLATE EMBED. SEE
STRUCT. DWGS FOR
LOCATIONS & DESIGN
1
A4.0
MIL FULLY ADHERED TPO ROOF ON
TOP OF W/ MECHANICALLY
INSULATION R-25, TYP. OVER 1-1/2"
PRIMED STEEL WIDE RIB ROOF
DECK
Sim
PLATE EMBED. SEE
STRUCT. DWGS FOR
LOCATIONS & DESIGN
NOTE:
NOTE:
NOTE:
TILT-UP CONC. PANEL
TILT-UP CONC. PANEL
OF THE BUILDING
OF THE BUILDING
INTERIOR
EXTERIOR
TILT-UP CONC. PANEL
EXTERIOR
OF THE BUILDING
INTERIOR
INTERIOR
EXTERIOR
FACE OF TILT-UP CONC. PANEL BEYOND
3" O.H. DOOR TRACK
VERTICAL LIFT
STL. "TRAK GUARD" BY
OMEGA PRODUCTS.
PAINTED OSHA SAFETY
YELLOW.
STL. "TRAK GUARD" BY
OMEGA PRODUCTS.
PAINTED OSHA SAFETY
YELLOW.
POUR STRIP. WIDTH VARIES
SLOPED
SEE STRUCT FOR DETAILS
F.F.L.
HM EXIT DOOR. SEE SCHED.
ON A0.2 FOR DETAILS
3" O.H. DOOR TRACK
VERTICAL LIFT
F.F.L.
4" CONC. SLAB
4" GRAVEL BASE
F.F.L.
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
SLOPED
10 MIL. POLY
4" CONC. SLAB
4" CONC. SLAB
4" GRAVEL BASE
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
SLOPED
10 MIL. POLY
4" GRAVEL BASE
10 MIL. POLY
COMPACTED EARTH
COMPACTED EARTH
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
1" SHIM PACK
1" SHIM PACK
COMPACTED EARTH
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
1
A4.1
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
TYP. WALL SECTION @ DOCK
DOOR
1/2" = 1'-0"
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
2
A4.1
SAA
ARCHITECTURE LLC.
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
1" WATER RESISTIVE
AND SOLID GROUT @
PANEL LEGS
TYP. WALL SECTION @ DRIVE-IN
DOOR
1/2" = 1'-0"
3
A4.1
TYP. WALL SECTION @ MAN
DOOR W/ STAIR
1/2" = 1'-0"
WALL
SECTIONS
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
JOB NO.:
2014075
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A4.1
EXTERIOR
INTERIOR
F.F.L.
F.F.L.
EXTERIOR
INTERIOR
GC TO COORDINATE PIT DIMENSTION
BASED ON THE CHOSEN PIT LEVELER
EXT. GRADE VARIES.
SEE CIVIL DRAWINGS
FOR DETAILS
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
CONC. SLAB.
SEE CIVIL.
DWGS FOR DETAILS
SLOPED
CIVIL DWGS FOR SPECIFICATIONS
EXT. GRADE VARIES.
SEE CIVIL DRAWINGS
FOR DETAILS
CONC. SLAB.
SEE CIVIL.
DWGS FOR DETAILS
SLOPED
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
10 MIL. POLY
COMPACTED
GRAVEL BASE. SEE
CIVIL DWGS FOR
SPECIFICATIONS
10 MIL. POLY
COMPACTED EARTH
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
1" SHIM PACK
COMPACTED EARTH
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
1" SHIM PACK
1
A4.2
EXT. GRADE VARIES.
SEE CIVIL DRAWINGS
FOR DETAILS
2
DOCK WALL FOOTING SECTION
3/4" = 1'-0"
A4.2
INTERIOR
EXTERIOR
SECTION DETAIL @ DOCK
LEVELER PIT
3/4" = 1'-0"
INTERIOR
EXTERIOR
0' - 1"
TILT-UP WALL
SLOPE
F.F.L.
EXT. GRADE VARIES.
SEE CIVIL DRAWINGS
FOR DETAILS
F.F.L.
SLOPE
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
COMPACTED EARTH
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
COMPACTED EARTH
10 MIL. POLY
10 MIL. POLY
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
3
A4.2
FOOTING SECTION @ CURTAIN
WALL
3/4" = 1'-0"
4
A4.2
TYP. FOOTING SECTION
3/4" = 1'-0"
COLUMN GRID LINE
INTERIOR
INTERIOR
STEEL COLUMN & BASE
PLATE. SEE STRUCT.
DWGS FOR DETAILS
POUR SLAB. SEE STRUCT.
FOR DESIGN & DETAILS
F.F.L.
CONC. SLAB. SEE STRUCT.
DWGS FOR DETAILS
POUR SLAB
CONC. SLAB. SEE STRUCT.
DWGS FOR DETAILS
SEE STRUCT. DWGS.
COMPACTED GRAVEL
BASE. SEE STRUCT.
DWGS FOR SPECIFICATIONS
COMPACTED EARTH
10 MIL. POLY
CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
5
A4.2
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
COLUMN FOOTING DETAIL
3/4" = 1'-0"
SECTION
DETAILS
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
E
12-15-14
AB
D
11-25-14
DRAWN BY:
AB
SLAB PERMITS
CHK'D BY:
RGS
AB
REVIEW
JOB NO.:
2014075
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A4.2
3000 PSI CONCRETE CONE CAP
BOLLARD TO COVERED WITH A
PLASTIC SLEEVE BY IDEALSHIELD
OR AN APPROVED EQUAL.
COLOR TO BE OSHA YELLOW
0' - 6"
PLAN
SCHED. 80 STEEL PIPE
W/3000 PSI AERATED CONC.
0' - 6" DIA.
3000 PSI CONCRETE CONE CAP
BOLLARD TO COVERED WITH A
PLASTIC SLEEVE BY IDEALSHIELD
OR AN APPROVED EQUAL. COLOR
TO BE OSHA YELLOW
TILT-UP CONC. PANEL
O.H. DOOR & TRACK
SCHED. 80 STEEL PIPE W/3000 PSI AERATED
CONCRETE.
TILT-UP CONC. PANEL
WEATHERSTRIP PER
O.H. DOOR
MANUFACTURER
INTERIOR
EXTERIOR
4' - 0"
3' - 0"
PAINTED OSHA SAFETY
YELLOW.
0' - 1 1/2"
1" EXTRUDED POLYSTYRENE
FOAM EXPANSION JOINT
PAINTED OSHA SAFETY
YELLOW.
O.H. DOOR & TRACK
FINISH GRADE
4' - 0"
PAINTED OSHA SAFETY
YELLOW.
CAULK AROUND PERIMETER
WEATHERSTRIP PER
O.H. DOOR
MANUFACTURER
SLOPED
1" EXTRUDED POLYSTYRENE
FOAM EXPANSION JOINT
CAULK AROUND PERIMETER
6" CONC. SLAB ON GRADE (3000
PSI). SEE CIVIL DWGS FOR DETAILS
F.F.L.
SPECIFICATIONS)
INTERIOR
EXTERIOR
1' - 2 3/4" SLAB BELOW SLOPED
SEE SECTION 2/A5.0
10 MIL POLY
SPECIFICATIONS)
4
COMPACTED CONTROLLED
FILL OR UNDISTURBED EARTH
OH DOOR JAMB DETAIL @
DRIVE-IN RAMP
3" = 1'-0"
0' - 10"
A5.0
4' - 0"
1' - 2" SLAB BELOW SLOPED
4' - 10"
0' - 0 3/4"
SEE SECTION 2/A5.0
OMEGA TRAK GUARD
1 1/2" = 1'-0"
3,000 PSI AERATED CONCRETE
ISOMETRIC
1' - 4" DIA.
SECTION
1
BOLLARD DETAILS
3/4" = 1'-0"
A5.0
TILT-UP CONC. PANEL BEYOND
OH DOOR
EXTERIOR
0' - 0 3/4"
SLOPE
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
SLOPED FLOOR
THROUGH DOOR
1' - 2"
WEATHER STRIP OVER DOOR
INTERIOR
OH DOOR
SLOPED FLOOR
THROUGH DOOR
INTERIOR
EXTERIOR
1' - 2"
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
F.F.L.
SLOPE
0' - 0 3/4"
1/2" WASH (MIN.)
FOR THE LAST 8"
TILT-UP CONC. PANEL BEYOND
1/2" WASH (MIN.)
FOR THE LAST 8"
WEATHER STRIP OVER DOOR
0' - 0 3/4"
A5.0
OH DOOR JAMB DETAIL @ DOCK
DOOR
3" = 1'-0"
SUB-BASE PER
CIVIL DWGS
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
F.F.L.
1' - 0"
2
0' - 6"
4" GRAVEL BASE
3
DOCK BUMPER BY DURABLE CORP.
PRODUCT: B4510-18
LAMINATED RUBBER PLATES BETWEEN
GALV. STL. ANGLE RETAINERS.
FACE DIM: 10"x18"; MIN. 4" PROJECTION.
TWO (2) PER DOOR.
0' - 1 1/2"
GRAVEL
BASE
COMPACTED EARTH
10 MIL POLY
EXTRUDED POLYSTYRENE
INSULATION TO EXTEND A
MIN. OF 2'-0" BELOW TOP
OF SLAB. MIN R-VALUE: 10
GRAVEL
BASE
5
A5.0
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
OH DOOR SILL DETAIL FOR
DOCK DOORS
3" = 1'-0"
ARCHITECTURE LLC.
EXTRUDED POLYSTYRENE
INSULATION TO EXTEND A
MIN. OF 2'-0" BELOW TOP
OF SLAB. MIN R-VALUE: 10
COMPACTED EARTH
10 MIL POLY
GRAVEL
BASE
6
A5.0
COMPACTED EARTH
OH DOOR SILL DETAIL FOR
DRIVE IN DOORS
3" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
DETAILS
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A5.0
2
NOTE:
ISOMETRIC DRAWING AND THE CONTENT
HEREIN ARE FOR DESIGN INTENT ONLY.
A5.1
COVER W/1" FIBERGLASS INSULAATION
THROUGHTOUT COVER
GASKET
(ALL AROUND)
SPRING LATCH WITH
INSIDE-OUTISDE HANDLES
AND PADLOCK HASP
3/16" PROOF COIL
ASTM SPECIFICATION
ZINC PLATED W/QUICK
LINK & "S" HOOK
CHAIN SYSTEM
TOP OF LOW ROOF
30' - 4"
1 1/4" ID A53
GRADE B SEAMED
STEEL PIPE
8' - 7"
0' - 4 5/8"
COVER LINER
RED VINYL GRIP
OPEN
BELOW
WEATHER AND
LIGHT RESISTANT
PIPE PLUGS FOR
PIPE ENDS W/ 3/8"
HEX HEAD BOLTS,
GRADE Z, ZINC PLATED
W/ MANUFACTURER'S
STANDARD WASHERS
INSIDE AND OUT
AUTOMATIC
HOLD OPEN ARM
AND COVER RELEASE
4' - 6"
COMBINATION
LOCK STRIKE
AND PADLOCK HASP
CURB WITH INTEGRAL
CAP FLASHING AND
BILCLIP (TM)
7
ROOF JOIST LOCATION
SEE STRUCTURE
FOR DESIGN DETAILS
2
24' - 4"
LIFTING
MECHANISM
HOUSING
1 HOUR RATED WALL
6" 22 GA METAL STUD 16" OC
5/8" GWB ON BOTH SIDES UPTO
BOTTOM OF THE DECK
A5.1
A5.1
3' - 11 1/2"
ROOF HATCH ISO
1/8" = 1'-0"
3' - 6 1/2"
6
3
NEOPRENE GASKET
A5.1
8" CMU WALL
8' - 0"
GASKET
(ALL AROUND COVER)
SLAM LATCH
BILCO
TYPE F
ROOF HATCH
COVER LINER
13' - 1 5/8"
INSIDE & OUTSIDE HANDLES
W/ PADLOCK HASPS
ARM GUIDE BRACKET
1" THICK FIBERGLASS
COVER INSULATION
RED VINYL GRIP
FF
0' - 0"
ROOF HATCH
3
A5.1
Section 17
1/4" = 1'-0"
HOLD OPEN ARM
W/ NYLON ROLLER
LOCK STRIKE AND
PADLOCK HASP
FRAME WITH
CAP FLASHING
(CORNERS FULL WELDED)
A
7 3/8"
1' - 0"
A
PINTLE HINGE
3
1" RIGID FIBERBOARD
INSULATION
2 1/4"
3 1/2"
7
LIFTING MECHANISM W/
REINFORCED COMPOSITE
TUBES & ELECTROCOATED
COMPRESSION SPRINGS
4
A5.1
7
A5.1
A5.1
13' - 2 1/4"
ROOF PLAN - Callout 4
1/4" = 1'-0"
TOP OF LOW ROOF
30' - 4"
ROOF HATCH SECTION
1" = 1'-0"
2
A5.1
Left Side View
3
A5.1
17' - 0"
3' - 6"
4' - 2 3/4"
1 HOUR RATED WALL
6" 22 GA METAL STUD 16" OC
5/8" GWB ON BOTH SIDES UPTO
BOTTOM OF THE DECK
22' - 1 7/8" (VARIES)
Frontal View
3' - 4 1/4"
Right Side View
22' - 10"
Materials:
Pipe: 1 1/4" ID A53 Grade B seamed steel.
Roof Hatch
Finish: Galvanized (hot dipped).
Roof hatch shall be of the Railing
Chain system: 3/16" proof coil ASTM specification,
zinc plated with quick link and "S" hook.
Ready design with pre-drilled holes on
Self closing gate (optional to chain): Manufacturer's
standard spring or gravity operated.
KeeHatch Railing System brackets.
cap flashing of hatch for mounting
A
8' - 0"
Roof hatch curb flashing shall not be penetrated.
Pipe plugs: Weather and light resistant for pipe ends.
Bolts: Hex head bolts 3/8", grade Z, zinc plated with
manufacturer's standard washers inside and outside.
Railing fittings: Manufacturer's standard cast
fittings, galvanized.
FF
0' - 0"
8" CMU WALL
Sealant for brackets: Manufacturer's standard.
1
A5.1
5
A5.1
FLOOR PLAN - Callout 9
1/4" = 1'-0"
ROOF HATCH DETAILS
1/2" = 1'-0"
2
A5.1
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
Section 16
1/4" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
WATER ROOM
DETAILS
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A5.1
D
7
A7.0
A7.0
16' - 11 1/2"
A3.0
4' - 8"
1' - 11"
EXTERIOR
3' - 5 5/8"
INTERIOR
7
TOP OF CANOPY.
(NOT VISIBLE IN VIEW)
CLEAR
OF THE BUILDING
1/2" SQ. STL. PICKETS.
SPACED @ 4" O.C. MAX.
1 1/2" DIA. GALV.
STL. GUARDRAIL
MIN.
D
FIRE DEPT. ACCESS DOOR.
SEE A0.2 FOR DOOR
SPECIFICATION
13' - 1 7/8"
3' - 4"
A7.0
1/2" = 1'-0"
0' - 11"
0' - 4" MAX
004
1" WATER RESISTIVE
AND SOLID GROUT @
PANEL LEGS
6 TREADS @ 11" EACH = 5' - 6"
MIN.
7
A7.0
Section 7
1/2" = 1'-0"
FF
0' - 0"
4' - 0" CLEAR
CONCRETE STAIR &
LANDING. SEE STRUCT.
DWGS FOR DETAILS
3' - 5 5/8"
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
5' - 0"
1 1/2" DIA. GALV.
STL. GUARDRAIL
1 1/2" DIA. GALV.
STL. HANDRAIL
10 MIL. POLY
COMPACTED
EARTH
4" GRAVEL BASE
020
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
4" CONC. SLAB
SEE A0.2 FOR DOOR
SPECIFICATION
FF
0' - 0"
CONCRETE STAIR &
ø 0' - 6" MAX. DWGS FOR DETAILS
3' - 9 5/8"
5
THRESHOLD NEEDS TO
MATIC & EXTEND PAST
FLOOR JOINT.
7' - 0"
7' - 0"
0' - 4" MAX.
0' - 4" MAX.
004
7 RISERS SPACED EQUALLY
@ 7" MAX. EACH = 4' - 0"
CONCRETE STAIR &
LANDING. SEE
STRUCT. DWGS
FOR DETAILS
3 '- 6" A.F.F.
0' - 2 1/2"
5' - 0"
0' - 2 1/2"
2' - 10" A.F.F.
1 1/2" DIA. GALV.
STL. HANDRAIL
1' - 11"
1 1/2" DIA. GALV.
STL. GUARDRAIL
4' - 8"
6' - 10 3/8"
9
Elevation 2 - a
1/2" = 1'-0"
A7.0
E
8
A7.0
UPWARD-ACTING
SECTIONAL DOOR.
SEE A0.2 FOR DOOR
SPECIFICATION
4" MAX.
0' - 6 7/8"
1' - 0"
SEE A0.2 FOR DOOR
SPECIFICATION
1' - 0" MIN.
1 1/2" DIA. GALV.
STL. GUARDRAIL
32
FABRIC CANOPY COVER
ON GALV. STEEL OR ALUM.
PIPE FRAME. FRAMING DESIGN
BY MANUFACTURER.
7' - 0"
7' - 2"
1 1/2" DIA. GALV.
STL. HANDRAIL
3' - 0"
1 1/2" DIA. GALV.
STL. HANDRAIL
2' - 10"
6 TREADS @ 11" EACH = 5' - 6"
FABRIC CANOPY COVER
BY MANUFACTURER.
@ 7" MAX. EACH = 4' - 0"
FABRIC CANOPY
COVER ABOVE
33
3' - 0"
4' - 0"
3' - 0"
0' - 11"
A7.0
MIN.
8' - 9 7/8"
1
9
A7.0
10
E
2' - 7 3/4"
3' - 4"
3' - 3"
6
A7.0
3' - 6" MAX.
0' - 4" MAX.
3' - 0"
UPWARD-ACTING
SECTIONAL DOOR.
SEE A0.2 FOR DOOR
SPECIFICATION
COMPACTED
EARTH
4" GRAVEL BASE
1" WATER RESISTIVE
AND SOLID GROUT @
PANEL LEGS
1/2" = 1'-0"
0' - 11"
6 TREADS @ 11" EACH = 5' - 6"
7' - 0"
10 MIL. POLY
4" CONC. SLAB
005
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
9' - 2 3/4"
SEE A0.2 FOR DOOR
SPECIFICATION
1 1/2" DIA. GALV.
STL. HANDRAIL
5' - 0"
MIN.
8
A7.0
Section 8
1/2" = 1'-0"
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
@ 7" MAX. EACH 4' - 0"
005
THRESHOLD NEEDS TO
MATIC & EXTEND PAST
FLOOR JOINT.
ø 0' - 6" MAX.
0' - 6 7/8"
2' - 11"
SEE A0.2 FOR DOOR
SPECIFICATION
1 1/2" DIA. GALV.
STL. GUARDRAIL
LevelFF
1
0' - 0"
2' - 10"
4' - 8"
@ 7" MAX. EACH = 4' - 0"
0' - 11 3/4"
7' - 0"
0' - 4" MAX.
CONCRETE STAIR &
LANDING. SEE
STRUCT. DWGS
FOR DETAILS
1 1/2" DIA. GALV.
STL. HANDRAIL
5' - 0"
1' - 11"
2' - 10" A.F.F.
MIN.
1' - 0"
0' - 4" MAX.
EXIT DOOR. SEE A0.2
4" MAX.
1 1/2" DIA. GALV.
STL. GUARDRAIL
0' - 2 1/2"
FABRIC CANOPY COVER
BY MANUFACTURER.
1' - 0" MIN.
1 1/2" DIA. GALV.
STL. GUARDRAIL
0' - 8"
3' - 0"
1/2" SQ. STL. PICKETS.
SPACED @ 4" O.C. MAX.
1 1/2" DIA. GALV.
STL. GUARDRAIL
0' - 2 1/2"
39
Level 2
10' - 0"
7' - 2"
1 1/2" DIA. GALV.
STL. HANDRAIL
A7.0
OF THE BUILDING
FABRIC CANOPY COVER
BY MANUFACTURER.
7' - 0"
1 1/2" DIA. GALV.
STL. HANDRAIL
8
Level 2
10' - 0"
40
3' - 0"
VEHICULAR-ONLY RAMP
FOR DRIVE-IN DOOR. SEE
DETAILS ON SHEET A7.2
INTERIOR
TOP OF CANOPY.
6 TREADS @ 11" EACH = 5' - 6"
FABRIC CANOPY
COVER ABOVE
MIN.
0' - 11"
CLEAR
1' - 11"
EXTERIOR
4' - 0"
2' - 11"
024
FF
0' - 0"
Level 1
0' - 0"
4' - 0" CLEAR
CONCRETE STAIR &
DWGS FOR DETAILS
4' - 8"
1' - 7 3/4"
10
A7.0
Elevation 1 - a
1/2" = 1'-0"
FINISHED WALL SURFACE
4"
1-1/2" DIAMETER RAIL
RETURN TO WALL
R 0' - 0 3
/4"
FINISHED WALL
SURFACE
2 1/2"
1 1/2" DIA.
HANDRAIL (TYP.)
1 1/2"
1' - 0"
1 1/2" DIA. RAIL (TYP.)
1/2" DIAMETER
BRACKET @ 5'-0"
O.C. NOM. 4"
DIAMETER X 1/4"
TH. MOUNTING
PLATE
4"
MAX
4"
1 1/2" DIA. GUARDRAIL
(TYP.) TOP & BOTTOM
OR STRINGER
LAG BOTS
OR STRINGER
ELEVATION
4"
2 1/2"
MAX.
1 1/2"
3' - 6"
3' - 6"
1-1/2"
1/2" SQ OR ROUND
PICKETS AT 4" O.C.
PAINT ALL METAL
RAILINGS (TYP.)
FFL
2 1/2"
1 1/2"
DIAMETER
RAIL
1/2" DIA. BRACKET
BEYOND AT
5'-0" O.C. NOM.
FFL
NOTE:
ISOMETRIC DRAWINGS AND
THE CONTENT HEREIN ARE FOR
DESIGN INTENT ONLY.
2'-10"
TO NOSING
4"
1-1/2"
1/2" DIA. BRACKET
AT 5'-0" O.C.
4" DIA. X 1/4" THK
MOUNTING PLATE
SECTION
4
A7.0
3
A7.0
2
RAILING DETAIL
1" = 1'-0"
A7.0
HANDRAIL SECTION DETAIL
3" = 1'-0"
1
A7.0
HANDRAIL ISOMETRIC
6" = 1'-0"
HANDRAIL TOP DETAIL
3" = 1'-0"
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
STAIR DETAILS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A7.0
E
2' - 10"
EXTERIOR
TOP OF CANOPY.
FABRIC CANOPY
COVER ABOVE
4' - 0"
MIN.
0' - 11"
10
OF THE BUILDING
FABRIC CANOPY COVER
BY MANUFACTURER.
5
FABRIC CANOPY COVER
PIPE FRAME. FRAMING
DESIGN BY MANUFACTURER.
INTERIOR
A7.1
45
44
2' - 10"
4" CONC. SLAB
4" GRAVEL BASE
1" WATER RESISTIVE
AND SOLID GROUT @
PANEL LEGS
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
COMPACTED
EARTH
5
A7.1
0' - 11"
1
1
A7.1
A7.1
6 TREADS @ 11" EACH = 5' - 6"
5' - 0"
MIN.
1/2" = 1'-0"
5
A7.1
E
@ 7" MAX. EACH = 4' - 0"
3' - 0"
1 1/2" DIA. GALV.
STL. HANDRAIL
EXIT DOOR. SEE A0.2
1 1/2" DIA. GALV.
STL. GUARDRAIL
006
FF
0' - 0"
7' - 0"
10 MIL. POLY
ø 0' - 6" MAX.
4" MAX.
1/2" SQ. STL.
PICKETS.
SPACED @ 4"
O.C. MAX.
2' - 10" MIN.
4" MAX.
FF
0' - 0"
0' - 6 7/8"
006
4" MAX.
3' - 6" MIN.
2' - 10"
7' - 0"
5' - 0"
CONCRETE STAIR
& LANDING. SEE
STRUCT. DWGS
FOR DETAILS
E
1 1/2" DIA. GALV.
STL. HANDRAIL
@ 7" MAX EACH = 4' - 0"
1' - 0"
MIN.
THRESHOLD NEEDS TO
MATIC & EXTEND PAST
FLOOR JOINT.
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
4" MAX.
1' - 11"
0' - 2 1/2"
MIN.
1 1/2" DIA. GALV.
STL. GUARDRAIL
1 1/2" DIA. GALV.
STL. GUARDRAIL
1 1/2" DIA. GALV.
STL. GUARDRAIL
0' - 4" MAX.
1 1/2" DIA. GALV.
STL. GUARDRAIL
1' - 0"
1 1/2" DIA. GALV.
STL. HANDRAIL
EXIT DOOR. SEE A0.2
1/2" SQ. STL.
PICKETS.
SPACED @ 4"
O.C. MAX.
3' - 6"
1 1/2" DIA. GALV.
STL. HANDRAIL
7' - 0"
3' - 0"
5' - 6"
1' - 11"
A7.1
3' - 0"
4' - 8"
4' - 0"
CLEAR
CONCRETE
STAIR &
LANDING. SEE
STRUCT.
DWGS FOR
DETAILS
2' - 10"
4' - 8"
1' - 8 7/8"
10
Section 10
1/2" = 1'-0"
A7.1
Elevation 4 - a
1/2" = 1'-0"
11
4' - 11"
1
2' - 8 1/2"
6
INTERIOR
1 1/2" DIA. GALV.
STL. GUARDRAIL
1/2" SQ. STL.
PICKETS.
SPACED @ 4"
O.C. MAX.
EXIT DOOR. SEE A0.2
7' - 0"
007
2' - 10" MIN.
4" MAX.
FF
0' - 0"
3' - 10 1/4"
CLEAR
FF
0' - 0"
1' - 10 3/4"
2' - 2"
COMPACTED
GRAVEL BASE. SEE
STRUCT. DWGS FOR
SPECIFICATIONS
6
A7.1
2
A7.1
1/2" = 1'-0"
2' - 10"
CONTINUOUS EXTRUDED
POLYSTYRENE
INSULATION TO EXTEND
A MIN. OF 2'-0"
BELOW TOP OF SLAB.
MIN R-VALUE: 10
CONT. CONC. FOOTING
SEE STRUCT. DWGS
FOR DESIGN &
SPECIFICATIONS
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
0' - 4" MAX.
ø 0' - 6" MAX.
1' - 2 3/4"
4" CONC. SLAB
COMPACTED
EARTH
5' - 0"
3 TREADS @
11" EACH = 2' - 9"
ARCHITECTURE LLC.
CONCRETE STAIR
& LANDING. SEE
STRUCT. DWGS
FOR DETAILS
4" GRAVEL BASE
1" WATER RESISTIVE NONBEARING FOAM. AT SILL ONLY;
USE SHIMS AND SOLID GROUT
@ PANEL LEGS
SAA
1 1/2" DIA. GALV.
STL. GUARDRAIL
7' - 0"
3' - 6" MIN.
7' - 0"
4 RISERS SPACED EQ
@ 7" MAX. = 2' - 2"
2' - 10" A.F.F.
3' - 6" A.F.F.
4" MAX.
007
3'3'- 8"
- 4"
3' - 0"
3' - 0"
1' - 0" MIN.
1 1/2" DIA. GALV.
STL. HANDRAIL
10 MIL. POLY
E
53
1 1/2" DIA. GALV.
STL. GUARDRAIL
4" MAX.
CONC. SLAB.
SEE STRUCT.
DWGS FOR DETAILS
1 1/2" DIA. GALV.
STL. GUARDRAIL
A7.1
3' - 0"
3' - 0"
1/2" SQ. STL.
PICKETS.
SPACED @ 4"
O.C. MAX.
7' - 0"
THRESHOLD NEEDS TO
MATIC & EXTEND PAST
FLOOR JOINT.
1 1/2" DIA. GALV.
STL. GUARDRAIL
5' - 0"
0' - 2 1/2"
FABRIC CANOPY COVER
PIPE FRAME. FRAMING
DESIGN BY MANUFACTURER.
FABRIC CANOPY COVER
BY MANUFACTURER.
CONCRETE
TILT-UP PANEL.
EXIT DOOR. SEE
A0.2 FOR DOOR
SPECIFICATION
0' - 2 1/2"
MIN.
1' - 0"
CONCRETE STAIR
& LANDING. SEE
STRUCT. DWGS
FOR DETAILS
7' - 2"
MIN.
0' - 11"
1 1/2" DIA. GALV.
STL. HANDRAIL
2' - 9"
1' - 11"
FABRIC CANOPY
COVER ABOVE
1' - 0" MIN.
1 1/2" DIA. GALV.
STL. HANDRAIL
EXTERIOR
MIN. R-9.5 CONTINUOUS
BATT INSULATION W/ WHITE
SCRIM FACE STICK-PINNED
TO CONC. TILT WALL W/ 6"
OF SCRIM FACE FOLDED
BACK AROUND TOP &
BOTTOM OF INSULATION.
ALL JOINTS TO BE TAPED.
INSTALL FROM UNDERSIDE
OF THE ROOF DECK DOWN
TO FINISHED FLOOR ALONG
THE ENTIRE PERIMETER OF
THE BUILDING
4' - 0" CLEAR
TOP OF CANOPY.
4' - 8"
11
A7.1
Elevation 3 - a
1/2" = 1'-0"
0' - 11"
MIN.
6
A7.1
Section 9
1/2" = 1'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
STAIR DETAILS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A7.1
1
1
5
cc
A7.2
6
A7.2
-
0' - 2 1/2"
008
1 1/2" DIA. GALV.
STL. HANDRAIL
CONCRETE STAIR &
DWGS FOR DETAILS
FF
0' - 0"
4' - 4"
FIRE DEPT. ACCESS
DOOR. SEE A0.2 FOR
DOOR SPECIFICATION
SEE CIVIL DWGS.
FOR EXT. FINISHED
GRADE. DETAILS
6
A7.2
0' - 6"
3' - 0"
@ 7" MAX. EACH = 1' - 8"
3' - 8"
CLEAR
1 1/2" DIA. GALV.
STL. HANDRAIL
1' - 6"
2' - 10"
1 1/2" DIA. GALV.
STL. HANDRAIL
0' - 1 1/2"
0' - 2 1/2"
2' - 10"
0' - 2 1/2"
0' - 1 1/2"
FF
0' - 0"
0' - 6 5/8"
MIN.
FIRE DEPT. ACCESS
DOOR. SEE A0.2 FOR
DOOR SPECIFICATION
CONCRETE STAIR
& LANDING. SEE
STRUCT. DWGS
FOR DETAILS
0' - 6"
008
cc
GRADE IS LESS THAN 30" BELOW LANDING
AT ALL POINTS WITHIN 36" OF LANDING. NO
GUARD REQUIRED PER 2012 IBC SECTION 1013.2
A7.2
3' - 0"
5
5' - 0"
6' - 8 5/8"
1' - 6"
1' - 0"
1 1/2" DIA. GALV.
STL. HANDRAIL
FIRE DEPT. ACCESS
DOOR. SEE A0.2 FOR
DOOR SPECIFICATION
2' - 10" MIN.
CLEAR
2 TREADS @
11" EACH = 1' - 10"
0' - 11" 0' - 11" 0' - 11"
3' - 8"
CONCRETE
TILT-UP PANEL.
MIN.
0' - 1 3/8"
0' - 2 1/2"
SEE CIVIL DWGS.
FOR EXT. FINISHED
GRADE. DETAILS
5' - 0"
CONCRETE STAIR &
DWGS FOR DETAILS
0' - 11" 0' - 11" 0' - 11"
2 TREADS @
11" EACH = 1' - 10"
A7.2
1
6
Section 11
1/2" = 1'-0"
A7.2
Section 12
1/2" = 1'-0"
A7.2
1
B
0' - 2 1/2"
CLEAR
3
MIN.
3' - 8"
0' - 11"
0' - 2 1/2"
A7.2
FIRE DEPT. ACCESS
DOOR. SEE A0.2 FOR
DOOR SPECIFICATION
B
EXT. FACE OF CONC.
TILT-UP PANEL
5' - 1 1/4"
6' - 5"
009
1 1/2" DIA. GALV.
STL. GUARDRAIL
CONCRETE STAIR &
LANDING. SEE
STRUCT. DWGS
FOR DETAILS
4' - 0"
0' - 4" MIN.
4' - 4"
FF
0' - 0"
0' - 4" MAX.
2' - 10" MIN.
CONCRETE STAIR
& LANDING. SEE
STRUCT. DWGS
FOR DETAILS
SEE CIVIL DWGS.
FOR EXT. FINISHED
GRADE. DETAILS
CONCRETE STAIR &
LANDING. SEE
STRUCT. DWGS
FOR DETAILS
SEE CIVIL DWGS.
FOR EXT. FIN.
GRADE. DETAILS
3' - 8" CLEAR
4' - 4"
A7.2
5' - 0"
7 TREADS @ 11" EACH = 6' - 5"
0' - 11"
1
MIN.
A7.2
3
A7.2
2
A7.2
prohibited.
1 1/2" DIA. GALV.
STL. HANDRAIL
1 1/2" DIA. GALV.
STL. HANDRAIL
FF
0' - 0"
3
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
1/2" SQ. STL.
PICKETS.
SPACED @ 4"
O.C. MAX.
1 1/2" DIA. GALV.
STL. HANDRAIL
2' - 10" MIN.
009
1/2" SQ. STL.
PICKETS.
SPACED @ 4"
O.C. MAX.
0' - 4" MAX.
5' - 0"
3' - 0"
1 1/2" DIA. GALV.
STL. GUARDRAIL
FIRE DEPT. ACCESS
DOOR. SEE A0.2 FOR
DOOR SPECIFICATION
3' - 6" MIN.
1 1/2" DIA. GALV.
STL. HANDRAIL
@ 7" MAX EACH = 4' - 4"
1' - 6"
1' - 0" MIN.
1' - 0" MIN.
@ 7" MAX. EACH = 4' - 4"
1 1/2" DIA. GALV.
STL. HANDRAIL
3' - 6" MIN.
1 1/2" DIA. GALV.
STL. GUARDRAIL
2' - 10" MIN.
4" MAX.
0' - 6"
A7.2
5
1/2" = 1'-0"
10' - 1 1/4"
4
Elevation 6 - a
1/2" = 1'-0"
Section 13
1/2" = 1'-0"
1/2" = 1'-0"
SAA
ARCHITECTURE LLC.
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
STAIR DETAILS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
JOB NO.:
2014075
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A7.2
9
2
A7.3
18' - 0"
8
14' - 0"
A7.0
GALVANIZED 1-1/2" DIA.
STL. GUARDRAIL
STL. GUARDRAIL
CONCRETE RAMP
OVER COMPACTED
GRAVEL BASE. SEE
STRUCTURAL
DWGS FOR DESIGN
4' - 0"
E
CONCRETE
RAMP CURB
UP
CONCRETE
RAMP CURB
FF
0' - 0"
SEE CIVIL DRAWINGS
FOR SIDEWALK DETAILS
AND EXT. FIN. GRADE
3
A7.3
DRIVE-IN RAMP ELEVATION
1/4" = 1'-0"
CONC. TILT-UP PANEL
2
A7.3
CONCRETE CURB FOR DRIVE-IN RAMP
STL. OMEGA TRACK GUARDS OR
EQUAL PTD. SAFETY YELLOW. 48"
HIGH (TYP.) AT ALL O.H. DOORS.
INTERIOR
CONCRETE SLAB.
SEE STRUCT. DWGS
FOR DETAILS
35' - 0"
5' - 0"
EXTERIOR
4' - 8"
17' - 5 1/4"
STL. GUARDRAIL
2' - 6"
GRAVEL BASE
CONCRETE RAMP. SEE STRUCTURAL
DWGS FOR DESIGN SPECS
EXTERIOR FINISH
GRADE. SEE CIVIL
DRAWINGS FOR
DESIGN DETAILS.
5% SLOPE (NOT AN
ADA RAMP)
(NOT A PEDESTRIAN
RAMP)
10% SLOP
(NOT A PEE (NOT AN ADA RAM
DESTRIAN
P
RAMP) )
CONCRETE CURB FOR DRIVE-IN RAMP
CONCRETE CURB
FF
0' - 0"
CONCRETE RAMP. SEE
STRUCTURAL DWGS FOR DESIGN
5% SLOPE (NOT AN
ADA RAMP)
(NOT A PEDESTRIAN
RAMP)
4' - 0"
(NOT A PEDESTRIAN RAMP)
5% SLOPE (NOT AN ADA RAMP)
5' - 0"
COMPACTED EARTH
CONCRETE FOOTING.
SEE STRUCT. DWGS
FOR DETAILS
COMPACTED GRAVEL BASE
STL. GUARDRAIL
9
2
STL. GUARDRAIL
A7.3
TYPICAL RAMP SECTION
1/4" = 1'-0"
8
A7.0
22' - 6 1/4"
EXTERIOR
E
1
INTERIOR
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
A7.3
PLAN @ DRIVE-IN RAMP
1/4" = 1'-0"
SAA
ARCHITECTURE LLC.
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
RAMP DETAILS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A7.3
12
12
5' - 9 1/4"
0' - 8 1/2"
2' - 2"
2' - 10 3/4"
B
12
DIVERTER
2
A7.4
B
B
A2.4
23' - 3 1/8"
8
4
A7.4
23' - 3 1/8"
DIVERTER
1' - 0"
DIVERTER
Level 3
10' - 0"
2
A7.4
G
8' -
DIVERTER
FF
0' - 0"
5' - 0"
3
A7.4
Elevation 7 - a
1/2" = 1'-0"
12
2
Section 5
1/2" = 1'-0"
A7.4
CONTINUOUS BEAD
OF AP SEALANT
1-1/2" CORUGATED METAL DECK
PAINTED SOFFIT, COLOR TBD
STEEL CHANNEL
SEE STRUCT FOR SIZE
SLOPE
PLATE EMBED
1
A7.4
5
1/2" = 1'-0"
A7.4
Level 3
10' - 0"
MTL INTERIOR GUTTER RUNNING
ALONG FRONT FACE
TO DIVERTER ON ENDS,
SEE PLAN FOR DIVERTER LOCATION
1/2" = 1'-0"
CONNECTOR TO TIE INTO SHADOW WALL
SEE STRUCT FOR DESIGN DETAILS
4
A7.4
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
Section 5 - Callout 1
1" = 1'-0"
ENTRY
CANOPY
DETAILS
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
Author
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
Checker
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A7.4
A
8
1
A7.5
2
A7.5
1' - 0"
2' - 2"
5' - 0"
0' - 8 1/2"
2' - 1 1/2"
A
5' - 0"
GG
8' - 0"
12' - 10 3/4"
4
A7.5
1/2" = 1'-0"
1
A7.5
FF
0' - 0"
2' - 1 1/2"
A
1
Section 14
1/2" = 1'-0"
2' - 2"
0' - 8 1/2"
A7.5
DIVERTER
DIVERTER
12' - 10 3/4"
A
8
5
A7.5
1/2" = 1'-0"
1
A7.5
CONTINUOUS BEAD
OF AP SEALANT
1-1/2" CORUGATED METAL DECK
PAINTED SOFFIT, COLOR TBD
STEEL CHANNEL
SEE STRUCT FOR SIZE
SLOPE
PLATE EMBED
12' - 10 3/4"
1' - 0"
MTL INTERIOR GUTTER RUNNING
ALONG FRONT FACE
TO DIVERTER ON ENDS,
SEE PLAN FOR DIVERTER LOCATION
GG
8' - 0"
CONNECTOR TO TIE INTO SHADOW WALL
SEE STRUCT FOR DESIGN DETAILS
GG
8' - 0"
2
A7.5
Section 14 - Callout 1
1" = 1'-0"
FF
0' - 0"
3
A7.5
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
Elevation 8 - a
1/2" = 1'-0"
SAA
ARCHITECTURE LLC.
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
SOUTH ENTRY
DETAILS
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
Author
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
Checker
D
11-25-14
AB
REVIEW
JOB NO.:
2014075
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A7.5
A2.9
6
2
1
3
A7.6
0' - 4"
5' - 0"
0' - 4"
5' - 0"
0' - 4"
5' - 0"
0' - 4"
5' - 6"
0' - 6"
5.81°
A
5' - 0"
0' - 4"
5' - 0"
0' - 4"
5' - 0"
46' - 6 5/8"
1
A7.6
A
1/4" = 1'-0"
PLATE EMBED
4X8 STEEL TUBE
1' - 0"
0' - 8"
TOP OF HIGH
PANELS
33' - 2"
0' - 6"
WELDED TO EMBED
6X12 STEEL TUBE
SEE STRUCTURES FOR DESIGN DETAILS
TOP OF LOW ROOF
30' - 4"
J.B. LVL - SOUTH
29' - 5 1/2"
3
A7.6
2
Section 15
1" = 1'-0"
3D View 9
A7.6
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
PARGOLA
DETAILS
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
Author
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
Checker
D
11-25-14
AB
REVIEW
C
11-14-14 AB
REVIEW
JOB NO.:
2014075
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
A7.6
114'
114'
(TYP)
(TYP)
6
5
114'
(TYP)
114'
(TYP)
6
114'
(TYP)
16' - 6"
6
114'
(TYP)
(TYP)
4
60' - 0"
4
600'R
60' - 0"
114'
MA
R
Y
L
AND S
TA
(TYP)
6
400' - 0"
NAD 8 TE PLANE
3
114'
(TYP)
216'
3 00
6
'
65' - 0"
120'R
7' - 11 3/8"
30' - 0"
19' - 0"
(TYP)
150' - 0"
900'R
600'R
2.5' DOCK
4' DOCK
TRANSITION
36'R
6
8
4'
11
19
2 28
"
-0
'
)
YP
(T
)
YP
T
(
114'
230' - 0"
2 64
''
0"
114'
(TYP)
22
228'
(TYP)
'
8
120'
165' - 0"
(TYP)
228'
(TYP)
5
5
2
4
VAN
(TYP)
2R
7
114'
(TYP)
7
(TYP)
(TYP)
8
7
(TYP)
114'
(TYP)
8
(TYP)
114'
(TYP)
5
550' - 0"
24' - 0"
300'R
24' - 0"
120'R
120'R
7
114'
(TYP)
10
96'
(TYP)
9
96'
(TYP)
9
(TYP)
(TYP)
114'
8
360'R
19' - 0"
19' - 0"
(TYP)
22' - 0"
19' - 0"
19' - 0"
(TYP)
19' - 0"
120'
114'
22' - 0"
6
5
5
19' - 0"
114'
4
16' - 6"
114'
FLUSH CURB
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
114'
114'
(TYP)
6
(TYP)
5
132'R
540'
ENTRANCE (MAX)
1
AS1.1
WASHINGTON OFFICE
Suite 105
Laurel, MD. 20707
phone 301.513.0600
fax
301.513.0155
prohibited.
SAA
ARCHITECTURE LLC.
SITE PLAN
1" = 20'-0"
SHEET STATUS
THOMPSON CREEK
state of Maryland,
License No. 3329-A,
MARK
DATE
MGR
SITE PLAN
RELEASE
F
01-21-15
AB
SHELL PERMIT
DRAWN BY:
AB
E
12-15-14
AB
SLAB PERMITS
CHK'D BY:
RGS
D
11-25-14
AB
REVIEW
JOB NO.:
2014075
C
11-14-14 AB
REVIEW
B
A
10-27-14
10-01-14
REVIEW
REVIEW
AB
AB
SHEET NO.:
AS1.1

SHELL-PERMIT-ARCH (1) - Holbert Apple Associates

Transcription

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