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MALEURINALS
FEMALE
LAVATORIES
MALE FEMALESHOWERS/
TUBSDRINKING FOUNTAINS
REGULAR ACCESSIBLE
Total Required
Total Provided
BUILDINGDRAIN SIZE
NUMBER OFBUILDINGDRAINS
TOTALFIXTURE
UNIT LOAD
WATERSERVICE SIZE
NUMBER OFWATER
SERVICES
TOTALFIXTURE
UNIT LOADNOTES
NORTH
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTSNC 2012 BUILDING CODE(except 1 and 2-family dwellings and townhouses)
Name of Project:
Address: Suite #
Owner or Authorized Agent: Phone:
Fax: Email:
Owned By: Privately City/County State
Code Enforcement Jurisdiction: City County City/County
Name of Jurisdiction:
PROJECT SUMMARY:
Building Description:
Scope of Work:
Code Compliance Summary:
Alternative Means of Compliance Request:
Lead Design Professional/Project Coordinator:
DESIGNER FIRM NAME LICENSE TELEPHONE
Architectural:
Civil:
Electrical:
Fire Alarm:
Plumbing:
Mechanical:
Sprinkler-Standpipe:
Structural:
Precast:
Trusses:
Retaining Walls >5' High:
Other:
Note: Special Inspections and Inspectors to be listed at end of this document.
2012 North Carolina State Building Code (NCSBC)
Building Code: 2009 North Carolina State Building Code (NCSBC)
2009 NC Rehab 2006 North Carolina State Building Code (NCSBC)
2006 Chapter 34 (Attach Summary) 1995 Existing Building Code Volume 9
2009 Chapter 34 (Attach Summary)
New Building: New Building Shell Building First Time Interior Completion
Addition Alteration to Shell
Accessibility Compliance Form (When applicable)
Existing Building: Renovation Interior Completion Tenant Alteration
Reconstruction Repair Alteration to Shell
Change of Use Tenant Space Change of Occupancy
Note: Zoning Review May Be Required for Change of Use or Occupancy
Original Occupancy:
Proposed Occupancy:
Occupancy InformationPrimary Occupancies: Assembly: A-1 A-2 A-3 A -4 A-5
Business Educational Factory-Industrial: F-1 F-2
High-Hazard: H-1 H-2 H-3 H-4 H-5
Institutional: I-1 I-2 I-3 I-4
I-3 USE CONDITION: 1 2 3 4 5
Mercantile Residential: R-1 R-2 R-3 R-4
Storage: S-1 S-2 High-piled
S-1 SPECIAL CONDITION: Repair Garage (406.6)
S-2 SPECIAL CONDITION -- Parking Garage: Open (406.3) Enclosed (406.4)
Utility and Miscellaneous
Other Uses:
Accessory Uses (Indicate Percentages):
Incidental Uses:
Special Occupancies: 402 403 404 405 406 407 408
409 410 411 412 413 414 415
416 417 418 419 420 421
Mixed Occupancy: No Yes Separation:
Exception:
Non-Separated Mixed Occupancy (508.3.2)
Separated Mixed Occupancy (508.3.3)
Actual Area of Occupancy A + Actual Area of Occupancy B ≤ 1
Allowable Area of Occupancy A Allowable Area of Occupancy B
Allowable Area and Height CalculationsTHIS SECTION FOR NEW, ADDITION, CHANGE OF USE, AND INTERIOR COMPLETIONS
Increase Frontage %
Sprinklers %
FRONTAGE INCREASE FORMULA ALLOWABLE AREA FORMULA
If = 100( F - 0.25) W P 30BOTH BUILDING AND TENANT MUST BE INDICATED ON CHART BELOW
1 Open space area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space having 20 feet minimum width = _____ ft (f)
b. Total building perimeter = _____ ft (p)
c. Ratio (f/p) = _____ (f/p)
d. W = Minimum width of public way = ft (W)
e. Percent of frontage increase if = 100 [ f/p - 0.25] x w/30 = _____ (%)
2 The sprinkler increase per Section 506.3 is as follows:
a. Multistory building Is = 200 percent
b. Single story building Is = 300 percent
3 Unlimited area applicable under conditions of Sections Group B, F, M, S, A-4 (507.1, 507.2, 507.3, 507.4, 507.7);
Group A motion picture (507.10); Malls (507.11); and H-2 aircraft paint hangers (507.8).
4 Maximum Building Area = total number of stories in the building x E but not greater than 3 x E.
5 The maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic control
towers must comply with 412.1.2.
BUILDING DATATHIS SECTION REQUIRED FOR ALL PROJECTS
Construction Type : I-A I-B II-A II-B III-A III-B
IV-HT V-A V-B
Mixed construction: No Yes Types
Sprinklers: No Yes NFPA 13 NFPA 13R
Partially Sprinklered Special Suppression
Standpipes: No Yes Class: I II III Wet Dry
Fire District: No Yes (Appendix D) Flood Hazard
Building Height : Feet Story
Basement: No Yes
Mezzanine: No Yes
High Rise: No Yes Life Safety Plan Sheet # (if provided):
Gross Building Area: FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB-TOTAL
Basement
Ground Floor
Mezzanine
2nd Floor
3rd Floor
4th Floor
5th Floor
Total
Area of Project Tenant/Alteration/Renovation:
Area of Construction:
FIRE PROTECTION REQUIREMENTSTHIS SECTION REQUIRED FOR ALL PROJECTS
Life Safety Plan Sheet #, if Provided
* Indicate section number permitting reduction
** Indicate if using Table 601 Note C exception
PERCENTAGE OF WALL OPENING CALCULATIONSTHIS SECTION FOR ADDITION, NEW AND CHANGE OF USEAllowable openings per Table 705.8
WALL LEGENDSTHIS SECTION REQUIRED FOR ALL PROJECTS
CHECK IF THE FOLLOWING ARE PRESENT AND INDICATE BY A WALL LEGEND ON ALL PLANS
Fire Partitions 708 Fire Walls 705 Fire Barriers 706 Smoke Partitions 710
Smoke Barriers 709 Shaft Enclosure 707
LIFE SAFETY SYSTEM REQUIREMENTSTHIS SECTION REQUIRED FOR ALL PROJECTS
Emergency Lighting: No Yes
Exit Signs: No Yes
Fire Alarm: No Yes
Smoke Detection Systems: No Yes
Panic Hardware: No Yes
EXIT REQUIREMENTSNumber and arrangement of exitsTHIS SECTION REQUIRED FOR ALL PROJECTS
1 Corridor dead ends (Section 1017.3)
2 Single exits (Section 1015.1; Section 1019.2)
3 Common Path of Egress Travel (Section 1014.3)
EXTERIORWALL
ACTUALLENGTH
OPENLENGTH
WIDTH OF PUBLIC WAYOR OPEN SPACE
SOUTH
EAST
WESTTOTAL P F W
STORYNO. OCCUPANCY
(A)BLDG. AREAPER STORY
(ACTUAL)
(B)TABLE
5035 AREA
(C)% OPENSPACE
INCREASE 1
(D)%
SPRINKLERINCREASE2
(E)ALLOWABLEFLOOR AREA
ORUNLIMITED 3
RATIO OFACTUAL
/ALLOWABLE
MAXIMUMBUILDING
AREA
SEPARATIONRATING
REQUIRED
MOST RESTRICTIVE USE(GROUP)
Type of Construction
Building Height in Feet
Building Height in Stories
ALLOWABLE HEIGHT(TABLE 503)
INCREASE FORSPRINKLERS
SHOWN ONPLANS
CODEREFERENCE
Type
H = ft
S =
H + 20 ft = ft
S +1 =
H =
S =
Type Table 601
Table 503
Table 503
Occupant Load and Exit WidthTHIS SECTION REQUIRED FOR ALL PROJECTS
1 See Table 1004.1.1 to determine whether net or gross area is applicable.
2 Minimum stairway width (Section 1009.1); min. corridor width (Section 1017.2); min. door width (Section 1008.1.1)
3 Minimum width of exit passageway (Section 1021.2)
4 The loss of 1 means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 1005.1)
5 Assembly occupancies (Section 1025)
ASSEMBLY OCCUPANCY INFORMATION
THIS SECTION FOR ASSEMBLY USE AREA(S)
Space Area - SF Occupant Occupant Exit Exit
Description Load Factor Load Width Quantity
TOTAL
PLUMBING FIXTURE REQUIREMENTSTHIS SECTION REQUIRED FOR ALL PROJECTS
BUILDINGELEMENT
DESIGN #FOR RATED
JOINTS
DESIGN # FORRATED
PENETRATION
DESIGN #FOR RATEDASSEMBLY
DETAIL #AND
SHEET #
FIRESEPARATION
DISTANCE(FEET)
NORTHEAST
WEST
SOUTH
Bearing Walls - Exterior
Interior Bearing Walls
Nonbearing Walls - Exterior
NORTH
EAST
WEST
SOUTHInterior Nonbearing Walls
RATING
REQ'D*PROVIDED(W/ HR*
REDUCTION)
Structural frame, including columns,girders, trusses
Floor construction, including supportingbeams and joists. List construction type.
Floor Ceiling Assembly - Server Room1-Hour as per N.E.C. & Storage under stair
Columns Supporting Floors
Roof construction, including supportingbeams and joints **
Columns Supporting Roof
Roof Ceiling Assembly
Shafts -
Shafts -
Corridor SeparationOccupancy Separation
Party/Fire Wall Separation
Incidental Use Separation
Dwelling/Sleeping Unit Separation
Shafts - Ductwork
Smoke Barrier Separation
FLOOR, ROOMAND/OR SPACEDESIGNATION
MINIMUM2 NUMBER OF EXITS
REQUIRED SHOWN ONPLANS
TRAVEL DISTANCEALLOWABLE
TRAVEL DISTANCE(TABLE 1016.1)
ACTUAL TRAVELDISTANCE SHOWN
ON PLANS
ARRANGEMENT MEANS OF EGRESS 1,3(SECTION 1015.2)
REQUIRED DISTANCEBETWEEN EXIT DOORS
ACTUAL DISTANCESHOWN ON PLANS
USE GROUPAND/OR SPACEDESIGNATION
(a)
AREA1SQ.FT.
AREA PEROCCUPANT
LOAD
(b)
NUMBEROF
OCCUPANTS
(a / b)
EGRESS WIDTH PEROCCUPANT (TABLE 1005.1)
(c)
STAIR LEVEL
REQUIRED WIDTH(SECTION 1005.1)
(a / b) x c
EXIT WIDTH (in) 2,3,4,5
STAIR LEVEL
ACTUAL WIDTHSHOWN ON PLANS
STAIR LEVEL
OCCUPANCYWATERCLOSETS
LOT ORPARKING AREA
TOTAL # OF PARKING SPACES
REQUIRED PROVIDED
# OF ACCESSIBLE SPACES PROVIDED
REGULAR WITH 5'ACCESS AISLE
VAN SPACES WITH 8'ACCESS AISLE
TOTAL #ACCESSIBLEPROVIDED
Total
ACCESSIBLE PARKING
SPECIAL APPROVALS(Describe special approvals from local jurisdictions, County or State Department of Health, NC Department of Insurance, International
Code Council, etc.)
Structural Design Loads
Structure Conforms to "Conventional Light Frame Provisions of 23081 __Yes, continue __No, Go to Line 92 Roof Live Load = PSF3 Floor Live Load = PSF4 Ground Snow Load (Pg) = PSF5 Basic Wind Speed, 3 sec. Gust = MPH6 Seismic Site Class = 7 Seismic Design Category = 8 Go to Line 449 Live Loads Area10 Floor Live Load (indicate area) = PSF11 Floor Live Load (indicate area) = PSF12 Floor Live Load (indicate area) = PSF13 Live Load Reduction used in Design Yes No14 Roof Live Load = PSF15 Roof Snow Load Data16 Flat-Roof Snow Load (Pf) = PSF17 Snow Exposure Factor (Ce) = 18 Snow Importance Factor (Is) =19 Thermal Factor (Ct) = 20 Wind Design Data21 Basic Wind Speed, 3 sec. Gust = MPH22 Wind Importance Factor (Iw) =23 Wind Exposure (If multiple exposures are used indicate directions)24 Internal Pressure Coefficient 25 Components and Cladding Loads = (If elements are not designed by the registered design
professional)26 Wind Base Shear, Wx KIPS27 Wind Base Shear, Wyx KIPS28 Earthquake Design Data29 Seismic Important Factor (Ie) = 30 Occupancy Category31 Mapped Spectral Response Acceleration Ss 32 Mapped Spectral Response Acceleration S133 Site Class (Provide soils report if Site Class is not "D")34 Spectral Response Coefficient, Sds = 35 Spectral Response Coefficient, Sd1 = 36 Seismic Design Category =37 Building (Structural) System 38 Basic Seismic Force Resisting System 39 Seismic Response Coefficient (Cs) = 40 Response Modification Factor, R =41 Analysis Procedure Used = 42 Seismic Base Shear, Sx KIPS43 Seismic Base Shear, Sy KIPS44 Soil Data45 Presumptive Soil Bearing Pressure = PSF46 Bearing Pressure per Soils Report PSF47 Deep Foundation Type 48 Deep Foundation Allowable Loads TONS, downward49 Uplift KIPS50 Lateral KIPS
ALLOWABLE HEIGHT
200
75
154'121'154'121'550'
>30>30>30>30
154'121'154'121'550'
550'550'
130'
Server Room - 1 Hour as Per N.E.C. &Storage under stair
A1.13
1"=50'S I T E P L A N
N
DR.
CH.
DATE
PROJ. #
MA
UR
ER
AR
CH
ITE
CT
UR
E115.5
EA
ST
HA
RG
ET
T S
TR
EE
T, S
UIT
E 3
00
REVISIONS
TE
L.
91
9-8
29
-49
69
F
AX
. 91
9-8
29
-08
60
DATE
05.06.14
MM
DSM
13049
RA
LE
IGH
, N
OR
TH
CA
RO
LIN
A 2
7601
CODE
SUMMARY
T1
T1 CODE SUMMARY
T2 UL DETAILS & EGRESS DIAGRAM
A1.1 FIRST FLOOR PLAN & DOOR & WINDOW SCHEDULE
A1.2 SECOND FLOOR PLAN & ENLARGED PLANS
A2.1 ELEVATIONS, BUILDING SECTION & WALL SECTION
STRUCTURAL
S0.1 STRUCTURAL NOTES
S1.1 FOUNDATION PLAN
S1.2 FLOOR FRAMING PLAN
S1.3 UPPER FLOOR CEILING FRAMING PLAN
S2.1 FOUNDATION DETAILS
S3.1 FRAMING DETAILS
PLUMBING
P1.1 PLUMBING PLANS AND RISERS
P2.1 PLUMBING NOTES, FIXTURE SCHEDULE AND DETAIL
MECHANICAL
M1.1 MECHANICAL PLAN
M1.2 MECHANICAL PLAN
M1.3 MECHANICAL PLAN
M2.1 MECHANICAL SCHEDULES
ELECTRICAL
E1.0 ELECTRICAL DEMOLITION PLAN
E1.1 ELECTRIC LIGHTING PLAN
E1.2 ELECTRICAL POWER/TELECOM PLAN
E1.3 ROOF LEVEL POWER PLAN
E2.0 LOWER LEVEL LIGHTING PLAN
E2.1 ELECTRICAL SYMBOLS, NOTES & DETAILS
E2.2 ELECTRICAL SCHEDULES, RISER & DETAILS
FIRE ALARM
FA1.1 FIRE ALARM PLAN
FA2.1 FIRE ALARM NOTES, SYMBOLS RISERS & DETAILS
NOTE SPRINKLER DRAWINGS AND FIRE ALRAM SHOP DRAWINGSTO BE PROVIDED BY THE SELECTED SUBCONTRACTORS DURINGTHE BIDDING PROCESS
1. Steel Floor and Ceiling Tracks — (Not Shown) — Top and bottom tracks of wall assemblies
shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or
min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that
provide a sound structural connection between steel studs, and to adjacent assemblies such as a
floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners
spaced not greater than 24 in. O.C.
2. Steel Studs — Min 3-1/2 in. wide, No. 20 MSG (0.0329 in., min bare metal thickness)
corrosion protected cold formed steel studs designed in accordance with the current edition of
the Specification for the Design of Cold-Formed Steel Structural Members by the American Iron
and Steel Institute. All design details enhancing the structural integrity of the wall assembly,
including the axial design load of the studs, shall be as specified by the steel stud designer and/or
producer, and shall meet the requirements of all applicable local code agencies. The max stud
spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used). Studs
attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of
studs or by welded or bolted connections designed in accordance with the AISI specifications.
3. Lateral Support Members — (Not shown) — Where required for lateral support of studs,
support may be provided by means of steel straps, channels or other similar means as specified
in the design of a particular steel stud wall system.
4. Gypsum Board* — Any 1/2 in. thick UL Classified Gypsum Board that is eligible for use in
Design No. X515. Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in
Design Nos. L501, G512 or U305. Gypsum board bearing the UL Classification Marking as to
Fire Resistance. Applied vertically with joints between layers staggered. Outer layer of 3 layer
construction may be applied horizontally unless specified below. The thickness and number of
layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr and 2 hr ratings are as follows:
Interior Walls
Wallboard Protection
Both Sides of Wall -
No. of Layers & Thkns % of
Rating of Board In. Each Layers Design Load
45 min *1 layer, 1/2 in. thick 100
1 hr *1 layer, 5/8 in. thick 100
1-1/2 hr *2 layers, 1/2 in. thick 100
2 hr *2 layers, 5/8 in. thick or 80
*3 layers, 1/2 in. thick 100
*2 layers, 3/4 in. thick 100
*Ratings applicable to assemblies serving as exterior walls where Classified fire resistive
gypsum sheathing type wallboard is substituted on the exterior face.
Exterior Walls
Wallboard Protection
on Interior Side of Wall -
No. of Layers & Thkns % of
Rating of Board In. Each Layers Design Load
45 min 1 layer, 5/8 in. thick 100
1 hr 2 layers, 1/2 in. thick 100
1-1/2 hr 2 layers, 5/8 in. thick 100
2 hr 3 layers, 1/2 in. thick 100
2 layers, 3/4 in. thick 100
ACADIA DRYWALL SUPPLIES LTD (View Classification) — CKNX.R25370
AMERICAN GYPSUM CO (View Classification) — CKNX.R14196
BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View Classification) —
CKNX.R19374
CERTAINTEED GYPSUM CANADA INC (View Classification) — CKNX.R15187
CERTAINTEED GYPSUM INC (View Classification) — CKNX.R3660
CGC INC (View Classification) — CKNX.R19751
GEORGIA-PACIFIC GYPSUM L L C (View Classification) — CKNX.R2717
LAFARGE NORTH AMERICA INC (View Classification) — CKNX.R18482
LOADMASTER SYSTEMS INC (View Classification) — CKNX.R11809
NATIONAL GYPSUM CO (View Classification) — CKNX.R3501
PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM (View Classification) —
CKNX.R7094
PANEL REY S A (View Classification) — CKNX.R21796
SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (View Classification) — CKNX.R19262
TEMPLE-INLAND (View Classification) — CKNX.R6937
THAI GYPSUM PRODUCTS PCL (View Classification) — CKNX.R27517
UNITED STATES GYPSUM CO (View Classification) — CKNX.R1319
USG MEXICO S A DE C V (View Classification) — CKNX.R16089
4A. Gypsum Board — Nom. 3/4 in. gypsum board applied vertically with joints between layers
staggered. The thickness and number of layers and percent of design load for the 2 hr ratings are
shown in the table above.
ACADIA DRYWALL SUPPLIES LTD — Type X
CGC INC — Types AR, IP-AR, IP-X3, or ULTRACODE
UNITED STATES GYPSUM CO — Types AR, IP-AR, IP-X3, or ULTRACODE
USG MEXICO S A DE C V — Types AR, IP-AR, IP-X3, or ULTRACODE
4B. Gypsum Board* — As an alternate to Item 4 - Nom. 5/8 in. thick gypsum panels, with
square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle
head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of
board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and
horizontal butt joints on opposite sides of studs on interior walls need not be staggered.
Horizontal edge joints and horizontal butt joints in adjacent layers on interior walls (multilayer
systems) staggered a min of 12 in.
TEMPLE-INLAND — GreenGlass Type X
NATIONAL GYPSUM CO — Type FSW-6.
4C. Gypsum Board* — (As an alternate to Items 4 and 4A) - 5/8 in. thick, 4 ft. wide, paper
surfaced applied vertically only and secured as described in Item 6.
CERTAINTEED GYPSUM INC — Type SilentFX
NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board
TEMPLE-INLAND — Type X ComfortGuard Sound Deadening Gypsum Board.
4D. Wall and Partition Facings and Accessories* — (As an alternate to Items 4 through 4B) —
Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4.
SERIOUS ENERGY INC — Types QuietRock ES, QuietRock 527.
Fire-resistance Ratings - ANSI/UL 263
See General Information for Fire-resistance Ratings - ANSI/UL 263
Design No. U425
May 07, 2013
(For Exterior Walls, Ratings Applicable
For Exposure To Fire On Interior Face Only,
(See Items 4 and 5)
Bearing Wall Rating — 45 Min, 1, 1-1/2 or 2 HR.
(See Items 2 and 4)
Load Restricted for Canadian Applications — See Guide BXUV7
5. Gypsum Sheathing — For exterior walls, 1/2 or 5/8 in. thick Classified or unclassified exterior
gypsum sheathing applied vertically and attached to studs and runner tracks with 1 in. long Type
S-12 bugle head screws spaced 12 in. OC. along studs and tracks. One of the following exterior
facings are to be applied over the gypsum sheathing.
a. Siding, Brick, or Stucco — Aluminum siding, steel siding, brick veneer, or stucco attached to
studs over gypsum sheathing and meeting the requirements of local code agencies. When a min
3-3/4 in. thick brick veneer facing is used, the Exterior Wall Rating is applicable with exposure
on either face. Brick veneer wall attached to studs with corrugated metal wall ties attached to
each stud with steel screws, not more than each sixth course of brick. When a min 3-3/4 in. thick
brick veneer facing is used, Foamed Plastic (Item 10) may be used.
b. Cementitious Backer Units* — 1/2 or 5/8 in. thick, square edge boards, attached to steel studs
over gypsum sheathing with 1-5/8 in. long, Type S-12, corrosion resistant, wafer head steel
screws, spaced 8 in. OC. Studs spaced a max of 16 in. OC. Joints covered with glass fiber mesh
tape.
UNITED STATES GYPSUM CO — Type DCB
c. Fiber-Cement Siding — Fiber-cement exterior sidings including smooth and patterned panel
or lap siding.
d. Molded Plastic* — Solid vinyl siding mechanically secured to framing members in
accordance with manufacturer's recommended installation details.
ALSIDE, DIV OF ASSOCIATED MATERIALS INC
e. Wood Structural Panel or Lap Siding — APA Rated Siding, Exterior, plywood, OSB or
composite panels with veneer faces and structural wood core, per PS 1 or APA Standard
PRP-108, including textured, rough sawn, medium density overlay, brushed, grooved and lap
siding.
f. Building Units* — (Not Shown) - 3 in. thick 18 x 24 in. cellular glass blocks, applied to the
gypsum sheathing (Item 5) with PC 88 adhesive or fastened with F anchors spaced a maximum
24 in. OC. F anchors fastened to framing members with 1-1/4 in. long #6 drywall screws.
PITTSBURGH CORNING CORP — Type FoamGlas
6. Fasteners — (Not Shown) — Screws used to attach wallboard to studs: self-tapping bugle
head sheet steel type, spaced 12 in. O.C. First layer Type S-12 by 1 in. long for 1/2 and 5/8 in.
thick wallboards and 1-1/4 in. long for 3/4 in. thick wallboard. Second layer Type S-12 by 1-5/8
in. long for 1/2 and 5/8 in. thick wallboards and 2-1/4 in. long for 3/4 in. thick wallboard. Third
layer Type S-12 by 1-7/8 in. long.
7. Batts and Blankets* — Placed in stud cavities of all exterior walls. May or may not be used in
interior walls. Any glass fiber or mineral wool batt material bearing the UL Classification
Marking as to Fire Resistance, of a thickness to completely fill stud cavity.
See Batts and Blankets* (BZJZ) Category for names of Classified companies.
7A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 7) — (100% Borate
Formulation) — Spray applied cellulose material. The fiber is applied with water to completely
fill the enclosed cavity in accordance with the application instructions supplied with the product
with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied
without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the
application instructions supplied with the product.
U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. INS765LD
and INS770LD are to be used for dry application only.
7B. Fiber, Sprayed* — As an alternate to Item 7 and 7A — Spray applied cellulose material.
The fiber is applied with water to completely fill the enclosed cavity in accordance with the
application instructions supplied with the product. Nominal dry density of 4.58 lb/ft3.
NU-WOOL CO INC — Cellulose Insulation
7C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 7) - Spray applied cellulose
fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with
the application instructions supplied with the product. The minimum dry density shall be 4.30
lbs/ft3.
INTERNATIONAL CELLULOSE CORP — Celbar-RL
8. Joint Tape and Compound — (Not Shown) — Vinyl or casein, dry or premixed joint
compound applied in two coats to joints and screw heads of outer layer. Perforated paper tape, 2
in. wide, embedded in first layer of compound over all joints of outer layer.
9. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient
furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max
of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel
screws.
10. Foamed Plastic* — Not Shown -For use with brick veneer as outlined in Item 5A -
Maximum 2 in. thick rigid polystyrene insulation attached to studs with fasteners of sufficient
length to penetrate the foam and 3/16 in. into the stud. A minimum 1 in. air space is to be
maintained between the outer surface of the foamed plastic and the inner surface of the brick
veneer.
OWENS CORNING SPECIALTY & FOAM PRODUCTS
10A. Mortar Drop Protection — (Optional, Not shown) - foamed plastic with mortar control
device attached, continuous, by drainage holes at bottom of air space behind brick veneer.
OWENS CORNING SPECIALTY & FOAM PRODUCTS — WeepGuard
10B. Foamed Plastic* — Polyisocyanurate foamed plastic insulation boards, any thickness,
Classified in accordance with BRYX and / or CCVW. May be used with any exterior facing
shown under items 5a, 5c, 5d and 5e.
THE DOW CHEMICAL CO — Type Thermax Sheathing, Thermax Light Duty Insulation,
Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish
Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel
and Thermax Heavy Duty Plus (HDP)
HUNTER PANELS — Type Xci-Class A
11. Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr Or 2
Hr Systems With All Standard Items Required) - 7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in. thick,
min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs.
Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a
minimum of 3/8 in. for steel framing members spaced a max of 8 in. OC. When 4 ft. wide boards
are used, horizontal joints need not be backed by framing. 2-Hr System - Applied vertically with
vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners
with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel
framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in.
OC.
NATIONAL GYPSUM CO — Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase
Plus
*Bearing the UL Classification Mark
LIGHT GAUGE STEEL
2 LAYERS 1/2" (13mm)SHEETROCKFIRECODE 'C'GYPSUM BOARD
7" (178mm)MIN. LIGHTGAUGE STEELJOIST
3/4" (19mm)PLYWOOD OR
3/4" (19mm) MIN.MAXXONUNDERLAYMENT
OSB
FIRE TESTS, 1 Hour - U.L. Design No. L524; furring channels and2 layers 5/8" Gypsum Board - L573; Metal joist,Viroc subfloor, batt insulation, with resilient channeland 1 layer 5/8" Type C Gypsum Board - L564; 11/2 Hour -w/resilient channel and 2 layers, 5/8" Gypsum Board - L527
UL L524
EXISTING MANUFACTURING SPACE:11,198 SF @ 100SF/PER PERSON= 112 PEOPLE. 2 EXITS REQUIRED.4 PROVIDED
135' DIAGONAL DISTANCE WITH AREQUIRED DISTANCE BETWEENEXITS OF 45' BETWEEN. 115'PROVIDED
250' MAX TRAVEL DISTANCEREQUIRED. 196' PROVIDED
EXISTINGEXIT
NEW EXIT DOOR FROMMANUFACTURING
EXIST'G
EXISTING & NEW BUSINESS SPACE:7,436 SF @ 100SF/PER PERSON= 75 PEOPLE. 2 EXITS REQUIRED3 PROVIDED
195' DIAGONAL DISTANCE WITH AREQUIRED DISTANCE BETWEENEXITS OF 65' BETWEEN. 175'PROVIDED AT MOST REMOTE
300' MAX TRAVEL DISTANCEREQUIRED. 146' PROVIDED
EXIST'G EXIST'G EXIST'GEXIST'G
EXIST'GEXIST'G
NEW DOOR
EXISTING & NEW BUSINESS SPACE:7,598 SF @ 100SF/PER PERSON= 76 PEOPLE. 2 EXITS REQUIRED3 PROVIDED
195' DIAGONAL DISTANCE WITH AREQUIRED DISTANCE BETWEENEXITS OF 65' BETWEEN. 102'PROVIDED
300' MAX TRAVEL DISTANCEREQUIRED. 185' PROVIDED
EXISTING RATEDSTAIR ENCLOSURE
EXISTING UN-ENCLOSEDSTAIRWAY
NEW UN-ENCLOSEDSTAIRWAY
EXISTING RATEDSTAIR ENCLOSURE
EXISTING UN-ENCLOSEDSTAIRWAY
NEW UN-ENCLOSEDSTAIRWAY
EXIT
EXIT
EXIST'GEXIT
EXIT
EXIT
DR.
CH.
DATE
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UL
DETAILS &EGRESS
DIAGRAM
T2
FIREEXTING.
MONITOR RM. CONFERENCE
SERV./TELCOM
EXISTINGBREAK RM.
WOMENMEN
FOYER
COPY/ FAXSTOR.
SERVER
OFFICEOFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE
OFFICEOFFICEOFFICE OFFICEOFFICE OFFICE OFFICE OFFICE
A1.11
1/8" = 1'-0"F I R S T F L O O R P L A N W/ P R O P O S E D I N T E R I O R A D D I T I O N
NEW WINDOWS TOMATCH EXISTINGABOVE (TYPICALAT FIRST FLR)
MECH
12'-1"
10'-1"
10'-1"
24'-1"
EXISTINGDOOR TO BEREMOVED
16'-2"
LOBBY
OFFICE 1
OFFICE 2
OFFICE 3
HALLWAY
OFFICE 4
OFFICE 5
WORK 1
WORK 2
± 10'-3"
20'-1"
20'-1"
10'-1"
10'-1"
5'-8
"
12'-1" 12'-1"4'-4"
NEW CONSTRUCTION
EXISTING
NEW
EXISTINGSPRINKLER LINEAND WATER 3'-0"
V.I.F.± 7'-1"
UP
STAIR
DOORW/LITE
DOORW/LITE
16'-11 1/2"
9'-7
"
± 9'-0"
± 8'-0"
EXISTING DOOR TO BEREMOVED. INSTALLNEW CASED OPENINGFRAME OR FILL HINGERECESSES. T.B.D.
4'-0
"1'-
4"
12'-1" 4'-4"
INFILL FORMER OHDOOR. INSTALL METALWALL PANELS TOMATCH EXISTING
12'-1" 16'-8 1/2" 4'-7"
NEW WALL IN EXIST'GWALL LOCATION
NEW WALL ADJACENTTO EXIST'G WALL FORNEW BEARING. EXTENDPLUMB. & ELEC. ASREQUIRED
EXISTING 1 HR RATEDSTAIR ENCLOSURE
EXISTING STAIR
4'-11"
STOR
STOR
RAISED ACCESS FLR.12'x24' AREA=288sf(299sf MAX)HEIGHT TBD.
STAIRS(TBD.)
NEW STEEL PAN &CONCRETE STAIR. 247"RISERS & 11" TREADSWITH MID-LANDING
DOORW/LITE
DOORW/LITE
NEWDOOR
1-HR RATED WALLSAND CEILING
1-HRRTD DR
1-HRRTD DR
1-HRRTD DR
NEW CONDENSER LOCATIONS.FIELD LOCATE WITH CLIENT &CONFIRM DISCONNECTLOCATION
CONCRETE FILLED STEELLOLLY COLUMNS. LOCATE INTHE FIELD
1 HOUR RATED WALLS ANDCEILING
1 HOUR RATED WALLS ANDCEILING
SERVER ROOM: HEIGHT OF PLATFORM TO BEDETERMINED BY THE CLIENT. NOTE: AREANOT REQUIRED TO BE ACCESSIBLE AS PER:NCBC 1103.2.3 EMPLOYEE WORK AREAS
4'-0"
EXISTING STAIRS
EXISTING MANUFACTURING &WAREHOUSE SPACE BELOW
EXISTING EXIT DOORS
N
A2.11
A2.12
A2.13
A2.13
A2.14
EXISTING EXTERIOR WALL:BRICK VENEER, 1" MIN. AIRSPACE, AIR INFILTRATION BARRIER, 1/2"EXT. SHEATHING, 6" MTL. STUDS W/ R-19 BATT INSUL.W/INTERIOR VAPOR BARRIER, 5/8" GWBEXISTING EXTERIOR WALL W/ METAL WALL PANELS& MASONRY BASE:METAL SIDING ON 10" GIRTS W/ R-15 BATT INSUL. CMU STEM WALL
NEW INTERIOR BEARING & PARTITION WALLS3-5/8" METAL STUDS (SEE STRUCTURAL FOR SPECIFICATIONS) W/5/8" GYP. BOARD & SOUND BATT INSULATION IN BETWEENSPACES & EXISTING WAREHOUSE. PROVIDE ALTERNATE FOR (2)LAYERS EACH SIDE AT WAREHOUSE FOR NOISE CONTROL
NEW 1-HOUR RATED WALL AT SERVER ROOM & STORAGE3-5/8" METAL STUDS (SEE STRUCTURAL FOR SPECIFICATIONS) W/5/8" GYP. BOARD EACH SIDE & SOUND BATT INSULATION. UL425 FOR WALLS & UL L524 FOR CEILING. SEE T2 FOR UL DETAILS
NEW EXTERIOR WALL W/ METAL WALL PANELS & MASONRY BASE:METAL SIDING ON 1/2" NON-COMBUSTIBLE DENSGLASS SHEATHINGWITH AIR INFILTRATION BARRIER. METAL STUDS AS PERSTRUCTURAL DRAWINGS, R-19 FG BATT, VAPOR BARRIER AND 5/8"INTERIOR GYP BOARD. MASONRY BASE TO MATCH EXISTING
WALL TYPES
BH@7'
12"
ALIGN W/WNDW ABOVE
ALIGN W/WNDW ABOVE
ALIGN W/WNDW ABOVE
NEW
NEW
DOORS AND HARDWARE - TO MATCH EXISTINGPAINT - COLORS TO MATCH EXISTINGCARPET - TO BE SIMILAR TO EXISTINGTILE - PROVIDE OPTIONSMILLWORK - PROVIDE LAMINATE OPTIONSCOUNTERTOP - SOLID SURFACE. PROVIDE COLOR CHOICESWALL BASE - TO MATCH EXISTINGACOUSTIC CEILING TILE - ARMSTRONG ULTIMA (OR EQUAL) TEGULAR 2x2
PROVIDE SAMPLES FOR APPROVAL
FINISHES
1ST FLOOR
SILL
HEAD
2"W x 4-1/2"DSTOREFRONTWINDOW SYSTEM
1ST FLOOR
HEAD
WD DOOR WITHFULL LITE. SEEDOOR SCHEDULEFOR LOCATIONS
WINDOW TO MATCH EXISTING.FIELD VERIFY DIMENSIONS
DOOR COLOR & HARDWARETO MATCH EXISTING
TEMP
DR.
CH.
DATE
PROJ. #
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FIRST
FLOORPLAN
A1.1
12"
OFFICE
COPY RM.
SIDNEY'SOFFICE
OFFICE
OFFICE FILE RM. WORKROOM
SMALL CONF.
MEETING
12'-1"
10'-1"
10'-1"
10'-1"
12'-1"
10'-1"
9'-5
"
16'-11 1/2"
10'-0
1/2"
12'-7
1/2"
4'-1 1/4
"± 7'-9"
12'-1" 12'-1"
OFFICE 13
12'-0" 4'-7"
OFFICE 6
OFFICE 7
OFFICE 8
OFFICE 9
OFFICE 10
OFFICE 11
OFFICE 12
OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE
OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE
OPEN TO MANUFACTURING &WAREHOUSE SPACE BELOW
DN
A1.21
1/8" = 1'-0"S E C O N D F L O O R P L A N W/ P R O P O S E D I N T E R I O R A D D I T I O N
NEW CONSTRUCTION
EXISTING
OFFICE 14
OFFICE
BEVS
10'-1"
COPY
RECEPTION/LOUNGE
ROOF HATCH:NEW ROOF ACCESS & LADDER LOCATION.APPROXIMATE LOCATION. LOCATION TO BEFIELD VERIFIED AND COORDINATED WITHEXISTING ROOF PURLINS. RE-USE EXISTINGHATCH. CONFIRM ALL DIMENSIONS PRIOR TOROOF WORK. INSTALL NEW SHIPS LADDERAS PER NCBC 1009.13. CONFIRM HATCH NICHEWITH GC SELECTED LADDER.EXISTING ROOF HATCH TO BE REMOVED ANDRELOCATED. EXISTING ROOF HATCH CURBTO REMAIN & CAPPED WITH AN OPAQUEINSULATED ENCLOSURE. GC TO PROVIDEOPTION FOR INSTALLING SKYLIGHT IN THATLOCATION.
36'-0
1/2"
32"REFw/ICE
4'-4"
± 12'-1"
12'-1"
18'-11 1/2
"
± 10'-9"
±2'-8"
EXISTING STAIR:CUT EXISTING STAIR LANDING PERIMETER STEEL MEMBER @ RECEPTION @EXISTING SECOND FLOOR SLAB FOR NEW OVERLAY OF FINISH FLOORING.STAMPED RECORD DRAWING WITH DETAILS TO BE PROVIDED BY THESTRUCTURAL ENGINEER OF RECORD PRIOR TO ANY WORK. COORDINATE SITEVISIT WITH E.O.R. DURING DEMOLITION TO VIEW EXISTING STAIR CONDITIONS.
EXISTINGWINDOW
EXISTINGWINDOW
EXISTINGWINDOW
EXISTINGWINDOW
EXISTINGWINDOW
EXISTINGWINDOW
EXISTINGWINDOW
EXIST. WINDOWS:INSTALL NEW SILL TOEXTEND OUT FOR NEWSTUD WALL. (TYPICAL)
19'-7"
DN
4'-11"
GYP. BD. WRAPPEDCOLUMN W/ LOWWALL @ 36"
WATER FORCOFFEE
HALL
EXISTING WALLTO BE REMOVED
LOCATION FOR OPTIONALBUIT-IN CABINET ORCLOSET. T.B.D.
DASHED LINE INDICATES ASPANDREL BEAM (W10) AT14'. NEW BEARING WALLTO BYPASS STEEL
± 1'-3"
± 1'-3"
EXISTING 1 HR RATEDSTAIR ENCLOSURE
FIELD COORDINATESTUD LOCATIONS FORSPRINKLER RISER
NEW STEEL PAN &CONCRETE STAIR. 247"RISERS & 11" TREADSWITH MID-LANDING.PAINTED STEELHANDRAILS
TOILET TOILET
A1.22
A1.24
FIREEXTING.
N
A2.11
A2.12
A2.13
A2.13
A2.14 NEW ROOF HATCH &
SHIPS LADDER. SEENOTE THIS SHEET
BH@7'
BH@7'
4'-0"4'-0
"
±4'-4"
±3'-6"
EXISTING EXTERIOR WALL:BRICK VENEER, 1" MIN. AIRSPACE, AIR INFILTRATION BARRIER, 1/2"EXT. SHEATHING, 6" MTL. STUDS W/ R-19 BATT INSUL.W/INTERIOR VAPOR BARRIER, 5/8" GWBEXISTING EXTERIOR WALL W/ METAL WALL PANELS& MASONRY BASE:METAL SIDING ON 10" GIRTS W/ R-15 BATT INSUL. CMU STEM WALL
NEW INTERIOR BEARING & PARTITION WALLS3-5/8" METAL STUDS (SEE STRUCTURAL FOR SPECIFICATIONS) W/5/8" GYP. BOARD & SOUND BATT INSULATION IN BETWEENSPACES & EXISTING WAREHOUSE. PROVIDE ALTERNATE FOR (2)LAYERS EACH SIDE AT WAREHOUSE FOR NOISE CONTROL
NEW 1-HOUR RATED WALL AT SERVER ROOM & STORAGE3-5/8" METAL STUDS (SEE STRUCTURAL FOR SPECIFICATIONS) W/5/8" GYP. BOARD EACH SIDE & SOUND BATT INSULATION. UL425 FOR WALLS & UL L524 FOR CEILING. SEE T2 FOR UL DETAILS
NEW EXTERIOR WALL W/ METAL WALL PANELS & MASONRY BASE:METAL SIDING ON 1/2" NON-COMBUSTIBLE DENSGLASS SHEATHINGWITH AIR INFILTRATION BARRIER. METAL STUDS AS PERSTRUCTURAL DRAWINGS, R-19 FG BATT, VAPOR BARRIER AND 5/8"INTERIOR GYP BOARD. MASONRY BASE TO MATCH EXISTING
WALL TYPES
18"
42"G.B.12"
18" VERTICAL GRAB BAR39"-41" AFF & FROMBACK WALL
TOILET ROOM NOTES:1. REAR WALL GRAB BAR TO BE 36" LONG, & 6" FROM WALL CORNER
AT 34" AFF.2. SIDE WALL GRAB BAR TO BE 42" LONG, & 12" FROM WALL CORNER
WITH HORIZONTAL CENTERLINE BETWEEN 33" MINIMUM TO 36"MAXIMUM ABOVE FINISHED FLOOR.
3. VERTICAL GRAB BAR TO BE 18" MIN LOCATED 39"-41" FROMFINISHED FLOOR AND BACK WALL.
4. GRAB BARS DIAMETER TO BE 1 1/4" TO 1 1/2" W/ 1 1/2" HANDCLEARANCE FROM FACE OF BAR TO WALL FINISH SURFACE.
5. PROVIDE ALL NECESSARY BLOCKING FOR GRAB BARS. GRAB BARS& FASTENERS TO BE CAPABLE OF SUPPORTING A 250# LOAD ATANY POINT ALONG ITS LENGTH.
6. ACCESSIBLE TOILETS SHALL HAVE A RIM HEIGHT OF 17" TO 19" AFF.7. ALL GRAB BARS TO HAVE CONCEALED FASTENERS8. VERIFY ALL ACCESSORIES WITH CLIENT. PROVIDE SUBMITTALS*SEE T2 FOR ADDITIONAL ACCESSIBILITY NOTES.
5'-1 1/4"3 5/8"
3 5/8" 3 5/8"
3 5/8"1'-3 1/4" 5'-1 1/4"
3 5/
8"8'-2
1/2
"3
5/8"
1'-0"
3'-1 1/4
"
12'-1"
2'-1"
2'-11"
3'-2
5/8
"
5'-1 1/4"
3 5/8"
5'-1 1/4"1'-7"
2'-11" 3
5/8"
4'-1 1/4
"5'-3
1/2
"
12'-7
1/2"
32" REF(T.B.D.)
UNDER CAB LIGHT
ALL DIMENSIONS SHOWN ARE TO FACE OF STUDS.DASHED LINE INDICATES FACE OF 5/8" GYP.BD.
PROVIDE CABINET SHOP DRAWINGS FOR OWNERAPPROVAL. CONFIRM ALL CLEARANCES WITH OWNERSUPPLIED APPLIANCES.
CURVED FRONT SKIRTON LAVATORY COUNTER
ADA: SINK RIM AT34" AFF
ADA MIRROR. CONFIRM STYLEWITH CLIENT. 40" MAX TOBOTTOM OF MIRROR
WALL SCONCE
MAINTAIN ADA KNEE SPACE ASREQUIRED. PIPE PROTECTIONREQUIRED. PROVIDE MILLWORKSHOP DRAWINGS FOR CLIENTAPPROVAL
WATER FOR COFFEE
A1.23
DR.
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SECOND
FLOORPLAN
A1.2
A2.12
3/32" = 1'-0"P A R T I A L R E A R E L E V A T I O N
NEW INFILL
NEW INFILL
REMOVE EXIST. METAL SIDINGAND INSTALL NEW METALSIDING TO MATCH EXISTING.
NEW INFILL CONSTRUCTIONAT FORMER OVERHEAD DOORAND PERSONNEL DOOR
NEW INSULATED STEELDOOR. PAINTED TO MATCHEXISTING. NEW HARDWARE
CANOPY (EXISTING RELOCATED)
NEW MASONRY BASE.TOOTHED INTO EXISTINGAT BOTH OPENINGS
EXISTING PARAPET WALL
A2.11
3/32" = 1'-0"S I D E E L E V A T I O N
NEW WNDWSTO MATCHEXIST'G FIRSTFLR WINDOWS
7'-0
"
5'-4"
NEW OPENING IN EXIST'G BRICK VENEER WALL.INSTALL NEW STEEL LINTEL. SOLDIER COURSE & SILLTO MATCH EXISTING. SALVAGE BRICK FOR OWNER.
OFFICE 6 OFFICE 7 OFFICE 8 OFFICE 9 OFFICE 10 OFFICE 11
A2.13
1/8" = 1'-0"B U I L D I N G S E C T I O N
BEVSRECEPTION/LOUNGE
EX.EX.EX.EX.EX.EX.EX.EX.
EX. NEW NEW NEW
SERVER OFFICE 1 OFFICE 2 OFFICE 3MECHEXISTING
BREAK RM.
NEW 2-STORY INTERIOR ALTERATIONE X I S T I N G
14'-0"
RAISED ACCESS FLOOR.HEIGHT TO BE DETERMINED
1-HOUR RATED WALLSAND CEILING
12'-0"
8'-8
"
9'-4
"
SECOND FLOORALIGN WITH EXISTING
CEILING JOISTBEARING. FIELD VERIFY
CEILING FRAMING NOTE:CONFIRM BEARING HEIGHT WITH REQUIREDCLEARANCES FOR LIGHT FIXTURES, &DUCTWORK & COORDINATE WITH EXISTINGSTRUCTURE. HEADER OFF NEW FRAMING ASREQUIRED FOR NEW SYSTEMS. FIELD VERIFYALL FIELD CONDITIONS PRIOR TOFABRICATION OF DUCT SYSTEMS. NEWFRAMING DOES NOT ATTACH TO EXISTING
10'-0"
8'-8
"
CEILINGEXPOSED TOSTRUCTUREABOVE
ACT CEILING
NEW STUD WALL & BEARING WALLFRAMING & GYP.BD. FINISH
SILL TO MATCH EXISTING
NEW FLOOR FRAMING W/ FIRERATE PLYWOOD SHEATHING &3/4" LAYER OF GYP-CRETE
EXISTING WALL TO BE REPLACED WITHNEW STEEL STUD BEARING WALLNEW STEEL STUD BEARING WALL TO BE BUILT ADJACENT TO EXISTING.EXTEND/RELOCATE PLUMBING AND ELECTRICAL INTO NEW WALL
NEW STUD BEARING WALLFRAMING & GYP.BD. FINISH
EXISTING ROOF ANDROOF STRUCTURE
EXISTING CMU & BRICK VENEER STUDWALL ASSEMBLY. SEE STRUCTURALDRAWINGS FOR INFORMATIONPERTAINING TO THE INSTALLATION OFTHE NEW FIRST FLOOR WINDOWS
NEW STEEL STUD BEARINGWALLS AND LIGHT GAUGE STEELFLOOR FRAMING. SEESTRUCTURAL DRAWINGS FOR ALLFRAMING MEMBER SIZES ANDINSTALLATION DETAILS
ACT CEILING. ALIGN WITHWINDOW HEAD
NEW WINDOW IN EXISTING BRICKVENEER WALL. INSTALL NEWLINTEL, SEE STRUCTURALDRAWINGS. SILL TO MATCHEXISTING. PROVIDE GYP.BDEXPANSION JOINT AT EXISTINGFINISHED WALL & NEW WALLCONNECTION..
ALL FLOOR FINISHES, BASE &WALL PAINT TO BE SIMILAR TOEXISTING. PROVIDE OWNER WITHSELECTIONS BASED ON EXISTING
HEADER. SEE STRUCTURAL
NEW HEADER IN EXISTING STEEL STUDWALL ASSEMBLY. SEE STRUCTURALDRAWINGS FOR SIZES
3/4" THICK GYP.CRETE FLOORTOPPING ON FIRE RETARDANTPLYWOOD SUBFLOOR. SEESTRUCTURAL DRAWINGS
EXTEND CEILING JOISTS TO EXISTINGGYP.BD. FINISHED EXTERIOR WALL.PROVIDE SAFB INSULATION OR FIRECAULKING AS REQUIRED TO CLOSE OFFCONCEALED WALL CAVITY
ACT CEILING. ALIGN WITHWINDOW HEAD
HEADER. SEE STRUCTURAL
EXISTING CONCRETE SLAB.SEE STRUCTURAL DRAWINGS
LIGHT GAUGE STEELCEILING JOISTS
PROVIDE SAFB INSULATION AND FIRECAULK AS REQUIRED TO CLOSE OFFCONCEALED WALL CAVITY BETWEENTHE FIRST AND SECOND FLOOR
EXISTING STEEL PEMB WIND BEAM
EXISTING WINDOW. EXTEND SILL .PROVIDE GYP.BD EXPANSIONJOINT AT EXISTING FINISHEDWALL & NEW WALL CONNECTION..
EXISTING PARAPET WALL
EXISTING METAL ROOF
A2.1
41/2" = 1'-0"
WALL SECTION - TYPICAL SIDE WALL
EXIST'G PURLINS & INSULATION
EXISTING WINDOW
NEW WINDOW. SEE ELEVATION
BEARING
SECOND FLOOR
FINISHED FLOOR
NOTE:NEW WALL ALONG EXISTING EXTERIORWALL IS FRAMED TO BYPASS THEEXISTING PEMB WINDBEAM
DR.
CH.
DATE
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ELEVATIONS
&SECTIONS
A2.1
