BUILDING CODE SUMMARY ALLOWABLE HEIGHT...

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

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CH.

DATE

PROJ. #

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EA

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REVISIONS

TE

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91

9-8

29

-49

69

F

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. 91

9-8

29

-08

60

DATE

05.06.14

MM

DSM

13049

RA

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IGH

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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.

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ELEVATIONS

&SECTIONS

A2.1