regional firearms training center · 2014-07-29 · occupant load will be posted at range...

ROANOKE, VA 24011213 SOUTH JEFFERSON

540·982·0800 FAX 540·982·1183WWW.CLARKNEXSEN.COM

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TITLE SHEET

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SCHEMATICDESIGN SUBMITTAL

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LOCATION MAP:

PROJECT SITE

INDEX OF DRAWINGSSHT. NO. SHEET TITLE

GENERALGI001 TITLE SHEETGI002 LIFE SAFETY PLANGI003 FIRE RATED ASSEMBLIESGI004 FIRE RATED ASSEMBLIESCIVILCG001 COVER SHEETC-101 OVERALL PLANC-102 EXISTING CONDITIONSC-103 SITE PLANSTRUCTURALS-001 LEGEND, NOTES, AND ABBREVIATIONSSB101 FOUNDATION PLANSB501 TYPICAL FOUNDATION/SLAB DETAILSSF101 ROOF FRAMING PLANARCHITECTURALA-001 ARCHITECTURAL LEGENDS AND NOTESAE101 FIRST FLOOR PLANAE103 ROOF PLANAE201 ELEVATIONSAE301 BUILDING SECTIONS

REGIONAL FIREARMS TRAINING CENTER

VICINITY MAP:

APPLICABLE CODES AND STANDARDS:2012 VIRGINIA CONSTRUCTION CODE (VCC- PART 1 OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE)VIRGINIA CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL (CPSM), 2013 EDITION, REVISION 0, 10/15/20132010 ADA STANDARDS FOR ACCESSIBLE DESIGN

OCCUPANCY CLASSIFICATION AND OCCUPANT LOAD ARE COMPUTED IN ACCORDANCE WITH REQUIREMENTS OF THE 2012 VCC

OCCUPANCY CLASSIFICATION: MIXED USE, SEPARATED, B & A-3OCCUPANT LOADS:FIRING RANGE (1 PER LANE + 3 INSTRUCTORS PER RANGE): 38MECHANICAL/ ELECTRICAL (300 SF/ OCCUPANT): 16CLASSROOM (15SF/ OCCUPANT): 52STORAGE (300 SF/ OCCUPANT): 6REMAINDER OF BUILDING (100SF/ OCCUPANT): 17

TYPE OF CONSTRUCTION: IIB NONCOMBUSTIBLE UNPROTECTED.STRUCTURAL FRAME: PRECAST CONCRETE WALL PANELS, PRECAST CONCRETE DOUBLE -TEE ROOFEXTERIOR WALLS: PRECAST CONCRETE PANELSFIRE PROTECTION SYSTEMS: LIMITED MANUAL FIRE ALARM SYSTEM IN AREAS OUTSIDE OF FIRING RANGES.

PROJECT INFORMATION

PROJECT SITE

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2300 Milton Road, Charlottesville, VA 22902

No. Date Description

MECHANICALDECONTAMINATION

DECONTAMINATION MECHANICAL

8 LANERANGE

8 LANERANGE

ELECTRICAL

COMMONSTORAGE

AGENCYSTORAGE

AGENCYSTORAGE

ARMORERJAN

CORRIDOR

AGENCYSTORAGE

CLASSROOMSTORAGE

CLASSROOM

SIMULATOR

VESTIBULE

WOMEN

COMMONSTORAGE

JAN

WEAPONSCLEANING

MEN

IT

1-HOUR FIRE PARTITION



56340

779 SFA3 15

52

57160

72" DOOR = 68"/.2

118 SFS1 300

1 85 SFS1 300

1

87 SFS1 300

1

99 SFS1 300

1

103 SFS1 300

1

112 SFS1 300

15946 SFB 0

19

1791 SFB 300

7

1859 SFB 300

7

351 SFB 300

2

5885 SFB 0

19

7160

41603

160

36" DOOR = 32"/.2

36" DOOR = 32"/.2

36" DOOR = 32"/.2

36" DOOR = 34"/.2

*

*

36" DOOR = 32"/.2

2160

1926

1834

OPEN PERIMETER

OPEN PERIMETER

OPEN PERIMETER

OPEN PERIMETER

OPEN PERIMETER

OPEN PERIMETER

OPEN PERIMETER

2-HOUR FIREBARRIER

2-HOUR FIREBARRIER

1-HOUR FIRE BARRIER

1-HOUR FIRE BARRIER

NOTE: ONLY ONE LEAF OFDOUBLE DOOR IS ACTIVE.

PASSIVE LEAF TO BE EQUIPPEDWITH MANUAL FLUSH BOLTS.

192' COMMON PATH OF TRAVEL DISTANCE.75' PERMITTED. SEE GENERAL NOTE 1.192' EXIT TRAVEL DISTANCE200' PERMITTED

PROVIDED THIS AREA

MANUAL FIRE ALARM

RUBBERBULLETTRAP

RUBBERBULLETTRAP

USE GROUP A-3

FIRE AREA = 3,029 SF

USE GROUP B

FIRE AREA = 16,236 SF

FEB

FEB

44" DOOR = 40"/.2

44" DOOR = 40"/.2

FEC

248 SFB 100

3

274 SFB 100

3

83 SFB 100

1

FEC

61'-0" EXIT TRAVEL75'-0" PERMITTED

50'-0" EXIT TRAVEL75'-0" PERMITTED

20200

20200

STORAGE (S-1)

ASSEMBLY UNCONCENTRATED (A-3)

BUSINESS (B)

LIFE SAFETY PLAN LEGEND

LIFE SAFETY PLAN GENERAL NOTES:

1 HOUR FIRE RATING

2 HOUR FIRE RATING

NUMBER OF PERSONS

MAX ALLOWED THROUGH DOOR

FLOOR AREAFLOOR AREA PER OCCUPANTOCCUPANT NUMBER PER SPACE

150SFB 100

4

XXXX

COMMON PATH OF TRAVEL IN 8-LANE RANGED EXCEEDS 75' MAXIMUMPERMITTED. PER DISCUSSION WITH UNVERSITY BUILDING OFFICIAL, TRAVELDISTANCE SHOWN IS ACCEPTABLE IF A DIRECT EXIT TO THE BUILDINGEXTERIOR IS PROVIDED AS SHOWN.

1.

EGRESS TRAVEL PATH AND DISTANCE

FIRE EXTINGUISHER BRACKET

FECFIRE EXTINGUISHER CABINET

FEB

USE GROUP

EXIT SIGN

2012 VIRGINIA CONSTRUCTION CODE (VCC – PART I OF THE VIRGINIA UNIFORMSTATEWIDE BUILDING CODE)2012 VIRGINIA FIRE PREVENTION CODEVIRGINIA CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL (CPSM), 2013EDITION, REVISION 0, 10/15/2013 (AS REFERENCED BY THE PROJECT RFP)2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

BUILDING WILL BE A MIXED, SEPARATED OCCUPANCY (VCC 508.4)

OCCUPANCY CLASSIFICATIONS (VCC CHAPTER 3):B BUSINESSA-3 ASSEMBLY

MIXED OCCUPANCY SEPARATION: PER VCC TABLE 508.4, OCCUPANCIES WILL BESEPARATED BY A TWO-HOUR FIRE BARRIER.

ACCESSORY OCCUPANCY (VCC 508.2): S-1 STORAGE, MODERATE HAZARD.ACCESSORY OCCUPANCY IS LESS THAN 10% OF THE BUILDING AREA.

INCIDENTAL USE (VCC 509): FIRING RANGE MECHANICAL ROOMS.INCIDENTAL USE CONTAINS FUEL-FIRED EQUIPMENT HAVING INPUT > 400,000BTU.PER VCC TABLE 509, INCIDENTAL USE WILL BE SEPARATED BY A 1 HOUR FIREBARRIER.

TYPE OF CONSTRUCTION: IIB NON-COMBUSTIBLE UNPROTECTED

BUILDING HEIGHT (VCC TABLE 503):ALLOWABLE HEIGHT PER TABLE 503 (A-3 AND B): 55'-0"ACTUAL HEIGHT: 22'-0"

BUILDNG AREA (VCC TABLE 503)ALLOWABLE AREAS PER TABLE 503:

A-3: 9,500 SFB: 23,000 SF

ACTUAL AREAS:A-3: 3,029 SFB: 16,236 SF

AREA INCREASE FOR OPEN PERIMETER (VCC 506.2):OPEN PERIMETER = 426’TOTAL PERIMETER = 670’

% AREA INCREASEI = [ ( F / P ) - .25 ] x W / 30I = [ (426’ / 670’ ) - .25 ] x 30 / 30I =[ ( .636 ) - .25 ] x 1I = .386 = 38%

ALLOWABLE AREAS WITH INCREASE:A = [ A + ( A x I ) ]A3 USE: [ 9,500 + ( 9,500 x .38 ) ] = 13,110B USE: [ 23,000 +( 23,000 x .38 ) ] = 31,740

VERIFY ALLOWABLE BUILDING AREA FOR MIXED USE (VCC 508.4.2)ACTUAL AREA A-3 USE + ACTUAL B USEALLOWABLE AREA A-3 USE ALLOWABLE AREA B USE3,029 + 16,236 = .75 < 113,110 31,740

TYPE OF CONSTRUCTION: IIB NON-COMBUSTIBLE UNPROTECTED

BUILDING ELEMENT RATING (HOURS) ASSEMBLY

PRIMARY STRUCTURAL FRAME NA NA

BEARING WALLS 0 NA

NONBEARING WALLS AND PARTITIONS, EXTERIOR 0 NA

NONBEARING WALLS AND PARTITIONS, INTERIOR(FOR WALLS WHERE RATINGS ARE NOT OTHERWISE REQUIRED) 0 NA

FLOOR CONSTRUCTION 0 NA

ROOF CONSTRUCTION 0 NA

FIRE PARTITIONS SURROUNDING EGRESS CORRIDORS 1 UL U465

FIRE BARRIERS SEPARATING MIXED OCCUPANCIES (A-3 & B) 2 NOTE 1

FIRE BARRIERS SEPARATING INCIDENTAL USES (MECHANICAL ROOMS) 1 NOTE 1

NA = NOT APPLICABLENOTE 1: FIRE-RESISTANCE RATINGS OF PRECAST CONCRETE WALL PANELS WILL BE CALCULATED IN ACCORDANCEWITH VCC SECTION 722. DOCUMENTATION OF CALCULATED RATINGS WILL BE SUBMITTED DURING CONSTRUCTION.

AUTOMATIC SPRINKLER SYSTEM: AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIREDAND WILL NOT BE PROVIDED.MANUAL FIRE ALARM SYSTEM: A MANUAL FIRE ALARM SYSTEM IS NOT REQUIRED. AMANUAL FIRE ALARM SYSTEM WILL BE PROVIDED IN THE AREA INDICATED ON THE LIFESAFETY PLAN.

USE SF PER OCCUPANT NUMBERSPACE DESCRIPTION GROUP AREA (SF) (VCC TABLE 1004.1.2) OF OCCUPANTSARMORER A-3 83 100 G 1CLASSROOM A-3 779 15 N 52MISCELLANEOUS ADMIN(TOILETS, JANITOR, CIRCULATION) A-3 998 100 G 10SIMULATOR A-3 248 100 G 3STORAGE (ACCESSORY USE) S-1 604 300 G 6**WEAPONS CLEANING A-3 274 100 G 3FIRING RANGES B 11,831 * 38MECH/ELEC (INCIDENTAL USE) B 4,111 300 G 16**TOTAL 129

G = GROSS SFN =- NET SF*FIRING RANGE OCCUPANCY CALCULATED AS 1 PERSON PER FIRING LANE, PLUS 3 INSTRUCTORS PER RANGE,PLUS 8 OBSERVERS PER RANGE. OCCUPANT LOAD WILL BE POSTED AT RANGE ENTRANCES.**OCCUPANT LOAD IS THE SUM OF THE OCCUPANTS FOR EACH INDIVIDUAL SPACE.

DOOR EQUIPPED WITHELECTRONIC ACCESS CONTROL

OCCUPANT LOAD (VCC SECTION 1004)FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (VCC TABLE 601)ALLOWABLE HEIGHT AND AREA (VCC CHAPTER 5)APPLICABLE CODES

USE GROUPS (VCC CHAPTER 3 AND 5)

FIRE PROTECTION SYSTEMS (VCC CHAPTER 9)



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LIFE SAFETYPLAN

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1/8" = 1'-0"1FIRST FLOOR LIFE SAFETY PLAN

1/8" = 1' - 0"0 5' 10' 15' 30'


Design No. U465May 14, 2014

Nonbearing Wall Rating — 1 HR.

1. Floor and Ceiling Runners — (Not shown) — Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel,attached to floor and ceiling with fasteners spaced 24 in. OC max.1A. Framing Members*— Floor and Ceiling Runners — (Not shown) — As an alternate to Item 1 - Channel shaped, min 3-5/8 in. deep, attached to floorand ceiling with fasteners 24 in. OC. max.ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing SystemCONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing SystemQUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing SystemSCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing SystemSTEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing SystemUNITED METAL PRODUCTS INC — Type SUPREME Framing System1B. Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 1-1/4in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ TrackCRACO MFG INC — SmartTrack20™

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ TrackPHILLIPS MFG CO L L C — Viper20™ Track1C. Floor and Ceiling Runners — (Not shown)—For use with Item 2C- Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel,min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC.1D. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1C — For use with Item 2D and 4G only, proprietarychannel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fastenersspaced 24 in. OC max.CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAKDMFCWBS L L C — ProTRAKMBA BUILDING SUPPLIES INC — ProTRAKRAM SALES L L C — Ram ProTRAKSOUTHEASTERN STUD & COMPONENTS INC — ProTRAKSTEEL STRUCTURAL SYSTEMS L L C — Tri-S ProTRAK1E. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1D — For use with Item 2E and 4I only, proprietarychannel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fastenersspaced 24 in. OC max.TELLING INDUSTRIES L L C — TRUE-TRACK™

1F. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1E — For use with Item 2, channel shaped runners, 1-1/4in. deep by min 3-5/8 in. wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.KIRII (HONG KONG) LTD — Type KIRII1G. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1F — For use with Item 2, channel shaped runners, 1-1/4in. deep by min 3-5/8 in. wide, attached to floor and ceiling with fasteners spaced 24 in. OC max.STUDCO BUILDING SYSTEMS — CROCSTUD Track1H. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, withmin 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. galv steel or thicker, attached to floor and ceiling with fastenersspaced max 24 in. OC.MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100.1I. Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1 — For use with Item 2H, proprietary channel shaped runners, 1-1/4in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.TELLING INDUSTRIES L L C — Viper20™ Track2. Steel Studs — Channel shaped, 3-5/8 in. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less thanassembly height.2A. Framing Members*— Steel Studs — As an alternate to Item 2 - Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to becut 3/4 in. less than assembly height.ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing SystemCONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing SystemQUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing SystemSCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing SystemSTEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing SystemUNITED METAL PRODUCTS INC — Type SUPREME Framing System2B. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in. wide bymin 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™

CRACO MFG INC — SmartStud20™

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™

PHILLIPS MFG CO L L C — Viper20™

2C. Steel Studs — (As an alternate to Item 2, For use with Item 4E) Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height.2D. Framing Members*— Steel Studs — As an alternate to Items 2 through 2C- For use with Item 1D and 4G only, channel shaped studs, min 3-5/8 in.wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUDDMFCWBS L L C — ProSTUDMBA BUILDING SUPPLIES INC — ProSTUDRAM SALES L L C — Ram ProSTUDSOUTHEASTERN STUD & COMPONENTS INC — ProSTUDSTEEL STRUCTURAL SYSTEMS L L C — Tri-S ProSTUD2E. Framing Members*— Steel Studs — As an alternate to Items 2 through 2D- For use with Item 1E and 4I only, channel shaped studs, min 3-5/8 in.wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.TELLING INDUSTRIES L L C — TRUE-STUD™

2F. Framing Members*— Steel Studs — As an alternate to Items 2 through 2E- For use with Item 1F, channel shaped studs, min 3-5/8 in. widefabricated from min 25 MSG steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.KIRII (HONG KONG) LTD — Type KIRII2G. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 through 2F - For use with Item 1G. Proprietary channel shaped studs, minimum 3-5/8 in. wide, Studs to be cut 1/2 in. less than the assembly height.STUDCO BUILDING SYSTEMS — CROCSTUD2H. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — For use with Item 1I, proprietary channel shaped steel studs, 1-1/4 in. wide bymin 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.TELLING INDUSTRIES L L C — Viper20™

3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity.See Batts and Blankets (BZJZ) category for names of Classified companies.3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — (100% Borate Formulation) — Spray applied cellulose material. The fiber isapplied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal drydensity 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 accordancewith 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.3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is appliedwith water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity.Minimum dry density of 4.3 pounds per cubic ft.NU-WOOL CO INC — Cellulose Insulation3C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose fiber. The fiber is applied with water to completely fill theenclosed 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-RL3D. Batts and Blankets* — For use with Item 8. Nom 3 in. thick, minimum 3.4 pcf mineral wool batts, friction fit between the studs and floor and ceilingrunners.See Batts and Blankets (BZJZ) category for names of manufacturers.

4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screwsspaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on oppositesides of the assembly. When attached to item 6 (resilient channels) or 6A, 6B or 6C (furring channels), gypsum board is screwattached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC.ACADIA DRYWALL SUPPLIES LTD — Type X, 5/8 Type XAMERICAN GYPSUM CO — Types AG-C, AGX-1, M-GlassBEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1.CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.CERTAINTEED GYPSUM CANADA INC — Type C, Type X, Type Abuse-Resistant, 5/8" Easi-Lite Type X.CERTAINTEED GYPSUM INC — Types 1, EGRG, GlasRoc, Type X, Type C, SilentFX, 5/8" Easi-Lite Type X.CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX.GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS, , Type X, VeneerPlaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG-C, GreenGlass Type X, Type X ComfortGuardSound Deadening Gypsum Board, Type LWX, Veneer Plaster Base-Type LWX, Water Rated-Type LWX, Sheathing Type-LWX,Soffit-Type LWX, Type DGLW, Water Rated-Type DGLW, Sheathing Type- DGLW, Soffit-Type DGLW, Type LW2X, Veneer PlasterBase - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - TypeDGL2W, Sheathing - Type DGL2W.NATIONAL GYPSUM CO — Types FSK, FSK-C, FSK-G, FSMR-C, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8,FSL.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types PG-C, PG-9, PG-11, PGS-WRS.PANEL REY S A — Types GREX, PRX, RHX, MDX, ETX.SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1THAI GYPSUM PRODUCTS PCL — Type X, Type C.UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX(Joint tape and compound, Item 5, optional for use with Type USGX).USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.4A. Gypsum Board* — (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, appliedvertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edgejoints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steelstuds and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical andbottom edges and 12 in. OC in the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels tobe installed horizontally.CERTAINTEED GYPSUM CANADA INC — Type X, Type C, Type EGRG/ GlasRoc.CERTAINTEED GYPSUM INC — Type X, Type C, Type EGRG/ GlasRoc.CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A, LGFC-C/AGEORGIA-PACIFIC GYPSUM L L C — Types DAP, DAPC, DGG, DS.THAI GYPSUM PRODUCTS PCL — Type X, Type C.UNITED STATES GYPSUM CO — T ype AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, , USGX(Joint tape and compound, Item 5, optional for use with Type USGX).USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A withscrew length increased to 1-1/4 in.CGC INC — Types AR, IP-AR.UNITED STATES GYPSUM CO — Types AR, IP-AR.USG MEXICO S A DE C V — Types AR, IP-AR.4C. Gypsum Board* — As an alternate to Items 4, 4A, and 4B - Nom. 5/8 in. thick gypsum panels, with square edges, appliedhorizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontalbutt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing.GEORGIA-PACIFIC GYPSUM L L C — GreenGlass Type X.4D. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 in. thick gypsum panels applied vertically orhorizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steelframing. Gypsum panels fastened to framing with 1 in. long Type S steel screws 8 in. OC along vertical edges and 12 in. OC in thefield when panels are applied vertically, or 1-1/2 in. from board edges, 3 in. from board edge and every 8 in. OC in the field whenapplied horizontally. Screws spaced a max 12 in. along the top and bottom edges of the wall.NATIONAL GYPSUM CO — Types FSK, FSK-C, FSK-G, FSL, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSMR-C.4E. Gypsum Board* — (As an alternate to Items 4 through 4D) - Installed as described in Item 4. 5/8 in. thick, 4 ft. wide, papersurfaced, applied vertically only and fastened to the studs and plates with 1 in. long, Type S steel screws spaced, 8 in. OC. Not to beused with item 6.NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board4F. Gypsum Board* — (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For directattachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, appliedvertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured tostuds with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.RAY-BAR ENGINEERING CORP — Type RB-LBG4G. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1D and 2D only, 5/8 in. thick, 4 ft wide, attachedto steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC inthe field of the board. Joints oriented vertically and staggered on opposite sides of the assembly.CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A, LGFC-C/ANATIONAL GYPSUM CO — Types FSWUNITED STATES GYPSUM CO — Type SCX4H. Gypsum Board* — (As an alternate to Items 4 through 4G) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically andsecured as described in Item 4.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock ES.4I. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1E and 2E only, 5/8 in. thick, 4 ft wide, attachedto steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC inthe field of the board. Joints oriented vertically and staggered on opposite sides of the assembly.UNITED STATES GYPSUM CO — Type SCX4J. Gypsum Board* — (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For directattachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, appliedvertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured tostuds with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead BattenStrips (see Item 9A) or Lead Discs (see Item 10A).MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum4K. Gypsum Board* — (As an alternate to Item 4 and 4A, not for use with Items 1D, 1E, 2D and 2E) - Nom. 5/8 in. thick gypsumpanels with beveled, square or tapered edges installed as described in Item 4 and 4A.CGC INC — Type ULXUNITED STATES GYPSUM CO — Type ULXUSG MEXICO S A DE C V — Type ULX4L. Gypsum Board* — (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For directattachment only to steel studs Item 2C). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, appliedvertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studswith 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Leadbatten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead battenstrips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud withconstruction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip.Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips anddiscs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall4M. Gypsum Board* — (For use with Item 8) - 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 8) withvertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 in. Type G Screws spaced 8 in. OCalong edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 8). Secured to outermoststuds and floor and ceiling runners with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape andjoint compound. Screw heads covered with joint compound.AMERICAN GYPSUM CO — Type AG-CCERTAINTEED GYPSUM CANADA INC — Type CCERTAINTEED GYPSUM INC — Type FRPC, Type CCGC INC — Types C, IP-X2, IPC-ARCONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC-C/AGEORGIA-PACIFIC GYPSUM L L C — Types 5, DAPC, TG-CNATIONAL GYPSUM CO — Types FSK-C, FSW-CPABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG-C.PANEL REY S A — Type PRCTHAI GYPSUM PRODUCTS PCL — Type CUNITED STATES GYPSUM CO — Types C, IP-X2, IPC-ARUSG MEXICO S A DE C V — Types C, IP-X2, IPC-AR4N. Wall and Partition Facings and Accessories* — (As an alternate to Item 4) — Nominal 5/8 in. thick, 4 ft wide panels, appliedvertically and secured as described in Item 4.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 527.4O. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C - Two layers Nom. 5/16 in. thick gypsum panels applied verticallyor horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steelframing. Horizontal joints on the same side need not be staggered. When applied horizontally, both layers of gypsum board fastened toeach side of framing with 1 in. long Type S steel screws spaced 8 in. OC and staggered 4 in. OC between layers. When appliedvertically, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws spaced 8 in. OC alongvertical edges and 12 in. OC in the field, staggered 4 in. OC between layers. Screws spaced a max 12 in. along the top and bottomedges of the wall.NATIONAL GYPSUM CO — Type FSW.5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may beapplied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted whengypsum boards are supplied with square edges.

6. Resilient Channel — (Optional-Not Shown) — 25 MSG galv steel resilient channels spacedvertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12pan head steel screws. May not be used with Item 4F or 4J.6A. Steel Framing Members (Not Shown)* — As an alternate to Item 6, furring channels andresilient sound isolation clip as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in.deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b.Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWGgalv steel wire near each end of overlap. As an alternate, ends of adjoining channels may beoverlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long atthe midpoint of the overlap, with one screw on each flange of the channel.b. Framing Members* — Used to attach furring channels (Item a) to studs (Item 2). Clips spaced 48in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the centergrommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furringchannels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels.PAC INTERNATIONAL INC — Types RSIC-1, RSIC-1 (2.75).6B. Framing Members* — (Not Shown) — (Optional on one or both sides) — As an alternate to Item6, furring channel and Steel Framing Members as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max.24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum boardattached to furring channels as described in Item 4.b. Steel Framing Members* — Used to attach furring channels (Item 6Ba) to studs (Item 2). Clipsspaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling,S-12 steel screw through the center grommet. Furring channels are friction fitted into clips.PLITEQ INC — Type Genie Clip6C. Steel Framing Members — (Optional, Not Shown)* - Furring channels and resilient soundisolation clip as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs.Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. andsecured together with four self-tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4 in. fromoverlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furringchannels shall be attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R locatedapproximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastenedinto channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge.b. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels (Item6Ca) to studs. Clips spaced 24 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywallscrew through the center hole. Furring channels are friction fitted into clips.STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R7. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panelsattached in accordance with manufacturer's recommendations. When the QR-510 panel is installedbetween the steel framing and the UL Classified gypsum board, the required UL Classified gypsumboard layer(s) is/are to be installed as indicated as to fastener type and spacing, except that therequired fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as asubstitute for the required layer(s) of UL Classified Gypsum Board.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR-510.8. Mineral and Fiber Board* — (Optional, Not shown) — For optional use as an additional layer onone side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs.Attached to studs and floor and ceiling runners with 1-5/8 in. long Type S steel screws, spaced 12 in.OC and 24 in. OC along all intermediate framing. The required UL Classified gypsum board layer (Item4M) is to be installed over the Mineral and Fiber Boards. Batts and Blankets, Item 3D, and Adhesive,Item 11, are required.HOMASOTE CO — Homasote Type 440-329. Lead Batten Strips — (Not Shown, For Use With Item 4E) - Lead batten strips, min 1-1/2 in. wide,max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attachedfrom the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top ofthe strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting theFederal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of leadbacked gypsum board (Item 4E) and optional at remaining stud locations. Required behind verticaljoints.9A. Lead Batten Strips — (Not Shown, for use with Item 4J) Lead batten strips, 2 in. wide, max 10 ftlong with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud withtwo min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at thebottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip.Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, Cor D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4J) andoptional at remaining stud locations.10. Lead Discs or Tabs — (Not Shown, For Use With Item 4E) - Used in lieu of or in addition to thelead batten strips (Item 8) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick leaddiscs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in.thick lead tabs placed on gypsum boards (Item 4E) underneath screw locations prior to the installationof the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".10A. Lead Discs — (Not Shown, for use with Item 4J) Max 5/16 in. diam by max 0.140 in. thick leaddiscs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5%meeting the Federal Specification QQ-L-201f, Grades "B, C or D".11. Adhesive — Not Shown - (For use with Item 8) - Construction grade adhesive applied in vertical,serpentine, nominal 3/8 in. wide beads down the length of both vertical edges of Mineral and FiberBoard (Item 8).

FIRE RESISTANCE RATINGS OF PRECAST CONCRETE WALL PANELS WILL BECALCULATED IN ACCORDANCE WITH SECTION 722 OF THE 2012 VIRGINIACONSTRUCTION CODE. DOCUMENTATION OF CALCULATED RATINGS WILL BESUBMITTED DURING CONSTRUCTION.



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GYPSUM BOARD FIRE PARTITION


PRECAST CONCRETE FIRE BARRIERS

System No. W-L-1205

August 31, 2005

F Ratings — 1 and 2 Hr (See Items 1 and 4)

T Rating — 0 Hr

1. Wall Assembly — The 1 or 2 Hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individualU400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs — "C-T" shaped studs 1-5/8 in. (41 mm) wide by 2-1/2 in. (64 mm) deep, fabricated from 25 MSG galv steel, spaced max 24 in. (610 mm) OC.

B. Gypsum Board* — One layer of nom 1 in. (25 mm) thick, 24 in. (610 mm) wide gypsum liner and one or two layers of 5/8 in. (16 mm) thick, 4 ft (1.22 m)wide gypsum board with square or tapered edges. The gypsum board types, number of layers, fastener type and sheet orientation shall be as specified in theindividual Wall and Partition Design. Max diam of opening is 10-1/2 in. (267 mm).

1A. Wall Assembly — As an alternate to the above wall assembly, the 1 or 2 Hr fire rated gypsum board/stud wall assembly shall be constructed of the materials andin the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:

A. Studs — Wall framing may consist of either wood studs or steel channel studs. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610mm) OC. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC.B. Gypsum Board* — Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max diam of opening is 10-1/2in. (267 mm).

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Metallic Sleeve — Max 10-1/2 in. (267 mm) diam cylindrical sleeve fabricated from min 0.016 in. (0.41 mm) thick galv sheet steel and having a min 1 in. (25 mm)lap along the longitudinal seam. Length of steel sleeve to be equal to thickness of wall. Sleeve installed by coiling the sheet steel to a diam smaller than the throughopening, inserting the coil through the opening and releasing the coil to let it uncoil against the circular cutouts in the gypsum board layers. Sleeve may also be formedof No. 8 steel wire mesh having a min 1 in. (25 mm) lap along the longitudinal seam.

3. Through-Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. An annular space ofmin 1/4 in. (6 mm) to max 1-5/8 in. (41 mm) is required within firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. Thefollowing types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 8 in. (203 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 8 in. (203 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit — Nom 4 in. (203 mm) diam (or smaller) steel electrical metallic tubing (EMT) or 6 in. diam steel conduit.

D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing.

E. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.

F. Flexible Steel Conduit+ — Nom 2 in. (51 mm) diam (or smaller) flexible steel conduit.

See Flexible Metal Conduit (DXUZ) category in the Electrical Construction Equipment Directory for names of manufacturers.

4. Firestop System — The firestop system shall consist of the following:

A. Packing Material — Min 2-1/8 in. (54 mm) or 2-3/4 in. (70 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into opening onthe room side of the wall as permanent form for 1 and 2 hr fire rated walls, respectively. Packing material to be recessed from the room side of wall as requiredto accommodate the required thickness of fill material. In alternate wall assembly, packing material to be flush with either side of the wall and recessed from theother side of the wall to accommodate the required thickness of fill material.

B. Fill, Void or Cavity Material — Sealant* — Min 1 in. (25 mm) thickness of fill material applied within sleeve, flush with surface of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant

System No. W-J-1028February 13, 2014

ANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 1 & 2 Hr (See Item 3) F Rating — 1 & 2 Hr (See Item 3)T Rating — 0 Hr FT Rating — 0 Hr

FH Rating — 1 & 2 Hr (See Item 3)FTH Rating — 0 Hr

1. Wall Assembly — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wallmay also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 12-1/2 in. (318 mm).

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Through-Penetrants — One metallic pipe, conduit or tubing to be centered within the firestop system. The annular space between pipes,conduit or tubing and periphery of opening shall be min 1/2 in. (13 mm) to max 7/8 in. (22 mm). Pipe, conduit or tubing to be rigidly supportedon both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 10 in. (254 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or nom 6 in. (152 mm) diam (or smaller) steelconduit.

C. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing.

D. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.

3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness of fill material applied within the annulus,flush with both surfaces of wall for 1 hr and 2 hr fire-rated walls, respectively.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 601s, CFS-S-SIL GG or FS-ONE Sealant

System No. WW-D-0032

June 26, 2008

Assembly Rating - 3 Hr

Nominal Joint Width - 1 in.

L Rating At Ambient — Less Than 1 CFM/Lin Ft

L Rating At 400°F — Less Than 1 CFM/Lin Ft

Class II Movement Capabilities - 12.5% Compression and Extension

1. Wall Assembly — Min 8 in. (203 mm) thick steel reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structuralconcrete. Wall may also be constructed of any UL Classified Concrete Blocks*.

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Joint System — Max width of joint (at time of installation) is 1 in. (25 mm). The joint system is designed to accommodate a max12.5 percent compression or extension from its installed width. The joint system shall consists of the following:

A. Fill, Void or Cavity Material* - Sealant — A 1/2 in. (13 mm) thickness of fill material installed within the joint, flush with eachsurface of the wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP606 Flexible Firestop Sealant

B. Forming Material — (Optional, Not Shown) - Mineral wool insulation or polyurethane foam backer rod. Forming material to berecessed from both surfaces of the wall as required to accommodate the required thickness of fill material.



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GYPSUM BOARD WALL THROUGH - PENETRATION


CONCRETE WALL THROUGH-PENETRATION

CONCRETE WALL JOINT

ROANOKE, VA 24011

213 SOUTH JEFFERSON

540·982·0800 FAX 540·982·1183

WWW.CLARKNEXSEN.COM

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3040 Avemore Square Pl.Charlottesville, VA 22911Phone: 434.984.2700

ASSOCIATES

ENGINEERSSURVEYORS

PLANNERS

PO Box 4119Lynchburg, VA 24502Phone: 434.316.6080

www.wwassociates.net

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REGIONAL FIREARMS TRAINING CENTER

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ROANOKE, VA 24011

213 SOUTH JEFFERSON

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EXISTING

CONDITIONS

7

C-102

CRITICAL SLOPES

25% OR GREATER

ROANOKE, VA 24011

213 SOUTH JEFFERSON

540·982·0800 FAX 540·982·1183

WWW.CLARKNEXSEN.COM

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SCHEMATIC

DESIGN SUBMITTAL



ASSOCIATES

ENGINEERSSURVEYORS

PLANNERS



SITE PLAN

8

C-103

AFF ABOVE FINISHED FLOOR

BOC BOTTOM OF CONCRETEBOS BOTTOM OF STEELBRG BEARINGCFS COLD-FORMED STEEL

AB ANCHOR BOLT

CJ SLAB CONSTRUCTION JOINTCENTER LINE

CLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONN CONNECTIONCONC CONCRETECONT CONTINUOUS

DN DOWN

EA EACHEF EACH FACEEJ EXPANSION JOINTELEV ELEVATIONEOS EDGE OF SLABEQ EQUALEW EACH WAYFFE FINISHED FLOOR ELEVATIONFOB FACE OF BRICKFTG FOOTING

GALV GALVANIZEDHORIZ HORIZONTALHS HIGH STRENGTHJBE JOIST BEARING ELEVATION

LG LONGLLH LONG LEG HORIZONTALLLV LONG LEG VERTICAL

MOW MIDDLE OF WALL

NTS NOT TO SCALE

OPP OPPOSITE

PJF PREMOLDED JOINT FILLERPLATE

REQD REQUIRED

SF STEPPED FOOTING

SJ SLAB SAWED (CONTRACTION) JOINT

T&B TOP AND BOTTOMTOC TOP OF CONCRETETOF TOP OF FOOTINGTOS TOP OF STEELTS THICKENED SLABTYP TYPICAL

VERT VERTICALWP WORKING POINTWWF WELDED WIRE FABRIC

CL

PL

DIA, ø DIAMETER

POUNDS PER SQUARE FOOT

SIM SIMILAR

PSF

DWG DRAWING

KIP (k) 1000 LBS

POUNDS PER LINEAR FOOTPLF

UON UNLESS OTHERWISE NOTED

DCJ DOWELED CONSTRUCTION JOINT

ARCH ARCHITECTURAL

AHR ANCHORAPPROX APPROXIMATELY

BD BAR DIAMETER

MAX MAXIMUMMFR MANUFACTURERMIN MINIMUM

STD STANDARD

SD SLAB DEPRESSION

NO. NUMBERNIC NOT IN CONTRACT

SCHED SCHEDULE

SOG SLAB-ON-GRADE

GA GAGE

LSH LONG SIDE HORIZONTALLSV LONG SIDE VERTICAL

OC ON CENTER

REINF REINFORCING

SL SLOPE(D)

PCM PRECAST CONCRETE MANUFACTURER

SLOPE DIRECTION

BRICK

CONCRETE

EARTH FILL

HOLLOW CORE SLAB

CONCRETE MASONRYUNIT (CMU)

POROUS FILL

INDICATES ELEVATIONREFERENCEDTO FINISHED FIRST FLOOR

DECK SPAN

KEYED CONSTRUCTION NOTE

COLUMN REFERENCE LINE(CENTERLINE OF COLUMN)

SPOT ELEVATION

SLOPE DIRECTION

GROUT

SLAB DEPRESSION

DN

X

#

WELDED WIRE FABRIC

[X'-X"]

[X'-X"]

1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS. COORDINATE THE WORK OFOTHER TRADES INCLUDING, BUT NOT LIMITED TO THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES,HANGERS AND ANCHORS.

2. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±X’-X”] REFERENCED TO THE FINISHED FIRSTFLOOR ELEVATION DATUM. REFER TO THE CIVIL DRAWINGS FOR ACTUAL DATUM ELEVATION.

3. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE OWNER’SREPRESENTATIVE PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

4. DETAILS ENTITLED OR NOTED AS “TYPICAL” APPLY NOT ONLY WHERE SPECIFICALLY INDICATED ORREFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIRUSE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OFA CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED ORREFERENCED.

5. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISHED STRUCTURE. PROVIDE ALLTEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENTUNTIL ALL STRUCTURAL WORK, INCLUDING CONNECTIONS, IS COMPLETE. THE ANALYSIS, DESIGN, SAFETY,ADEQUACY, AND INSPECTION OF ERECTION BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS ARE THESOLE RESPONSIBILITY OF THE CONTRACTOR.

6. CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND SEQUENCES AND SUPERVISION OF THE WORK ARE THESOLE RESPONSIBILITY OF THE CONTRACTOR.

7. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANYCIRCUMSTANCE.

GENERAL NOTES

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS:

A. 2012 VIRGINIA CONSTRUCTION CODE (PART 1 OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE)

B. ASCE 7-05, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

C. CPSM 2013 REV 0

2. DESIGN LOAD CRITERIA:

A. LIVE LOADS (UNIFORM)

ROOFGROUND FLOORSTORAGEMECHANICAL/ELECTRICAL ROOMS

NOTE: LIVE LOAD REDUCTION WAS NOT USED IN THE DESIGN OF THIS STRUCTURE

B. SNOW LOAD:

GROUND SNOW LOAD, PgSNOW EXPOSURE FACTOR, CₑTHERMAL FACTOR, CtSNOW LOAD IMPORTANCE FACTOR, IsFLAT ROOF SNOW LOAD, PfSLOPED-ROOF SNOW LOAD, Ps

C. WIND LOADS:

BASIC WIND SPEED, VOCCUPANCY CATEGORYWIND IMPORTANCE FACTOR, IWIND EXPOSURE CATEGORYGUST EFFECT FACTOR, GINTERNAL PRESSURE COEFFICIENTS, GCpi

DESIGN NOTES

DESIGN WIND PRESSURE FORWALL COMPONENTS (PSF)

DESIGN WIND PRESSURE FORROOF COMPONENTS (PSF)

DESIGN WIND PRESSURE FORPARAPETS (PSF)

WALL ZONE

1

2

3

0 - 20ROOF ZONE

21 - 100 101 +

+10.0

+10.0

+10.0

-13.6

-22.8

-34.3

+10.0

+10.0

+10.0

-13.2

-20.3

-28.4

+10.0

+10.0

+10.0

-12.4

-14.7

-14.7

4

5

COMPONENT TRIBUTARY AREA (FT²)

COMPONENT TRIBUTARY AREA (FT²)

0 - 20 21 - 100 101 +

+13.6

+13.6

-14.7

-18.2

+13.0

+13.0

-14.1

-16.9

+11.5

+11.5

-12.7

-14.1

WALL ZONE

4

5

STRENGTH

36.3

47.8

DEFLECTION

25.6

33.8

NOTES:1. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARD AND

AWAY FROM THE SURFACES, RESPECTIVELY

2. BUILDING ZONES ARE DEFINED IN ASCE 7

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICANCONCRETE INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301-10).

2. CAST-IN-PLACE CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS (f'c):

A. WALLS 4000 PSIB. DOUBLE-TEE TOPPING SLABS 3500 PSIC. SLAB-ON-GRADE 4000 PSID. FOOTINGS 3000 PSIE. ALL OTHER CONCRETE 3000 PSI

3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS SPECIFICALLY OTHERWISE NOTED.

4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60.

5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE SHEET-TYPE WELDED WIRE FABRIC.SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING PLUS 2".

6. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATED. CONTINUOUSREINFORCING STEEL SHALL BE LAPPED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318.

7. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN NO CASE SHALLREINFORCING COVER BE LESS THAN THE REQUIREMENTS OF ACI 301.

A. CONCRETE DEPOSITED AGAINST THE GROUND 3”B. CONCRETE EXPOSED TO EARTH OR WEATHER 2”C. SLABS AND WALLS 1”

8. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90-DEGREE HOOK UNLESS OTHERWISENOTED. STIRRUPS, TIES, 180-DEGREE HOOKS, AND 90-DEGREE HOOKS SHALL CONFORM TO THE REQUIREMENTSOF ACI 318.

9. PROVIDE 1/2" THICK JOINT FILLER MATERIAL WHERE SLABS-ON-GRADE ABUT VERTICAL SURFACES.

10. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY INPLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

11. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS, RECESSES AND OTHER EMBEDDED ITEMS UNLESSOTHERWISE INDICATED. REINFORCING SHALL NOT BE CUT TO FACILITATE PLACEMENT OF EMBEDDED ITEMS.

12. NO CONCRETE SHALL BE PLACED UNTIL THE OWNER OR THE OWNER’S DESIGNATED REPRESENTATIVE HASINSPECTED ALL EMBEDDED WORK, INCLUDING REINFORCING.

13. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED.

14. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS EFFECTIVELY COATED OR COVEREDTO PREVENT ALUMINUM-CONCRETE REACTION AND ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.

CONCRETE NOTES

1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICALREPORT PREPARED BY ECS MID-ATLANTIC, LLC DATED JUNE 6, 2014.

2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR ENGINEERED FILLCAPABLE OF SUPPORTING A NET ALLOWABLE DESIGN BEARING PRESSURE OF 3000 PSF.

3. PRIOR TO PLACING FOUNDATION CONCRETE, THE CONTRACTOR SHALL ENSURE THAT THE FOUNDATIONEXCAVATIONS ARE INSPECTED BY AN INDEPENDENT TESTING LABORATORY AND GEOTECHNICAL ENGINEERREGISTERED IN THE COMMONWEALTH OF VIRGINIA TO EVALUATE THE EXTENT OF LOOSE, SOFT OROTHERWISE UNSATISFACTORY SOIL MATERIAL AND TO VERIFY THE DESIGN BEARING CAPACITY. SOILS NOTSUITABLE FOR FOUNDATION SUPPORT SHALL BE UNDERCUT AND REPLACED WITH ENGINEERED FILL ASRECOMMENDED IN THE GEOTECHNICAL REPORT.

4. ADEQUATELY PROTECT FOUNDATION EXCAVATIONS TO PREVENT WATER FROM ACCUMULATING ANDSTANDING IN THE EXCAVATION BOTTOMS.

5. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES.

6. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES AND THICKNESSES INDICATED ONTHE FOUNDATION PLAN. EXCAVATION WIDTHS SHALL BE A MINIMUM OF 4 INCHES GREATER THAN DIMENSIONSINDICATED.

7. PLACE FOUNDATION CONCRETE THE SAME DAY EXCAVATIONS ARE MADE OR AS SOON AS PRACTICALTHEREAFTER.

8. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENTUNDERGROUND UTILITIES AND STRUCTURES.

9. FOOTINGS SHALL BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES. STEP CONTINUOUS FOOTINGSDOWN AS SHOWN IN THE “TYPICAL STEPPED FOOTING” DETAIL ON SHEET SB501.

FOUNDATION NOTES

NOTES:1. STRENGTH DESIGN BASED ON 50-YEAR MEAN RECURRENCE INTERVAL

2. DEFLECTION (SERVICEABILITY) DESIGN BASED ON 10-YEAR MEANRECURRENCE INTERVAL

3. DEFLECTION CRITERIA FOR COLD FORMED STEEL STUDS IS H/600(SIMPLY SUPPORTED) AND H/300 (CANTILEVERED).

E. SEISMIC LOADS:

OCCUPANCY CATEGORY IISEISMIC IMPORTANCE FACTOR, Iₑ 1.0SPECTRAL RESPONSE ACCELERATION, S 0.265gSPECTRAL RESPONSE ACCELERATION, S 0.066gSPECTRAL RESPONSE COEFFICIENT, S 0.212gSPECTRAL RESPONSE COEFFICIENT, S 0.075gSITE CLASS CSEISMIC DESIGN CATEGORY BBASIC SEISMIC-FORCE-RESISTING SYSTEM INTERMEDIATE PRECAST SHEAR WALLSRESPONSE MODIFICATION FACTOR, R 4DESIGN BASE SHEAR, V=CsW 0.053WANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

DESIGN NOTES (CONTINUED)

1. DESIGN RESPONSIBILITY FOR THE FOLLOWING ENGINEERED SYSTEMS AND COMPONENTS IS DELEGATEDTO A QUALIFIED SPECIALTY STRUCTURAL ENGINEER SELECTED BY THE CONTRACTOR. THESE SYSTEMSAND COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO:

A. STRUCTURAL STEEL CONNECTIONS, INCLUDING BRACED FRAME CONNECTIONSB. COLD-FORMED STEEL FRAMING AND CONNECTIONSC. PRECAST CONCRETE STRUCTURAL MEMBERS

2. DELEGATED ENGINEERED SYSTEMS AND COMPONENTS SHALL SATISFY ASCE 7-05 LOAD COMBINATIONS.

3. COORDINATE WITH THE CONTRACT DOCUMENTS FOR PROFESSIONAL LICENSURE AND SEALINGREQUIREMENTS, DESIGN CRITERIA, DETAILS OF THE SYSTEM/COMPONENT INTERFACE WITH THE PRIMARYSTRUCTURE, SUBMITTAL REQUIREMENTS, AND CALCULATION REQUIREMENTS.

DELEGATED DESIGN NOTES

D. COMPONENTS AND CLADDING WIND PRESSURES:

30 PSF100 PSF125 PSF125 PSF

30 PSF0.91.11.0

21 PSF21 PSF

90 MPHII

1.00B

0.85±0.18

STRUCTURAL PRECAST CONCRETE NOTES1. ALL PRECAST CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN

CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318-08) AND THE DESIGNRECOMMENDATIONS OF THE PRECAST CONCRETE INSTITUTE MANUAL, "PCI DESIGN BOOK - PRECAST ANDPRESTRESSED CONCRETE," SIXTH EDITION.

2. THE PRECAST CONCRETE MANUFACTURER (PCM) SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL PRECASTCONCRETE ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS. DESIGN ALL ELEMENTS AND CONNECTIONS TORESIST THE VERTICAL AND HORIZONTAL LIVE, DEAD, WIND, AND SEISMIC LOADINGS INDICATED IN THE DESIGN NOTESON SHEET S-001.

3. IN ADDITION TO LIVE LOADS STATED ON S-001, DESIGN ALL PRECAST CONCRETE DOUBLE-TEES FOR THE FOLLOWINGLOADS:

A. DOUBLE-TEE SELF WEIGHTB. TOPPING SELF WEIGHTC. 10 PSF SUPERIMPOSED DEAD LOAD - APPLIED TO TOP OF DOUBLE TEED. 25 PSF SUPERIMPOSED DEAD LOAD - HUNG FROM DOUBLE-TEE RIBS

4. THE PCM SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL LATERAL LOAD RESISTANCE OF THE PRECAST CONCRETESTRUCTURAL SYSTEM. THE LATERAL LOAD RESISTING SYSTEMS FOR THE BUILDING SHALL BE AS FOLLOWS:

A. PRECAST CONCRETE WALL SHALL ACT AS SHEAR WALLS. THESE SHEAR WALLS WILL PROVIDE ALL OF THELATERAL LOAD RESISTANCE FOR THE BUILDING.

B. PRECAST CONCRETE DOUBLE-TEE AND/OR CONCRETE TOPPING SHALL ACT AS THE HORIZONTAL DIAPHRAGM.PROVIDE CHORD STEEL AND/OR CONNECTIVITY BETWEEN DOUBLE-TEES TO RESIST THE APPLIED LATERALLOADS.

5. PRECAST CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS (f'c):

A. ALL ELEMENTS 5000 PSI

6. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS SPECIFICALLY OTHERWISE NOTED.

7. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60.

8. PRESTRESSING STRAND SHALL BE UNCOATED, 7-WIRE, LOW-RELAXATION STRAND CONFORMING TOASTM A416/A416M, GRADE 270.

9. GALVANIZE ALL STEEL CONNECTION MATERIAL EXPOSED TO WEATHER.

10. DESIGN AND PROVIDE ALL EMBEDDED ITEMS SHOWN ON THE CONTRACT DOCUMENTS TO RESIST THE LOADSINDICATED. ALL LOADS INDICATED ARE SERVICE LOADS UNLESS OTHERWISE NOTED.

11. DESIGN ALL PRECAST CONCRETE TO MEET THE FIRE RATING REQUIREMENTS INDICATED IN THE CONTRACTDOCUMENTS.

12. COORDINATE ALL ARCHITECTURAL RECESSES, TEXTURES, OPENINGS, AND SIZES OF PRECAST CONCRETE ELEMENTSWITH THE ARCHITECTURAL DRAWINGS.

13. VERIFY AND COORDINATE THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS WITH THE DRAWINGS OF ALL OTHERDISCIPLINES INCLUDING, BUT NOT LIMITED TO, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL. PROVIDE ALLSLEEVES AND PENETRATIONS THROUGH THE PRECAST CONCRETE.

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S-001

LEGEND, NOTES,AND

ABBREVIATIONS

9


STRUCTURAL ABBREVIATIONS

SYMBOL DESCRIPTION

STRUCTURAL LEGEND

SYMBOL DESCRIPTION

S1

DSD1

APPLIED FORCE COORDINATESYSTEM FOR CONNECTIONS


AA

B

C

E

F

GG

24'-0

" 27'-1

0"60

'-0"

28'-2

"

1 3

2 4

4 5

96'-0"

97'-10" 84'-0" 52'-0"

4 5

1 2

3

3

3

(TYP, UON)

2 (TYP, UON)

4 5

1

1 1

1

1

1

1

2

WF3.0

WF3.0

WF3.5

WF3.5

WF3

.5

WF4.0

WF4.0

WF3.0

WF3

.0 WF3

.0W

F4.0

WF4

.0

WF3

.0 WF3

.0

WF3

.0

WF3.0

WF4.0

SJ (TYP)

SJ (TYP)

SJ (TYP)

SJ (TYP)

D

24'-0

"34

'-2"

33'-1

0"

15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 11'-2"

11'-7

"11

'-9"

16'-4

"16

'-4"

16'-4

"16

'-8"

11'-9

"11

'-7"

WF3.0

WF3

.0

WF3

.0

14'-4"

1

3 3

1

18'-10"

14'-0" 14'-0" 11'-7" 11'-7"

14'-7

"14

'-7"

14'-7

"14

'-7"

1

1

5

SECTION

WALL

'B' BARS'A' BARS

'D' BARS'C' BARS

W

T

'A' AND'C' BARS CONT

'B' AND'D' BARS

L(C

ONT)

PLAN AT WALL

WALL

WNOTE:FOOTINGS ARE CENTEREDBENEATH WALL UNLESSOTHERWISE NOTED.

PAVING ORFINISHED GRADE,SEE CIVIL DWGS

CONCRETESLAB-ON-GRADE

1/2" PJF

FOOTING, SEE SCHEDULEON THIS SHEET FORSIZE AND REINFORCING

[SEE PLAN]TOF

[SEE PLAN]TOC

NON-SHRINK GROUTAS REQUIRED

PRECAST CONCRETEWALL PANEL, SEE PLAN

CL WALL PANELAND FOOTING

RIGID INSULATION,SEE ARCH DWGSDETAIL 'A'

NOTES:1. PAINT STEEL BELOW GRADE

WITH TWO (2) COATS OF COALTAR EPOXY.

2. DETAIL SIMILAR AT INTERIORWALL.

GRID

3" CLR,TYP

EMBED PL- 1/2x8x1'-0" WITH(4) 3/4" DIA x8" LONG SHEARSTUDS WELDED TO UNDERSIDEOF PLATE. COORDINATELOCATION WITH PRECASTPANEL SHEAR CONNECTIONS.

L4x4x1/2 x0'-6". COORDINATELOCATION WITH PRECASTPANEL SHEAR CONNECTIONS.

PANEL SHEARCONNECTIONBY PCM

DETAIL 'A'



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SB101

FOUNDATIONPLAN

10


1/8" = 1' - 0"0 5' 10' 15' 30'

1/8" = 1'-0"1 FOUNDATION PLAN

GRAPHIC SCALE(S)

1. ALL ELEVATIONS REFERENCED FROM FINISHED FIRST FLOOR ELEVATION = [0'-0"].

2. TOP OF FOOTING ELEVATION SHALL BE [-2'-0"], UNLESS OTHERWISE NOTED.

3. SPREAD AND CONTINUOUS FOOTINGS ARE NOTED ON PLAN AS Fx AND CFx,RESPECTIVELY. SEE FOOTING SCHEDULE THIS SHEET FOR SIZE AND REINFORCING.

4. CENTER SPREAD FOOTINGS UNDER COLUMNS. CENTER CONTINUOUS FOOTINGSUNDER WALLS.

5. FOR TYPICAL FOUNDATION DETAILS, SEE SHEET SB501.

6. FOR ALL UTILITIES PASSING UNDER FOOTINGS WITH A CLEAR DISTANCE FROMBOTTOM OF FOOTING TO TOP OF UTILITY OF LESS THAN 1'-2", STEP FOOTING SOUTILITIES PASS OVER TOP OF FOOTING AS PER TYPICAL DETAIL ON SB501.

7. COORDINATE ALL FOOTING LOCATIONS WITH CIVIL, PLUMBING, AND ELECTRICALDRAWINGS. SEE SHEET SB501 FOR TYPICAL STEPPED FOOTING DETAIL.

8. SLAB ON GRADE SHALL BE 6" THICK REINFORCED WITH 6x6-W2.9xW2.9 WWFPLACED 1 1/2" BELOW TOP OF SLAB. PLACE SLAB ON CONTINUOUS BARRIERSYSTEM AS SHOWN IN DETAIL 1 ON SHEET H108, OVER 4" POROUS FILL.

PLAN NOTES1 SEE 'TYPICAL SLAB AT EXTERIOR OPENING' DETAIL ON SHEET SB5012 10" PRECAST CONCRETE SANDWICH PANEL3 8" SOLID PRECAST CONCRETE PANEL4 COORDINATE LOCATION AND EXTENT OF SLAB DEPRESSION FOR BULLET

TRAP SYSTEM WITH ACTUAL EQUIPMENT INSTALLED. SEE SHEET AE101 FORADDITIONAL INFORMATION.

5 SLAB DEPRESSION. SEE TYPICAL DETAIL ON SHEET SB501. COORDINATESIZE AND LOCATION WITH ARCHITECTURAL DRAWINGS.

KEY NOTES

NOT TO SCALETYPICAL WALL FOOTING REINFORCING DIAGRAM

MARKDIMENSIONS REINFORCING

NOTESW T 'A' BARS 'B' BARS 'C' BARS 'D' BARSWF3.0 3'-0" 1'-0" (4) #5 #5 AT 8" OC - -WF3.5 3'-6" 1'-4" (5) #5 #5 AT 8" OC - -WF4.0 4'-0" 1'-4" (5) #5 #5 AT 8" OC - -

WALL FOOTING SCHEDULE

NOT TO SCALETYPICAL FOUNDATION DETAIL AT EXTERIOR WALL (PCM MAY SUBMIT ALTERNATE)

#


WELDED WIRE FABRIC

SUPPORTS FORWELDED WIRE FABRICAT 3'-0" OC MAX EACH WAY


VAPOR RETARDERPOROUS FILL

T [SEE PLAN]TOC

SEE PLAN

11/2"

UON


SAWCUT JOINT, DEPTHEQUAL TO 1/4 OFSLAB THICKNESS

T

WELDED WIREFABRIC (TYP)

2" CLR ENDOF WWF

[SEE PLAN]TOC

SEE PLAN

11/2"

UON


2x4 CONT KEY

APPLY LIQUID CURINGCOMPOUND TO ENTIREFACE OF PREVIOUS POURTO PREVENT BONDING

WELDED WIREFABRIC (TYP)

PREVIOUS POUR NEW POUR


2"2"

6"

6"8" 6" 8"

2" ENDOF WWF


T [SEE PLAN]TOC

SEE PLAN

11/2"

UON

SEE ARCH DWGSFOR EXACTLOCATION

WELDED WIRE FABRIC


1/8" RADIUSTOOLED EDGE


SEE ARCH DWGSFOR DEPTH OFSLAB DEPRESSION

T

MIN1'-0"

11

T [SEE PLAN]TOC

SEE PLAN

11/2"

UON

#4 AT 12" OC, EACH WAY


FACE OF EQUIPMENT

EQUIPMENT PAD

3/4" CHAMFER (TYP)

[SEE PLAN]TOC

2"CL

R

6"

ROUGHEN SURFACETO 1/8" AMPLITUDEAND APPLYBONDING AGENT

PLAN AT INTERSECTIONPLAN AT CORNER

NOTES:

1. WHERE THREE BARSOCCUR, CENTER BARSHALL BE TREATEDAS AN INNER FACE BAR.

2. 'B' AND 'D' BARS NOTSHOWN FOR CLARITY.

3'-0"

3'-0"

SEE FOOTINGSCHEDULE ONSHEET S____ FORREINFORCING (TYP)

1'-6"1'-6"

TYP1'-6"

0" TYP

0"TY

P

BOTTOM REINFORCINGCONTINUOUSTHROUGH JOINT

TIE BAR EACH SIDE OFCONSTRUCTION JOINT

2"CL

RTO

P

(3) #5x4'-0" TOPCENTERED ON JOINT

SEE

PLAN

T

PREVIOUS POUR NEW POUR

T/3

T/3

T/3

4" 4"

PAVING ORFINISHED GRADE,SEE CIVIL DWGS


#4 AT 12" OC

1'-4"2" CLR

45°

SEE ARCH DWGSWALL OPENING

PLAN

#4 AT 12" OC

12" LAP MIN

#4 AT 24" OCWITH STD 90° HOOK


SECTION

FOOTING, SEE SCHEDULEON SHEET SB101 FORSIZE AND REINFORCING

0"

(1) #4 AT RE-ENTRANTCORNER, MIDDLE OFSLAB, EACH SIDE

(1) #5 CONT

[SEE PLAN]TOF

[SEE PLAN]TOC

EDGEOF SLAB

WALL PANEL (TYP)

(1) #5 CONT

3'-0" NTS

1'-6"

3/4" CLR

(2) #5 CONT

1/8" RADIUSTOOLED EDGE

PRECAST CONCRETEWALL PANEL BEYOND

FACE OF WALL PANELAND TURN-DOWN

11

(1) #5 x3'-0" BAR SHALLBE PLACED IN THE SLABWHERE CONTROL JOINTINTERSECTIONS DONOT OCCUR AT SLABRE-ENTRANT CORNERS

PLAN



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SB501

TYPICALFOUNDATION/SLAB

DETAILS

11


NOT TO SCALETYPICAL SLAB-ON-GRADE (SOG)

NOT TO SCALE

TYPICAL SLAB-ON-GRADESAWED (CONTRACTION) JOINT (SJ)

NOT TO SCALE

TYPICAL SLAB-ON-GRADECONSTRUCTION JOINT (CJ)

NOT TO SCALETYPICAL SLAB DEPRESSION (SD)

NOT TO SCALE

TYPICAL CONCRETESLAB-ON-GRADE EQUIPMENT PAD

NOT TO SCALETYPICAL CONTINUOUS FOOTING REINFORCING

NOT TO SCALE

TYPICAL CONCRETEFOOTING CONSTRUCTION JOINT

NOT TO SCALETYPICAL SLAB AT EXTERIOR OPENING

NOT TO SCALE

TYPICAL SLAB RE-ENTRANTCORNER REINFORCEMENT


AA

B

C

E

F

GG

1 3

2 4

4 5

24'-0

" 27'-1

0"60

'-0"

28'-2

"

96'-0"

97'-10" 84'-0" 52'-0"

D

1

1

1

1

24'-0

"34

'-2"

33'-1

0"

2

2

2

SLOP

EDN

SLOP

EDN

SLOP

EDN

SLOP

EDN

1

1

1

1

1

4

4

1

TYP12'-0"

76

2SF101

2SF101

3SF101

2SF101

2SF101

3SF101

3SF101

4SF101

4SF101

SIM

4SF101

SIM

3SF101

HIGH

2SF101

LOWSIM

3SF101

3SF101

1/4":

1'-0"

1/4":

1'-0"

SLOP

EDN

1/4":

1'-0"

SLOP

EDN

1/4":

1'-0"

1/4":

1'-0"

1/4":

1'-0"

1 3

1 3

1 3SLOPE DN

TYP

12'-0

"

3SF101

3SF101

2SF101

5 5

5

SIM

SIM

SIM

[SEE PLAN]TOW

[SEE PLAN]TOC

PRECAST CONCRETESANDWICH PANEL,SEE PLAN

NOTE:PCM TO PROVIDE LATERAL FORCERESISTING SYSTEM CONNECTIONSAS REQUIRED TO MEET PERFORMANCECRITERIA ON SHEET S-001.

CONTINUOUSBACKER ROD ANDSEALANT AT 1" JOINT

PRECAST CONCRETEDOUBLE-TEE, SEE PLAN

BEARING PAD

PRECAST CONCRETECORBEL

4" TOPPING SLAB WITH 6x6-W2.9x2.9WWF

ROOFING, SEE ARCH DWGS

CHORD STEEL AT PERIMETER ASREQUIRED FOR LATERAL DIAPHRAGMDESIGNED AND DETAILED BY PCM

GRID

SLOPE

[SEE PLAN]TOW

[VARIES]TOC

PRECAST CONCRETESANDWICH PANEL,SEE PLAN

CONTINUOUSBACKER ROD ANDSEALANT AT 1" JOINT

PRECAST CONCRETEDOUBLE-TEE, SEE PLAN

GRID




CHORD STEEL AT PERIMETER ASREQUIRED FOR LATERAL DIAPHRAGMDESIGNED AND DETAILED BY PCM [SEE PLAN]

TOW

[SEE PLAN]TOC

SOLID PRECASTCONCRETE PANEL,SEE PLAN


CONTINUOUSBACKER RODAND SEALANTAT 1" JOINT (TYP)

PRECAST CONCRETEDOUBLE-TEE, SEE PLAN (TYP)

BEARING PAD (TYP)

PRECAST CONCRETECORBEL (TYP)



GRID

SLOPESLOPE



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ROOF FRAMINGPLAN

12


1/8" = 1'-0"1 ROOF FRAMING PLAN

1/8" = 1' - 0"0 5' 10' 15' 30'

GRAPHIC SCALE(S)

1. ALL ELEVATIONS REFERENCED FROM FINISHED FIRST FLOOR ELEVATION = [0'-0"].

2. TOP OF PRECAST CONCRETE SANDWICH PANEL = [+X'-X"], UNLESS OTHERWISENOTED.

3. TOP OF CONCRETE SHOWN ON PLAN IS AT END OF PRECAST CONCRETEDOUBLE-TEES.

4. ROOF STRUCTURE IS 24" DEEP BY 12'-0" WIDE PRECAST, PRESTRESSEDCONCRETE DOUBLE-TEES WITH 4" CONCRETE TOPPING, EXCEPT WHEREOTHERWISE NOTE. PRECAST MANUFACTURER TO ADJUST LAYOUT ASNEEDED TO ACCOMODATE ATYPICAL WIDTHS.

PLAN NOTES KEY NOTES1 10" PRECAST CONCRETE SANDWICH PANEL2 8" SOLID PRECAST CONCRETE PANEL3 TOP OF WALL PANEL = [+X'-X"]4 TOP OF WALL PANEL = [+X'-X"]5 8" SOLID PRECAST CONCRETE PANEL. TOP OF WALL PANEL = [+X-X"].6 ROOF ACCESS HATCH. COORDINATE SIZE AND LOCATION WITH

ARCHITECTURAL DRAWINGS.7 MECHANICAL EQUIPMENT. COORDINATE SIZE, LOCATION AND REQUIRED

ROOF PENETRATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.WEIGHTS SHOWN ARE BASED ON GENERIC MODELS. NO WEIGHT IS PROVIDEDIF UNIT IS LESS THAN 100 LBS. IF WEIGHT OF EQUIPMENT PROVIDED EXCEEDSWEIGHT GIVEN BY MORE THAN 5%, INFORM ENGINEER SO AS TO DETERMINEIF ANY MODIFICATIONS TO THE STRUCTURE ARE REQUIRED.

3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION

3/4" = 1'-0"4 SECTION3/4" = 1' - 0"

0 1' 5'6" 2' 3' 4'


AND&

EXIST EXISTING

VINYL COMPOSITION TILEVCT

AFS

ADJ

AT

APPROX

AFF

BD

@

ALUMAPPROXIMATE

BOARD

ABOVE FINISH FLOORABOVE FINISH SLAB

ALUMINUM

ADJUSTABLE, ADJUST

CEILING

COL

CLG

DIA

CMU

CONC

DOWNDN

EQUIP

ELECELEV

EQUIPMENT

ELECTRICELEVATION

CONCRETE MASONRY UNIT

CONCRETE

DIAMETER

COLUMN

FLOORFOFLR

GWB

HC

GYPSUM WALL BOARD

HANDICAPPED

FACE OF

EQ EQUAL

CENTER LINE

HORIZ HORIZONTAL

TYPICALTYP

TOC TOP OF CONCRETE

WIDTH / WASHER

VERT

W

VERTICAL

UNLESS OTHERWISE NOTEDUON

HOLLOW METALHM

VIF VERIFY IN FIELD

CL

ALT ALTERNATE

APC ARCHITECTURAL PRECAST

ACT ACOUSTICAL CEILING TILE

BLDG BUILDINGBLKG BLOCKINGBRG BEARINGBUR BUILT-UP ROOFING

CORNER GUARDCGCONTROL JOINTCJCLEARCL

CONST CONSTRUCTIONCONT CONTINUOUSCPT CARPETCT CERAMIC TILED DEPTH / DRYERDBL DOUBLE

DIAG DIAGONALDIM DIMENSIONDISP DISPENSER

DOWNSPOUTDSDRAWINGDWGEACHEAEXPANSION JOINTEJ

EDGE OF SLABEOSEPS EXPANDED POLYSTYRENE

EXP EXPANSION / EXPOSEDEXT EXTERIORFD FLOOR DRAINFEB FIRE EXTINGUISHER BRACKETFEC FIRE EXTINGUISHER CABINET

FGL FIBERGLASSFF FINISH FLOOR

FIN FINISH

FRT FIRE RETARDANT TREATEDGA GAUGEGALV GALVANIZEDGFRG GLASS FIBER REINFORCED

GL GLASS

GYP GYPSUM

HDW HARDWAREHDWD HARDWOOD

HT HEIGHTHVAC HEATING, VENTILATION, & AIR

CONDITIONINGID INSIDE DIAMETERINSUL INSULATIONINT INTERIORJT JOINTKO KNOCK OUTL LENGTH / LONGMATL MATERIAL

SUSPENDEDSUSP

THR THRESHOLD

TOW TOP OF WALLTP TOILET PARTITION

TOP & BOTTOMT & B

VINYL BASEVB

VTR VENT THRU ROOF

CONCRETE

GYPSUM

WITHW/WITHOUTW/OWALLCOVERINGWCWOODWDWINDOWWDWWINDOW OPENINGWOWORK POINTWPWEIGHTWTEXTRUDED POLYSTYRENEXPS

METALMTLNIC

MISC

OC

MISCELLANEOUS

ON CENTER

NOT IN CONTRACT

ROOM

SIMILAR

R

RM

REF

SIM

RO

SS

RADIUS

STAINLESS STEEL

ROUGH OPENING

REFRIGERATOR

MAX MAXIMUMMECH MECHANICALMFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENINGMTG MOUNTING

NO NUMBERNOM NOMINALNTS NOT TO SCALE

OD OUTSIDE DIAMETEROFCI OWNER FURNISHED

OFOI OWNER FURNISHED

OH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEORD OVERFLOW ROOF DRAINPL PLATEPLAM PLASTIC LAMINATEPLYWD PLYWOODPR PAIRPTD PAINTED

RD ROOF DRAIN

REINF REINFORCINGREQ'D REQUIRED

RWL RAIN WATER LEADERSAFB SOUND ATTENUATING FIRE

SF SQUARE FEET

SQUARESQ

STRUCTURALSTRUCTSTD STANDARDSTL STEEL

BLANKETS

CONTRACTOR INSTALLED

OWNER INSTALLED

EWC ELECTRIC WATER COOLER

GYPSUM WALLBOARD / PLASTER / GROUT /SPRAY FOAM INSULATION / SPRAY FIREPROOFING

CONCRETE

INTERRUPTED WOOD BLOCKING

BRICK

CONCRETE MASONRY UNIT (CMU)

ACOUSTICAL TILE / CERAMIC TILE

BATT / LOOSE / BLANKET INSULATION

CONTINUOUS WOOD BLOCKING / FRAMING

PLYWOOD / MDF

FINISHED WOOD

CARPET

RIGID INSULATION

EARTH

POROUS FILL

MINERAL WOOL INSULATION

A1AE201

A1

AE201

A3

A2A4

1

101

NEW WORK NOTE

PARTITION / WALL TYPE

DETAIL / PLAN NUMBER

SHEET WHERE SHOWN

ELEVATION NUMBER

SHEET WHERE SHOWN

TRUE NORTH INDICATORPLAN NORTH INDICATOR

XX.X

A

1

1

DEMOLITION NOTE

WINDOW DESIGNATION

L1

LOUVER DESIGNATION

COLUMN GRID LINE ELEVATION DATUM+12'-0"FIRST FLOOR

ROOM DESIGNATION SPECIALTY ITEM DESIGNATION

SPACE NAME

DIRECTION OF SLOPE ROOF SLOPE

FLOOR DRAIN MATCH LINE

FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER BRACKET

126

FD

DETAIL, SECTION,ELEVATION TITLE

NAMESCALE:A1

DETAIL / ENLARGED PLAN

PLAN TITLEAND NORTH ARROWNAME

SCALE:

INTERIOR ELEVATION

EXTERIOR ELEVATION

ELEVATION NUMBER

SHEET WHERE SHOWN

BUILDING SECTION

SECTION NUMBER

SHEET WHERE SHOWN

DETAIL / WALL SECTION

SECTION NUMBER

SHEET WHERE SHOWN

DOOR NUMBER120

ACCESSIBLE BEDROOMS -COMMUNICATION FEATURES

ACCESSIBLE BEDROOMS - MOBILITYFEATURES

W1

AE301A1

AE301A1

AE301A1

A1AE101

BUILDING

FEC FEB

8. PROVIDE WOOD OR METAL BLOCKING BEHIND GYPSUM BOARD AT THEFOLLOWING LOCATIONS:

A) ALL WALL-MOUNTED OR CEILING-MOUNTED DOOR STOPS, DOOR HOLD-OPEN DEVICES, AND OTHER HARDWARE.

B) ALL WALL-MOUNTED TOILET ACCESSORIES. AT GRAB BARS, PROVIDE BLOCKINGCAPABLE OF RESISTING A MINIMUM LOAD OF 250 POUNDS APPLIED VERTICALLYOR HORIZONTALLY AT ANY POINT ON THE GRAB BAR.

C) ALL WALL-MOUNTED PLUMBING FIXTURES, INCLUDING BUT NOT LIMITEDTO LAVATORIES, SINKS, URINALS, WATER CLOSETS, AND WATER COOLERS.PROVIDE BLOCKING CAPABLE OF RESISTING A MINIMUM LOAD OF 400 POUNDSAPPLIED VERTICALLY AT ANY POINT ON THE PLUMBING FIXTURE.

D) ALL WALL-MOUNTED CABINETRY, SHELVING, AND SIMILAR ITEMS.

9. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS OR SIZES OF BUILDINGELEMENTS.

10. VERIFY ALL DIMENSIONS. BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTIONOF THE ARCHITECT.

11. ALL MATERIALS USED IN THE PROJECT SHALL BE NEW AND PROVIDED BY THECONTRACTOR UNLESS SPECIFICALLY INDICATED OTHERWISE.

12. NOTIFY ARCHITECT OF ALL DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONSAND/OR EXISTING CONDITIONS.

ALL ABBREVIATIONS, SYMBOLS, AND LEGEND GRAPHICS MAY NOT BE USED ONTHIS PROJECT

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OFMASONRY, FACE OF EXISTING WALL, AND TO CENTER LINE OF COLUMNS.

2. ALL NOTES, DETAILS, AND FEATURES DRAWN AS APPLICABLE FOR ONECONDITION ARE APPLICABLE TO SIMILAR CONDITIONS, WHETHER OR NOTSPECIFICALLY INDICATED.

3. LOCATE ALL INTERIOR DOOR FRAMES A DISTANCE OF 4" (FOUR) INCHES FROMTHE THROAT RETURN TO THE CLOSEST ADJACENT PERPENDICULARPARTITION, UNLESS OTHERWISE NOTED.

4. ALL ELEVATIONS ARE MEASURED FROM THE REFERENCE ELEVATION +0'-0",WHICH IS THE TOP OF THE FIRST FLOOR SLAB, UNLESS OTHERWISE NOTED.

5. ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS ANDSECTIONS SHALL BE CONTINUOUS, UNLESS OTHERWISE NOTED.

6. USE FIRE-RETARDANT TREATED WOOD PRODUCTS FOR ALL CONCEALEDWOOD BLOCKING UNLESS OTHERWISE NOTED.

7. USE PRESERVATIVE-TREATED WOOD PRODUCTS FOR ALL WOOD BLOCKING INCONTACT WITH EXTERIOR MASONRY OR CONCRETE WALLS, AND FOR ALLWOOD BLOCKING IN CONTACT WITH CONCRETE SLABS ON GRADE.

ONE HOUR FIRE RATING

TWO HOUR FIRE RATING

2' X 2' ACOUSTICAL TILE LAY-IN CEILING

GWB CEILING / SOFFIT

WOOD CEILING

METAL PANEL CEILING / SOFFIT

4' X 4' ACOUSTICAL TILE LAY-IN CEILING

OSS

H P

10'-0"

EXP

MECHANICAL EQUIPMENT LIGHT FIXTURES

EXIT LIGHTS STROBE LIGHT

SPEAKERS OCCUPANCY SENSOR

CARBON MONOXIDE SENSOR HEAT / PHOTO SENSOR

SMOKE DETECTOR CEILING HEIGHT

EXPOSED CEILING SPRINKLER HEAD

CEILING MOUNTED PROJECTOR CEILING MOUNTED RECEPTACLE

CO



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A-001

ARCHITECTURALLEGENDS AND

NOTES

13


ARCHITECTURAL GENERAL NOTESMATERIALS LEGENDARCHITECTURAL SYMBOLOGYARCHITECTURAL ABBREVIATIONS

RATED PARTITION LEGEND

REFLECTED CLG PLAN LEGEND


AE201A4

1AE301

2AE301

8 LANERANGE

2

1

3

4

5

6

7

8

MECHANICAL

97' - 10" 84' - 0" 52' - 0"

RUBBERBULLETTRAP

SIDEWALL BULLET TRAP

SIDEWALL BULLET TRAP

2

1

3

4

5

6

7

8

RUBBERBULLETTRAP

24'-

0"68

'-0"

24'-

0"

8 LANERANGE

MECHANICAL

DECONTAMINATION

DECONTAMINATION

ELECTRICAL

AE2012

AE2011

AE2013

SIMULATOR

CORR

IDOR

CLASSROOM

AGENCYSTORAGE

JAN

IT

COMMONSTORAGE

WEAPONSCLEANING

WOMEN

MEN

CLASSROOMSTORAGE

VESTIBULE

WEAPONS CLEARINGSTATIONS

JAN

AGENCYSTORAGE

AGENCYSTORAGE

COMMONSTORAGE

ARMORER

85' - 10" 96' - 0" 52' - 0"

28'-

2"60

'-0"

27'-

10"

5' - 1"

ø 5'-0"

ø 5'-0"

19'-7" X 12'-7"

23'-6" X 34'-10"

10'-8" X 9'-7"10'-3" X 9'-7"10'-6" X 8'-6"

10'-6" X 13'-8"

10'-6" X 8'-6"

10'-6" X 8'-0"

10'-6" X 4'-7"

21'-2" X 13'-1"

7'-5" X 17'-2"

7'-5" X 4'-7"

13'-2" X 7'-7"

3'-6" X 4'-7"

15'-2" X 23'-2"

15' - 2" 79' - 2"

180'-2" X 33'-0"

180'-2" X 32'-8"

DOOR TO SEVICE/INSPECTIONAREA UNDER BULLET TRAP

DOOR TO SEVICE/INSPECTIONAREA UNDER BULLET TRAP

CHAINLINK FENCE

LADDER TO ROOF HATCH ABOVE

RANGE AIR HANDLING UNIT

RANGE AIR HANDLING UNIT

RANGE CONTROLCOMPUTER

RANGE CONTROLCOMPUTER

STAINLESS STEELCOUNTERTOPS

WASTECONTAINERS

DOOR TO BEPROVIDED W/ALARMED EXITDEVICE

DOOR TO BEPROVIDED W/ALARMED EXITDEVICE

25 YD15 YD7 YD3 YD0 1.5 YD 50 YD

8'-4

"

18' - 10" 14' - 4"

12' - 0" 40' - 0"

2'-6

"2'

-2"

79'-2" X 23'-2"

82'-4" X 23'-2"

AE2014

FEC

FEC

EWC

FEB

FEB

LADDER TO ROOFHATCH ABOVE

LADDER TO ROOFHATCH ABOVE



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AE101

FIRST FLOORPLAN

14


1/8" = 1'-0"1FIRST FLOOR PLAN

1/8" = 1' - 0"0 5' 10' 15' 30'


1AE301

2AE301

SLOP

E=1/4

"PER

1'SL

OPE=

1/4"P

ER1'

SLOP

E=5"

PER

1'

DS DS

DS

DS

DS DS

DS

DS

DS

DS

MEMBRANE ROOFING OVER RIGIDINSULATION OVER CONCRETE TOPPING`ON PRECAST DOUBLE TEES, TYPICAL.

TAPERED RIGID INSULATION CRICKET,TYPICAL.

2'-6" X 3'-0" ROOF HATCH

SLOP

E=5"

PER

1'

DS

DS DS

ARCHITECTURAL STANDING-SEAM METALROOFING

DS





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AE103

ROOF PLAN

15


1/8" = 1'-0"1ROOF PLAN

1/8" = 1' - 0"0 5' 10' 15' 30'


FIRST FLOOR0'-0"

ALUMINUMENTRANCE

PREFABRICATED METALROOF EDGING, TYPICAL

INSULATED PRECAST CONCRETEWALL PANELS, COLOR #2


DOWNSPOUT ANDEMERGENCY SCUPPER,

TYPICAL

ALUMINUM LOUVER,TYPICAL

TOP OF WALL PANEL24'-6"



OVERHEAD COILINGDOOR, TYPICAL

BLANK HOLLOWMETAL PANEL

HOLLOW METALDOOR AND FRAME




FIRST FLOOR0'-0"

512ROOF

SLOPE

DOWNSPOUT

ALUMINUM GUTTER






ARCHITECTURAL STANDINGSEAM METAL ROOFING

FIRST FLOOR0'-0"


ARCHITECTURAL STANDING-SEAM METAL ROOFING


OVERHEAD COILINGDOOR, TYPICAL



HOLLOWMETAL DOOR& FRAME


DOWNSPOUT ANDEMERGENCY SCUPPER,TYPICAL


ALUMINUM LOUVER, TYPICAL

METAL TRIM

ALUMINUM ENTRANCEAND WINDOWS


BLANK HOLLOWMETAL PANEL

HOLLOW METALDOOR AND FRAME



FIRST FLOOR0'-0"




INSULATED PRECAST CONCRETE WALL PANELS,COLOR #1



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ELEVATIONS

16


1/8" = 1'-0"1West

1/8" = 1'-0"2South

1/8" = 1'-0"3East

1/8" = 1' - 0"0 5' 10' 15' 30'

1/8" = 1'-0"4North


T ectonic Cop yright 2007T ectonic Cop yright 2007

FIRST FLOOR0'-0"

2AE301

25 YD15 YD7 YD3 YD0 1.5 YD 50 YD

RUBBER BULLET TRAP

RUNNING MANTROLLY AND TARGET

BALLISTIC CEILINGBAFFLES W/ 1" SOUNDABSORBING UNITS

10'-

0" 8 LANERANGE

INTERMEDIATE CEILING FRAMING: 2" X-STRONG STEEL PIPESPACED 4'-0" OC MAX, CONNECTED TO CONTINUOUS UNISTRUTCHANNELS EMBEDDED IN BOTTOM OF PRECAST DOUBLE TEEWEBS.

180 DEGREE TURNINGTARGETRY SYSTEM

6" CONCRETE FLOOR SLAB

SUSPENSION CABLES, TYP

6" CONCRETE FLOOR SLAB

SLOPED 2X2 ACOUSTICALPANEL CEILING BEHIND 50-YDFIRING LINE



1AE301

MECHANICAL

8 LANERANGE8 LANE

RANGEMECHANICAL

MEMBRANE ROOFING OVERRIGID INSULATION OVERCONCRETE TOPPING ON

PRECAST CONCRETEDOUBLE TEES, TYPICAL

10" THICK INSULATEDPRECAST CONCRETE

WALL PANELS

SUSPENSION CABLES,TYPICAL TOP OF WALL

PANEL

10'-

0"

9'-0

"

24'-

6"

BULLET TRAP BEYOND



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BUILDINGSECTIONS

17


1/8" = 1'-0"1LONGITUDINAL SECTION

1/8" = 1'-0"2TRANSVERSE SECTION

1/8" = 1' - 0"0 5' 10' 15' 30'


regional firearms training center · 2014-07-29 · occupant load will be posted at range...

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