regional firearms training center · 2014-07-29 · occupant load will be posted at range...
TRANSCRIPT
ROANOKE, VA 24011213 SOUTH JEFFERSON
540·982·0800 FAX 540·982·1183WWW.CLARKNEXSEN.COM
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53646/25/2014DZKDZKJCS
GI001
TITLE SHEET
1
SCHEMATICDESIGN SUBMITTAL
N
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
N
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
1-HOUR FIRE PARTITION
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)
ROANOKE, VA 24011213 SOUTH JEFFERSON
540·982·0800 FAX 540·982·1183WWW.CLARKNEXSEN.COM
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53646/25/2014JCSSEAJCS
GI002
LIFE SAFETYPLAN
2
SCHEMATICDESIGN SUBMITTAL
1/8" = 1'-0"1FIRST FLOOR LIFE SAFETY PLAN
1/8" = 1' - 0"0 5' 10' 15' 30'
No. Date Description
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.
ROANOKE, VA 24011213 SOUTH JEFFERSON
540·982·0800 FAX 540·982·1183WWW.CLARKNEXSEN.COM
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SCHEMATICDESIGN SUBMITTAL
GYPSUM BOARD FIRE PARTITION
No. Date Description
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.
ROANOKE, VA 24011213 SOUTH JEFFERSON
540·982·0800 FAX 540·982·1183WWW.CLARKNEXSEN.COM
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FIRE RATEDASSEMBLIES
4
SCHEMATICDESIGN SUBMITTAL
GYPSUM BOARD WALL THROUGH - PENETRATION
No. Date Description
CONCRETE WALL THROUGH-PENETRATION
CONCRETE WALL JOINT
ROANOKE, VA 24011
213 SOUTH JEFFERSON
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No. Date Description
3040 Avemore Square Pl.Charlottesville, VA 22911Phone: 434.984.2700
ASSOCIATES
ENGINEERSSURVEYORS
PLANNERS
PO Box 4119Lynchburg, VA 24502Phone: 434.316.6080
www.wwassociates.net
COVER
SHEET
5
CG001
REGIONAL FIREARMS TRAINING CENTER
PREAPPLICATION PLAN
SITE DATA
LOCATION MAP
SITE DATA (CONTINUED)
PROJECT
SITE
SCALE: 1"=2000'
ROANOKE, VA 24011
213 SOUTH JEFFERSON
540·982·0800 FAX 540·982·1183
WWW.CLARKNEXSEN.COM
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No. Date Description
3040 Avemore Square Pl.Charlottesville, VA 22911Phone: 434.984.2700
ASSOCIATES
ENGINEERSSURVEYORS
PLANNERS
PO Box 4119Lynchburg, VA 24502Phone: 434.316.6080
www.wwassociates.net
OVERALL
PLAN
6
C-101
ROANOKE, VA 24011
213 SOUTH JEFFERSON
540·982·0800 FAX 540·982·1183
WWW.CLARKNEXSEN.COM
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SCHEMATIC
DESIGN SUBMITTAL
No. Date Description
3040 Avemore Square Pl.Charlottesville, VA 22911Phone: 434.984.2700
ASSOCIATES
ENGINEERSSURVEYORS
PLANNERS
PO Box 4119Lynchburg, VA 24502Phone: 434.316.6080
www.wwassociates.net
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
No. Date Description
3040 Avemore Square Pl.Charlottesville, VA 22911Phone: 434.984.2700
ASSOCIATES
ENGINEERSSURVEYORS
PLANNERS
PO Box 4119Lynchburg, VA 24502Phone: 434.316.6080
www.wwassociates.net
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.
Y
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ROANOKE, VA 24011213 SOUTH JEFFERSON
540·982·0800 FAX 540·982·1183WWW.CLARKNEXSEN.COM
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S-001
LEGEND, NOTES,AND
ABBREVIATIONS
9
SCHEMATICDESIGN SUBMITTAL
STRUCTURAL ABBREVIATIONS
SYMBOL DESCRIPTION
STRUCTURAL LEGEND
SYMBOL DESCRIPTION
S1
DSD1
APPLIED FORCE COORDINATESYSTEM FOR CONNECTIONS
No. Date Description
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'
ROANOKE, VA 24011213 SOUTH JEFFERSON
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SB101
FOUNDATIONPLAN
10
SCHEMATICDESIGN SUBMITTAL
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)
#
No. Date Description
WELDED WIRE FABRIC
SUPPORTS FORWELDED WIRE FABRICAT 3'-0" OC MAX EACH WAY
CONCRETESLAB-ON-GRADE
VAPOR RETARDERPOROUS FILL
T [SEE PLAN]TOC
SEE PLAN
11/2"
UON
CONCRETESLAB-ON-GRADE
SAWCUT JOINT, DEPTHEQUAL TO 1/4 OFSLAB THICKNESS
T
WELDED WIREFABRIC (TYP)
2" CLR ENDOF WWF
[SEE PLAN]TOC
SEE PLAN
11/2"
UON
VAPOR RETARDERPOROUS FILL
2x4 CONT KEY
APPLY LIQUID CURINGCOMPOUND TO ENTIREFACE OF PREVIOUS POURTO PREVENT BONDING
WELDED WIREFABRIC (TYP)
PREVIOUS POUR NEW POUR
CONCRETESLAB-ON-GRADE
2"2"
6"
6"8" 6" 8"
2" ENDOF WWF
VAPOR RETARDERPOROUS FILL
T [SEE PLAN]TOC
SEE PLAN
11/2"
UON
SEE ARCH DWGSFOR EXACTLOCATION
WELDED WIRE FABRIC
VAPOR RETARDERPOROUS FILL
1/8" RADIUSTOOLED EDGE
CONCRETESLAB-ON-GRADE
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
CONCRETESLAB-ON-GRADE
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
CONCRETESLAB-ON-GRADE
#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
CONCRETESLAB-ON-GRADE
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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TYPICALFOUNDATION/SLAB
DETAILS
11
SCHEMATICDESIGN SUBMITTAL
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
No. Date Description
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
NOTE:PCM TO PROVIDE LATERAL FORCERESISTING SYSTEM CONNECTIONSAS REQUIRED TO MEET PERFORMANCECRITERIA ON SHEET S-001.
4" TOPPING SLAB WITH 6x6-W2.9x2.9WWF
ROOFING, SEE ARCH DWGS
CHORD STEEL AT PERIMETER ASREQUIRED FOR LATERAL DIAPHRAGMDESIGNED AND DETAILED BY PCM [SEE PLAN]
TOW
[SEE PLAN]TOC
SOLID PRECASTCONCRETE PANEL,SEE PLAN
NOTE:PCM TO PROVIDE LATERAL FORCERESISTING SYSTEM CONNECTIONSAS REQUIRED TO MEET PERFORMANCECRITERIA ON SHEET S-001.
CONTINUOUSBACKER RODAND SEALANTAT 1" JOINT (TYP)
PRECAST CONCRETEDOUBLE-TEE, SEE PLAN (TYP)
BEARING PAD (TYP)
PRECAST CONCRETECORBEL (TYP)
4" TOPPING SLAB WITH 6x6-W2.9x2.9WWF
ROOFING, SEE ARCH DWGS
GRID
SLOPESLOPE
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ROOF FRAMINGPLAN
12
SCHEMATICDESIGN SUBMITTAL
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'
No. Date Description
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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ARCHITECTURALLEGENDS AND
NOTES
13
SCHEMATICDESIGN SUBMITTAL
ARCHITECTURAL GENERAL NOTESMATERIALS LEGENDARCHITECTURAL SYMBOLOGYARCHITECTURAL ABBREVIATIONS
RATED PARTITION LEGEND
REFLECTED CLG PLAN LEGEND
No. Date Description
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
SCHEMATICDESIGN SUBMITTAL
1/8" = 1'-0"1FIRST FLOOR PLAN
1/8" = 1' - 0"0 5' 10' 15' 30'
No. Date Description
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
2'-6" X 3'-0" ROOF HATCH
2'-6" X 3'-0" ROOF HATCH
ROANOKE, VA 24011213 SOUTH JEFFERSON
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AE103
ROOF PLAN
15
SCHEMATICDESIGN SUBMITTAL
1/8" = 1'-0"1ROOF PLAN
1/8" = 1' - 0"0 5' 10' 15' 30'
No. Date Description
FIRST FLOOR0'-0"
ALUMINUMENTRANCE
PREFABRICATED METALROOF EDGING, TYPICAL
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #2
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #1
DOWNSPOUT ANDEMERGENCY SCUPPER,
TYPICAL
ALUMINUM LOUVER,TYPICAL
TOP OF WALL PANEL24'-6"
ALUMINUM LOUVER,TYPICAL
ALUMINUM LOUVER,TYPICAL
OVERHEAD COILINGDOOR, TYPICAL
BLANK HOLLOWMETAL PANEL
HOLLOW METALDOOR AND FRAME
TOP OF WALL PANEL14'-6"
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #2
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #1
FIRST FLOOR0'-0"
512ROOF
SLOPE
DOWNSPOUT
ALUMINUM GUTTER
TOP OF WALL PANEL24'-6"
TOP OF WALL PANEL14'-6"
PREFABRICATED METALROOF EDGING, TYPICAL
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #2
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #1
ARCHITECTURAL STANDINGSEAM METAL ROOFING
FIRST FLOOR0'-0"
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #1
ARCHITECTURAL STANDING-SEAM METAL ROOFING
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #2
OVERHEAD COILINGDOOR, TYPICAL
PREFABRICATED METALROOF EDGING, TYPICAL
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #2
HOLLOWMETAL DOOR& FRAME
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #1
DOWNSPOUT ANDEMERGENCY SCUPPER,TYPICAL
ALUMINUM LOUVER,TYPICAL
ALUMINUM LOUVER, TYPICAL
METAL TRIM
ALUMINUM ENTRANCEAND WINDOWS
TOP OF WALL PANEL24'-6"
BLANK HOLLOWMETAL PANEL
HOLLOW METALDOOR AND FRAME
ALUMINUM LOUVER,TYPICAL
TOP OF WALL PANEL14'-6"
FIRST FLOOR0'-0"
TOP OF WALL PANEL24'-6"
PREFABRICATED METALROOF EDGING, TYPICAL
INSULATED PRECAST CONCRETEWALL PANELS, COLOR #2
INSULATED PRECAST CONCRETE WALL PANELS,COLOR #1
ROANOKE, VA 24011213 SOUTH JEFFERSON
540·982·0800 FAX 540·982·1183WWW.CLARKNEXSEN.COM
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ELEVATIONS
16
SCHEMATICDESIGN SUBMITTAL
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
No. Date Description
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
TOP OF WALL PANEL24'-6"
TOP OF WALL PANEL14'-6"
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
ROANOKE, VA 24011213 SOUTH JEFFERSON
540·982·0800 FAX 540·982·1183WWW.CLARKNEXSEN.COM
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AE301
BUILDINGSECTIONS
17
SCHEMATICDESIGN SUBMITTAL
1/8" = 1'-0"1LONGITUDINAL SECTION
1/8" = 1'-0"2TRANSVERSE SECTION
1/8" = 1' - 0"0 5' 10' 15' 30'
No. Date Description