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03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
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NR
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.
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SEMINOLE MASONRY
WAREHOUSE BUILDING
3850 E LAKE MARY BLVD.
SANFORD, FL 32773
CODE DATA
INTERIOR FINISH
CLASSIFICATION
(TABLE 803.9):
B (GROUP S AREA) & A (GROUP B AREA)
C (GROUP S AREA) & B (GROUP B AREA)
C (GROUP S & GROUP B)
A.B.
Abv.
A/C
Adj.
A.F.F.
A.H.U.
ALT.
B.C.
B.F.
Bk Sh
Bm.
BOT.
B.P.
Brg.
Cir.
Clg.
Col.
Comp.
C.T.
D
Dec.
Ded.
Dbl.
Dia.
Disp.
Dist.
D.S.
D.V.
D.W.
Ea.
E.W.
Elec.
Elev.
Ext.
Exp.
Anchor Bolt
Above
Air-Conditioner
Adjustable
Above Finished Floor
Air Handler Unit
Alternate
Base Cabinet
Bifold Door
Book Shelf
Beam
Bottom
Bypass door
Bearing
Circle
Ceiling
Column
A/C Compressor
Ceramic Tile
Dryer
Decorative
Dedicated Outlet
Double
Diameter
Disposal
Distance
Drawer Stack
Dryer Vent
Dishwasher
Each
Each Way
Electrical
Elevation
Exterior
Expansion
F.B.C.R.
F.F.
F.G.
Flr.
Fnd.
Flr. Sys.
F/P
Ft.
Ftg.
FX
Galv.
G.C.
G.F.I.
G.T.
Hdr.
Hgt.
HB
Int.
K/Wall
K.S.
Laun.
Lav.
L.F.
L.T.
Mas.
Max
M.C.
Mfgr.
Micro.
Min.
M.L.
Mir.
Mono
N.T.S.
Florida Bldg. Code Resid.
Finished Floor
Fixed Glass
Floor
Foundation
Floor System
Fireplace
Foot / Feet
Footing
Fixed
Galvanized
General Contractor
Ground Fault Interrupter
Girder Truss
Header
Height
Hose Bibb
Interior
Kneewall
Knee Space
Laundry
Lavatory
Linear Ft.
Laundry Tub
Masonry
Maximum
Medicine Cabinet
Manufacturer
Microwave
Minimum
Microlam
Mirror
Monolithic
Not to Scale
Opn'g.
Opt.
Pc.
Ped.
P.L.
PLF
Plt. Ht.
Plt Sh.
PSF
P.T.
Pwd.
Rad.
Ref.
Req'd.
Rm.
Rnd.
R & SH
SD.
S.F.
Sh.
SHT
S.L.
S.P.F.
Sq.
S.Y.P.
Temp.
Thik'n.
T.O.B.
T.O.M.
T.O.P.
Trans.
Typ.
UCL
U.N.O.
VB
Vert.
V.L.
VTR
W
w/
W.C.
W.A.
Wd.
WP
Opening
Optional
Piece
Pedestal
Parallam
Pounds per linear foot
Plate Height
Plant Shelf
Pounds per square foot
Pressure Treated
Powder Room
Radius
Refrigerator
Required
Room
Round
Rod and Shelf
Smoke Detector
Square Ft.
Shelves
Sheet
Side Lights
Spruce Pine Fir
Square
Southern Yellow Pine
Tempered
Thicken
Top of Block
Top of Masonry
Top of Plate
Transom Window
Typical
Under Cabinet Lighting
Unless Noted Otherwise
Vanity Base
Vertical
Versalam
Vent through Roof
Washer
With
Water Closet
Wedge Anchor
Wood
Water Proof
ABBREVIATIONS
VPVapor Protected
INDEX OF DRAWINGS
B.F.F. Below Finished Floor
F.B.C. Florida Bldg. Code
NO.DESCRIPTION
FLORIDA BUILDING CODE 2010
NFPA-1 (UNIFORM FIRE CODE), 2012 EDITION
NFPA-70 (NEC), 2011 EDITION
NFPA-101 (LIFE SAFETY CODE), 2012 EDITION
FBC 2010 - PLUMBING
FBC 2010 - ELECTRICAL
FBC 2010 - MECHANICAL
FBC 2010 - ACCESSIBILITY
PROJECT: SEMINOLE MASONRY, WAREHOUSE BUILDING
ADDRESS:
NEW ONE STORY WAREHOUSE (CONTAINING CEMENT
BAGS, METALS ON WOODED PALLETS AND SIMILAR
ORDINARY LOW-HAZARD ITEMS PER NFPA) WITH
OFFICE SPACE
SCOPE:
BUILDING DATA:
SEE ALSO LIFE SAFTEY PLAN SHEET 04
FIRE SPRINKLERS:
FIRE ALARM SYSTEM:
EMERGENCY LIGHTING & EXIT SIGNS
LIFE SAFETY:
NO
NO
YES
TRAVEL DISTANCE TO EXIT
MAX. ALLOWED/ LONGEST ACTUAL:
TRAVEL
DISTANCES
(TABLE 1016.1):
ALLOWED/ACTUAL
300 FEET (UNSPRINKLERED)/ 165 FEET
MAX. COMMON PATH OF TRAVEL
MAX. ALLOWED/ LONGEST ACTUAL:
COMMON PATH
OF TRAVEL
(1014.3):
ALLOWED/ACTUAL
75 FEET (UNSPRINKLERED)/ 40 FEET
CODES IN
EFFECT:
TOTAL OCCUPANTS:
NUMBER EXITS REQ'D/PROVIDED
118 TOTAL (REFER TO SHEET 04)
TWO/FIVE
NUMBER OF
OCCUPANTS:
FIVE/SEVEN
THREE/SEVEN
NONE/TWO
ONE/TWO (HI-LO)
ONE/ONE
PLUMBING
FIXTURES:
OTHER EGRESS COMPONENTS -
.2 INCHES PER OCCUPANT REQ'D./PROVIDED:
EGRESS WIDTH
(1005.1):
FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING
ELEMENTS (TABLE 602)
TYPE IIB, GROUP S-2 & GROUP B
EXTERIOR x < 5'
EXTERIOR 5' < x < 10'
EXTERIOR 10' < x < 20'
EXTERIOR 20' < x < 30'
EXTERIOR x > 30'
3 HRS
2 HRS
2 HRS
1 HR
0 HR
SITE KEY PLAN
N.T.S.
3850 E LAKE MARY BLVD.
SANFORD, FL 32773
OCCUPANCY (CH 3):
BUILDING AREA:
CONSTRUCTION TYPE (CH 6):
GROUP S-2 (WAREHOUSE) & GROUP B
13,043 S.F.
TYPE II B
WATER CLOSETS REQ'D./ PROVIDED:
LAVATORIES REQ'D./ PROVIDED:
URINALS REQ'D./ PROVIDED:
DRINKING FOUNTIANS REQ'D./ PROVIDED:
SERVICE SINK REQ'D./ PROVIDED:
0.2" /23.6"
COVER SHEET, CODE DATA & SITE KEY PLANC
01.1
01
01.2
ASSEMBLY PLAN
(CLASS A: FLAME SPREAD INDEX 0-25; SMOKE -DEVELOPED INDEX 0-450.)
(CLASS B: FLAME SPREAD INDEX 26-75; SMOKE -DEVELOPED INDEX 0-450.)
(CLASS C: FLAME SPREAD INDEX 76-200; SMOKE -DEVELOPED INDEX 0-450.)
CLASS II OR BETTER
INTERIOR FLOOR
FINISH (804):
EXIT ENCLOSURES & EXIST PASSAGEWAYS
CORRIDORS
ROOMS & ENCLOSED SPACES
GENERAL NOTES
BOLTS AND THREADED RODS
1. ALL BOLTS & THREADED RODS TO BE ASTM F1554 A36 OR BETTER(U.N.O.)
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N,
TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE
STRENGTH OF 2000 PSI (f'm = 1500 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN
1".
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM
AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI.
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH
CELLS FILLED WITH COARSE GROUT.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND
BOTTOM. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE
MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED.
7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" FOR #5 BAR AND 36"
FOR #6 BAR UNLESS NOTED OTHERWISE ON THE DRAWINGS.
8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
BEAM AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING
BEND
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND BEAM.
EMBEDDED ANCHORS OR EPOXY FASTENED STUDS SHALL BE USED.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT
28 DAYS OF 3000 PSI FOR FTG. SLAB & 4000 PSI FOR PIERS, A SLUMP OF
4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A
MAXIMUM WATER/CEMENT RATIO OF 0.58 U.N.O.
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET
STEEL CONFORMING TO ASTM A-615 GRADE 60.
3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST
EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS," ACI 301.
4. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 48 BAR DIAMETERS
(EXCLUDING BEND) AROUND CORNERS OR #5 CORNER BARS WITH MIN.
30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED.
5. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR
DIAMETERS. (U.N.O.)
FOUNDATIONS
1. SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND 98% UNDER
FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557
(MODIFIED PROCTOR)
2. THE FOUNDATION OF THIS STRUCTURE HAS BEEN DESIGNED TO AN
ALLOWABLE BEARING CAPACITY OF 2000 PSF. IT IS THE OWNER/
CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE BUILDING SITE WILL
MEET THIS STANDARD WITH REGARDS TO SETTLEMENT AND SUPPORT.
3. PROVIDE TERMITE TREATED SOIL IN ACCORDANCE W/ SECTION 1816 OF
THE FLORIDA BUILDING CODE. IN LIEU OF TREATING THE SOIL,
BORA-CARE TERMITICIDE MAY BE APPLIED TO WOOD COMPONENTS IN
ACCORDANCE TO W/MANUFACTURER'S INSTRUCTIONS, PURSUANT TO
SECTION 1816 OF THE FLORIDA BUILDING CODE.
DESIGN REQUIREMENTS
DESIGN LIVE LOADS(MINIMUM):
A. ROOFS - 20 PSF
WIND DESIGN LOAD INFORMATION-
(PER FBC 2010, REF. ASCE 7-10)
BASIC WIND SPEED (Vult) = 140 MPH (3 SECOND GUST)
(Vasd) = 108 MPH (3 SECOND GUST)
BUILDING CATEGORY = II (ASCE 7-10)
WIND EXPOSURE(ALL SIDES) =C (ASCE 7-10)
INTERNAL PRESSURE COEFFICIENTS (ASCE 7-10)
ENCLOSED BUILDINGS = +/-0.18
PARTIALLY ENCLOSED BUILDINGS = +/-0.55
(NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE
APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10
DEFINITIONS CLASSIFYING AS SUCH)
ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE
DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p asd):
FOR WALL LOCATIONS: -38.2 PSF, +28.6 PSF
DBSS, INC.
3662 AVALON PARK EAST BLVD.
SUITE 2072
ORLANDO, FL 32828
PH: 321.251.6006
PRIME PROFESSIONAL
S1
SD1STRUCTURAL DETAILS
S2
LINTEL PLAN S3
BUILDING SECTION
WAREHOUSE FLOOR PLAN
WAREHOUSE/ OFFICE FLOOR PLAN
02
03
04
05
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
LIFE SAFETY PLAN
REFLECTED CEILING PLAN
06 ADA DETAILS & FIRE SEPARATION
S4
CEILING FRAMING PLAN
STRUCTURAL STEEL
1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN
ACCORDANCE WITH "SPECIFICATION FOR THE DESIGN AND ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS," AISC, 13TH EDITION, AND THE 2010 FBC.
2. STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MATERIAL
SPECIFICATIONS:
A. PLATES, ANGLES, CHANNELS, TUBES - ASTM A36, Fy=36 KSI
B. PIPE - ASTM A53 GRADE B, Fy=35 KSI
C. W-BEAMS - ASTM A992, Fy=50 KSI
D. HSS (RECT.) - ASTM A500 GRADE B, Fy=46 KSI
E. HSS (ROUND) - ASTM A500 GRADE B, Fy=42 KSI
3. ALL WELDING SHALL BE PERFORMED BY EXPERIENCED, CERTIFIED WELDERS
USING THE ELECTRIC ARC WELDING PROCESS, E70XX SERIES ELECTRODES
FOR WELDING STRUCTURAL STEEL, WELDING SHALL CONFORM TO AISC AND
AWS STANDARD.
4. ALL WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS, SIZE OF
WELD SHALL BE BASED ON ASIC STANDARD FOR THICKER PART JOINED.
5. HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED.
BURNING OF HOLES SHALL NOT BE PERMITTED
6. APPLY CORROSIVE RESISTANT PAINT TO ALL WELDS AND STEEL SURFACES.
LIGHT GAUGE FRAMING
1. ALL LIGHT GAUGE MEMBERS TO BE MIN. 20ga. U.N.O. (USE 18ga. FOR EXTERIOR)
2. ALL FASTENERS TO BE: SELF-DRILLING, SELF-TAPPING SCREWS; STEEL,
COMPLYING WITH ASTM C1002; GALVANIZED COATING, PLATED OR
OIL-PHOSPHATE COATED COMPLYING WITH ASTM B 633 AS NEEDED FOR
REQUIRED CORROSION RESISTANCE.
3. TOUCH-UP PAINT: ZINC RICH, CONTAINING 95-PERCENT METALLIC ZINC.
4. GALVANIZED COATING TO BE: G60 COATING WEIGHT MINIMUM, COMPLYING
WITH ASTM C 955.
5. CUT ALL FRAMING COMPONENTS SQUARELY FOR ATTACHMENT TO FIT AGAINST
ABUTTING MEMBERS. HOLD MEMBERS POSITIVELY IN PLACE UNTIL PROPERLY
FASTENED.
FOUNDATION PLAN
SD2STRUCTURAL DETAILS
S1.1
FOUNDATION PLAN
ELECTRICAL PLANE1
E2 ELECTRICAL PLAN
07 FIRE SEPARATION DETAILS
SD3STRUCTURAL DETAILS
08 FIRE SEPARATION DETAILS
09 FIRE PENETRATION DETAILS
10 FIRE PENETRATION DETAILS
E3 ELECTRICAL PLAN
P2
P1 PLUMBING SUPPLY PLAN
PLUMBING WASTE PLAN
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03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
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NR
EV
.
SH
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PR
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SM-WAREHOUSE
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NG
01
2
ASSEMBLY FLOOR PLAN
1/8"=1'-0"
REMARKS LEGEND:
1. PROVIDE ADA COMPLIANT LEVER HARDWARE
2. SELF- OR AUTOMATIC CLOSING
3. 45 MIN. FIRE RATED DOOR PER FBC TABLE 715.4
SEE MFG.S.C. WOOD3070 WD. 7'-0"
SQ.FT. CALC'S
WAREHOUSE
PARTS/ TOOL ROOM
OFFICE (A/C AREA)
COVERED REBAR PREFAB.
TOTAL UNDER ROOF
9,076 SQ. FT.
769 SQ. FT.
2,405 SQ. FT.
900 SQ. FT.
13,150 SQ. FT.
DOOR SCHEDULE
MARK TYPE
ROUGH
OPENINGFRAME REMARKS
SEE MFG.3070
MATERIAL
DOOR
HD. HGT.
7'-0"
1
ROLL UP
SEE MFG. 16'-0"
NOTE:
G.C TO FIELD VERIFY WINDOW/
DOOR SIZES PRIOR TO
WINDOW/ DOOR PURCHASE.
140160STEEL STEEL
SEE MFG. 16'-0"180160
STEEL STEEL
ROLL UP
1
REFER TO SHEET 01.1
FOR ENLARGED PLAN
REFER TO SHEET 01.2
FOR ENLARGED PLAN
AS
SE
MB
LY
F
LO
OR
PL
AN
1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE
CURRENT ROUGH OPENING INFO WHICH SHALL
HAVE PRECEDENCE OVER THE WINDOW AND DOOR
SCHEDULES ON PLAN.
2. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE
FOLLOWED AS NOTED.
3. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES
TO BE INSTALLED TO ENSURE COMPLIANCE
4. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
& DIMENSIONS ON THE SITE PRIOR TO
COMMENCING WORK. ALL INQUIRES &
DISCREPANCIES SHOULD BE DIRECTED TO THE
ENGINEER.
5. ALL APPLIANCE & EQUIPMENT SHOWN ON THE
DRAWINGS ARE BY THE OWNER UNLESS
OTHERWISE NOTED.
6. SEE LIFE SAFTEY PLAN ON SHEET 04 FOR EXIT
LIGHTS AND FIRE EXTINGUISHERS.
7. ALL MILLWORK TO BE FIELD MEASURED/VERIFIED
BEFORE FABRICATION.
8. DOOR OPENINGS WHICH OCCUR CLOSE TO INSIDE
CORNERS SHALL BE 6" FROM CORNERS.
GENERAL NOTES:
LEGEND
HATCH INDICATES NEW CMU WALL
T.O.W. @10'-0" A.F.F.
COMPONENT DESIGN PRESSURE (p asd)
INDICATES GROUT FILLED CELL WITH
(1) VERT. REINF. CONT. FTG. TO BOND
BEAM (SPACING & BAR SIZE PER PLAN)
(REFER TO NOTES ON COVER SHEET)
HATCH INDICATES NEW 6" CMU
PARTITION WALL T.O.W. @ 6'-8" A.F.F.
HATCH INDICATES NEW CMU WALL
T.O.W. @11'-4" A.F.F.
STEEL STEEL
SEE MFG.3070 7'-0"
1,2,3
STEEL STEEL
HATCH INDICATES NEW CMU WALL
T.O.W. @11'-4" A.F.F. 2 HOUR
SEPARATION, REFER DETAIL 4/06
SEE MFG.S.C. WOOD(2) 3070 WD. 7'-0"
1
SEE MFG.STEEL3060 STEEL 6'-0"
STALL DOOR
SEE MFG.STEEL2060 STEEL 6'-0"
STALL DOOR
A
56789
A
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03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
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T T
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PR
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SM-WAREHOUSE
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28
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01.1
3
FLOOR PLAN
1/4"=1'-0"
NOTE:
REFER TO SHEET 01 FOR NOTES,
LEGENDS AND DOOR SCHEDULE
RE
FE
R T
O S
HE
ET
01.2 F
OR
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TIN
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03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
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PR
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NG
4
NOTE:
REFER TO SHEET 01 FOR NOTES,
LEGENDS AND DOOR SCHEDULE
RE
FE
R T
O S
HE
ET
01.1 F
OR
C
ON
TIN
UA
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FLOOR PLAN
1/4"=1'-0"
OFFICE
WA
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WAREHOUSE/
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
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28
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WA
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NG
REAR ELEVATION
1/8"=1'-0"
LEFT ELEVATION
1/4"=1'-0"
5
02
EX
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EV
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NS
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
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PR
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#2
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28
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NG
FRONT ELEVATION
1/8"=1'-0"
RIGHT ELEVATION
1/4"=1'-0"
6
03
EX
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33" 33"
33"
2
3
3
4
3
33"
33"
03.19.2015
AS NOTED
LJM/ AK
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LIFE SAFETY PLAN
1/8"=1'-0"
LIFE SAFTEY PLAN LEGEND
#CLEAR WIDTH OF EGRESS DOOR (IN INCHES)
#
GENERAL NOTES:
1. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY".
THEIR PURPOSE IS SOLELY TO REPRESENT THE LIFE
SAFETY COMPONENTS FOR THE PROJECT. THE
GENERAL CONTRACTOR SHALL USE THE
CONSTRUCTION DOCUMENTS (NOT THE LIFE SAFETY
PLANS) FOR THE IMPLEMENTATION OF THE
REQUIRED LIFE SAFETY COMPONENTS INTO THE
PROJECT.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
FIELD VERIFYING THAT THE REQUIRED VISIBILITY
FOR EACH INDIVIDUALLY INSTALLED EXIST LIGHT IS
NOT IN ANY WAY DIMINISHED DUE TO VIDAL
INTERFERENCE CAUSE BY ANY OTHER LIGHT
FIXTURE, DEVICE, SIGN, ETC.
3. EMERGENCY LIGHTING TO BE CONNECTED TO A
LOCAL LIGHTING CIRCUIT.
4. FIRE EXTINGUISHER TO BE CLASS "A" MINIMUM FIRE
EXTINGUISHER. THE TOP OF THE EXTINGUISHER
SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR
AND THE BOTTOM OF THE EXTINGUISHER SHALL
NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR.
PROVIDE CLASS, RATING AND DISTRIBUTION IN
ACCORDANCE WITH NFPA 10.
TACTILE EXIT SIGN
EXIT
48
" M
IN
.
60
" M
AX
.
TO
F
IN
. F
LR
.
CORRESPONDING
GRADE II BRAILLE
C
L
FONT & SIGN IN
ACCORDANCE w/
ICC/ANSI A117.1
SECTION 703
40
" M
IN
.
60
" M
AX
.
TO
F
IN
. F
LR
.
C
L
CALCULATIONS FOR OCCUPANT LOADS
AREA
DESIGNATION
AREA
(SQ. FT.)
OCCUPANT LOAD
FACTOR
#
1
OCCUPANT
LOAD
FUNCTION OF
SPACE
9077
TOTAL11,936 SF
N/A 118
500 18
2
733 300 3
3
1257 100 13 BUSINESS
NOTES:
1. WITHOUT FIXED SEATS- LESS CONCENTRATED (TABLES AND CHAIRS)
STORAGE
NEW 11'-4" WALL PER FLOOR PLAN
FIRE EXTINGUISHER
TRAVEL DISTANCE TO EXIT DOOR
EXIT LIGHT
DIRECTIONAL EXIT LIGHT
EMERGENCY LIGHT FIXTURE
4
859 15 57
ASSEMBLY
(REFER TO NOTE 1)
NEW 10'-0" WALL PER FLOOR PLAN
WAREHOUSE
NEW FIRE SEPARATION PER PLAN
A
H
G
E
C
B
A
A
A
B
C
D
A
A
B
B
C
C
C
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REFLECTED CEILING PLAN
1/4"=1'-0"
RE
FL
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2'x4' FLUORESCENT FIXTURE EXHAUST FAN
LEGEND
1
CEILING GRID SUPPORT
DETAIL
N.T.S.
NOTE:
REFER TO LIFE SAFETY PLAN (SHEET 04) FOR
EMERGENCY LIGHT AND EXIT LIGHT LOCATIONS.
LIGHT FIXTURE, HANGING OUTLET 110-115, CEILING MOUNTED
GRAB BAR
ATTACHMENT
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ADA RESTROOM
DETAILS
N.T.S.
1
ADA BATHROOM
LAYOUT
3/4"=1'-0"
3
ADA DRINKING
FOUNTAIN
N.T.S.
Design No. U905
May 19, 2014
Bearing Wall Rating -- 2 HR.
Nonbearing Wall Rating -- 2 HR
1. Concrete Blocks* -- Various designs. Classification D-2 (2 hr). See Concrete
Blocks category for list of eligible manufacturers.
2. Mortar -- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than
3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50
percent hydrated lime (by cement volume). Vertical joints staggered.
3. Portland Cement Stucco or Gypsum Plaster -- Add 1/2 hr to classification if used. Where combustible
members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a
max. Classification of
1-1/2 hr. Attached to concrete blocks (Item 1).
4. Loose Masonry Fill -- If all core spaces are filled with loose dry expanded slag, expanded clay or shale
(Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill
insulation add 2 hr to classification.
5. Foamed Plastic* -- (Optional-Not Shown) -- 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks
(Item 1).
ATLAS ROOFING CORP -- "EnergyShield Pro Wall Insulation" and "EnergyShield Pro 2 Wall Insulation."
HUNTER PANELS -- Type Xci-Class A, Xci 286
THE DOW CHEMICAL CO -- Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy
Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior
Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP)
*Bearing the UL Classification Mark
4
UL RATED ASSEMBLY
2 HR. RATED - BEARING WALL
N.T.S.
12
3
4
HORIZONTAL SECTION
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1
UL RATED ASSEMBLY
2 HR. RATED - NON- BEARING WALL
N.T.S.
Design No. U411February 25, 2015
Nonbearing Wall Rating -- 2 HR.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions
employing the UL or cUL Certification (such as Canada), respectively.
1. Floor and Ceiling Runner -- (Not Shown) -- Min. 25 MSG galv steel, 1 in. return legs,2-1/2 in. deep (min), attached to floor and ceiling with fasteners 24 in. OC max.1A. Framing Members*-- Floor and Ceiling Runners -- (Not shown) -- As an alternateto Item 1 - For use with Item 2A, channel shaped, min 2-1/2 in. deep, attached to floor andceiling with fasteners 24 in. OC. max.ALLSTEEL & GYPSUM PRODUCTS INC -- Type SUPREME Framing System
CALIFORNIA EXPANDED METAL PRODUCTS CO -- Viper20™ Track
CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV -- TypeSUPREME Framing System
MARINO/WARE, DIV OF WARE INDUSTRIES INC -- Viper20™ Track
PHILLIPS MFG CO L L C -- Viper20™ Track
QUAIL RUN BUILDING MATERIALS INC -- Type SUPREME Framing System
SCAFCO STEEL STUD MANUFACTURING CO -- Type SUPREME Framing System
STEEL CONSTRUCTION SYSTEMS INC -- Type SUPREME Framing System
UNITED METAL PRODUCTS INC -- Type SUPREME Framing System
1B. Floor and Ceiling Runners -- (Not shown)--For use with Item 2B- Channel shaped,fabricated from min 20 MSG corrosion-protected or galv steel, min width to accommodatestud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max24 in. OC.1C. Framing Members*-- Floor and Ceiling Runners -- (Not shown) -- As an alternate toItem 1 - For use with Item 2C, channel shaped, min 2-1/2 in. wide fabricated from min0.015 in. thick galv steel, attached to floor and ceiling with fasteners 24 in. OC. max.CLARKDIETRICH BUILDING SYSTEMS -- CD ProTRAK
DMFCWBS L L C -- ProTRAK
MBA METAL FRAMING -- ProTRAK
RAM SALES L L C -- Ram ProTRAK
STEEL STRUCTURAL SYSTEMS L L C -- Tri-S ProTRAK
1D. Framing Members*-- Floor and Ceiling Runners -- (Not shown) -- As an alternateto Item 1 - For use with Item 2D, channel shaped, min 2-1/2 in. wide fabricated from min0.018 in. thick galv steel, attached to floor and ceiling with fasteners 24 in. OC. max.TELLING INDUSTRIES L L C -- TRUE-TRACK™
1E. Framing Members*-- Floor and Ceiling Runners -- (Not shown) -- As an alternate toItem 1 - For use with Item 2E, channel shaped, min 2-1/2 in. wide fabricated from min 25MSG steel, attached to floor and ceiling with fasteners 24 in. OC. max.KIRII (HONG KONG) LTD -- Type KIRII
1F. Floor and Ceiling Runners -- (Not shown) -- Channel shaped, fabricated from min0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for usewith studs specified below and fabricated from min 0.02 in. galv steel or thicker, attached tofloor and ceiling with fasteners spaced max 24 in. OC.MARINO/WARE, DIV OF WARE INDUSTRIES INC -- Viper20™ Track VT100.
1G. Framing Members*-- Floor and Ceiling Runners -- (Not shown) -- As an alternateto Item 1 - For use with Item 2G, channel shaped, min 2-1/2 in. deep, attached to floor andceiling with fasteners 24 in. OC. max.TELLING INDUSTRIES L L C -- Viper20™ Track
2. Steel Studs -- Min 2-1/2 in. deep, formed of min 25 MSG galv steel max stud spacing 24in. OC. Studs to be cut 3/4 in. less than assembly height.2A. Framing Members*-- Steel Studs -- As an alternate to Item 2 - For use with Item 1G,channel shaped studs, min 2-1/2 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in.less than assembly height.ALLSTEEL & GYPSUM PRODUCTS INC -- Type SUPREME Framing System
CALIFORNIA EXPANDED METAL PRODUCTS CO -- Viper20™
CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV -- TypeSUPREME Framing System
MARINO/WARE, DIV OF WARE INDUSTRIES INC -- Viper20™
PHILLIPS MFG CO L L C -- Viper20™
QUAIL RUN BUILDING MATERIALS INC -- Type SUPREME Framing System
SCAFCO STEEL STUD MANUFACTURING CO -- Type SUPREME Framing System
STEEL CONSTRUCTION SYSTEMS INC -- Type SUPREME Framing System
UNITED METAL PRODUCTS INC -- Type SUPREME Framing System
2B. Steel Studs -- (As an alternate to Item 2, For use with Item 4D) Channel shaped,fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced amax of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4in. less than assembly height.2C. Framing Members*-- Steel Studs -- As an alternate to Item 2 - For use with Item 1C,channel shaped studs, min 2-1/2 in. wide fabricated from min 0.015 in. thick galv steel,spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.CLARKDIETRICH BUILDING SYSTEMS -- CD ProSTUD
DMFCWBS L L C -- ProSTUD
MBA METAL FRAMING -- ProSTUD
RAM SALES L L C -- Ram ProSTUD
STEEL STRUCTURAL SYSTEMS L L C -- Tri-S ProSTUD
2D. Framing Members*-- Steel Studs -- As an alternate to Item 2 - For use with Item 1D,channel shaped studs, min 2-1/2 in. wide fabricated from min 0.018 in. thick galv steel,spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.TELLING INDUSTRIES L L C -- TRUE-STUD™
2E. Framing Members*-- Steel Studs -- As an alternate to Item 2 - For use with Item 1E,channel shaped studs, min 2-1/2 in. wide fabricated from min 25 MSG steel, spaced a maxof 24 in. OC. Studs to be cut 3/4 in. less than assembly height.KIRII (HONG KONG) LTD -- Type KIRII
2F. Framing Members*-- Steel Studs -- As an alternate to Item 2 - For use with Item 1G,channel shaped studs, min 2-1/2 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in.less than assembly height.TELLING INDUSTRIES L L C -- Viper20™
2G. Framing Members*-- Steel Studs -- As an alternate to Item 2 - For use with Item 1,channel shaped studs, Min 2-1/2 in. deep, formed of min 25 MSG galv steel max studspacing 24 in. OC. Studs to be cut 3/4 in. less than assembly height.E.B. METAL INC -- EB Stud
2H. Framing Members*-- Steel Studs -- As an alternate to Item 2 - For use with Item 1,channel shaped studs, Min 2-1/2 in. deep, formed of min 25 MSG galv steel max studspacing 24 in. OC. Studs to be cut 3/4 in. less than assembly height.OLMAR SUPPLY INC -- PRIMESTUD
3. Batts and Blankets* -- (Optional) -- Mineral wool or glass fiber batts partially orcompletely filling stud cavity.See Batts and Blankets (BZJZ) category for names of manufacturers.3A. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 3) -- (100% BorateFormulation) -- Spray applied cellulose material. The fiber is applied with water tocompletely fill the enclosed cavity in accordance with the application instructions suppliedwith the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method:The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, inaccordance with the application instructions supplied with the product.U S GREENFIBER L L C -- INS735& INS745 for use with wet or dry application.INS765LD and INS770LD are to be used for dry application only.
3B. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 3) and Item 3A - Sprayapplied cellulose insulation material. The fiber is applied with water to interior surfaces inaccordance with the application instructions supplied with the product. Applied tocompletely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.NU-WOOL CO INC -- Cellulose Insulation
3C. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 3) - Spray appliedcellulose fiber. The fiber is applied with water to completely fill the enclosed cavity inaccordance with the application instructions supplied with the product. The minimum drydensity shall be 4.30 lbs/ft3.INTERNATIONAL CELLULOSE CORP -- Celbar-RL
4. Gypsum Board* -- 5/8 in. thick, outer layer paper, glass mat or vinyl surfaced.(Laminated System) Gypsum board applied vertically in two layers. Inner layer attached tostuds with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges, and 12 in.OC in the field and outer layer laminated to inner layer with joint compound, applied with anotched spreader producing continuous beads of compound about 3/8 in. in diameter,spaced not greater than 2 in. OC. Joints of laminated outer layer offset 12 in. from innerlayer joints Outer layer gypsum board attached to floor and ceiling runner track with 1-5/8in. long Type S steel screws spaced 12 in. OC.Optional, (Direct Attached System), Inner layer attached to studs with 1 in. long Type Ssteel screws spaced 16 in. OC in the field and along the vertical edges. Outer layer attachedto the studs over the inner layer with 1-5/8 in. long Type S steel screws spaced 16 in. OC inthe field and along the vertical edges and 12 in. OC to the floor and ceiling runners. Jointsof screw-attached outer layer offset from inner layer joints. Joints of outer layer may betaped or untaped.Nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classifiedveneer baseboard. Joints reinforced.ACADIA DRYWALL SUPPLIES LTD -- Type X, 5/8 Type X, Type Blueglass ExteriorSheathing
AMERICAN GYPSUM CO -- Types AG-C, AGX-1, M-Glass, AGX-11.
BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO -- Type DBX-1.
CERTAINTEED GYPSUM INC -- Types 1, FRPC, EGRG, GlasRoc, Type X or Type C,5/8" Easi-Lite Type X.
CGC INC -- Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C -- TypesLGFC2A, 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, TG-C, Type X, Veneer Plaster Base-Type X, Water Rated-Type X,Sheathing Type-X, Soffit-Type X, GreenGlass Type X, Type X ComfortGuard SoundDeadening Gypsum Board, Type LWX, Veneer Plaster Base-Type LWX, WaterRated-Type LWX, Sheathing Type-LWX, Soffit-Type LWX, Type DGLW, WaterRated-Type DGLW, Sheathing Type- DGLW, Soffit-Type DGLW, Type LW2X, VeneerPlaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit -Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W.
NATIONAL GYPSUM CO -- Types eXP-C, FSK, FSK-C, FSW, FSW-3, FSW-5, FSW-6,FSW-8, FSW-C, FSW-G, FSMR-C, FSL, SoundBreak XP Type X Gypsum Board.
03.19.2015
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UL RATED ASSEMBLY
2 HR. RATED - NON- BEARING WALL
N.T.S.
PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -- Type C, PG-3,PG-5, PG-9, PG-11, PG-C, PGS-WRS.
PANEL REY S A -- Types GREX, PRX, RHX, MDX, ETX or PRC.
SIAM GYPSUM INDUSTRY (SARABURI) CO LTD -- Type EX-1
THAI GYPSUM PRODUCTS PCL -- Type C or Type X
UNITED STATES GYPSUM CO -- Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR,SCX, SGX, SHX, WRC, WRX, 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 an alternate to Item 4) -- Nom 3/4 in. thick, installed asdescribed in Item 4 with 1-1/4 in. long Type S screws for inner layer and 2-1/4 in. longType S screws for outer layer.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.
4B. Gypsum Board* -- (As an alternate to Item 4 and 4A) --5/8 in. thick, 24 to 54 in. wide,applied horizontally as the outer layer to one side of the assembly. Horizontal joints neednot be backed by steel framing. Secured as described in Item 4 for the direct attachedsystem. When used in widths other than 48 in., gypsum panels to be installed horizontally.CERTAINTEED GYPSUM INC -- Type X, Type C.
CGC INC -- Type SHX.
THAI GYPSUM PRODUCTS PCL -- Type X, Type C.
UNITED STATES GYPSUM CO -- Type SHX, FRX-G.
USG MEXICO S A DE C V -- Type SHX.
4C. Gypsum Board* -- (As an alternate to Items 4, 4A and 4B) -- Two layers of 5/8 in.thick gypsum board applied horizontally or vertically. Inner layer attached to studs with No.6 by 1 in. long Type S bugle head screws spaced 24 in. OC along the top and bottom tracksstarting 2 in. and then 12 in. from the vertical edge. Inner layer screws spaced 24 in. OCalong the studs, starting 2 in. and then 12 in. from the top and bottom of the studs andstarting 1-1/4 in. from the horizontal joints when installed horizontally. Outer layer attachedto studs with 1-5/8 in. long Type S bugle head screws spaced 16 in. OC along the top andbottom tracks starting 1-3/4 in. from the vertical edge. Outer layer screws spaced 16 in. OCalong the studs, starting 1-3/4 in. and then 8 in. from the top and bottom of the studs andstarting 1-1/4 in. and then 8 in. from the horizontal joints when installed horizontally.Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs.Vertical joints in adjacent layers staggered one stud cavity. Horizontal joints need not bebacked by steel framing. Horizontal edge joints and horizontal butt joints on opposite sidesof studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacentlayers staggered a min of 12 in. When outer layers are installed horizontally, vinyl or casein,dry or premixed joint compound shall be applied in two coats to joints and screw heads ofouter layer. Paper tape, nom 2 in. wide, embedded in first layer of compound over all jointsof outer layer panels. Nom 3/32 in. thick gypsum veneer plaster may be applied to the entiresurface of Classified veneer baseboard. Joints reinforced.GEORGIA-PACIFIC GYPSUM L L C -- Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG,DS, GPFS6, LS, TG-C, Type X, Veneer Plaster Base-Type X, Water Rated-Type X,Sheathing Type-X, Soffit-Type X, GreenGlass Type X, Type X ComfortGuard SoundDeadening Gypsum Board, Type LWX, Veneer Plaster Base-Type LWX, WaterRated-Type LWX, Sheathing Type-LWX, Soffit-Type LWX, Type DGLW, WaterRated-Type DGLW, Sheathing Type- DGLW, Soffit-Type DGLW, Type LW2X, VeneerPlaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit -Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W.
4D. Gypsum Board* -- (Not Shown) - (As an alternate to Item 4 when used as the baselayer on one or both sides of wall. For direct attachment only to steel studs Item 2B) - Nom5/8 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 oppositesides of studs. Gypsum board secured to studs 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-LBG
4E. Gypsum Board* -- (As an alternate to Items 4 through 4D) -- Nominal 5/8 in. thick, 4ft wide panels, applied vertically and secured as described in Item 4.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -- Types QuietRockES.
4F. Gypsum Board* -- (As an alternate to Items 4 through 4E ) - 5/8 in. thick, 4 ft. wide,paper surfaced, applied vertically and secured as described in Item 4.CERTAINTEED GYPSUM INC -- Type SilentFX
4G. Gypsum Board* -- As an alternate to Item 4- Nom. 5/8 in. thick, inner layer attachedvertically to studs with 1 in. long Type S steel screws spaced 16 in. OC in the field andalong the vertical edges. Outer layer attached to the studs horizontally over the inner layerwith 1-5/8 in. long Type S steel screws spaced 16 in. OC in the field and along the verticaledges and 12 in. OC to the floor and ceiling runners. Joints of outer layer must be taped.Nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classifiedveneer baseboard.ACADIA DRYWALL SUPPLIES LTD -- Type Blueglass Exterior Sheathing
PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -- Types C, PG-11,PGS-WRS.
4H. Gypsum Board* -- (Not Shown) - (As an alternate to Items 4) For Direct Applicationto Studs Only- For use as the base layer on one or both sides of the wall. Nom 5/8 in. thicklead backed gypsum panels with beveled, square or tapered edges, applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides ofstuds. Wallboard secured to studs with 1-5/8 in. long Type S 12 steel screws spaced 8 in.OC at perimeter and 12 in OC in the field. Lead batten strips required behind vertical jointsof lead backed gypsum wallboard and optional at remaining stud locations. Fasteners forface layer gypsum panels when installed over lead backed board to be min 2-1/2 in. TypeS-12 bugle head steel screws spaced as described in Item 4. To be used with Lead BattenStrips (see Item 5A) or Lead Discs (see Item 6A).MAYCO INDUSTRIES INC -- Type X-Ray Shielded Gypsum
4I. Gypsum Board* -- (As an alternate to Item 4, not for use with Items 1C and 2C) - Nom.5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described inItem 4.CGC INC -- Type ULX
UNITED STATES GYPSUM CO -- Type ULX.
USG MEXICO S A DE C V -- Type ULX
4J. Gypsum Board* -- (As an alternate to Item 4 when used as the base layer on one orboth sides of wall. For direct attachment only to steel studs Item 2B). Nom 5/8 in. thick leadbacked gypsum panels with beveled, square or tapered edges, applied vertically. Verticaljoints centered over studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steelscrews spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips requiredbehind vertical joints of lead backed gypsum wallboard and optional at remaining studlocations. Lead batten strips, 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 with construction 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 ofthe strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted oradhered over the screw heads. Lead batten strips and discs to have a purity of 99.9%meeting the Federal specification QQ-L-201f, Grade "C".RADIATION PROTECTION PRODUCTS INC -- Type RPP - Lead Lined Drywall
4K. Gypsum Board -- (As an alternate to Items 4 through 4J, not for use with Items 1C and2C). Two layers of nominal 15 mm thick gypsum board applied vertically. Inner layerattached to studs with No. 3.5 x 1-3/8 in. long bugle head, self-drilling screws spaced 23-5/8in. OC in the field and 15-3/4 in. OC in the perimeter, with the first screw 2 in. from theedge. Outer layer attached to the studs over the inner layer with No. 3.5 x 1-3/4 in. longbugle head, self-drilling screws spaced 11-13/16 in. OC in the field and 7-7/8 in. OC in theperimeter, with the first screw 3/4 in. from the edge. Outer layer screws staggered frominner layer screws. Vertical joints centered over studs and staggered one stud cavity onopposite sides of studs. Vertical joints in adjacent layer staggered one stud cavity.Self-adhesive fiberglass mesh (9x9 mesh) tape, nom 2 in. wide, applied over all joints of
outer layer panels. Dry or premixed joint compound applied in two coats to joints over themesh tape and screw heads of outer layer.GYPSEMNA CO LLC -- Types MRFW, FW, TF.
4L. Gypsum Board* -- (As an alternate to Items 4 through 4K) - Two layers of 5/8 in.thick gypsum board applied vertically or horizontally. Inner layer attached to studs with #6x 1 in. long bugle head screws spaced 12 in. OC along the top and bottom tracks and 16 in.OC in the field and along the vertical edges. Outer layer attached to studs with #6 x 1-5/8 in.long bugle head screws spaced 12 in. OC along the top and bottom tracks and 16 in. OC inthe field and along the vertical edges. Vertical joints are centered over studs and staggeredbetween layers and on opposite sides of the wall. Horizontal joints on the face layer arestaggered 12 in. from the base layer. Horizontal joints need not to be backed by steelframing.CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C -- TypeLGFC6A, LGFC-C/A.
4M. Wall and Partition Facings and Accessories* -- (As an alternate to Items 4 through4L) -- Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described inItem 4.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -- Type QuietRock527.
4N. Gypsum Board* -- (As an alternate to Item 4 through 4M) - For direct application tostuds only - Four layers nom. 5/16 in. thick gypsum panels applied vertically orhorizontally. When applied horizontally, base layer secured to studs with 1 in. Type Sscrews spaced 24 in. OC. Second layer installed with joints offset 12 in. from base layer andsecured with 1 in. Type S screws spaced 24 in. OC. Third layer installed with joints in linewith base layer and secured with 1-1/2 in. Type S screws spaced 16 in. OC. Fourth layerinstalled with joints in line with second layer and secured with 1-5/8 in. Type S screwsspaced 12 in. OC. For all layers, screws offset 4 in. from previous layer. When appliedvertically, base layer secured with 1 in. Type S screws spaced 24 in. OC. Second layersecured with joints offset one stud cavity and secured with 1 in. Type S screws spaced 24 in.OC. Third layer installed with joints in line with base layer and secured with 1-1/2 in. TypeS screws spaced 12 in. OC. Fourth layer secured with joints in line with second layer andsecured with 1-5/8 in. Type S screws spaced 8 in. OC along vertical edges and 12 in. OC inthe field. For all layers, screws offset 4 in. from previous layer.NATIONAL GYPSUM CO -- Type FSW
5. Lead Batten Strips -- (Not Shown, For Use With Item 4D) - Lead batten strips, min1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interiorface of studs and attached from the exterior face of the stud with two 1 in. long Type S-12pan head steel screws, one at the top of the strip and one at the bottom of the strip. Leadbatten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade"C". Lead batten strips required behind vertical joints of lead backed gypsum board (Item4D) and optional at remaining stud locations. Required behind vertical joints.5A. Lead Batten Strips -- (Not Shown, for use with Item 4H) Lead batten strips, 2 in.wide, max 10 ft long with a max thickness of0.140 in. Strips placed on the face of studs andattached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at thetop of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8pan 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, C or D". Lead batten stripsrequired behind vertical joints of lead backed gypsum wallboard (Item 6) and optional atremaining stud locations.6. Lead Discs or Tabs -- (Not Shown, For Use With Item 4D) - Used in lieu of or inaddition to the lead batten strips (Item 5) or optional at other locations - Max 3/4 in. diamby max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads ormax 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item4D) underneath screw locations prior to the installation of the screws. Lead discs or tabs tohave a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".6A. Lead Discs -- (Not Shown, for use with Item 4H) Max 5/16 in. diam by max0.140 in.thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have apurity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D".7. Mineral and Fiber Board* -- (Optional, Not shown) -- For optional use as an additionallayer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel andcentered over studs. Attached to studs and floor and ceiling runners with 1-5/8 in. long TypeS steel screws, spaced 12 in. OC. The required UL Classified gypsum board layer(s) is/areto be installed as indicated as to fastener type and spacing, except that the required fastenerlength shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitutefor the required layer(s) of UL Classified Gypsum Board.HOMASOTE CO -- Homasote Type 440-32
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictionsemploying the UL or cUL Certification (such as Canada), respectively.
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System No. W-L-2059
F Ratings - 1 and 2 Hr (See Items 2 and 3)
T Ratings - 3/4, 1, 1-1/2 and 2 Hr (See Items 2 and 3)
L Rating At Ambient - 1 CFM/sq ft
L Rating At 400 F - Less Than 1 CFM/sq ft
1. Wall Assembly - The 1 or 2 h fire rated gypsum board/stud wall assembly shall be constructed
of the materials and in the manner described in the individual U300, U400 and V400 Series
Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following
construction features:
A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs
to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel
studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* - 5/8 in. (16 mm) thick, 4 ft (1219 mm) wide with square or tapered edges.
The gypsum board type, thickness, number of layers, fastener type and sheet orientation
shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire
Resistance Directory. Max diam of opening is 5 in. (127 mm).
2. Through-Penetrants - One nonmetallic pipe or conduit to be centered within the firestop
system. The annular space shall be max 1/4 in. (6 mm). Pipe or conduit to be rigidly supported
on both sides of the wall assembly. The following types and sizes of nonmetallic pipes or
conduits may be used:
A. Polyvinyl Chloride (PVC) Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule 40 or 80
solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste
or vent) piping systems. When Schedule 80 PVC pipe is used, the F and T Ratings are 1
hr. When Scheduled 80 PVC pipe is used in closed (process or supply) piping
systems, the F and T Ratings are equal to the assembly rating of the wall in which it
is installed.
B. Rigid Nonmetallic Conduit+ - Nom 4 in. (102 mm) diam (or smaller) Schedule 40 or 80
PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA
No. 70). When Schedule 80 PVC conduit is used, the F and T Ratings are 1 hr.
C. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 4 in. (102 mm) diam (or smaller)
SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems.
D. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 4 in. (102 mm) diam (or smaller)
Schedule 40 solid or foamed core ABS pipe for use in closed (process or supply) or vented
(drain, waste or vent) piping systems.
E. Fire Retardant Polypropylene (FRPP) Pipe - Nom 4 in. (102 mm) diam (or smaller)
Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or
vent) piping systems.
F. Polyvinylidene Fluoride (PVDF) Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule
40 PVDF pipe for use in closed (process or supply) or vented (drain, waste or vent) piping
systems.
G. Fiberglass Reinforced Pipe (FRP) Pipe - Nom 4 in. (102 mm) diam (or smaller) glass
fiber reinforced thermosetting resin pipe for use in closed (process or control) or vented
(drain, waste or vent) piping systems. When FRP pipe is used, T Rating is 3/4 hr.
H. High Density Polyethylene (HDPE) Pipe - Nom 4 in. (102 mm) diam (or smaller)
Schedule 40 HDPE pipe for use in closed (process or supply) piping systems.
3. Firestop System - The firestop system shall consist of the following:
A. Fill, Void or Cavity Material* - Sealant - Fill material forced into annular space to max
extent possible. Caulk shall be installed flush with both surfaces of wall assembly.
SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101, 102, 105, 120 or 129 Sealant,
SpecSeal LCI Sealant, Pensil 300 Sealant or SpecSeal Series SIL300 Sealant
B. Fill, Void or Cavity Material - Wrap Strip - Nom 1/8 or 3/16 in. (3.2 or 4.8 mm) thick
intumescent material faced on both sides with a plastic film, supplied in 2 in. (51 mm) wide
strips or nom 1/4 in. (6 mm) thick intumescent material faced on both sides with a plastic
film, supplied in 1-1/2 in. (38 mm) wide strips. The layers of wrap strips are individually
wrapped around the through-penetrant with ends butted and held in place with masking
tape. Butted ends in successive layers shall be aligned.
Except as noted in Item 2, the F and T Rating of the firestop system is dependent upon the
fire rating of wall, diam of through penetrant and the number of wrap strips as tabulated
below:
SPECIFIED TECHNOLOGIES INC - SpecSeal BLU Wrap Strip, SpecSeal BLU2 Wrap Strip
or SpecSeal RED Wrap Strip
C. Steel Collar - Collar fabricated from coils of precut 0.016 in. (0.4 mm) thick (30 MSG) galv
sheet steel available from wrap strip manufacturer. Collar shall be min 1-1/2 in. (38 mm)
deep with 1 in. (25 mm) wide by 2 in. (51 mm) long anchor tabs for securement to the
concrete floor or wall. Retainer tabs, 3/4 in. (19 mm) wide tapering down to 1/4 in. (6 mm)
wide and located opposite the anchor tabs, are folded 90 degree toward pipe surface to
maintain the annular space around the pipe and to retain the wrap strips. Steel collar
wrapped around wrap strips and pipe with a 1 in. (25 mm) wide overlap along its perimeter
joint and secured together by means of a min 1/2 in. (13 mm) wide by 0.028 in. (0.7 mm)
thick stainless steel hose clamp installed at mid-depth of the steel collar. As an alternate to
the steel hose clamp, the steel collar may be secured together by means of three No. 8 by
1/4 in. (6 mm) long steel sheet metal screws when more than one layer of wrap strip is
used.
Wrap strip/collar assembly is slid along the through-penetrant until abuts the surface of the
wall. Collar secured to wall by 1/8 in. (3.2 mm) diam by 1-3/4 in. (44 mm) long steel molly
bolts in conjunction with 1-1/4 in. (32 mm) diam steel fender washers. The number of molly
bolts used is dependent upon the nom diam of the through penetrant. Two molly bolts,
symmetrically located, are required for nom 1-1/2 in. (38 mm) and 2 in. (51 mm) diam
through penetrants. Three molly bolts, symmetrically located, are required for nom 2-1/2 in.
(64 mm) and 3 in. (76 mm) diam through penetrants. Four molly bolts, symmetrically
located, are required for nom 3-1/2 in. (89 mm) and 4 in. (102 mm) diam through
penetrants. Steel collars are installed on each side of wall.
D. Firestop Device* - (Optional, Not Shown) - As an alternate to Item 3B and 3C, galv steel
collar lined with an intumescent material sized to fit the specific diam of the
through-penetrant. Device shall be installed around through-penetrant in accordance with
accompanying installation instructions. Device incorporates anchor tabs for securement to
each surface of wall assembly by means of 1/8 in. (3 mm) diam by 1-3/4 in. (45 mm) long
steel molly bolts in conjunction with 1/4 in. (6 mm) diam by 1-1/2 in. (38 mm) diam steel
fender washers.
SPECIFIED TECHNOLOGIES INC - SpecSeal Firestop Collar, SpecSeal LCC Collar or
SpecSeal SSC Collar . When SpecSeal LCC Collar or SpecSeal SSC Collar are used, the
max annular space shall be 1/8 in. (3 mm) for max 2-1/2 in. (64 mm) diam pipe and shall be
max 1/4 in. (6 mm) for pipe larger than 2-1/2 in. (64 mm) diam.
*Bearing the UL Classification Mark
1
UL RATED ASSEMBLY
1 & 2 HR. RATED - WALL PENET.
N.T.S.
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System No. W-L-2093
F Ratings - 1 & 2 Hr. (See Item 1)
T Ratings - 1 and 1-1/2 Hr.(See Item 2)
1. Wall Assembly - The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of
the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design
in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist
of nom 2 by 4 in. lumber spaced 16 in. O.C. with nom 2 by 4 in. lumber end plates and cross braces.
Steel studs to be min 3-5/8 in. wide and spaced max 24 in. O.C.
B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type,
thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual
U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 3 in.
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. Through Penetrants - One nonmetallic pipe, conduit or raceway to be centered within the firestop
system. A nom annular space of 5/16 in. is required within the firestop system. Pipe, conduit or raceway
to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of
nonmetallic pipes, conduits or raceway may be used:
A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. diam (or smaller) Schedule 40 cellular or solid core PVC
pipe for use in closed (process or supply) piping systems.
B. Rigid Nonmetallic Conduit+ - Nom 2 in. diam (or smaller) Schedule 40 PVC conduit installed in
accordance with Article 347 of the National Electrical Code (NFPA No. 70).
C. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. diam (or smaller) SDR17 CPVC pipe for
use in closed (process or supply) piping systems.
D. Optical Fiber Raceway+ - Nom 2 in. diam (or smaller) optical fiber raceway formed from polyvinyl
chloride (PVC) or nom 1-1/4 in. diam (or smaller) optical fiber raceway formed from polyvinylidene
fluoride (PVDF). Raceway to be installed in accordance with Article No. 770 of the National Electrical
Code. Raceway to be rigidly supported on both sides of wall assembly.
See Optical Fiber Raceway (QAZM) category in the Electrical Construction Materials Directory for
names of manufacturers.
E. Electrical Nonmetallic Tubing+ - Nom 2 in. diam (or smaller) PVC tubing installed in accordance
with Article 331 of the National Electrical Code (NFPA No. 70). See Electrical Nonmetallic Tubing
(FKHU) category in the Electrical Construction Materials Directory for names of manufacturers.
The hourly T Rating of the firestop system is dependent upon the hourly fire rating of the wall and the
diam of the through-penetrant as shown below:
3. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. thickness of fill material applied within annulus, flush
with both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. thick crown is
formed around the penetrating item and lapping 1 in. beyond the periphery of the opening.
SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCI Sealant
+Bearing the UL Listing Mark
*Bearing the UL Classification Mark
1
UL RATED ASSEMBLY
1 & 2 HR. RATED - WALL PENET.
N.T.S.
2
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FOUNDATION PLAN
3/16"=1'-0"
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INDICATES GROUT FILLED CELL WITH (1) VERT. BAR
CONT. FTG. TO BOND BEAM (REFER TO NOTES)
1. PROVIDE MIN. 10 MIL. APPROVED VAPOR BARRIER. ALL
JOINTS TO BE LAPPED MIN. 6" AND SEALED.
2. VERT. BAR TO BE HOOKED AT TOP & BOTTOM (FTG. &
BOND BEAM ENDS) W/ MIN. 12 BAR DIAMETER LEGS
EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE
NO LESS THAN 25" FOR #5 BAR AND 36" FOR #6 BAR.
3. EXTERIOR SLABS SHALL SLOPE 1/4" PER FOOT AWAY
FROM STRUCTURE.
4. CONTROL JOINTS ARE NOT REQUIRED BY CODE BUT
ARE SUGGESTED. CONTROL JOINTS TO BE SAW CUT A
DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL
CUT W/ APPROVED JOINT MATERIAL OR USE
ALTERNATE APPROVED METHOD.
FOUNDATION NOTES:
FOOTING SCHEDULE
NUMBERLENGTH x WIDTH
DEPTH
REINFORCING STEEL
2'-8" x 2'-8"1'-8"
(4) #5 EA. WAY
5'-8" x 5'-8"2'-4"
(10) #5 EA. WAY
TOP & BOT.
A
56789
A
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FOUNDATION PLAN
3/16"=1'-0"
14
INDICATES GROUT FILLED CELL WITH (1) VERT. BAR
CONT. FTG. TO BOND BEAM (REFER TO NOTES)
1. PROVIDE MIN. 10 MIL. APPROVED VAPOR BARRIER. ALL
JOINTS TO BE LAPPED MIN. 6" AND SEALED.
2. VERT. BAR TO BE HOOKED AT TOP & BOTTOM (FTG. &
BOND BEAM ENDS) W/ MIN. 12 BAR DIAMETER LEGS
EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE
NO LESS THAN 25" FOR #5 BAR AND 36" FOR #6 BAR.
3. EXTERIOR SLABS SHALL SLOPE 1/4" PER FOOT AWAY
FROM STRUCTURE.
4. CONTROL JOINTS ARE NOT REQUIRED BY CODE BUT
ARE SUGGESTED. CONTROL JOINTS TO BE SAW CUT A
DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL
CUT W/ APPROVED JOINT MATERIAL OR USE
ALTERNATE APPROVED METHOD.
FOUNDATION NOTES:
FOOTING SCHEDULE
NUMBERLENGTH x WIDTH
DEPTH
REINFORCING STEEL
2'-8" x 2'-8"1'-8"
(4) #5 EA. WAY
5'-8" x 5'-8"2'-4"
6'-0" x 6'-0"2'-4"
(10) #5 EA. WAY
TOP & BOT.
(10) #5 EA. WAY
TOP & BOT.
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CEILING FRAMING PLAN
1/4"=1'-0"
CONNECTOR LEGEND
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LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
16
S2
CE
IL
IN
G
FR
AM
IN
G P
LA
N
18 GA ANGLE @ 48" O.C. MAX. PROVIDE 1/2" DIA.
A.B. TO BOND BEAM & (3) #10 TEKs TO TRACK.
REFER TO DETAIL 7.1/SD2
(4)#10 TEKs JOIST TO JOIST (WHERE APPLICABLE)
PRECAST NOTES:
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
EE
T T
IT
LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
S3
17
CAST-CRETE, QUALITY PRECAST CO., WEKIWA CONCRETE, LOTT'S CONCRETE, AND FLORIDA ROCK IND.
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN.
PRECAST LINTEL LOAD TABLE(COMPSITE W/(1)#5 TOP & BOTTOM GROUT FILLED SOLID)
24" DEEP
L21
L22
L18
L20
L16
L14
L13
L12
L11
L10
MARK
L6
L9
L8
L4
L3
L2
L1
X
X
X
X
X
X
X
X
X
X
X
X
X
2000
X
X
X
22" DEEP
N/A
N/A
N/A
N/A
N/A
N/A
N/A
MAX. CLR. OPENING
524
128
171
212
293
340
1025
1384
2745
3984
6" DEEP
419 1053X
130
183
183
272
240
334
X
X
X
X
X
X
470
610
611
610
611
842
419
488
483
483
635
1055
1060
1974
3166
3166
8" DEEP
X
X
X
X
X
X
2000
38" DEEP
X
X
X
2542
1053
1224
1170
1170
1534
2483
4616
6039
6039
16" DEEP
23411692
18311250
1400
1300
1300
988
1352
1980
1831
1831
1380
1879
50474029
1857
1692
1966
1857
2436
2555
2341
2721
2404
3127
32" DEEP
3913
7269
9004
9004
5350
9924
10000
10000
14" DEEP
3665
3665
3665
3960
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.
(ex. L3F12 = L3F8)
L5 XX 1261X 2653 4049 4849X
PROVIDE FULL MORTAR HEAD AND BED JOINTS.1.
SHORE FILLED LINTELS AS REQUIRED.2.
INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL
AND/OR STRUCTURAL DRAWINGS.
3.
LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS
TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING.
4.
ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND
LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180.
5.
BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY.6.
7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL
ANCHORAGE.
7.
CAST-IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF
CONCRETE MASONRY UNITS.
8.
SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 5309.
ALL VALUES BASED ON MINIMUM 4" BEARING. EXCEPTION: SAFE LOADS
FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS
LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 8"
NOMINAL BEARING.
1.
N.R. = NOT RATED.2.
SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.3.
SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR.4.
ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE
DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE
THE PRECAST LINTEL.
5.
ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.6.
THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD
TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT
D-AWAY FROM THE FACE OF SUPPORT.
7.
FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER
HEIGHT.
8.
ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.9.
SAFE LOAD TABLE NOTES
LINTEL PLAN
3/16"=1'-0"
LIN
TE
L P
LA
N
LXFX-XB
NOMINAL HEIGHT
LINTEL MARK
TYPE DESIGNATION
U = UNFILLED
F = FILLED WITH GROUT
1-1/2" CLEAR
C.M.U.
8" NOMINAL WIDTH
7-5/8"ACTUAL
GROUT (PER PLAN)
PRECAST LINTEL
#5 REBAR AT BOTTOM OF
LINTEL CAVITY (PER PLAN)
BOTTOM REINFORCING
PROVIDED IN LINTEL
(VARIES)
#5 REBAR AT TOP
MIN. (1) REQ'D
# OF BARS @ BOT.
BLOCK MASON TO VERIFY LINTEL DEPTHS W/ R.O. PRIOR TO INSTALLATION.
CONTACT E.O.R. IF DISCREPANCY EXIST.
10.
12'-8"
22'-8"
18'-0"
20'-8"
20'-0"
16'-0"
13'-4"
6'-4"
10'-0"
12'-0"
11'-0"
9'-0"
8'-4"
4'-8"
3'-4"
2'-8"
1'-6"
5'-4"
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
EE
T T
IT
LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
18
S4
BU
IL
DIN
G S
EC
TIO
N
A BUILDING SECTION
1/4"=1'-0"
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
EE
T T
IT
LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
SD1
DE
TA
IL
S
1
MONOLITHIC FOOTING
DETAIL
3/4"=1'-0"
2
MONOLITHIC A/C CHASE
DETAIL
3/4"=1'-0"
5
INTERIOR CMU WALL
FOOTING DETAIL
3/4"=1'-0"
19
3
COL. HAIRPIN
DETAIL
3/4"=1'-0"
4
CORNER COL. HAIRPIN
DETAIL
3/4"=1'-0"
LENGTH/SIDE
LESS THAN 12"
12" - 24"
24" - 36"
NO. OF ANCHORS/SIDE
ONE/SIDE
TWO/SIDE
THREE/SIDE
36" UP & 5 TONS & UP FOUR/SIDE
ANCHOR SPACING TABLE
ELEVATION
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
EE
T T
IT
LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
20
SD2
DE
TA
IL
S
1
COMPRESSOR ANCHOR
DETAIL
N.T.S.
5
TOP OF EXT. CMU WALL
CONNECTION DETAIL
3/8"=1'-0"
3
TYP. CORNER
WALL REINFORCING
3/4"=1'-0"
2
BOND BEAM DETAIL
1-1/2"=1'-0"
9
CMU END WALL SECTION
@ OFFICE AREA
3/4"=1'-0"
10
CMU SIDE WALL SECTION
@ OFFICE AREA
3/4"=1'-0"
6
ANCHOR/WEB STIFFENER
CONNECTION DETAIL
N.T.S.
7
TRACK BLOCKING
CONNECTION DETAIL
N.T.S.
8
KNEE WALL
DETAIL
3/4"=1'-0"
11
INTERIOR CMU WALL
SECTION
3/4"=1'-0"
4
A/C CHASE
DETAIL
3/4"=1'-0"
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
EE
T T
IT
LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
21
SD3
DE
TA
IL
S
1
INTERIOR CMU WALL
SECTION
3/4"=1'-0"
2
INTERIOR CMU WALL
SECTION
3/4"=1'-0"
3
T.O.W. CONNECTION
DETAIL
3/8"=1'-0"
4
CLG. JOIST.
CONN. DETAIL
3/8"=1'-0"
A
E
C
B
A
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
EE
T T
IT
LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
P1
22
PLUMBING SUPPLY PLAN
1/4"=1'-0"
PL
UM
BIN
G
SU
PP
LY
P
LA
N
WATER RISER DIAGRAM
1. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION.
ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL RACEWAYS AND BUILDING
STRUCTURE. IF PENETRATIONS THROUGH STRUCTURAL MEMBERS ARE REQUIRED
FOR PLUMBING INSTALLATIONS, NOTIFY STRUCTURAL ENGINEER PRIOR TO
INSTALLATION TO INSURE THAT STRUCTURAL INTEGRITY IS MAINTAINED.
2. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS OR CHASES
EXCEPT AS SPECIFICALLY NOTED.
3. PIPE ROUTING IS DIAGRAMMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING.
PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS
REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS
ENCOUNTERED IN FIELD.
4. ALL PLUMBING WORK SHALL CONFORM TO THE FLORIDA PLUMBING CODE 2010 AND
ADA STANDARDS, FLORIDA STATE SANITARY CODE, FLORIDA ENERGY EFF'Y CODE,
AND LOCAL JURISDICTION REQUIREMENTS.
5. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE
NON-ACCESSIBLE CEILINGS.
6. DRAINAGE PIPING 3” AND LARGER SHALL SLOPE NO LESS THAN 1/8” FALL PER FOOT.
PIPING LESS THAN 3” SHALL SLOPE A MINIMUM OF 1/4” PER FOOT.
7. VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS AND SIZES OF ALL UTILITIES
WHICH ARE TO BE CONNECTED BEFORE INSTALLATION.
8. ALL VENTS THROUGH ROOF SHALL BE MINIMUM 10'-0” FROM AIR INTAKES.
9. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS
OF DISSIMILAR MATERIALS.
10. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF AND
INSTALL UNION AT EACH PIECE OF EQUIPMENT, FIXTURE AND APPLIANCE SERVICE
POINT CONNECTION.
11. INSTALL PRESSURE REDUCING VALVES ON BRANCH LINES SERVING FIXTURES
AND/OR EQUIPMENT, WHEN WATER PRESSURE EXCEEDS 60 PSI.
12. WASTE, TRAP AND VENT SIZES SHALL BE IN ACCORDANCE WITH APPLICABLE CODES.
13. SOIL, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC. ALL MATERIALS AND
INSTALLATION PRACTICES SHALL BE IN STRICT ACCORDANCE WITH THE LATEST
APPLICABLE STATE AND LOCAL CODES.
14. ABOVE GROUND AND UNDERGROUND DOMESTIC WATER PIPING SHALL BE
“FLOGUARD GOLD” CPVC DOMESTIC WATER PIPE WITH SOLVENT WELDED FITTINGS.
15. SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES AND
WITH INDUSTRY STANDARDS FOR HANGER AND WALL MOUNTED SUPPORT
SYSTEMS.
16. INSTALL WATER HAMMER ARRESTORS AS REQUIRED.
17. INSULATE ALL HOT WATER PIPING SYSTEMS WITH MINIMUM 1” THINK R=6.8 CLOSED
CELL FOAM INSULATION. ARMAFLEX, IMOCA, OR EQUAL.
18. WORK INCLUDES BUT IS NOT NECESSARILY LIMITED TO: WATER SUPPLY PIPING;
SOIL, WASTE AND VENT PIPING, ROOF DRAINS, AND DOWN SPOUTS.
19. TEST ALL POTABLE WASTE AND VENT PIPES FOR LEAKS TO ASSURE WATER
TIGHTNESS FOR REQUIRED SERVICES.
20. ALL PIPES SHALL BE CAPPED DURING CONSTRUCTION FOR PROTECTION FROM
VANDALISM AND CONSTRUCTION WASTE SPILLAGE. TEMPORARILY GLUE PVC CAPS
ON ALL VENTS.
21. FLOW RESTRICTORS SHALL BE FURNISHED AND INSTALLED IN ALL LAVATORY HOT
WATER FAUCETS TO LIMIT FLOW TO 0.5 GPM MAXIMUM.
22. WATER HEATERS THERMOSTATS SHALL BE SET TO LIMIT MAXIMUM WATER
TEMPERATURE TO 110°F.
23. INSULATE HORIZONTAL RAIN LEADER RUNS UNLESS EXPOSED OUT-OF-DOORS.
PLUMBING NOTES:
A
E
C
B
A
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
EE
T T
IT
LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
P2
23
PL
UM
BIN
G
WA
ST
E P
LA
N
PLUMBING WASTE PLAN
1/4"=1'-0"
WASTE RISER DIAGRAM
NOTE:
REFER TO SHEET P1 FOR PLUMBING NOTES.
123456
A
H
G
E
C
B
A
A
A11
VD=0.5%
TVD=1.76%
A21
VD=2.2%
TVD=3.6%
A18
VD=1.2%
TVD=2.6%
A14
A16
VD=1.8%
TVD=3.06%
VD=0.5%
TVD=1.76%
A22
VD=2.0%
TVD=3.26%
A20
VD=1.8%
TVD=3.1%
A24
VD=0.91%
TVD=1.26%
A12
S
A15
VD=1.8%
TVD=3.1%
VD=2.2%
TVD=3.5%
A33
VD=1.8%
TVD=3.06%
A10
VD=1.8%
TVD=3.1%
A5
VD=1.0%
TVD=2.3%
A30
VD=1.8%
TVD=3.1%
A9
VD=0.5%
TVD=1.76%
A29
USE #10 WIRE
VD=1.9%
TVD=3.2%
S S
B2 B4 B6
SS
A28
A26
A27
A23 A25
A12
VD=1.8%
TVD=3.1%
A5 A7
USE #6 WIRE
w/ #10 GND.
VD=1.0%
TVD=2.3%
A6 A8
USE #6 WIRE
w/ #10 GND.
VD=1.0%
TVD=2.3%
A13
A17
VD=0.5%
TVD=1.76%
A1
USE #10 WIRE
VD=1.5%
TVD=2.8%
A3
A19
VD=1.2%
TVD=2.6%
A2 A4
USE #10 WIRE
VD=1.5%
TVD=2.8%
USE #8 CU w/ #10 CU GND.
VD=.6%
TVD=3.0%
USE #10 WIRE
VD=1.9%
TVD=3.2%
USE #10 WIRE
VD=1.9%
TVD=3.2%
USE #10 WIRE
VD=1.8%
TVD=4.1%
USE #10 WIRE
VD=1.9%
TVD=4.2%
A31 VD=1.0%
TVD=2.26%
W D
A32 A34
USE #10 WIRE
W/ #10 GND
VD=0.8%
TVD=2.1%
A35
VD=0.5%
TVD=1.76%
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
EE
T T
IT
LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
E1
24
ELECTRICAL PLAN
3/16"=1'-0"
EL
EC
TR
IC
AL
P
LA
N
2'x4' FLUORESCENT LAY-IN FIXTURE
EXHAUST FAN (MAX. 75 WATTS)
EMERGENCY BATTERY UNIT LIGHTING
FIXTURE - WALL MOUNTED. CONNECT AHEAD
OF ROOM LIGHTING SWITCH
DIRECTIONAL EXIT LIGHT
EXIT LIGHT
LIGHTING NOTES:
1. LIFE SAFETY LIGHTING AND SIGNS SHALL BE PROVIDED
WITH UNIT BATTERY EQUIPMENT AND CONNECTED TO THE
ROOM OR AREA LIGHTING CIRCUIT AHEAD OF ALL
SWITCHING.
2. EMERGENCY LIGHTING TO BE CONNECTED TO A LOCAL
LIGHTING CIRCUIT.
3. ALL INTERIOR LIGHTING TO BE ATTACHED TO AN
AUTOMATICALLY CONTROL DEVICE IN COMPLIANCE WITH
FBC CHAPTER 13, SECTION 13-415.ABC.1.1
4. ALL EXTERIOR LIGHTING TO BE PROVIDED WITH AUTOMATIC
CONTROLS IN COMPLIANCE WITH FBC CHAPTER 13,
SECTION 13-415.1.ABC.1.4
5. PROVIDE TIMECLOCK WITH OVERRIDE SWITCH TO
AUTOMATICALLY TURN OFF LIGHTS IN NO MORE THAN FOUR
HOURS FOR LIGHTING CIRCUITS IN WAREHOUSE AREA.
6. PROVIDE PHOTOSENSORS FOR EXTERIOR LIGHTING.
7. PROVIDE OCCUPANCY SENSORS FOR OFFICE AREA
LIGHTING.
NOTES:
1. FIXTURE IS CONSIDERED GENERIC. EQUAL ARE APPROVED.
LIGHTING FIXTURE SCHEDULE
LAMPS
NO TYPE
DESCRIPTION
2 x 4 LENSED LAYIN
MANUF.SYMBOL NOTES
1
9W
EMERGENCY BATTERY
UNIT WALL OR CLG. MTG
LEDSLIM LED EXIT
2
S
SINGLE POLE TOGGLE SWITCH WITH OCCUPANCY
SENSOR
LIGHT FIXTURE, WALL MOUNTED
6 32WT8
ELECTRICAL LEGEND
OUTLET 110-115
SINGLE POLE TOGGLE SWITCH
S
COMMUNICATIONS OUTLET - TYPICAL RUN
3/4" CONDUIT TO ACCESSIBLE CEILING
SPACE. PROVIDE 2 GANG BOX WITH ONE
GANG RING (TYP.)
OUTLET 110-115, GROUND FAULT CIRCUIT
INTERRUPTER
1. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM
TO NEC 2008.
2. VERIFY EXACT LOCATION OF ALL MECHANICAL EQUIPMENT
WITH MECHANICAL INSTALLER PRIOR TO ROUGH-IN.
3. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH PULL
STRINGS IN THEM.
4. ALL CONDUIT TO BE CONCEALED UNLESS IMPOSSIBLE DUE
TO EXISTING CONDITIONS (I.E. EXPOSED STRUCTURAL
CEILINGS, BUILDING EXTERIOR WALLS). CONCEAL ALL
CONDUITS ABOVE CEILINGS OR WITHIN WALLS AND
COUNTERS.
5. INSTALL ALL MATERIALS AND FIXTURES PER
MANUFACTURER'S RECOMMENDATIONS.
6. ELECTRICAL CONTRACTOR TO COORDINATE ALL POWER
REQUIREMENTS WITH EQUIPMENT SUPPLIER FOR
INSTALLATION - INSTALL IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
7. ALL CONDUCTORS SHALL CONFORM TO THE CURRENT ISSUE
OF THE NEC AND SHALL MEET ASTM SPECIFICATIONS.
8. MINIMUM WIRE SIZE SHALL BE NO. 12 AND SHALL BE SOFT
DRAWN COPPER, SOLID WITH THWN/THHN INSULATION IN
SIZES THROUGH NO. 10 AND STRANDED WITH THWN/THHN
INSULATION FOR NO. 8 AND LARGER.
9. ELECTRICAL CONTRACTOR TO VERIFY ALL BREAKER AND
WIRE SIZES WITH EQUIPMENT TO BE ATTACHED PRIOR TO
INSTALLATION.
10. ALL DUPLEX RECEPTACLES AND TOGGLE SWITCHES TO BE
15 AMP U.N.O.
11. ALL DEDICATED DUPLEX RECEPTACLES TO BE 20 AMP
12. SEE SHEET E3 FOR ELECTRICAL LOAD CALCULATIONS.
13. FEEDER AND BRANCH CIRCUIT CONDUCTORS HAVE BEEN
SIZED IN ACCORDANCE WITH FBC ENERGY CONSERVATION,
SECTION 505.7.3.1
14. LARGER WIRE SIZES MAY BE REDUCED TO #12 CU DIRECTLY
AHEAD OF SWITCHES OR RECEPTACLES ON 20 AMP
CIRCUITS ONLY. EC TO PROVIDE JUNCTION BOX AT
LOCATIONS WHERE STEP DOWN OCCURS.
ELECTRICAL NOTES:
QUAD OUTLET 110-115
ELECTRICAL PANEL
JUNCTION BOX
RE
FE
R T
O S
HE
ET
E
2 F
OR
C
ON
TIN
UA
TIO
N O
F E
LE
CT
RIC
AL P
LA
N
NOTE:
REFER TO SHEET E3 FOR PANEL
SCHEDULES
FLUORESCENT LIGHT FIXTURE, HANGING
LITHONIAFLUORESCENT HIGH BAY
3 32WT8 LITHONIA
1 LED TBDLED CANOPY LIGHT
1
1
1
1
TBD
TBD
VD=
VOLTAGE DROP FOR BRANCH
TVD=
TOTAL VOLTAGE DROP
SSWITCH, THREE WAY
OUTLET 110-115, SPLIT WIRED
OUTLET 110-115, CEILING MOUNTED
1 LED TBDLIGHT FIXTURE, HANGING
1
LIGHT FIXTURE, HANGING
DISCONNECT SWITCH
OUTLET 110-115, FLOOR MOUNTED
OUTLET 220-240, SPECIAL PURPOSE
6789
A
H
F
D
A
B1
USE #8 CU w/ #10 CU GND
VD=0.6%
TVD=3.0%
B3 B5
B2 B4 B6
USE #8 CU w/
#10 CU GND
VD=0.6%
TVD=3.0%
A28
USE #10
WIRE
VD=1.8%
TVD=4.1%
A28
A26
USE #10
WIRE
VD=1.9%
TVD=4.2%
A26
2 4 6
VD=1.08%
TVD=2.34%
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
EE
T T
IT
LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
E2
25
ELECTRICAL PLAN
3/16"=1'-0"
EL
EC
TR
IC
AL
P
LA
N
NOTE:
REFER TO SHEETS E1 & E3 FOR
NOTES, LEGENDS AND SCHEDULES
RE
FE
R T
O S
HE
ET
E
2 F
OR
C
ON
TIN
UA
TIO
N O
F E
LE
CT
RIC
AL P
LA
N
1. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO
ASSURE THAT GROUND VALUE OF 25 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT,
ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE.
2. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. IF
CONNECTION WILL REMAIN ACCESSIBLE, ACORN STALE GROUNDING CLAMPS MAY BE USED.
3. GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION
OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20
FEET OF ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH
DIAMETER, OR OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR.
03.19.2015
AS NOTED
LJM/ AK
26
SSPE
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
TIO
NR
EV
.
SH
EE
T T
IT
LE
PR
OJE
CT
SM-WAREHOUSE
En
gin
ee
rin
g B
y:
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
DB
SS
, IN
C.
OR
LA
ND
O, F
L. 3
28
28
SE
MIN
IO
LE
M
AS
ON
RY
WA
RE
HO
US
E B
UILID
NG
E3
26
EL
EC
TR
IC
AL
P
LA
N
1
GROUNDING ELECTRODE
DETAIL
N.T.S.
ELECTRICAL RISER DIAGRAM
N.T.S.
(2) SETS OF 4" PVC
CONDUIT W/ (4) 500 KCMIL
ALUM. & (1) #2/0 CU GND
FROM METER CENTER
3/4" PVC CONDUIT w/ #2/0
CU GND. TO GROUNDING
ELECTRODE
600 AMP 208V 3P 4W FUSED
DISC. IN NEMA3R ENCLOSURE
w/ 600 AMP CLASS "L" FUSES
SIM TO GE TG3326R w/ TNI66
AFC= 23.5 KVA
VD= 0.35%
(2) SETS OF 4" PVC
CONDUIT W/ (4) 500 KCMIL
ALUM. & (1) #2/0 CU GND
EXTERIOR
(2) SETS OF 3" PVC
CONDUIT W/ (4) 300 KCMIL
ALUM. & (1) #2 CU GND TO
PANEL "WAREHOUSE-B"
600 AMP PANEL
"WAREHOUSE DIST."
208V 3PH 4W SIM. TO
GE SPECTRA SERIES
AFC= 17 KVA
VD= 0.91%
TVD= 1.26%
(2) SETS OF 4" PVC
CONDUIT W/ (4) 500 KCMIL
ALUM. & (1) #2/0 CU GND
FROM MAIN DISCONNECT
INTERIOR
(2) SETS OF 3" PVC
CONDUIT W/ (4) 300
KCMIL ALUM. & (1) #2
CU GND FROM PANEL
"WAREHOUSE DIST."
ELECTRICAL RISER DIAGRAM
N.T.S.
(2) SETS OF 3" PVC
CONDUIT W/ (4) 250 KCMIL
ALUM. & (1) #3 CU GND
400 AMP PANEL
"WAREHOUSE-A"
208V 3PH 4W
SIM. TO GE "A" SERIES
400 AMP PANEL
"WAREHOUSE-B"
208V 3PH 4W
SIM. TO GE "A" SERIES
AFC= 17 KVA
VD= 1.08%
TVD= 2.34%
