2910 Orlando Dr -BC14-002420 (SOUTHERN TECHNICAL COLLEGE) (DRIVE THRU ENCLOSURE) (A)rl
-- --------- _LJ1��_l LL LL L—L-1 LLL
J� L -LI
rr
M,
DRIVE
COLLI�GE
SOUTHERN TPC�INICAi,,.,
PARCEL ID:
2a 10b c FIRE EXTINGUISHER, 51b.
01 —20-30-512-0000-060A
LOTS 60 & 61 & LOT 62 (LESS N 25 FT & E 250 FT OF S 75 FT OF LOT 60 & E 250 FT OF LOT 61 & E 250 FT FO N 2 OF LOT
62) & VACD ST ADJ & LOTS 63 TP 65 & LOT 66 &
VACD ST ADJ ON W (LESS ELY 90 FT) & BEG NW COR LOT 67 RUN S 64 DEG
58 MIN 53 SEC E 190 FT S 83 DEG 18 MIN 44 SEC
W 187.79 FT N 102.13 FT TO BEG & VACD ST ADJ ON W AMENDED PLAT DRUID
PARK PB 7 PG 5
PROJECT SUMMARY.
TO
THE SCOPE OF WORK INDICATED ON THESE DRAWINGS IS TO
CLOSE IN AN EXISTING COVERED DRIVE THRU ON THE FIRST FLOOR OF AN EXISTING
TWO STORY BUILDING. THE OCCUPANCY AND USE SHALL REMAIN GROUP "B" BUSINESS (ADULT EDUCATION). WORK SHALL CONSIST OF SOME
MINIMAL DEMOLITION AND THE CONSTRUCTION OF WALLS AS
NOTED ON PLANS® WE WILL ALSO BE ADDING TWO ADDITIONAL EXITS ON EACH SIDE
OF THE ENCLOSED AREA. HVAC SCOPE SHALL CONSIST OF
ADDING FRESH AIR SUPPLY AND EXHAUST SYSTEMS TO THE NEW AREA. PLUMBING
SCOPE SHALL CONSIST OF ADDING (1) NEW ADA ACCESSABLE
RESTROOM AND (2) EMERGENCY EYE WASH STATIONS.
TOTAL AREA (CONDITIONED) .................. 22,062 SJ.
(N
NO. EXITS REQUIRED: 2
C:)
NO. EXITS -PROVIDED: 4
MAX. DISTANCE TO EXIT REQ'D: 300'
MAX. DISTANCE TO EXIT PROVIDED: 150'
No. STORIES: ................. 2
DIMENSION TO FACE
PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF
2A-10B—C FOR EVERY 3000 SQUARE FEET OF FLOOR AREA. TRAVEL DISTANCE TO
AN EXTINGUISHER SHALL NOT EXCEED 75 FELT, MOUNT AT
3342" A.F.F. INSTALLED IN APPROPRIATE LOCATIONS AS DIRECTED BY FIRE MARSHALL
TO MEET LOCAL CODES,
C
PRO
J CT NFORM ATION®___
CO'DES-
FLORIDA BUILDING CODE 2010
FLORIDA MECHANICAL CODE 2010
FLORIDA PLUMBING CODE 2010
NATIONAL ELECTRICAL CODE 2008
LIFE SAFETY CODE N.F.P.A. 101 2009
FLORIDA FIRE PREVENTION CODE 2010
OCCUPANCY:
"B" BUSINESS (ADULT LEARNING CENTER)
TYPE OF CONSTRUCTION:
:TYPE `11 B,�(SPRINKLEREb).
BUILDING AREA:
EXISTING FIRST FLOOR 11,382 sq.ft.
PROPOSED ADDITION 1,834
TOTAL FIRST FLOOR 13,216 sq.ft.
EXISTING SECOND FLOOR 10,761 sq.ft.
TOTAL BUILDING AREA 23,896 sq.ft.
OCCUPANCY CALCS. FOR EMERGENCY EXIT
(FIRST FLOOR)
LAB/LIBRARY AREAS 2,753 sq.ft./50 sq.ft./OCCUPANT = 55 OCCUPANTS
CLASSROOM AREA 398 sq.ft./20 sq.ft./OCCUPANT = 20 OCCUPANTS
ASSEMBLY AREA 2,813 sq.ft./15 sq.ft./OCCUPANT = 188 OCCUPANTS
TOTAL STUDENTS 263 OCCUPANTS
OFFICE AREA 2842 sq.ft./100 sq.ft./OCCUPANT 29 OCCUPANTS
STORAGE AREA 1076 sq.ft./300 sq.ft./OCCUPANT 4 OCCUPANTS
TOTAL 296 OCCUPANTS
MAX. EXIT FRONT DOOR 259 OCCJ2 ..........................130 OCCUPANTS
MAX. EXIT SIDE DOOR ...................................................129 OCCUPANTS
MAX. EXIT (NEW LAB) SIDE DOOR 30 OCC./2 .............. 15 OCCUPANTS
MAX. EXIT (NEW LAB) SIDE DOOR _ .............................. 15 OCCUPANTS
PLUMBING FIXTURES ANALYSIS
(BASED ON TOTAL OCCUPANCY OF 291)
WC FIXTURES
1ST & 2ND FIXTURE ................................................. 50 OCCUPANTS
5 FIXTURES X 50 OCCUPANTS/FIXTURE ............... 250 OCCUPANTS
TOTAL ...................................................... ............... 300 OCCUPANTS
LAVATo
1ST & 2ND FIXTURE .................................................. 80 OCCUPANTS
4 FIXTURES X 80 OCCUPANTS/FIXTURE .............. 320 OCCUPANTS
TOTAL ...................>.........,.........,o.........................._ 400 OCCUPANTS
STRUCTURAL DESIGN CRITERIA:
Section 1609, FBC
,BASIC WIND SPEED..!..".,..7.*Lj 39 mph
Use coefficients from Chapter '16 F.B.C.
IMPORTANCE FACTOR ......... 1 EXPOSURE ........ B
COMPONENTS AND CLADDING MAXIMUM DESIGN WIND
PRESSURE
(including doors and windows) ...... +32.8 psf, —43.9 psf
FOUNDATION DESIGN BASED ON ALLOWABLE SOIL BEARING
PRESSURE OF 2000 psf.
CS COVER SHEET/ INDEX/ INFORMATION
D-1 DEMOLITION PLAN
S-1 FOUNDATION PLAN & WALL SECTIONS
A-1 FLOOR PLANS, SCHEDULES, GEN. NO -TES
A-2 EXTERIOR ELEVATIONS
LS LIFE SAFETY & REFLECTED CEILING,, PLAN
MO.1 MECHANICAL NOTES & LEGEND
M2.1 MECHANICAL PROPOSED PLAN
M3.1 MECHANICAL EQUIPMENT SCHEDULES & DETAILS
E-1 ELECTRICAL SPECIFICAIONS, LEGEND & FIXTURE SCHEDULE
E-2 LIGHTING & POWER PLANS
E-3 RISER DIAGRAM & PANEL SCHEDULES
PR
AM A OJECT TEAIVI'.,
GENERAL CONTRACTOR: ARCHITECT:
STRONG GENERAL CONTRACTOR INC. HARTER — ADAMS P.A.
608 CLARK STREET 1370 GENE STREET
OVIEDO, FL 32765 WINTER PARK, FL 32789
PHONE: (407) 758-2770 PHONE: (407) 647-5767
FAX: (407) 359-8970 FAX: (407) 6472062
dmstrongfl@bellsouth.net CONTACT: TOM ADAMS
CONTACT: DAVID STRONG
MECHANICAL ENGINEER: ELECTRICAL ENGINEER:
JOSEPH LAWRENCE & CO. BALANCE IN DESIGNS, INC.
CONSULTING ENGINEERS 1922 ROWENA AVENUE
1180 HARWOOD AVE, SUITE 3000 ORLANDO FL 32803
ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 230-4831
PHONE: (321) 972-4466 CONTACT: JULIE WHITLEY
WWW.JLCENG.COM
CONTACT: ADAM JOSEPH BARNEY
VICINITY MAP:
DRAW
SYMBOL
ri'\FLOOR PLAN
\tj-1 sm off - r -W
MT
..........
AA 0000606 I
REVISION AREA AND SYMBOL
EXISTING CMU/ STUD WALL
PROPOSED 8" CMU WALL
2a 10b c FIRE EXTINGUISHER, 51b.
METAL^FRAMEµ^µ„
........ ..
PROPOSED PARTITION
CEILING
TO
ROOM NAME
.......
.......... ....
DA FUIV,
NEW DATUM ELEVATION
(N
...........
C:)
DOOR NUMBER
. ..........
DIMENSION TO FACE
e) 10b CIEW CV-MIPHICLIM 51k
C
WALL TYPE
�3
14
DETAIL BLIP
P4
NG SYMBOLS:
STRUCTURAL GRID LINE
E-1
�4
DESCRIPTION
P4
P
F -
NORTH ARROW
P,
DRAWING TITLE
. . . . . . ....................
UNIVERSAL MOUNTING EXIT LIGHTS,
SINGLE & DOUBLE FACED
REVISION AREA AND SYMBOL
EXISTING CMU/ STUD WALL
PROPOSED 8" CMU WALL
2a 10b c FIRE EXTINGUISHER, 51b.
METAL^FRAMEµ^µ„
........ ..
PROPOSED PARTITION
CEILING
TO
ROOM NAME
.......
.......... ....
DA FUIV,
NEW DATUM ELEVATION
...........
C:)
DOOR NUMBER
. ..........
DIMENSION TO FACE
e) 10b CIEW CV-MIPHICLIM 51k
C
WALL TYPE
�3
DETAIL BLIP
STRUCTURAL GRID LINE
G G
41
�e
1vt
Mof:QRD _BtjjL_[A_NG) DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
Ljr ISE TO PROC��D WITH rHE WORK AND AS
ALTER ORSET
A6T HORITY TO VIOLAT E, CANCEL, THE fECHNICAL
ASIDE ANY OF THE PROVISIONS OF PERMIT PREVENT
CODES, NOR SHALL ISSUANCE OF A 'HEREAFTER
THE BUILDING OFFICIAL FROM I
REOUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
PERNMT 4 -,-Z.5
,�11111111A11
2a 10b c FIRE EXTINGUISHER, 51b.
........ ..
....
ROOM NAME
.......
DA FUIV,
NEW DATUM ELEVATION
...........
. .............
DIMENSION TO FACE
e) 10b CIEW CV-MIPHICLIM 51k
G G
41
�e
1vt
Mof:QRD _BtjjL_[A_NG) DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
Ljr ISE TO PROC��D WITH rHE WORK AND AS
ALTER ORSET
A6T HORITY TO VIOLAT E, CANCEL, THE fECHNICAL
ASIDE ANY OF THE PROVISIONS OF PERMIT PREVENT
CODES, NOR SHALL ISSUANCE OF A 'HEREAFTER
THE BUILDING OFFICIAL FROM I
REOUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
PERNMT 4 -,-Z.5
,�11111111A11
LEGEND
� EXISTING CMU/ 5TUE) WALL
E D 12EMOLITION
NOT PART OF SCOPE
DEMOLITION GENERAL NOTES
"7��1-09-Al�.A�,fij"p4�l'iLATO���gE,mL4mr-*��U-'--M'Eigp 1 1
DDU-OLITION OFFECHANICAL, ELECTRICAL AND PLUF15ING-ITEM6 SHALL
BE INDICATED ON THE DRAWINGS.
E. WHERE EXISTING WALL -MOUNTED DEVICES, FIXTURES OR OTHER ITEMS
O'.CUR ON WALLS SCHEDULED ToREcEivE NEW FINISHES, THESE SHALL 15E
REMOVED AND STORED DY THE CONTRACTOR AND REINSTALLED AFTER
THE NEW FINISHES ARE COMPLETE.
F. SPECIFIC DEMOLITION 16 NOT INDICATED IN AREAS WHERE IT MAY 15E
NECESSARY TO DEMOLISH ALL OR A PORTION or- AN EXISTING BUILDING
COMPONENT TO GAIN ACCESS TO AREAS FOR EXTEN51ON OR TIE-IN TO
BUILDING SYSTEM5, OR WHICH MAY BE REQUIRED TO INSTALL NEW
CONSTRUCTION, DEMOLITION FOR THESE FURPOSED ISHALL BE DONE AT N#
ADDITIONAL COST TO THE OWNER AND THESE AREAS SHALL BE RETURNED
TO THE ORIGINAL CONDITION PROZM TO BEGINNING CONSTRJJCTION.
LL. ... ......
DEMOLITION PLAN
SCALE: N.TS. (;I
AA 0000606
�4
Q.�
W
L_
C\l
Q') C\l
CQ
-_-1 CQ
CD 'o
7j
(24
(D
V-1
ti
�T4
P4
Cip
�4
Q.�
7j
(24
(D
V-1
E-4
�T4
Cip
LVA90110*11KNIE
5C4LE; 3/4"m1' -O"
NTELCOUR6E
CONT,
FWEL UJ/ 3' WOOK
;J Epoxy EmED T#
I ING COLUMN
WALL SECTION
SCALE: 3®4 1-0
,10- Al .001 1
CEILING AND
DER TO
SOFFIT
LLmw M
L
I
E
U
Cl)�F
5�LrND 1 L
I� PAN
c.
AA 0000606
Ll
GENERAL STRUCTURAL NOTES
FOUNDATION
2.01 TERMITE PROTECTION:
1. Foundation design Is based on an allowable soil bearing pressure of
A. TREAT SOIL UNDER ALL FOOTINGS, GRADE BEAMS AND GROUND SUPPORTED
K SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR
2000 P5F and differential settlement of 1/2 Inch.
SLA55 WITH AN E.F.A. REGISTERED TERMITICIDE COMPLYING WITH
GRADE WITHIN 121 OF THE PRIMARY STRUCTURE SIDE WALLS. ALSO A VERTICAL
2. Fill (if required) shall consist of non-organic sand with less than 10
REQUIREMENT$ OF AUTHORITIES WAVING JURISDICTION
CHEMICAL BARRIER SHALL BE:APPLIED PROMPTLY AFTER CONSTRUCTION
ercent passing the 0200 sieve. Fill shall be place in 12 inch lifts and
compacted
5. A PERMANENT SIGN WHICHIDENTIFIES THE TERMITE TREATMENT PROVIDER
AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL
15 COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER
INSTALLATION. ANY $OIL DISTURBED AFTER THE CHEMICAL VERTICAL
to a minimum of 135 percent of the Modified Proctor maximum dry
BE PROVIDED. THE SIGN $HALL BE POSTED NEAR THE WATER HEATER OR
BARRIER 15 APPLIED SHALL BE PROMPTLY RE -TREATED. FBC 01(olto
densit � (ASTM ID1551).
ELECTRIC PANEL, IN ACCORDANCE WITH 2010 FLORIDA BUILDING CODE,
L. ALL BUILDINGS $HALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION
3. FootInge Shall be excavated to their bearing elevations and the support
SECTION 105M
AGAINST SUBTERRANEAN TERMITES. A 'CERTIFICATE OF COMPLIANCE' SHALL
Sofia compacted to a minimum of 95 percent oft Modified Proctor maximum
C. CONDENSATE AND DOWNSPOUTS SHALL DISCHARGE A MINIMUM OF 12" FROM
BE ISSUED TO THE 15UILDING DEPARTMENT BY THE LICENSED PEST CONTROL
dry density (A5TM P1551) to a depth of 2 fact below footfng bearing
BUILDING SIDE WALL$ IN ACCORDANCE WITH 2010 FLORIDA BUILDING CODE,
COMPANY THAT CONTAINS THE FOLLOWING BTATEMANT: THE BUILDING HAS
elevations.
SECTION 1503.E
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
4. Provide & mil vapor barrier over compacted subgrade for slab on
D. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL R15ER AND SPRAY HEADS
TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED
grade. vapor barrier shall be lapped a minimum of (b Inches In direction of
SHALL NOT BE INSTALLED WITHIN 12® OF THE BUILDING SIDE WALL.
BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
concrete pour. Care shall be exercised to prevent damage or rupture of
E, TO PROVIDE FOR INSPECTION, CLEARANCE BETWEEN EXTERIOR WALL
M. AFTER ALL WORK 16 COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED
barrier. Ukere columns, pipe conduit, etc. penetrate membrane, cut around
COVERINGS AND FINAL EARTH GRADE SHALL BE NOT LESS THAN (V. P15C
FROM BELOW AND WITHIN 1V OF THE BUILDING. THIS INCLUDES ALL GRADE
projection and seal with joint tape.
1403b
STAKES, TU 15 TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE
R INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
CONTAINING
CONCRETE
16 COMPLETE. FBC 181(o.1.1
G. 501L DISTURBED AFTER INITIAL TREATMENT SHALL BE RE -TREATED, INCLUDING
MATERIAL. FSC 2304.13
N. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH OR OTHER
1. All concrete work Shall be accomplished In accordance with 'Specifications
SPACES BOXED AND FORMED. FSC 1816-12
CELLULOSE -CONTAINING MATERIAL SHALL BE BURIED ON THE BUILDING LOT
for Structural Concrete for 5uIldinge', ACI 301-89.
H. AREAS E30XED OR FORMED FOR 5U55EQUENT INSTALLATIONS SHALL 13E MADE
WITHIN 15 FEET OF ANY BUILDING.
Z All concrete shall have a specified minimum compressive strength of
WITH PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT
0. PROTECTION FROM DECAY AND TERMITES SHALL BE PROVIDED BY THE USE
3,000 PSI at 28
DEPTH To ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL
OF NATURALLY DURABLE OR PRESERVATIVE TREATED WOOD AS REQUIRED
3. Concrete aggregate shall be 3/4' in accordance with ASTM C33. 4.
CHEMICAL 601L TREATMENT. F15C 1816.13
BY F5C. 2304.11
Submit mix design for review prior to concrete pour.
1. MINIMUM (o MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER
REINFORCEMENT
PLACEMENT, RE -TREATMENT 16 REQUIRED. FBC 1131(o.1.4
I. Reinforcing steel shall be in accordance with ASTM A615, Grade 60.
J. CONCRETE OVERPOUR AND MORTAR ALONG TWE FOUNDATION PERIMETER
2. Masonry joint reinforcement shall be hot -dip galvanized steel wire.
MUST BE REMOVED BEFORE EXTERIOR TREATMENT. F5C 1519,.1-5
3. Temperature reinforcement Shall be 'Stealth Fiber
4. Foundation reinforcement shall be continuous. Min. lap 46 bar diameters.
D. Anchor bolts for pre-egineered metal building shall be sized by building
manufacturer to provide minimum embedment of 15" with an ACI 90 degree
std. hook.
5C4LE; 3/4"m1' -O"
NTELCOUR6E
CONT,
FWEL UJ/ 3' WOOK
;J Epoxy EmED T#
I ING COLUMN
WALL SECTION
SCALE: 3®4 1-0
,10- Al .001 1
CEILING AND
DER TO
SOFFIT
LLmw M
L
I
E
U
Cl)�F
5�LrND 1 L
I� PAN
c.
AA 0000606
R E V I S 1 0
4_1
4-�
(D
L)
�4
ua
0
P4
0
cc
R E V I S 1 0
4_1
4-�
(D
L)
ua
0
0
cc
R E V I S 1 0
DOOR SCHEDULE
ROOM
DISCRIPTION FLR BASE
WALLS
CLG
HT. NOTES
FINISH ON INTERIOR WALLS
& CLG SHALL BE MINIMUM
DESC�RIP
CLASS "C"
�HARDWARE
WW<
Lo
a -
Ed
Lu
L
C>
4c
__j
1. ALL LOCKSETS 644ALL 5r=
133
WELDING ROOM 0 0
0
0
EXP. NEW
144 INSTRUCTOR OFFICE 0 0. 0
JAI
PLUMBING FIXTURES
LEGEND
IDOOFR NUM5ER
EXISTING:
pRiNKiNc-4 FOUNTAIN (QUANTITY -1)
LEVER HANPLE -ACHLAGE
FI~ PIPE EXTINGUISWER W1 MIN.
PF. NON - REFRIGERATOR "ELKAY' MOr,>. 'P EDFF211C
PZATING OF 2A -05-C
UJITH '/2' SUPPI-Y 4 1-1/2'WA5TE.
PpOPO6EP a' CMU WALL
WATER CLOSET (QUANTITY -5)
ujc. Amr=-R-ICAN STAN12APD- -CAPET' ADA Iro-112I`1°-1
ELONGATEP, 110 GFDF, MOE). 0 21598.012
-sA-ruwa COMMERCIAL PUTY.
NOT PART OF SCOPE
2. HARDWARE FINISH 11626D I
3. HINGES H&GERR, OR EQUAL
■
&A110 ff, 01 C -:, 9
FINISH S%f__,#`HEDULE
ROOM
DISCRIPTION FLR BASE
WALLS
CLG
HT. NOTES
FINISH ON INTERIOR WALLS
& CLG SHALL BE MINIMUM
CLASS "C"
WW<
Lo
a -
Ed
Lu
L
C>
4c
__j
133
WELDING ROOM 0 0
0
0
EXP. NEW
144 INSTRUCTOR OFFICE 0 0. 0
JAI
PLUMBING FIXTURES
LEGEND
IDOOFR NUM5ER
EXISTING:
pRiNKiNc-4 FOUNTAIN (QUANTITY -1)
FI~ PIPE EXTINGUISWER W1 MIN.
PF. NON - REFRIGERATOR "ELKAY' MOr,>. 'P EDFF211C
PZATING OF 2A -05-C
UJITH '/2' SUPPI-Y 4 1-1/2'WA5TE.
PpOPO6EP a' CMU WALL
WATER CLOSET (QUANTITY -5)
ujc. Amr=-R-ICAN STAN12APD- -CAPET' ADA Iro-112I`1°-1
ELONGATEP, 110 GFDF, MOE). 0 21598.012
NOT PART OF SCOPE
A B
DOOR TYPES
NTO
I
w
LAV.
AV.
LAV. i LAV.
I® ,, I e 9; up,
LAV. wc
WC
WC
us
L
NEW
EYE -WASH
STATION
ul-
V.
m
-- - - - -------_----- ........ -------
Iff
2' VTR
"HI � II
"I
L,
ml
2® VTR
4-
4- r)F
LAv.
LIS, wC
LAV
use
4- LAV. WC
JWC-
wC
4'
WC
--..Knmmmm REINKE= BEEMM mainsomrA—
ISOMETRIC NOTE
0 ISOMETRIC PROVIDED TO CLARIFY PIPE ROUTING ONLY.
DRAWINGS ARE DIAGRAMMATIC AND EXACT FIXTURE
LOCATIONS, CONNECTIONS, FITTINGS AND MINOR PIPING
OF SETS ARE NOT INDICATED AND SHALL BE SUBJECT
TO HELD INSTALLATION AND CODE REQUIREMENTS.
NEW PLUMBING FIXTURE SHALL INCLUDE (2)
NEW EYE WASH STATIONS, (1) NEW WATER
CLOSET AND (1) NEW LAVATORY. ALL
OTHER FIXTURES ARE EXISTING AND SHOWN
AS SCREENED LINES.
CONIC. FLOOR SLAB
MIN. 4�
4"
X
MI x>-'
CLEM 6
FLOOR
SPACE
. .... ... .... .... .... ... .... ....
VMIN 6- MAX
CLEARANCE TOE CLEARANCE V-om MIN
SEE PLANS —i LAVATORY PLAN VIEW
F01 0 0 0
BUILIDING KEY PLAN-Ist FLOOR
x
011
NEW;
... .. .....
TOILElt
145 J/ EYE
9
�*W,6:411110453 ImlalqZ
EYE
WASH
IN
INSTRUCTOR
OFFICE
144
EQUIPMENT EQUIPMENT
LOOK UP
x
Ell
I
AA 0000606
Q�
t'_
CC
P,
P4
C/D
E-1
P,
—#�TOP OF M WALL
121-61
014. DOOR
now
WIND LOAD PROVISIONS
DESIGN PRESSURES IN PSF
FBC 2010
DOOR NO,
TYPE
ROUGH OPENING
TRIBUTARY AREA
DESIGN
DESIGN
PRODUCT APPROVAL
PRODUCT, APPROVAL
IMPACT/SHUTTER
PROD. APPROVAL #
C\l
+ PRESSURE
PRESSURE
+ PRESSURE
- PRESSURE
SWING
40" x 96"
26.6 S.F.
20.8
-22.6
40,0
-40.0
NONE
-
RO LL -U
12°x10'
120 S.F.
18.5
-20.4
40.0
-40.0
NONE
-
ROLL -UF
12°x10'
120 S.F.
18.5
-20.4
40.0
-40.0
NONE
-
O
SWING
40" x 96"
26.6 S.F.
20.8
-22.6
40.0
-40.0
NONE -
11111111' rl
'111 11111111 ;0l tinit 1, 111111 jgl
021
................. W.
\—NEVI 12 X 10 OR POOR \—EXISTIW4 COL"O TO REMAIN
e T �EL E �VA T EIQ N�
LE.
az^kv 1 Im.3 %A ku W014". PM%W
RTL���TEL�EVA�TIQ�N. COL"S TO MEMAIN
E�-
RT�!!��T E�LEV�ATI�ON
r
0
, I I , , , , , .,-.. I I I �k 1 .1 , , 1 1, r I ' , , I , -,'11-Iii , ' I- '.,' 'I I , , ' - " I - 11111 ' 1' T - ' " I ' - 11' -- ' I I I' T I ' '- ' I T- - - _.I-. 1' ,iiia ' I' : ' - I . I I . - r._..I , , . , , , i I I I I 111 111 ' I,.',. I ' ' I I : 1 11 T- F : rll "11[ .I,.1'11-, 1 ' 1- 1- 1 r I , 1 " I , - I - ' T -1 1 '� l -r- : n.,"-,_ 1 11 , -i 1, 1 ., , I I [ . I I I :
eq -"la �/"/
AA 0000606
R E V I S 1 0
r OF
cc
I,-
cn
C\l
P4
H-4
-J)
R E V I S 1 0
r OF
r..
c. I
i J w �_
i � i; ,.
.. � � � .�
,��� ��� '
9
I I
.,-
9
I r
I
y
JLI
ELECTRICAL
tl., SPECIFICATIONS A1
1.01 RELATED ri_ OTHER CONTRACTDOCUMENTS COMPEEMENT
REQ111RE.11EATS
1._
THIS SECTION. AL EIECTRICAL REQUIREMENTSPi THE WORK OTHIS SECTION.
1.02 WORKDED: PROVIDE ALL MATERIAL 1' LABOR FOR A COMPLETE ELECTRICAL INSTALLATION.
i
�NCLUDE THE FURNISHING OF ■, SUPERVISION, f■.11 METHODS,
1' LABOR FOR THE FABRICATION, INSTALLATION,A■ ■ t'1 TESTS REQUIRED.
1.03 CODESAND STANDARDS INSTALLALL WORK1•i,a, NE APPLICABLE ICA
IF
FOLLOWING:
1 1D Ili
fRrz BUILDING 1D'_ CURRENT ADDITION
■s ALL APPLICABLE 3r E
4.AMERICANS WITH DISABILITIES 1992.
14 PERMITS AND INSPECTIONS: OBTAIN AND MAKE ALL PAYMENTS 1• PERMITS AND INSPECTIONS
!EQUIRED. AT THE1' OF 1 BEFORE FINAL ACCEPTANCE OF THE ELECTRICAL
WOR PROVIDE EVIDENCE OF FINAL INSPECTION AN APPROVAL BY THE AUTHORITIES y
JUIOSDICTIOV.
i':rf•�"' I ,Tait
pari, 1 iR.3.a• rl,a,, 1 `r : � , 1, .. i `r � r31- - 1, f* Ir,: ;, 1
1" 3 s f ■. r I,r.A., 1 #' s,' __ °,'' i' 1' � .1�
is
'.:,;- 1�1.a " 'j .F � " ori ■e:�. . :t 1 ,.'..r ! iw■ri;:a 1 � ° 7 1'
lr��. _. .. .: I ,Tfi."A 1 • 1-_' _� �r"p w=°"� '.�1 i _1'�i - 1
is ■ ".r 1'" a i o%s." a + 1 xr1 1� t a
f"! r� � w a .,. �- r _i ■, ._ 1� ,, 1 R . 1 1 Ira t ,1, '
a � p � ■' i ■ , r ■ 1':1 ea.' p ,, ' !1 �� -r . - : `. 1 "i �li'�
f rrir Fal'- ii,■�, " '. a .,� , , _ . 1
`r.,l',' i":1 i^ i' ` _ + i', :� i 1 :. sr r. _ Si 1 i 1• 3R, •
=Ar t' - Al�;ii - r - A• s r'�� � i` � ''�i .1 f.....
/fir_ � r 1' ir' 1■' -1■ 1 !: a -
i'; i�_'- 'p � ■ • .t. P �` I-* it :`+ " 1 r!I-1 1 il
1 A 7
iy ■,t : _ 1 - A �- +A".`1 3 1 pri r i ,1, r.': • 1';.
o - o -i o AA 1, r r. - r•I �'� 1
A : s r :- i ■ � ` 1 . ' � Ise
3,
■ 1 t` t 1 1. `i C■` I t, :1
7n= f "•� 1., ,t 1' KIK L � 1 Iw J1 I w■ -1 '" 1 ,}A �'� ■iii.
�I
1 r:- ia. j - •il _
fr. � . i i . f F r - -. . 3 u _., r., ,, ,_ 3 ..:- d' i ■ _' r t , r ,_ 'r , r -. i `
. ., ,3 � .1 1 r l . i ` 1 ' f r ' ,, .• � r. ° 1 d �r � f ' -... i : 1 l .
"i '11 11
'�f i;_ aA. . 1 . •1 ','1 , 1 i 11` i, 1 ;1 �o, 1 "::y �' 1
� 1■113 " 1 1 ^: f r_, t-, �1 , ., +� 1 k
- � ^ 1 • 3 li f � i � 'Ia A i 1. ''i i ` w k .a -
i,_ a"y • A 1" >!w1• 1 i 3 t z .1 tr,� - f rf.. A
,'.: '+; I I:1 s 1; r 3.1; i ` /A • 1 :.., i ;1 f _._' f ,
��.I,; w, .a,1• Ir 1,� i'1 -' f 1M .s:� i• i; 1� r1 ,, 1'i-'.
w is � ,t iw .i` ';_' 1 i11• _1 1 La, i` - I,..i'
r r I R `� -. a r i r , ;_ w � i � .r r 1, 1- _, s `. ■ � 1 • 1 + w � .- .-
/
1 � p, i_' �. 11 i; I • ;,. wwl' . I 'r '; 1 f I a1
3 r � _:' A■'` .:. IRS_ ' 1' I ,Iw ,ws1 _ : • �,■i,; ;rAA -
2.06 OUTLET BOXES
GENERAL USE BOXES: GALVANIZED, PRESSED STEEL UNITS OF PROPER DEPTH AND GAUGE REQUIRED
BY THE OUTLET LOCATION.
(i i r PLASTER
AE OR
COVER A NECESSARY, ACCEPTABLE
MANUFACTURERS: `AO, STEEL CITY, OR ARCHITECT
APPROVED EQUAL.
SPECIAL BOXES: r SHEET METAONSTRUCTION 1 SIZED IN ACCORDANCE THE
BASED 1 :ER OF CONDUCTORS i SPLICES TO BE HOUSED. FOR SPECIAL
BOXES AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER.
2.07
. ROVIDE SINGLE POLE, TWO -POLE, THREE-WAY, FOUR-WAY, MOMENTARY, LIGHTED, OR PILOT -LIGHTED
AS REQUIRED 1 TI CONTROL LIGHTS OR
TOGGLE:1 AMPERE,rVOLT,EA'DUTY,COMMERCIAL SPECIFICATION 1GRADE,QUIET
TYPE,
COLOR TO BE 1 BY OWNER.
,*LATES: PROVIDE PLATES ON ALL SWITCHES 'RECEPTACLES SPECIAL DEVICES, AND OUTLET BOXES,
JSE SMOOTH BAKELITE PLASTICCOLOR T1 MATCH : fE -
2.09 1, ■
.3ANELBOARDS: PROVIDE PANELS OF THE DEAD FRONT, CIRCUIT BREAKER TYPE, IN ACCORDANCE WITH
THE PANELBOARD SCHEDULE. PANEL SHALL BE PROVIDED WITH SOLID NEUTRAL AND GROUND BUS
CONNECTIONS. AIC RATING SHALL BE AS INDICATED fTHE SCHEDULE.
"
1 LIGHT FIXTURES:
PROVIDE FIXTURES IN ACCORDANCE WITH THE LIGHT
FIXTURE FLUORESCENT
ELECTRONICBE P FIXTURES INDICATED .rS "DO NOT SUBSTITUTE"H BE SUBSTITUTED.
ALL FIXTURES SHALL BE PROVIDED WITH U.L. LABELS AND SHALL BE LISTED FOR THE ENVIRONMENT IK
WHICH THEY ARE INSTALLED.
CONNECT EXIT LIGHTS, EMERGENCY INVERTERS AND EMERGENCY BATTERY LIGHTS TO LOCAL CIRCUITS
4HE0 i VITCVIVG.
3111m 12l r i 1 rr r
R1211. 11011911'
' 1i�f. ,■r'i';1 � 1 ara 1 r .1 i �
r i � � rr:.-■� i;`- it "__ 1; �" i ' i `,f• ■ If
r 4
^A ■.z . 1�i R 1 wh , r1 1
r
Z610 1111;FAIIIIII161110
li ! 1 � 1 :-1' ■ 3,
`` '�:1%•l 1 1�
4 -
r
;ar .,1■ 1 ,■ �I r`Ir �l` „r 1'. l _.}' i
.•� ,, w, 11 i I• "■ �1 .f •;- : � r_ •, .a 1, i u 3.1>
1� ■■1 1 r; �:
i - ,� A,r,r rR,1 1 a rl � ■rll, A'',1
r rrll �,, : � .. 3:1: "1' r 1'! ,IIs` `" 1 'i 'I z= i ■ ;.'
. 1 i
'w IRr I"t" l ■.i ri,, ,11"; a A! a r 1'x:1 ii �'.',
� A'I " ;■I ` 'r' t`yl n "i_�, 1 I, r sx
I , I A...i � 1 :. 'A t ► iw 1.t 1 •i' 1 zw ii Ir AA1"r
1■A, 1" 3 rl 1 • z 1 Is.' 1 ■:_ wrfr :": i' ' !'' -
�� 1, i'- iR � .-� _- fr ■ �■r ���.,
i� >, ir, .. 1 - IrA.� 1 � •} _ � iri 1
• •t ;'a'.n a+ ''1 I A 1 f' I 1 , w.. 1 I' `i I �"'I
1' i rl ,f a 1 i � l 1" 1 .1 •1, ■r i I;
a
w ,r r s i . i '_ : 1 ', . i" r, '':I 1 '- ''1 ! 1 a ► r a' I �. r a . r .P
r
• nis 1 a" i■ r; ,1 1�.t, �1 3 1;
i a,"I w A - ..i.- I.. i�rr :war iw i t, ■� i _.i
r i
■s, -1r 3' .R 1 r;.I .�.. I,R, -:.! r' : 1 I',% r
ELECTRONIC BA.
LAST
EMERGENCY BATTERY
UNIT -HIGH INTENSITY
MEMO
TE
CHAIN1. FIXTURES BY COOPER, LITHONIA AND PHILLIPS ARE PRIOR APPROVED
2. •fM STRUCTURETO i AFF.
All
WE
WRIM-1i All
NOTE
- THESE ARE STANDARD SYMBOLS AND ALL MAY NOT APPEAR ON THE PROJECT DRAWINGS.
REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS.
1.2
LIGHTING
co
1
OTE.
eD
cq
(N/L) DENOTES NIGHT LIGHT FIXTURE
1
FLUORESCENT FIXTURE -- CEILING MOUNTED
FLUORESCENT FIXTURE e CEILING MOUNTED
r
WITH EMERGENCY BATTERY INVERTER
A
FLUORESCENT STRIP FIXTURE
FLUORESCENT FIXTURE - WALL MOUNTED
®
HID, FLUORESCENT OR INCANDESCENT FIXTURE - CEILING MOUNTED
01
HID, FLUORESCENT OR INCANDESCENT FIXTURE -m WALL MOUNTED
4
UNIVERSAL MOUNTED EXIT LIGHTS, SINGLE AND DOUBLE FACED,
--r
ARROWS AS SHOWN ON LIFE SAFETY PLANS
EMERGENCY BATTERY PACK, HEADS AS INDICATED
til
COMBINATION EMERGENCY BATTERY PACK AND EXIT SIGN
CONDUIT AND WIRE
CONDUIT CONCEALED IN WALLS OR ABOVE CEILINGS
CONDUIT HOMERUN - CONDUCTORS ARE #10 AWG CU
UNLESS OTHERWISE INDICATED. (SEE SPECIFICATIONS FOR
DERATING OF CONDUCTORS BASED ON CIRCUIT LENGTH
AND CONDUCTORS IN A CONDUIT)
T l > l `C7 1
J"_T
RA
co
P4
eD
cq
LL=
-. , ...
rrm.�
f �..
r
A
4
ua
En
til
T l > l `C7 1
J"_T
4v ,
J�LLL_�...,..�
ir` u i Ax T7G )
NEW)
VOLTAGE: 120/201 MAIN: 60p" 4MCB, WITH,'SHUNT TRIP
MOUNTING: SURFACE A.I.C. SERIES,RATEV
SPACES: SECTION: I or I
SERIESVOLTAGE: 120/208/3PH MAIN., 200 MCB WITH SHUNT -TRIP
MOUNTING: SURFACE A.I.C. 22 KA RATED
SECTION: I O,
mmMam-
��
PANEL:
WAI
r
VOLTAGE:
MOUNTING:
120/208/3PH
SURFACE
4.
MAIN:
A.I.C.
SECTION:
200 MCD WITH SHUNT -TRIP
22 KA SERIES RATED
1 OF 1
ImiWELDER
F4
at
0
CIRCUIT LOADLmPS
AMP
POLE
CIR
CIR
AMP POLE
LOAD
PS
EX. FANS
CIRCUIT
LABEL
A B
C CB
N0,
NO.
CD
A
B
C
LABEL
WELDER
40
50
2
1
2
40
3
4
50 2
40
WELDER
WELDER
40 50
2
5
6
40
40
DEMAND LOAD ON PANEL IS 146 AMPS PER NEC 630.11(®) g
PANEL r:
SERIESVOLTAGE: 120/208/3PH MAIN., 200 MCB WITH SHUNT -TRIP
MOUNTING: SURFACE A.I.C. 22 KA RATED
SECTION: I O,
mmMam-
��
PANEL:
WAI
r
VOLTAGE:
MOUNTING:
120/208/3PH
SURFACE
4.
MAIN:
A.I.C.
SECTION:
200 MCD WITH SHUNT -TRIP
22 KA SERIES RATED
1 OF 1
ImiWELDER
F4
at
0
CIRCUIT LOADLmPS
AMP
POLE
CIR
CIR
AMP POLE
LOAD
PS
EX. FANS
CIRCUIT
LABEL
A B
C CB
N0,
NO.
CD
A
B
C
LABEL
WELDER
40
50
2
1
2
40
3
4
50 2
40
WELDER
WELDER
40 50
2
5
6
40
40
7
8
50 2
40
WELDER
WELDER
WELDER
40
50
2
9
10
40
40
11
12
50 2
40
WELDER
WELDER
40
50
2
13
14
40
40
15
16
50 2
40
WELDER
17
18
40
19
20
21
22
23
24
25
26
27
28
29
30
200
72407[200
TOTAL
DEMAND LOAD ON PANEL IS 146 AMPS PER NEC 630.11(®) g
P'.s*l O�u. A * E ]S ��1:89 „w P B)
227 1231 C 243 (TOTAL
2l''�►"111
NEUTRAL BUS
r -pini mn mm
r
PANEL r:
SERIESVOLTAGE: 120/208/3PH MAIN., 200 MCB WITH SHUNT -TRIP
MOUNTING: SURFACE A.I.C. 22 KA RATED
SECTION: I O,
mmMam-
��
r
0
41
4.
MEN
ImiWELDER
F4
at
0
N
EX. FANS
WELDER
CQ
31 -
WELDER
WELDER
WELDER
P'.s*l O�u. A * E ]S ��1:89 „w P B)
227 1231 C 243 (TOTAL
2l''�►"111
NEUTRAL BUS
r -pini mn mm
r
r
0
41
4.
F4
at
0
N
CQ
vl� Y*�• ? °gip { ''.'_> )
0
41
F4
0
CQ
vl� Y*�• ? °gip { ''.'_> )
I i
II I
���..a .awµ� �L . w �,w.lu �L: _----•--—�...vl.l�.i..y,Ys�.o,,
DOOR SCHEDULE
sw�
FINISH
f
01
DOOR NUM5ER
MIRROR
ROOM
€1.
BASF
WALLS
GLG HT.
NOTES
PROPO6ED 8® CMU WALL,
48° A.F.Q. f ESS. KNITS
C2
C'J C�2
E)PAPER
pOAL(RECES®)
I
6OAP DI OER
Q
TOILET PAPER HOLDER (DOUBLE)
i
FINISH ON INTERIOR WALLS
Q
ALL LOCK5ETOAL
& CLG SHALL BE MINIMUM
Lq
CLASS "Cw
E-
V 1.
r I.iJ
U
v
,
o-
-1
01,
I"SATUW":OOMMERCIAL
' C 7
DUTY.
w 47
a
V
,
� ,
vi
�
.
ti
Z
C7
�'
'
J
2. HAtRpwAIRE: FINISH U5290
:z
Lu
--j
133
ROOM
EXP.
NEW
144 J%LDING
UCTOR OFFICE
910®O"
I
•
.I:
1i
1.
I �,
WE
.�.
WON
sw�
FINISH
01
DOOR NUM5ER
MIRROR
ROOM
DISGRIPTION FLR
BASF
WALLS
GLG HT.
NOTES
PROPO6ED 8® CMU WALL,
48° A.F.Q. f ESS. KNITS
C2
C'J C�2
E)PAPER
pOAL(RECES®)
I
6OAP DI OER
Q
TOILET PAPER HOLDER (DOUBLE)
NOT PART OF SCOPE
FINISH ON INTERIOR WALLS
Q
& CLG SHALL BE MINIMUM
Lq
CLASS "Cw
E-
V 1.
r I.iJ
U
v
o-
-1
01,
' C 7
w 47
a
V
� ,
vi
�
.
ti
Z
C7
�'
'
J
-q—
CV ®
:z
Lu
--j
133
ROOM
EXP.
NEW
144 J%LDING
UCTOR OFFICE
910®O"
LEGEND
01
DOOR NUM5ER
MIRROR
FIRE EXTINGUISHER UJ/ MIN.
POUKE
TING OF 2A-1® ®C
(BEHINIP BATW POOR)
�4
PROPO6ED 8® CMU WALL,
48° A.F.Q. f ESS. KNITS
C2
C'J C�2
E)PAPER
pOAL(RECES®)
I
6OAP DI OER
Q
TOILET PAPER HOLDER (DOUBLE)
NOT PART OF SCOPE
Ary B
DOOR TYPES
U6
E
LAV. I i LAV.
I° p LAV. ' LAV.
8 R
f � ,
LAV.
.uR
wc
LAV
TO EXISTIW3
WATER
I I
�MA�T
L
NO. PESCRIPTION
MIRROR
GRAD BAR, "
POUKE
AR - 42°
(BEHINIP BATW POOR)
�4
T L �I
48° A.F.Q. f ESS. KNITS
C2
C'J C�2
E)PAPER
pOAL(RECES®)
I
6OAP DI OER
Q
TOILET PAPER HOLDER (DOUBLE)
m
us.°
I. TOP ANP/ OR E30TTOM RUNNERS
G) 2. SOUND ATTENUATING INSULATION
�--'' 3. SUSPENDED ACOUSTICAL CEILING
4U/ INSULATION ABOVE
4. I/a " GYP. 5P. WALLS
�— D. 3-1/2" GALV. METAL STUDS, U.O.N.
MIN. 24 O.C., MIN. 25 GAUGE
a
(2 FOR INTERIOR PARTITIONS STUDS
`�—�
ARE FASTENED TO TOP AND 50TTOM
TRACK WITH 1 010 TEK SCREW EACH
0 SIDE OF EACH STUD. 50TTOM TRACK
IS FASTENED TO FLOOR WITH PAF AT
CONC. FLOOR 5LA5
24 ° O.C.
e®S�
CLEAR
FLOOR
o SPACE �$
� s �
s
t.
-fill
A
41®0" M N
LAVATORY PLAN VIEW
omm
a
4°
x"
4°
�i
us.
2' VTR i
m
Uv.U1C 4® LAV.;
J i LAV. ;
LAv
LAV a U!O
IR -
/
/
/
/ I
2" VTR
/
NEW
EmwA6H
STATION
~ I Nr=W
1
LAV. 4-
I-Va.
I
i
i
NEW
i
lots° NEW
EYE -WASH
STATION
ISOMETRIC NOTE
® ISOMETRIC PROVIDED TO CLARIFY PIPE ROUTING ONLY,
DRAWINGS ARE DIAGRAMMATIC AND EXACT FIXTURE
LOCATIONS, CONNECTIONS, FITTINGS AND MINOR PIPING
OF SETS ARE NOT INDICATED AND SHALL BE SUBJECT
TO FIELD INSTALLATION AND CODE REQUIREMENTS.
NEW PLUMBING FIXTURE SHALL INCLUDE (2)
NEW EYE WASH STATIONS, (1) NEW WATER
CLOSET AND (1) NEW LAVATORY. ALL
OTHER FIXTURES ARE EXISTING AND SHOWN
AS SCREENED LINES.
0 FEN 10 0
BUILONG KEY PLAN -1st F
ow
(:2 ) ENLARGED FLOOR PLAN
SCALEw S/1��m1°®gym
AA C000606
09-18-14
BLDG.DEPT.
�4
C
C2
C'J C�2
Q
Q
W
E-
V 1.
r I.iJ
' C 7
w 47
a
�
09-18-14
BLDG.DEPT.
C/2
09-18-14
BLDG.DEPT.
—OTOP OF CMU WALL
O.I. DOM
101-01
NEW 3010 W.M. DOOR —/
WIND LOAD PROVISIONS
DESIGN
In, I
.............
IN PSF
FISC 2010
DOOR NO,
TYPE
ROUGH OPENING
TRIBUTARY AREA
DESIGN DESIGN
+ PRESSURE PRESSURE
-------
MAIM
—OTOP OF CMU WALL
O.I. DOM
101-01
NEW 3010 W.M. DOOR —/
WIND LOAD PROVISIONS
DESIGN
PRESSURES
IN PSF
FISC 2010
DOOR NO,
TYPE
ROUGH OPENING
TRIBUTARY AREA
DESIGN DESIGN
+ PRESSURE PRESSURE
PRODUCT APPROVAL
+ PRESSURE
PRODUCT APPROVAL
- PRESSURE
IMPACT/SHUTTER PROD. APPROVAL #
20
SWING
40" x 96"
26.6 S.F.
20.8
–22.6
40.0
–40.0
NONE –
ROLL–U
12'x10'
120 S.F.
18.5
–20.4
40.0
–40.0
NONE –
O
ROLL–UF
12'x10'
120 S.F.
18.5
–20.4
40.0
–40.0
NONE –
SWING
40" x 96"
26.6 S.F.
20.8
–22.6
gi
40.0
–40.0
NONE –
El
C"
\—NEW 12 X 10 014. DOOR
\—EXISTING COLUMNS TO FREMA
6 ?U LI
LE -TI
T COLUMNS TO FREMAIN
82�R
LF—
�RT I E�LEV�ATIO�N
LE.
AA 0000606
R E -T I S 1 0
09-18-14
.BLDG. DEPT. VEVE',
PIE
5 0 F 12
cc
ht
co\l
q 'o
Cf�
CD
cf2
gi
El
C"
la.
Ca
R E -T I S 1 0
09-18-14
.BLDG. DEPT. VEVE',
PIE
5 0 F 12
4-�
Cf�
CD
cf2
gi
R E -T I S 1 0
09-18-14
.BLDG. DEPT. VEVE',
PIE
5 0 F 12
LINTEL SCHEDULE
MARK DESIGNATION SPAN
YWti -Y
Lw8F6 05/OT �A 1
NOTES:
1. ALL LINTELS 5Y CA6T-CRETE OR APPROVED EQUAL.
2. OTHER LINTELS AC EPTA15LE 5Aerm UPON
CAPACITIES STATED IN LINTEL SCHEDULE.
3. SEE MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL,
QUI MENT6.
F4 -ALL. LINTEL$ SMALL, NAVE A MIN. ro° SEARING LOAD ON
EACH SIDE.
— 1-1/2' CLEAR
- 5A m TOP
MIN (1) Q'D
GROUT
r z a BOA'. OF
LINTEL CAVITY
I 3/4'AC l..
b" ItlO I.
LINTEL TYPE DESIGNATION
6CAI=E= 3/4®®I' ®OA
NTEL COURSE
CONT. I
O , HOOK
Epoxy
:r T9
lNG COLUMN
m
'^r0PR.
WALL SECTION
! CEILING ANIS
,DER TO
SOFFIT
L �1 0
w •,
C�U ND IPLAN
AA 0000606
nz
21
[
c
_
_
e
�—d
W
+T
� cC�
NTEL COURSE
CONT. I
O , HOOK
Epoxy
:r T9
lNG COLUMN
m
'^r0PR.
WALL SECTION
! CEILING ANIS
,DER TO
SOFFIT
L �1 0
w •,
C�U ND IPLAN
AA 0000606
�24-
nz
21
[
c
�1
e
�—d
W
� cC�
W
PQ
C
a
C7
C"7
�24-
r�r
[
c
�1
e
09-18-14
,BL
.- -
M E 1 V `
I'I 1111
I' , I. IIIIV f.e
� I
i it I i s