HomeMy WebLinkAbout3085 St Johns Pkwy 04-389, 04-674 Sprinklers and New Constructionr
f , A
SANFORD FIRE DEPARTMENT
} FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI. 32772
(407302-2520 / FAX (407) 302-2526)
Pager (407) 918-0395
Plans Review Sheet
Date: December 19, 2003 Business Address: 3085 St. Johns Parkway
Oce. Ch. 40 Industrial
Business Name: Sanford Auto Auction (Service area) Ph. ( )
Contractor: Wigginton Fire Sprinkler• Inc. Ph. (407) 831-3414
FAX (407) 831-5740
Reviewed f l Reviewed with comment [X ] Rejected l l
Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner
Ordinary Hazard Group two (2)= MAXIMUM STORAGE 12' FEET HIGH IN WAREHOUSE
Per design criteria (see street file)
Comment: Instillation of 109 —(Tyco Heads)
12 - Tyco '/2" Tyco Chrome Rec. heads K- factor 5.65
97- Tyco 3/4" 165 degree heads S.R. BR. SSU Heads
Application— Per N.F.P.A. #13-1999 ed, 2-1.1 *
Service area is designed as "Ordinary Hazard Group #2"
• 2 Hour hydro and flush on under ground
• 2 hour above hydro
• Tamper switches required on all outside and inside fire sprinkler valves, including all outside valves
• Backflow Prevention valves
• Water flow switch required on riser
• Label fire inspectors test valve
• No storage in ware house over 12' ft high per design criteria
Place signs on inspectors test reading (Inspectors Test Valve)
. Oyp",
i
FLOW TEST
EFFECTIVE HERE
POINT OF CONNECTION - BEGIN SCOPE OF WORK
STATIC: 68 PSI
RESIDUAL: 58 PSI
WIGINTON FIRE SYSTEMS TO PERFORM
FLOW: 1890 GPM
WET TAP OF EXISTING 8" CITY WATER
DATE: 9/26/03
MAIN WITH 8"x6" M.J. TAPPING SLEEVE
BY: CITY OF
AND 6" M,J.xFLG. RESILIENT WEDGE,
SANFORD
N,R.S, GATE VALVE & ROAD BOX,
STRAIGHT PATTERN ROUGH BRASS F.D.C.
AND WAFER CHECK VALVE (SEE D TAIL).—-6" M.J. C,ATE VA.
UG2 ROAD BOX (SEE D
BF1
I
CD
CD
I'LUME 1(IYP)
NEW 3-WAY FIRE - ---- . �l )
l POINT OF SERVICE , HYDRANT (SEE DETAIL)
P
NORTH
- _......
W/
ETAIL)
r
IJ
- -
- —�_
�
--
i
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,
6 }
I
i
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I
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o
4" FIRE SPRINKLER RISER. SEE
SHEET FP2 FOR DETAIL. SEE
THIS SHEET FOR LEAD-IN DETAIL.
00 h-- 49.-5"
DL _i AIL L3LDC
FIRE PROTECTION SITE PLAN
10 15 Q 15 310
SCALE 1"=30'
UNUtKUKUUNU NU I tJ
1) UNDERGROUND PIPING TO BE DR-18 CLASS
150 PVC UPSTREAM OF B,F,P. DOWNSTREAM OF
B.F.P. PIPING SHALL BE DR-14 CLASS 200 PVC.
2) PIPE TO BE INSTALLED 36" BELOW GRADE,
WITH PIPE LETTERING FACING UP. PROVIDE
METALLIC BURY TAPE ABOVE ALL PVC PIPE.
3) UNDERGROUND PIPING INSTALLATION TO MEET
THE REQUIREMENTS OF NFPA 24 AND CITY OF
SANFORD UTILITIES STANDARDS,
4) SEE PRODUCT SUBMITTAL DATA PACKAGE FOR
ALL UNDERGROUND MATERIAL SPECIFICATIONS TO
BE USED ON THIS PROJECT.
FINISH GRADE OR PAVING
ADJUSTABLE SLIDING ---
TYPE ROADWAY BOX
SERVICE BOX W/ "WATER"
CAST IN COVER
II � AWWA VALVE
� r UNDERGROUND PIPING
AWWA VALVE D ETA! L
NOT TO SCALE
NOTE:
4 1/2 PORT SHALL ALWAYS
FACE STREET OR DRIVEWAY _zQ
HYDRANTS TO BE INSTALLED AT
BETWEEN 4' AND 18' OFF odd
CURB UNLESS OTHERWISE -N
DIRECTED BY CITY.
GRADE OR ROAD
6" AWWA VA. W/ RWB
6" M.J. TEE
6" FIRE MAIN
6" B.B. PVC TO HYDT.
PUMPER HYDRANT �\ ��
5-1/4" BARREL
FIRE HYDRANT DETAIL
NOT TO SCALE
4" FLANGED TEE
4" WAFER CHECK VALVE
4%0-4 THRD.xFL GALV. NIP.
A-
4%2-1/2%2-1/2" R.B. CM
F.D.C. W/ BREAK CAPS--'
4" FEBCD MODEL 856
DOUBLE CHECK DETECTOR
BACKFLOW PREVENTER
4" OS&Y RESILIENT WEDGE
/ GATE VA, W/ TAMPER SWITCH
/ (TYPICAL FOR 2)
4" FLANGED ELL
36" MIN. 4" M.,. 90' ELL
RESTRAINED WITH
MEGA -'LUGS
4" BLUE BRUTE PVC l
CLASS 200, DR-14 4"6" RED. M.J, 90'
ELL RESTRAINED
WITH MEGA LUGS
GRADE
4" x 5-0 FLxPL CL. 50
D.I. SPIGOT (TYP. FOR 2)
6 BLUE BRUTE PVC
CLASS 150, DR-18
BACKFLOW PREVENTER DETAIL
NOT TO SCALE
CV
4" DR-14 C-900
//,--4" UNIFLG.
FIN.
4" x 5-0 PLxPL CL.50 D.I. PIPE
W/ FACE OF UNIFLG. @ 12" AFF
4" M.J. ELL W/
MEGA —LUG RESTRAINT
SPIGOT DETAIL
NOT TO SCALE
NO. DATE REVISION DESCRIPTION BY
Ujiginton
A" FIRE PROTECTION
ENGINEERING, INC.
■ Orlando, Florida Tampa, Florida ❑ West Palm Beach, Florida
(407) 831-3414 Office (813) 623-2333 Office (561) 540-4420 Office
407 831-5740 Fax 813 620-0333 Fax 561 540-4490 Fox
❑ Jacksonville, Florida El Miami, Florida El Melbourne, Florida
904 262-6107 Office 305 888-2402 Office 407 722-5585 Office
0 12/5/03 ISSUE FOR AHJ APPROVAL SAS 904 262-6108 Fax 305 888-3804 Fax 407 722-4775 Fax
k J , ., . _-
REVIEWED
By�
Sanford re
eve tion Div.
Date: --___.__La MCI®?
RECD
nFr. 0 2003
N L N
CD
01 N
O
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�t Cn a—
U W Q
W Z 0_
CAS �Q
W rn 2 F-
Q _M O
10 a00
WIGIATOA Rff INUIS
INITIALS DATE STATUS
�o71t° 12/5/03 SUBMITTAL
FAB & INSTALL
AS—BUILTS
FIRE PROTECTION SITE PLAN
S.A.D.E. DETAILING BLDG.
2851 JEWETT LANE
SANFORD, FLORIDA 32711
DRAWN BY: S. SCHRADER DATE: OCTOBER 10, 2003
SPRKS. ON JOB:109 SCALE: 1" = 39
APPROVALS: CITY OF SANFORD
CUSTOMER NAME: MCKEE CONSTRUCTION
CONTRACT NO. 2010188 1 SHEET NO. FP1 OF
2
LEGEND
Q
NEW BRASS UPRIGHT HEAD
O
NEW PENDENT HEAD WITH
RECESSED ESC.
NEW BRANCH LINE
NEW MAIN
PIPE HANGER
O
HYDRAULIC CALCULATION
NODE POINT
4"0" RED.
GRV. COUP.
3" TO SYSTEM
H3 o
�.
2„ CL] I / 6 HEAD CAB, W/
TYP. ALL WRENCH
....
BRANCHLINES ON 4 0 _ FLOW SWITCH
THIS AREA ally
(off ALARM BELL
4" RISER CHECK VALVE
OVERHEAD DOOR IS CANIISTER ROLL I TAI H11/I i ii (i9^�'� / H4 ' I ' `'1' t1" W/ TRIM. (G-G)
UP TYPE. NO HEADS REQUIRED.--,,,,,f / AREA* ! / O,f + I ,
DETAILING , I OVERHEAD DOOR IS CANIISTER ROLL
E c T 3' 4 200 �� ! ��/�•�\� RN 1\'� UP TYPE. NO HEADS REQUIRED. o
1 1 I I
c, <0 ! `_ 0-4 �� 3' �`' 3' �`' 3' �� 3' 0 3` �� 3' �� 3" �� 3' �� 3' �� 3' it / 4
a� 3'�� / 3' % i 01
I f s II 1 3. 114'-2 1/2" -I '
4,Iry 13-2 12-10 12-6 5-11 5-4 11-3 11-3 11-3 11-10 12-6 I 12-10 13—f I
�c 1 T RN3 RN2 0— !
I 4yj/ // x 2 DRATCD
> 2 ^ v' FIN. FLOOR
NORTH
RE SPRINKLER PLAN
1/8" = l'-O"
�Iy I
SCALE 1 /8"=1 '-0"
4" CL. 50 D.I. SPIGOT,
SEE SHEET FP1 FOR
LEAD-IN DETAIL.
RISER DETAIL
NOT TO SCALE
STRUCTI IDAI
FRAMIN(
SELF -DRILLING, SELF -
TAPPING METAL ANCHOR
EQUAL TO "SAMMY'
DSTR V W/ RET. NUT
ALL -THREAD ROD
HANGER RING
HANGER #12A
BOTTOM STEEL ANCHOR
STEEL AND/OR CPVC PIPING UP TO4' DIA.
1-1/2'
1 Z"x 1 1. GRV.
ADA-CAP -
I
r\
1" GLOBE VA.-\
DESIGN NOTES
1) NEW WET PIPE OVERHEAD SPRINKLER
SYSTEM DESIGNED IN ACCORDANCE WITH NFPA
13-1999 FOR THE FOLLOWING:
A) DETAILING AREA: ORDINARY HAZARD
GROUP II MISC. STORAGE OCCUPANCY, NOT TO
EXCEED 12 FEET IN STORAGE HEIGHT. MAX.
HEAD SPACING NOT TO EXCEED 130 S.F.
B) OFFICES: LIGHT HAZARD OCCUPANCY.
MAX. HEAD SPACING NOT TO EXCEED 225 S.F.
SEE TITLEBLOCK FOR HYDRAULIC
CALCULATION DESIGN INFORMATION, AND HEAD
SELECTIONS,
2) ALL WORK SHALL BE DONE IN
ACCORDANCE W/ NFPA 13-1999 AND LOCAL
CODES,
3) ALL HANGERS AND MATERIALS TO BE IN
ACCORDANCE W/ NFPA 13-1999.
4) PIPE LENGTHS NOTED CENTER TO CENTER.
5) HEADS ARE TO BE INSTALLED UNIFORMLY,
BUT ARE NOT REQUIRED TO BE CENTER OF
TILE IN OFFICE AREA.
6) NO FIRE EXTINGUISHER, PAITING OF PIPE,
WIRING, OR MONITORING SERVICES ARE TO BE
PROVIDED BY THE FIRE SPRINKLER CONTRACTOR.
7) ALL CEILING HEIGHTS IN OFFICE AREA ARE
TO BE 9'-0" UNLESS NOTED OTHERWISE ON
PLAN,
HANGER LOCATION DETAIL
PIPE SIZE
A
B
C
1"
2'-0" MAX.
6'-0" MAX.
3" MIN.
1 %"
2'—D" MAX.
C-6" MAX.
3" MIN.
116"
2'-0" MAX.
7'-0" MAX.
3" MIN.
A
B*
C
HANGER RING
4
STEEL PIPE
PENDENT SPRINKLER HEAD
* MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES
HANGER LOCATION DETAIL
PIPE SIZE
A
B*
C
1 "
S-0" MAX.
12'-0" MAX.
3" MIN.
1 %"
4'-0" MAX.
12'-0" MAX.
3" MIN.
1'/h"-8"
5'-0" MAX.
15'-0" MAX.
3" MIN,
A B"
ILI
C
I
UPRIGHT SPRINKLER HEAD
STEEL PIPE
L HANGER RING
* MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES
I
N
c O V
I I
v V
\
0
1" x 1-6 T—T GALV,
cV d�
V
u
�1 " GALV. ELBOW
N
ch cD
R SMOOTH BORE CORROSION
C-- 3
�
ci,
CD~—
RESISTANT OUTLET GIVING FLOW
�
Z
EQUIVALENT TO ONE SPRINKLER
CD.?
w
�
Z
INSPECTOR'S TEST DETAIL
w
N
NOT TO SCALE
00 /
00
00
REC�IVED
mr1 t�Z03
W16111TOA REr1EWt
INITIALS DATE STATUS
rrit',l 12/5/03 SUBMITTAL
FAB & INSTALL
AS-BUILTS
OVERHEAD PIPING PLAN
WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO. DATE REVISION DESCRIPTION BY • • S.A.D.E" DETAILING BLDG.
FLOW TEST FIRE PUMP = CENTERLINE SIZE LOCATION TYPE SYSTEM NO. 1 1 LOCATION DETAIL OFFICES SYMBOL QUANTITY K-FACTOR THREAD TEMP. MAKE & MODEL TYPE FINISH ESC. wiginton
2851 JEWETT LANE
DATE OF TEST: 9/26/03 RATED CAPACITY: = ELEVATION 1" THREADED BRANCH LINES XL HAZARD OH II LIGHT NO. OF SPRINKLERS 12 11 Q 12 5.6k 1/2" 155° TYCO TY-FRB (Q.R.) SSP CHR REC FIRE PROTECTION SANFORD, FLORIDA 32711
TIME OF TEST: RATED PRESSURE: TOS = TOP OF STEEL 1-112"-4' GROOVED BRANCH, MAIN, RISER DYNAFLO SPACING 130 225 DENSITY .20 .10 Q 97 8.Ok 3/4" 185° TYCO TY-L (S.R.) SSU BR NONE ENGINEERING, INC. DRAWN BY: S.SCHRADER DATE: OCTOBER 10, 2003
STATIC PRESSURE: 68 PUMP TYPE: G = GROOVED PIPE END ALL THREADED COUPS. & FITTINGS D.I. K FACTOR 8.Ok 5.6k DESIGN AREA 1500 900 SPRKS. ON JOB:109 SCALE: 1/8" = T-O"
■ Orlando, Florida � Tampa, Florida � West Palm Beach, Florida
407 831-3414 Office 813 623-2333 Office 561) 540-4420 Office
RESIDUAL PRESSURE: 58 WELL PUMP T = THREADED PIPE END 1-1/2" GROOVED COUPS. & FITTINGS STANDARDINSIDE HOSE 0 0 GPM DISCHARGE 598.86 304.3 407 831-5740 Fox �813 620-0333 Fax �561 540-4490 Fox APPROVALS: CITYOFSANFORD
GALLONS FLOWING: 1890 GPM AVAILABLE: F = FLANGED PIPE END 2" -4" GROOVED COUPS. & FITTINGS FIRELOCK OUTSIDE HOSE 250 100 RESIDUAL PSI AT 57.227 41.597 CUSTOMER NAME: MCKEE CONSTRUCTION
El Jacksonville, Florida El Miami, Florida El Melbourne, Florida
904 262-6107 Office 305 888-2402 Office 407 722-5585 Office
TESTED BY: SANFORD PSI AVAILABLE: C-C = CENTER TO CENT R RACK GPM 0 0 CITY 109 HEADS THIS SHEET 0 12/5/03 ISSUE FOR AHJ APPROVAL SAS M4) 262-6108 Fax M5� 888-3804 Fax �407� 722-4775 Fax CONTRACT NO, 2010188 SHEET NO. FP2 OF 2
3- Him. EDGC DIST. FOR
vc-m ITV.' Taa[o1e. _'.
PAIN. EDGE DIST, FOR 3/8•'o
PDWER BOLT— -
3l6- SLIP FOR DOOR '■
EXISTING CONC. OR WIDTH LESS THAN OR 3/8" SLIP FOR DOOR ■
GROUTED FtASONRY EOUAL TO I2"-io I/Z'• ECLUA LESS THAN OR
WALL STRUCTURE 4-1/Z'• Mtt.•, EQUAL E S TH ••
Ex;srING STEEL JAr;6 SLIP FOP. DOOR WIDTH 1/Z-..
3!3•' SLIP FOR ODOR GREATER THAN 1Z EDGE D(ST. SLIP FOR DOOR WIDTH
N.IN. TNl[.✓,KE55 3!B'=— ' 1R" j GR EA TEE' THAK
�lID FH LESS THAN OR j AND LESS THAN IW-10- 12'-10"
EQUAL 7D TZ'-1D-. 1/Z" / AND LESS THArr i5'-10
SLIP' FOR DOOR WIDT" / EXISTING CONC. OR
T!2" / GROUTED MASONRY
FOR FASTENER ! GREATER THAN 72'-10- WALL STRUCTURE
MAX. SPACING, (; AN'D LESS THAN w-10••EMBED/ v
SEE TABLE i , FOR FASTENER - � x
_ MAX. SP ACING, Et-16ED 1; OR FASTENER -W W
SEE TABLE t I+ I MAX_ SPACING:
SEE TABLE I urn `� " �•
'- WIND BAR WIND BAR ANGLE FOR CONCRETE ` i
•- INS TALLA FION V� 3 U a
�.. WINO BAR D� a m W a.
QTYFJCAL PANEL 'MIN.� 1 1•. , \\ .. a e ,
OI TYPICAL PANEL Mlt:. 2 [HA NNEI GUIDE TYPICAL PANEL MIN. THREE 3r16'-c• ZINC 2QCHAMNEL GUIDE THREE 3/i 6`o ZINC O COVETED STEEL BLIND COATED STEEL BLIND ` ThfREE 3/T6"0 ZINC ZD``'HANNEL GUIDE Y RIVETS RIVETS COATED STEEL BLIND _z
iD.IIND LOCK P EVERY �, �` RIVETS ?r
OTHER CORROGATIDFJ (3 EACH (DWIND LUCK @ EVERY "r71ND LOCK (� CVERY
ENO OF SACK PAKELI OTHER CDP.RUGa 71pN (3 EACH THER CORRUGAT;DR (3 EACH >=
END OF Er.CH PANELI END OF EACF PAItE11
WINDLOCK GUIDE CONNECTION VIINDLOCC GUfDE CONNECnON TO CANCRM TO S1 ELIAMB DETAIL Nd{NDLOCIC GUIDE CONNECitOT� TO CONCRETE z'
E1 /s OR GROUTED MASONRY DETAIL (IffSIDE GUIDE) OR GROUTED MASONRY DETAIL (OUTSIDE GUIDE) Y� o
SCALE= 3" z 1'-D" `EZ
�/ SCALE: 3" = 4'-6" F3
SCALE: 3" = 1'-D- 4
TABLE- 1
DOOR SCHEDULE
FASTENER MAXIMUM SPACING
SUPER7tiPOSCD
LOADS
DETAIL E1
DETAIL Q
DETAIL E2
' MAX.
MAX-
3,1B-o -72 r 1- HEX WASHER HEAD TYPE
DETAIL E3
DOOR
k'IDTJf
DESIGN
LOAD
V.
{P_L.F.?
VY
1P.L.F_I
B THREAD FORMING ZINC PLATED STEEL
SCREW PLUS A 3!8"a FLAT WASHER
3/8"6 POWER BOLT ANCHOR
WITH MINIMUM 2" En➢FOMENT
1/f.-O ITW TAPCDN ANCHOR
w;TH -
3/3-a+ POWERS RAWL LOK/BOLT SLEEVE
MIt.IMUM 1-3/eEMBEDMENT
ANCHOR Wi7NMINlHUNi 1-Srs` EMSEOFTENT
STEEL STRUCTURE
CONCRETE
STRUCTURE
GROUTED MASONRY
STRUCTURE
CONCRETE GROUTED MASOKP.Y
STRUCTURE
CONCRETE
GROUTEDhSASOxRY
[MIN_ 3000 PS.I.1
[SEE NGTE No_ 2 7
STRUCTURE•
{MIN. 314S P5.1.1 ISEE NOTE No. 2 1
STRUCTURE
{MIN. 3500 P5.1.1
STRUCTURE
{SEE NOTE No. 2 1
n 35.0
810
223
Iz,
5- 1`•rA
7••
5..
<_ iZ"-T0••
72'
g-
26.0
L78
165
7.. 3"
11-
g-
- IV-10-
a 30.3
1165'
255
g-
12'•
16'-iD"
_
z.26.0
452
ZT9
g••
t, •• IhlA
T�„
T•.
SUPERIMPOSED LOAD DIAGRAM
SCALE: 3- = T-O-
TAKE 1 NOTES:
1. ENTER TABLE I WITJ{ MAX. DOOR WIDTH & MAX.
DESIGN LOAD --SUPERIMPOSED LOADS Va & Vy ARE
GIVEN FOR EACH ODOR WIDTH S DESIGN LDAD
C0115I64ATIDN {SEE GENERAL NOTE 11 ON SHEET 1
FOR Vx 8, VyK
Z. OETERP• wE FASTENER MAX. SPACING EASED ON TYP^
OF DETAIL AND WALL STRUCTURE FOR THE SPECIFIC
INS T ALLATt DN.
3. EMBEOfIfNT LENGTH DOES HOT INCLUDE STUCCO FINISH.
C. FOR HOLLOW MASONRY, FILL ALL CELLS WITHIN 9'• OF
THE ANCHOR W! 2500 PSI GROUT.
S. AMCHDRS SHALL 13E INSTALLEO IN ACCOROANCE S•//
MANUFACTURERS SPECIFICATIONS.
RAT IE ED
AN 27 D03
SEMiN.oL.E COUNTY
pLANS EXAMINER
CL
CLOD
.'�naffS
KH
t
h
dr•i
04lOa12ZQ
��N x
02-292
IL ,Aee P Z a f 2
13r16" 3/8"
13IIr—ttle" I C
S16"� i I 9'
=TYPICAL PANEL DETAIL
SCALE: 3- = I'-O"
20"
3 7/1-"
`.oz2'• �� � nor.
S/s
TYPICAL OVERALL PANEL
SCALE: 1-1/2" = F-0"
ASTM A79Z GR B❑ ALUM.
ZINC ALLOY COATED STEEL
1-1/2" x 1-7rZ- x -10- x CONTINUOUS
GALVANIZED STEEL ANGLE FULL I•+ -EIGHT
FOR USE ON CONCRETE OR 14ASDNRY
INSTALLATIONS
2-
1r2"
5/3Z-0 HOLES _
FOR 3/16'•o ZINC
COATED BLIND
RIVETS
N t!2-
WINDLOCK CHANNEL GUIDE
SCALE: 3" = 1'-0-
ALL COMPONENTS SHALL BE
ASTH AS2b STEEL W/ MItf.
Py=33 KSI GALV ANGZ ED PER
ASTM ASZS G-96
L L NOTES:
i. THESE PRODUCT EVALUATION DOCUMERTS REPP.ESENT A OBCI ROLL -UP ODOR
.SERIES 31" DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE 2001.
2. THIS ROLL -UP DOOR HAS BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH ASTM
E338 TO SAFELY RESIST A POSITIVE OR NEGATIVE WIND LOAD.AS NOTED IN THE
DOOR SCtFEDULE. A TEST LOAD OF 1.5 x DESIGN LOAD HAS BEEN USED_
3. NO RaCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OE THIS
PRODUCT.
�. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEtf REFERENCING
THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING
WIND VELOCITY. FOR WEND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE T-96.
A DIRECTIONALITY FACTOR OF Kd =0.85 MAY BE USED.
5. THESE PRODUCT £VALUATIQN DOCUMENTS ARE PREPARED BY THE PRODUCT
ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR
A SPECIFIC SITE.
6. THESE PRODUCT EVALUATION DOCUMENTS ARE NOT VALID FOR PERMIT WITHOUT
ORIGINAL SIGNATURE, DATE & EMBUSSED SEAL ON EACH PERMIT COPY. THIS ORIGINAL
SIGNATURE AND SEAL REQUIREMENT ES APPLICABLE WHETHER OR NOT A MASTER
APPROVAL DOCUMENT IS ON FILE WITH A MUNICIPALITY DR OTHER GOVERNMENTAL
AGENCY.
7. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO 8E APPLIED BY THE
CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS
DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS
CAPABLE OF SUPPORTING THE LOADS_
` S. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED.
9. WHERE THE,LONTRACTOR. OR THE BUILDING OFFICIAL REQUIRES DOCUMENTS FOR
? SIT- SPECIFIC APPLICATEDN. THESE DOCUMENTS SHALL BE PREPARED BY A FLORIDA
REGISTERED ENGINEER OR ARCHITECT FOR SAID APPLICATIOR.
10. WHEN THE SITE CONDITION'S DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS.
r SETE SPECIFIC DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER
3 OR ARCHITECT. IF THE DEVIATING SITE SPECIFIC DOCUMENTS ARE PREPARED 6Y
A DELEGATED FLORIDA REGISTERED ENGINEER OR ARCHITECT SAID DOCUMENTS
E SHALL BEAR', THE DATE, SIGNATURE, AND EM13OSSED SEAL OF THE DELEGATED
s ENGIRE-R DR. ARCHITECT AND SHALL BE SUBMITTED TO THE PRODUCT ENGINEER
FOR REVIEW.
it. DESIGN BASED ON CONSTRUCTION TESTFNG CORPORATION iC.T.C_I TEST REPORT
No's, 95-028. AND 95-D29_
12. SUPERIR!R&SED LOADS ON THE JAMBS FROM THIS DOOR ARE DESIGNATED AS Vx
E AND V • HEREIN. CONTRACTORS SHALL HAVE BUILDING ENGINEER VERIFY ADEQUACY
OF BUILDING STRUCTURE TO RESIST SUPERIMPOSED LOADS Vx, Vy AND BRACKET
LOADS SHOWN.
13. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH
CONSDRM SPECIFICATIONS.
TO ON GADE LATEST EDITION. ALL WELDING ELECTRODES SHALL
z iL. DOORS SHALL BE PROVIDED WITH SLIDE LOCK HECHANISKS AT EACH SIDE OF BOTTOM
T OF DOOR ENGAGING CHANNEL GUIDES IN THE LOCKED POSITION.
ASTM A526 STEEL W! MIN.
Fy=33 KS[ GALVANIZED PER
ASTM AS25 G-90
1/L", THRU BOLT W/ 1-1/&- x 1-1/4" x 1/8" t
LOCK WASHER@ 12- O.C_ TUBE ASTM ASSTEEL a[
L W! MINK. Fy_32 KS[
a75' D75' ITUBB EXTENDS BETWEEN
CDNT. GALV. STEE:. `° SLIDE LOCK= F
ANGLE AS2b W/ MIN.
T— 1/L"0 FHRV BOLT wl
120" Fy=33 KSI , �_ FLOCK WASHER (ol 12- O.C.
ITS>J
Z;: Z
<
r- \�
Too" _bLD1 - .6L0' �� ...
CONFIM1IUO US VINYL CONTINUOUS VINYL
WEATHER STRIPPING WEATHER STRIPPING uti ` o g
�—' STIFFENER SHALL BE STIFFENER SHALL BE
6a63-T5 AL. ALLOY 6U63-Tb AL. ALLOY in •'a ^
W S v
W14DLOCK BOTTOM STIFFENER & ANGLE (TYPE A) 8OTTOM STIFFENER & TUSE 0-f,%- Bj
WW
SCALE- 3' E t'-0" SCALE: 3" o i'-0" SCALE_ 3' = T-0"
L? Zq 7
N> ESQ. s
v . ` >=
F.:-STF71 PLAN' REVIEWED
JAN 27 2W w
L PANEL £KISTFNG Q
STRUCTURE SEMINOL.E COUNTY -ExlsrinG ,
STRUCTURE ^
PLANS EXAM
DOOR WIDTH I [
� w
MAX- 0a0P. WIDTH L= %V-10-
NOTE: MAX. DESIG14 LOAD = =35.0 P_S.F. FOR Ls12'-10"
MAX_ DESIG" LOAD_= =30.3 P.S.F. FOR L- 15'-10"
REFERENCE TABLE 1 ON SHEET 2 FOR SUPCRAMPOSE0
LOADS & FASTENER MAXIMUM SPACING.
lf,[ iIDR ELEVATION
N.T.S_
PLAN VIEW
I
C
SCALE: 7-1l2" = 1'-D"
R.
;
y `
fl DRUM
N,
�—r—L 3ZOt< DEAD LOAD
•f�c
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t f
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PANEL
-
r
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`
THREE 3r3'o POWERS s
2-
PAWL LOT IBOLT SLEEVE.
A36 ANGLE W
ANCHORS AS SHOWN
Q
u
Wr MEN. 1-S/8" EMBE[ImENT IN
Y' x'3-3/L" x 1/6" THK. Q
X
CONCRETE OR THREE a/8"6
A36.FLAT PLATE O'
(�
Q
STEEL SCREWS AS SHOWN W/
IJCHANNEL
GUIDE
O
PENETRATEON IUTO HIM. 115- STEEL
2" x 2- x 3/16" x 1--Q"
o �
A36 ANGLE
o Q
QI
�
3/76
�
GRADE
DOOR MOUKiING BRACKET DETAIL
D
SCALE: 1-1/2" = I' -a"
cc
SIDE ELEVATEON
C3
" OLIDL
02-292
ADD'L.
ADDITIONAL
A,F•f.
ABOVE FINISH FLOOR
A.F.G.
ABOVE FINISH GRADE
A.C.T.
ACOUSTICAL CELING' TILE
ALT.
ALTERNATE
ALUM.
ALUMINUM
ANCH,
ANCHOR
APPROX.
APPROXIMATE
ARCH.
ARCHITECT
BRG.
BEARINC
ON.
BEAM
BTWN.
BETWEEN
BLK,
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60.
BOARD
,j
Ilk I- ll� I-N, I::
t, . � � n ,: >•.. as a., � +� r . «. ..,.r^ .: � xr 'a ... , .... ,,.,..r. .-» �.. 'u . .�.,. <: 'u.. r a .i;..�..:.,. ,ry a.r,'a' ,:. � .(.'... .. 'R..n'. F -. J,,...-k '.-'Y. ^.nn" '.'.' T•n';+'0`r/:.' r yr YA ., .
✓'x.�uvi�': .s. ., y., � r> _, �kL.�t,.... F��. 'd � -� .....x..�<.i ... �, s:a 3x x .x3 ,..�, ..,�.�'u d,..., .., ..,.: :S ��."'.,,,... � `�. **� ,. `bY ':s� u ' d' -�"`, ;�..�.... � �; `�
1• ?HE CONTRACTOR AID SUBCONTRACTORS SHALL COORDINATE THE WORK AND 5. ALL ONMENSIONS ON FLOOR PLANS INVICATE NOMINAL WIDTH KESS OTHERWISE P. ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITH U.L. TESTED STANDARDS 21. SEAL/ CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN p ru PHASING OF WORK DESCRIBED HEREIN WITH THE CNN.. ENGINEERING AND NOTED ON DRAWINGS. AND/OR LOCAL REQUIREMENTS ACCORDANCE WITH APPI ECABLE UL DESIGNLS, AND REQUIREMENTS OF THE AUTNCA2iTY ql�
LANDSCAPE PLANS ISSUED SEPARATELY BY: HAVING JURISDICTION. _�
MTC DESIGNS, INC.
6. IT SHALL BE THE RESPON5WTY OF THE CONTRACTOR TO LOCATE ALL EXISTING 13. CONTRACTOR TO PROM & INSTALL 24400C FIRE EXTINGUISHERS AS REQUIRED �" �`` u � �
T #
110 RICH AVENUE UTLITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR 50ALL BEAR BY LOCAL FIRE MARSHAL. COORDINATE LOCATIONS/PLACEMENTS WITH FIRE MARSHAL. 22, IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION"
DeLAND, FL 32720 ALL EXPENSES Of REPAIR OR REPLACEMENT QF UTLITIES OR OTHER PROPERTY INSTALL QUANTITY AS REQUIRED 50 AS NOT TO EXCEED 75 OF TRAVEL TO AN BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTM IN NO CASE 514ALL WORK BE PERFORMED
PH 386 740 1454 DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. EXTINGUISHER. WITHOUT fit REVIEW AND WRITTEN AUTHORITY -0F SAID AUTHORITY.
FX 366 736 7781 ALL FINAL' CONINECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY K"
2, THE CONTRACTOR 5HALL FURNISH AND INSTALL A FULLY AUTOMATIC FIRE SPRINKLER THIS CONTRACTOR.
N4. DNMEN51ONS ARE FACE TO FACE FOR MASONRY WALLS. 23. THE CONTRACTOR SHALL Be RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUANCE OF PERMITS, r
SYSTEM THROUGHOUT THE BULPW� THE SPRINKLER SYSTEM SHALL CONFORM TO ALL 15. METAL STUD GAUGES FOR INTERIOR PARTITIONS SHALL BE AS RECOMMENDED INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, Y
LOCAL, STATE, AND NFPA CODES, AND SHALL BE DESIGNED BY A STATE Of FLORIDA 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS AND/OR REQUIRED BY THE STUD MANUFACTURER ((RAND ALL APPLICABLE CODES) FOR AND THE OCCUPANCY OF THE WORK.
REGISTERED ENGINEER. REQUIRED H THE CONTRACT DOCUMENTS. EACH SPECIFIC CONDITION, UU53. NOTED OTHERWISE,
SIGNED AND SEALED SHOP DRAWINGS SHALL Be SUBMITTED TO THE FIRE MARSHAL $ ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL 24• DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE SCALE DRAWINGS SHALL
FOR APPLOCATION
OF
PRIOR TO INSTALLATION. CONTRACTOR. AND ALL AREAS SHALL BeLEFT IN A CLEAN CONDITION AT ALL TI'lE5 16• GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SONS GOVERN OVER SMALLER SCALE DRAWINGS. CONTACT ARCHITECT/DESIGNER TO CONFIRM ALL �
LOORDIN OF ALL SPRINKLER HEADS AND ALL IISTRNOCATI OF SHALL BE REPORT. OBTAIN FROM THE OWNER THE CURRENT COPY OF TINE SOILS DISCREPANCIES.R V"EW
COORDINATED SO AS NOT TO INTERFERE WITH TINE LOCATION OF ANY LIGHT FIXTURE DURING CONSTRUCTION. INVESTIGATION REPORT. i ED
OR H.V.A,C. WORK. ALL SPRINKLER HEAD BIGHTS SHALL BE COORDINATED WITH 25. THE ARCHITECT DESIGNER WILL NOT BE HELD RESPONSIBLE FOR WORK PERfORf1E0 NOT IN
INTENDED HEIGHT OF CELING. VERIFY ALL CEILING HEIGHTS PRIOR TO INSTALLATION. q' THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE /
THE SAFETY Of THE OCCUPANTS. AND WORKERS AS REQUIRED BY GENERAL 17. INTERIOR FINISHES SHALL MEET OR EXCEED CLASS C AS REQUIRED BY FBC TABLE ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOT FOR
REFER TO DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS. CONDITIONS AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 704.3 AND NFPA 101 SEC. 6-5.7.1 & TABLE A-6-5.2 UNSATISFACTORY WORK BY CONTRACTOR. r
THE CONNECTION FROM TAP TO RISERS INSIDE THE BUILDING MUST BE INSTALLED Y
BY A M1kIIMSTATE
M E MA 5 STATE CERTIFIED FIRE PROTECTION CONTRACTOR PER F.S. 633 10 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT 18, ALL EXTERIOR SIDEWALK CONTROL JOINTS AND EXPANSION JOINTS TO RECEIVE POUR 26• CONFIRM ALL HORIZONTAL DMENSIONS WITH PLANS IN FIELD PRIOR TO FABRICATION/CONSTRUCTION.
AND STATE FIRE MARSHAL'S INTERPRETATION SFM� q3-020 Sanford, 1I' C P r �'�n fi o n My'
INTENDED. ?HE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT DESIGNER ANY GRADE SEALANT. SL2 MANUF. BY SONNEBORN OR APPROVED EQUAL.
3. THE GENERAL CONTRACTOR SHALL HELD VERIFY ALL CONDITIONS AND DIMENSIONS, DISCREPANCIES WHICH MAY OCCUR. PRIOR TO COMMENCING ANY CONSTRUCTION. 1q. -- NOTE NOT USED - 27 THE PUPURPOSEAOFC OORDINATIONIA Of THE WORK. S/DESIGN R"S THESE
S IS SOLELY FOR Date:
PRIOR TO COMMENCING ANY WORK.
4. ALL CONSTRUCTION SHALL COMPLY WITH APP11. 00 NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS 20. ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH U. & ALL
ENFORCED BY AUTHORITIES HAVING JURISDICTION. WITHOUT FIRST OBTAINING PROPER PERMITS. APPLICABLE CODES &ORDINANCE. PLANSREVIEWED
Ff ly G ir, SJU11FORDa
BIM.
BOTTOM
%PQ
6ULDING
B.U.R.
BULT UP ROOF
CLG.
CEIUN6
C.M.U.
CONCRETE MASONRY UNIT(S)
C.T.
CERAMIC TILE
C.O.
CLEANOUT
COL.
COLUMN
CONC.
CONCRETE
CONST.
CONSTRUCTION
C.J.
CONTROL JOINT
CONT.
CONTINUOUS
PET. DETAIL
VIA.
DIAMETER
DIM.
DIMENSION
OR.
POOR
ON.
DOWN
DS.
DOWNSPOUT
DWG.
MAWING
V.W,
DRYWALL
D.F.
PRINKING FOUNTAIN
EA.
EACH
E.W.C.
ELECTRIC WATER COOLER
ELEV.
ELEVATION
E0.
EQUAL
EQUIP.
EQUIPMENT
ETC.
ET CETERA
EXH.
EXHAUST
EXIST.
EXISTING
E.J.
EXPANSION JOINT
EXT.
EXTERIOR
F.R.P.
FIBERGLASS REINFORCED PANEL
fIN.
FINISH
F.E.
FIRE EXTINGUISHER.
FLUOR.
FLUORESCENT
F.D.
FLOOR DRAIN
FLR.
FLOOR
FT.
FOOT, FEET
FIG,
FOOTING
F.Y.
FIELD VERIFY
GALV.
GALVANIZED
INT.
INTERIOR
MAX.
MAXIMUM
NO.
NUMBER
PM.
PLUMBING
S.F
SQUARE FEET, FOOTAGE
TEL.
TELEPHONE
GA.
GAUGE
JT.
JOINT
MECR
MECHANICAL
PLYWR
PLYWOOD
SCHED•
SCHEDULE
TEMP.
TEMPERED
G.C.
GENERAL CONTRACTOR
MTL.
METAL
O.C.
ON CENTER
PROP.
PROPERTY
SLT,
SEALANT
THRSS.
THRESHOLD
GR.
GRADE
K.O.
KNOCK OUT
MIEZZ.
MEZZANINE
OR
OVERHEAD
SEC,
SECTION
T,P.D,
TOILET PAPER DISPENSER
GYP,
GYPSUM
MIN.
MINIMUM
OPG.
OPENING
Q.T•
QUARRY TILE
SUM.
SIMILAR
T.&C.
TONCUE AND GROOVE
LAM,
LAMINATED
MISC.
MISCELLANEOUS
OPP.
OPPOSITE
SL.
SLOPE
T.&B.
TOP AND BOTTOM
HOW.
HARDWARE
LAY.
LAVATORY
MLDG.
MOULDING
O.U.
OUTSIDE DIAMETER
R
RADIUS
SPEC.
SPECIFICATION
T.O.F.
TOP OF FOOTING
HGT.
HEIGHT
LB.
POUND
M.R.
MOBTURE RESISTANT
W.
REFERENCE
30.
SEIIARE
T.O. HAS. TOP OF MASONRY
H.M.
HOLLOW METAL
L.H.
LEFT HAND
MTG,
MOUNTING
P.T.
PRESSURE TREATED
REINF,
REINFORCED, REINFORCING
S.S.
STAINLESS STEEL
T.O.S.
TOP OF STEEL
H.P.
HIGH POINT
L.P.
LOW POINT
MULL.
MULLION
PIP.
PAINTEV
REOD.
REQUIRED
STD.
STANDARD
I.
TREAD
HORIZ,
HORIZONTAL
PNL.
PANEL. OR PANELING
REV.
REVERSE
STL.
STEEL
TYR
TYPICAL
MFR.
MANUFACTURER
NOM.
NOMINAL,
PART,
PARTITION
R.H.
RIGHT HAND
STRUCT.
STRUCTURAL
INCAN.
INCANVESCENT
HAS.
MASONRY
N.
NORTH
P.H.
PHYSICALLY HANDICAPPED
RM.
ROOM
SUSP,
SUSPENDED
UNFIN.
UNFINISHED
I.D.
INSIDE DIAMETER
M.O,
MASONRY OPENING
N.I.C.
NOT IN CONTRACT
PLAS.
PLASTER
R.O.
ROUGH OPENING
SW.
S'MTCH
U.O.N.
UNLESS OTHERWISE NOTED
M.
INSULATION
MAIL.
MATERIAL
N.T.S.
NOT TO SCALE
PLAN.
PLASTIC LAMINATE
R.T.U.
ROOF TOP UNIT
SYS,
SYSTEM
VERT.
VERTICAL
VEST.
VESTIBULE
V.C.T.
VINYL COMPOSITION TLE
W.C.
WATER CLOSET
W.N.
WATER HEATER
W.P.
WORK POW
WP.
WATERPROOF
W.R.
WATER RESISTANT
W.W.M.
WELDED WIRE MESH
W/
WITH
W/0
WITHOUT
WD.
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APPLICABLE CODE-S
1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED
City of Sanford, Florida CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE PREPARATION OF HIS BID AND
THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONDITIONS OF THE CONSTRUCTION AREA
FIRE SEPARATIONS 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE AND THE WORK REQUIRED TO PERFORM THE WORK OF THIS CONTRACT. OBTAIN DIMENSIONS
FLORIDA BUILDING CODE 2001 EDITION (USED FOR BUILDING, PLUMBING, REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: BY CALCULATION; DO NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE
MECHANICAL, FUEL & CAS; FLORIDA ACCESSIBILITY FOR BUILDING CONSTRUCTION, CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT PRIOR TO CONTINUING
STATE: OF FLORIDA MODEL ENERGY EFFICIENCY). WITH 2O03 REVISIONS NONE REQUIRED (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES CONSTRUCTION OF THE AREA IN QUESTION.
FLORIDA FIRE PREVENTION CODE 2001 EDITION (B) LOCAL, STATE AND FEDERAL BODIES 2. UNLESS OTHERWISE NOTED OR DETAILED, PIPE CHASE WALLS WITH A THICKNESS GREATER
(C) 2001 FLORIDA BUILDING CODE THAN 4" SHALL BE CONSTRUCTED OF 2-1/2" METAL STUDS WITH ONE LAYER 5/8" GYPSUM
BOARD EACH SIDE OF CHASE WALL. PROVIDE METAL OR GYPSUM BOARD CROSS BRACES AS
NFPA FORE PREVENTION CODE 2000 EDITION REQUIRED TO ADEQUATELY BRACE THE WALL AND TO MAINTAIN THE RATING OF THE
.00CUPANT LOAD: 3. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS PARTITION. HOLD CHASE WALLS TO MINIMUM DIMENSIONS.
NFPA 1012000 EDITION REPORT, OBTAIN FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION
OCCUPANCY PER 2001 FLORIDA BUILDING CODE, TABLE 1003.1 REPORT. 3. VERTICAL PIPING LOCATED WITHIN THE STUD SPACE OF PARTITIONS SHALL BE FULLY
NATIONAL ELECTRIC CODE 1999 EDITION OCCUPANCY GROUP B: 1 PERSON PER 100 S.F. CROSS = 13,420 SF 1100 w 14 ENCLOSED WITH A FULL THICKNESS OF GYPSUM BOARD ON EACH SIDE OF THE STUD.
OCCUPANTS 4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND PROVIDE 6" STUDS WHERE REQUIRED TO CONCEAL PIPING AND OTHER ITEMS OCCURRING
ALL AREAS SHALT. BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. WITHIN PARTITIONS.
CLASSIFICATIONOCCUPANCY
® 5. IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION 4. RECESSES FOR ITEMS IN EXCESS OF 1.6 SQ. INCHES, SUCH AS ELECTRICAL PANELS, FIRE
FLORIDA BUILDING CODE: BUSINESS - GROUP B, SECTION 305 BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE EXTINGUISHER CABINETS, ETC., LOCATED IN RATED PARTITIONS SHALL BE FACED WITH
I" REQUIREMENTS: PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE REQUIRED TO MAINTAIN THE RATING
OF THE PARTITION IN WHICH THE ITEM OCCURS.
BUILDINGOCCUPANCY GROUP B - BUSINESS: 6. ALL TRADES .SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF
TRADE -SPECIFIC PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE 5, ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED 80 THAT
ALLOWED, PER 2001 FLORIDA BUILDING CODE, TABLE 500 : 2 EXITS REQUIRED PER FLOOR PER 104.2.2 (BASED ON OCCUPANT LOAD FOR 1-500 EXECUTION AND COMPLETION OF THE WORK, AND THE OCCUPANCY OF THE WORK. BACKBOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE
OCCUPANTS) INCHES IN AREA OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF
OCCUPANCY GROUP B: 51,000 S.F., 1-STORY 7. EXISTING CONDITIONS: THE CONTRACTOR SHAD. VERIFY EXISTING CONDITIONS AND WALL AREA. BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE
300 FEET MAXIMUM TRAVEL DISTANCE TO EXIT (SPRINKLERED) PER FBC FIELD -COORDINATE THE CORRECTIVE ACTION, SEPARATED BY A MIN. HORN, DISTANCE OF 24". WHERE THIS REQUIREMENT CANNOT BE MET,
100% INCREASE ALLOWED WITH 30' HORIZONTAL FROM STREETS or UNLIMITED BACKBOXES IN EXCESS OF THE ALLOWED MAXIMUM SHALL BE BACKED WITH GYPSUM BOARD
INCREASE WITH SPRINKLERS AND 60' OF OPEN SPACE ALL SIDES 50 FEET MAXIMUM DEAD END CORRIDOR (SPRINKLERED) 8. AS REQUIRED. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL TO CREATE A FIVE -SIDED ENCLOSURE,
CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID
OFFICE AREA 1,420 S.F. 75 FEET MAXIMUM COMMON PATH OF TRAVEL (SPRINKLERED) WORK. 6. JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED A MINIMUM OF ONE STUD
DETAILING AREA 12,000 S.F. SPACE OR 24" BOTH HORIZONTALLY & 12" VERTICALLY. WHERE OPENINGS ARE MADE IN
MINIMUM EXIT DOOR CLEAR WIDTH ® 32" 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN, LARGE-SCALE DRAWINGS EXISTING RATED PARTITIONS, OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSERS,
SHALL GOVERN OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHITECT/DESIGNER TO THE EXISIT NG GYPSUM BOARD BOARD MAY BE REMOVED ON ONE SIDE OF THE PARTITIONS
TOTAL BUILDING AREA 13,420 S.F. MINIMUM AISLE = 44" CONFIRM ALL DISCREPANCIES. BACK TO THE NEXT STUD TO ASSURE THE PROPER STAGGERING OF THE JOINTS.
.2" EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) 10. CONFIRM ALL HORIZONTAL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION 7. DIMENSIONS ARE FACE TO FACE OF MASONRY WALLS AND TO FINISH FACE OF STUD
BUILDING TYPEAND/OR CONSTRUCTION. PARTITIONS.
.2" PER 14 PERSONS = 2.8" REQUIRED TOTAL EXIT WIDTH
11. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT 8. METAL STUD GUAGES FOR INTERIOR PARTITIONS SHALL BE AS RECOMMENDED BY AND/OR
SPRINKLERED
D FLORIDA }BUILDING CODE, CHAPTER 6 TYPE FOUR (IV), UNPROTECTED, SEE LIFE SAFETY PLANS FOR ACTUAL EXIT WIDTHS IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, REQUIRED BY THE STUD MANUFACTURER FOR EACH SPECIFIC CONDITION,
SPR
NOR FOR UNSATISFACTORY WORK BY CONTRACTOR.
MATERIALS: CMU / BRICK EXTERIOR WALLS, STEEL TRUSSES, METAL ROOF, 12. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY
METAL STUD INTERIOR WALLS FINISHESINTERIOR FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT/DESIGNER'S WORK.
FIRE RESISTANCE RATINGS FROM TABLE 600
FIRE PROTECTION REQUIREMENTS PER FBC TABLE 600 : INTERIOR WALL FINISHES TO BE CLASS A OR B IN EXITS OR ENCLOSED CORRIDORS, 13, ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE LAWS RELATING TO ACCESSIBILITY FOR
INTERIOR BEARING 609.2.3. (ANY MATERIAL) THE DISABLED. FLORIDA STATUTES, CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE.
COLUMNS NO (SUPPORTING ROOF ONLY) FLOOR FINISHES SHALL BE CLASS I OR 11 IN EXITS AND CORRIDORS.
BEAMS, GIRDERS, TRUSSES NC (SUPPORT1N(3 ROOF ONLY)
ROOF/ CEILING; NC VESTIBULE FINISHES SHALL NOT EXCEED CLASS B
EXTERIOR BEARING WALLS RATING / % PERMITTED OPENINGS
NORTH NC (NL%) WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FROM ANY ACCESSIBLE SPACE
SOUTH NC (NL%) THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS MUST BE PROVIDED. (SECTION 1004.3.1)
EAST NC (NL%) DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING 50 OR MORE
WEST NC (NL%) OCCUPANTS (SECTION 1012.1.2) MEANS OF EGRESS SHALL BE ILLUMINATED TO AT LEAST ONE
EXTERIOR NON -BEARING WALLS RATING / % PERMITTED OPENINGS FOOT-CANDLE, MEASURED AT THE FLOOR. (SECTIONS 1016.1)
NORTH NC (NL%)
EAST NC (NL%) EMERGENCY LIGHTING SHALL BE PROVIDED FOR A PERIOD OF 1 1/2 HOURS IN THE EVENT OF
WEST NC (NL%) NORMAL LIGHT FAILURE. INITIAL ILLUMINATION MUST BE AN AVERAGE OF AT LEAST ONE -FOOT
CANDLE & A MINIMUM AT ANY POINT OF .2 FOOT-CANDLE ALONG THE PATH OF EGRESS AT
BUILDING HEIGHT FLOOR LEVEL. (SECTIONS 1016.2,2 & 3)
5 STORY MAXIMUM ALLOWABLE HEIGHT PER FBC: TABLE 500 MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPT WHERE A MAIN ENTRANCE SERVES
AS AN EXIT & IS VISIBLE TO THE OCCUPANTS. (SECTIONS 1016.3.1 & 3.3.3)
DETAIL NUMBER
ACTUAL HEIGHT` = 22'-0' — — — — - — -- — LINES OF CEILING CHANGES at SOFFITS, OVERHANGS, ETC.
4 THRU-BUILDING SECTION
Y-4
DETAL WILL APPEAR
PLUMBING FIXTURE REQUIREMENTS. 6N THIS PANE
ALI COLUMN GRID REFERENCE NUMBER or LETTER
FULL WALL SECTION
OCCUPANTS LOAD PER TABLE 403.1 (2001 FBC PLUMBING CODE) GROUP B - BUSINESS OCCUPANCY
11-IOL PARTIAL SECTION DOOR NUMBER
WATER LAVATORIES SHOWERS DRINKING OTHER ®4 1
CLOSETS FOUNTAINS DETAIL or ENLARGED PLAN REFERENCE 4 AS 2 INTERIOR ELEVATION TAG
REQUIRED FIXTURES: �'
S
(OCC -1 OCCUPANT FOR 100 S.F.) d 14 1 PER 50 1 PER 80 NONE 1 PER 100 SERVICE
OCCUPANTS SINK M— -- PARTITION TYPE ( SEE SCHEDULE THIS SHEET)
CEILING HEIf�HT� REVISION CLOUD & REVISION NUMBER
� CEILING NOTE ( TYPE, REFERENCE, HEIGHT) �
NEW FIXTURES REQUIRED 1 1 NONE 1 '1 SERVICE SINK
2 WCs 1 KITCHEN SINK T�CEIL N MATERIAL
2 URINALS
TOTAL PROVIDED 4 NONE 1 1 SERVICE SINK or TYPE
NOTE: AT LEAST ONE FIXTURE OF EACH TYPE SHALL BE HANDICAP ACCESSIBLE
I
DASHED LINE ARROWS INDICATE
INDICATES ACTUAL DIRECTION OF TRAVEL TO
EGRESS TRAVEL PATH EXIT ALONG EGRESS PATH
I - - - - - - - - - - - - - I NORTH
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EMAIL: archsolve@aol.com
FL LIC NO: M26000600
uk p,
CONSTRUC"ON CO.
GENERAL CONTRACTORS
790 MONROE RD.
SANFORD, FL 32771
PH 407 323 1150
FX 407 323 9304
o Mafling Address-
P.O. BOX 471366
LAKE MONROE, FL 32747-1366
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27'-6" 27'-6" 20'-0" 20'-0" 27'-6' 27'-6"
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— — — — — — — — — — — — — --
5 1'-4" 147-4" 151'-411
3A 4A 4 4B 5A 6
150'-00
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3 PROVIDE 4" DEEP
CONCRETE PAD AIR COMPRESSOR
PROVIDED BY OWNER
27'-6" 27'-6" 20'-0" 20'-0" 27'-6' 27'-6"
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27'-6"
— — — — — — — — — — — — — --
5 1'-4" 147-4" 151'-411
3A 4A 4 4B 5A 6
150'-00
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FLOOR PLAN
SCALE 1/8" 1'-0"
NORTH
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R- l"ns1.11 El"I'll,
WALL ASSEMBLY TYPES
MARK
ASSEMBLY
DESCMION
THK.
HEIGiT
REMARKS
3-50 METAL STUDS @ 16® O.C. WITH ONE (1) LAYER
5/8'GYPSUM WALLBOARD ON EACH SIDE WISOUND
ATTENUATION BLANKETS
4-7/8
TO UNDERSIDE OF CEILING
DECK
MARK
ASSEMBLY
DESCRVrX)N
Tw
Muff
REMARKS
IFZ
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3-518- METAL STUDS @ 16- O.C. WITH ONE (i) LAYER
51W GYPSUM WALLBOARD ON EACH SIDE WISOUND
ATTENUATION BLANKETS
4-7/8"
O WABOVE FINISHED
TCEILING
MARK
ASSEMBLY
DESWMN
THK,
HOW
REMARKS
6'METAL STUDS @ 16'O.C. WITH ONE (1) LAYER 5/8"
GYPSUM WALLBOARD ON EACH SIDE WISOUND
ATTENUATION BLANKETS
4-718"
TO 6ABOVE FINISHED
CEILING
PLUMBING CHASE
3-518" METAL STUD PARTITIOV--,
6" METAL STUD PARTITION
8'CMU WALL
BRICK VENEER
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MA"TEMAL LEGEND
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METAL BUILDING 'R' PANELS
2
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3
PLEXIGLASS WALL LIGHTS
4
FOAM CORNICE WITH METAL COPING
5
LOK—SEAM METAL ROOFING
6
ACCENT, BRICK OR PRECAST ELEMENT
7
NOT USED
8
FOUNDATION PROFILE
9
BRICK VENEER, RUNNING BOND
10
BRICK ROWLOCK SILL
11
BRICK SOLDIER COURSE HEADER
12
ALUMINUM STOREFRONT
13
NOT USED
14
8" PAINTED CMU, STRUCK JOINTS
15
STANDARD 'R' PANEL ROOFING, GALVALUME FINISH
16
CUTTER & DOWNSPOUT
17
OVERHEAD METAL DOOR
18
BOLLARD
19
WALL—PAK LIGHTING
20
METAL DOOR, PAINTED
211
16" X 16" OUTDOOR AIR LOUVER
22
16" X 16" EXHAUST LOUVE
23
EXHAUST FAN LOUVER — 36" X 36"
24
INTAKE LOUVER — 4'-8" W X .4'—O" H
13D-6"
EAVE HEIGHT
o'—o" _
FIN FLOOR
llWK 1 R CILC V A I IVN
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ELEVATION
TWEST
SCALE 1/8"
= 1'-0"
22'-0"
T.O. PARAPET CMU
~�
6•_0„
6'-0„ 6'-0„ 12'-0"
20'—OD,
T.O. PARAPET CMtJ
�
CMU EXTENTS
19
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SCALE 1/8"
16'-10"
SAVE HEIGHT
13'-0" _
TOP OF WINDOW
T.O. MASONRY
00'-0" FIN FLR
22'-0" _
T.O. PARAPET
20'-0" _
T.O. PARAPET
13'-6" _
EAAVE HEIGHT
8,-0" T.O.M.
0'---0" FIN FLR
1,39_6"
EAVE HEIGHT
O9_O>D
FIN FLOOR _
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ARCHITECTURAL
DYNAMICS,
ORLANDO,
32803-6827
PHONE:
f.. i' 897
t. • t
FAX: 407 its 3501
archsolve@aol.com
FL LIC NO. • i 0060
0011STRUCII'lloff CO.
GENERAL
j
CONTRACTORS
90 MONROE _,
PH
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VARIES
STANDARD "R" WALL PANELS
W/ "SIGNATURE 200" FINISH
3" VINYL REINFORCED
METAL BUILDING INSULATION
8" GIRTS
REFER TO METAL BUILDING DRAWINGS
CHANNEL
TOP OF MASONRY.
8'-0"
(1) #5 CONT. AT LINTEL
8" HOOK AT LINTEL
VERTICAL REINFORCING: (1) #5 IN
SOLID GROUTED CELL — SEE FLOOR
PLAN FOR LOCATIONS
HORIZONTAL REINFORCING
0 16" OC
8" CMU
FOOTING TO LINTEL REBAR TIE;
MINIMUM 25" OVERLAP
FINISH FLOOR
0'-0" (REFERENCE)
6—MIL VISQUEEN — COLUMN PAD BEYOND
VAPOR BARRIER SEE FOUNDATION PLAN AND DETAILS
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SCALE: 3/4" = 1'-0"
STANDARD 'R' PANEL
26 GA' 1nr f At \/RI 1 IA Jr r1All Cl
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(1) #5
8" HO,
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FOOTIN
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COLUMN! PAD BEYOND 6—MIL VISQUEEN
SEE FOUNDATION PLAN AND DETAILS VAPOR BARRIER
WALL SE%C-h.Tl%0"'N WAREHO"U"S"of (NORTH)
SCALE: 3/4" = 1'—O"
STANDARD 'R' PANEL
26 GAUGE, GALVALUME FINISH
PURLINS, SIZE & SPACING
BY PEMB MFR
--- ---- 3" VINYL REINFORCED
12 METAL BUILDING INSULATION
-1 1/2
LOW POINT OF ROOF
13'-6"
ALUM GUTTER & DOWNSPOUTS
1
CHANNEL
STANDARD 'T WALL PANELS
W/ "SIGNATURE 200" FINISH
3" VINYL REINFORCED
METAL BUILDING INSULATION
8" GIRTS
REFER TO METAL BUILDING DRAWINGS
TOP OF MASONRY
8'—
(1) #5 CONT. AT LINTEL
I 8" HOOK AT LINTEL
I VERTICAL REINFORCING: (1) #5 IN
SOLID GROUTED CELL — SEE FLOOR
PLAN FOR LOCATIONS
I 8" CMU, PAINTED W/
STRUCK JOINTS
I
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I
HORIZONTAL REINFORCING
I 0 16" OC
�I
5" CONCRETE SLAB
0 WAREHOUSE _ FOOTING TO LINTEL REBAR TIE;
MINIMUM 25" OVERLAP
II_
FINISH FLOOR
q • a ." A : • ° 4 . a 0'-0" (REFERENCE)
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6—MIL VISQUEEN COLUMN PAD BEYOND
VAPOR BARRIER SEE FOUNDATION PLAN AND DETAILS
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GALVANIZED COPING �-- -- -,--
22'-0"
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TOP OF PARAPET FRAMING
PRECAST CONCRETE TRIM
#M-53 ULTRALITE BY GLADSTONE
4" PARTITION BLOCK BEHIND TRIM
181_2" +
HIGH POINT OF ROOF
WEEP HOLES WITH COTTON ROPE @ 16" OC
METAL BRICK ANGLE
FLASHING
LOK-SEAM METAL ROOFING
OVER 5/8" PLYWOOD SHEATHING 12
OVER LT GAUGE METAL FRAMING 6
BY PEMB MFR ----N
B.O. FRAMING
9' — 4"
STUCCO ON RIB LATH OVER
ON LT GAUGE METAL STUD FRAMING
BY PEMB MFR
(HORIZONTAL SURFACES)
GIRT - LOCATE PER PEMB MFR —
BRICK VENEER RUNNING BOND W/
BRICK TIES ® 16" QC
HORIZONTALLY & VERTICALLY
OVER METAL PANELS
PEMB
W/ 3" METAL BUILDING INSULATION
1 " MIN AIR SPACE
COTTON ROPE
WEEPS AT 16" OC —
SEE CIVIL
FINISHED FIRST FLOOR
0'-0" (ASSUMED)
FLASHING;
GROUT SOLID BELOW—
(1) #5
FOOTING TO LINTEL REBAR TIE;
MINIMUM 25" OVERLAP -----
5'-0 Il
ATTACHMENT BY PEMB MFR
SCALE: 3/4" = 1 ' -0"
ll
26 GAUGE GALV. BACK -SHEETING
FLASHING
'R' PANEL METAL ROOFING
SLOPE 1/2" / FOOT
PURLINS, SIZE &
SPACING BY PEMB MFR
3" VINYL REINFORCED
METAL BUILDING INSULATION
PLAN/SECTION DETAIL:
DOVE -TAIL ANCHOR
W/ SELF -TAPPING
SCREW! INTO STUDS
AT 16" OC HORIZ
AND VERTICALLY
STEEL COLUMN BEYOND
6" BATT INSULATION
LAY -IN ACOUSTICAL TILE
5/8" GYPSUM BOARD ON
1-5/8" METAL STUDS W/ 1"
RIGID INSULATION IN BETWEEN
(EXTEND GYPSUM BOARD
6" ABOVE FINISH CEILING)
--�----- STRUCTURAL COLUMN BEYOND
REFER TO METAL BUILDING DRAWINGS
BOX OUT COLUMN - SEE PLAN
FOR EXTENTS
4" CONCRETE SLAB
GALVANIZED COPING
20'-0"
TOP OF PARAPET FRAMING
PRECAST CONCRETE TRIM
#M-53 ULTRALITE BY GLADSTONE
4" PARTITION BLOCK BEHIND TRIM
18'-2" +
HIGH POINT OF ROOF
CONTRAST BRICK COLOR
DOUBLE SOLDIER COURSE
-4n
GIRT - LOCATE PER PEMB MFR
PEMB
BRICK VENEER RUNNING BOND W/
BRICK TIES 0 16" OC
HORIZONTALLY & VERTICALLY
OVER METAL PANELS —
3" VINYL METAL BUILDING INSULATION
1 " MIN AIR
COTTON ROPE
WEEPS AT 16" OC —
SEE CIVIL
r' FINISHED FIRST FLOOR
IV 0'-0" (ASSUMED)
FLASHING;
GROUT SOLID BELOW -
SCALE: 3/4" = 1'-0"
26 GAUGE GALV. BACK -SHEETING
FLASHING
PURLINS, SIZE &
SPACING BY PEMB MFR
3" VINYL REINFORCED
METAL BUILDING INSULATION
STEEL COLUMN BEYOND
6" BATT INSULATION
LAY -IN ACOUSTICAL TILE
5/8" GYPSUM BOARD ON
1-5/8" METAL STUDS W/ 1"
RIGID INSULATION IN BET`A!EEN.
(EXTEND GYPSUM BOARD
6" ABOVE FINISH CEILING)
STRUCTURAL COLUMN BEYOND
REFER TO METAL BUILDING DRAWINGS
BOX OUT COLUMN - SEE PLAN
I FOR EXTENTS
"
4 CONCRETE SLAB
IF
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COLUMN PAD BEYOND 6-MIL VISQUEEN
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DRINKIN(11 i
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3
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SCALE: 3/8" = 1'-0"
t S,
SCALE. 3/8" = V--0"
TOILET ACCESSORIES ® (DESIGN BASIS ONLY: OWNER MAY SELECT FIXTURES)
NUMBER:
DESCRIPTION:
MOUNTING HEIGHT
PROVIDED BY:
TA1
SURFACE -MOUNTED TOILET PAPER HOLDER, MANF, BOBRICK MODEL #B-66997
19" A.F.F TO CENTER OF HOLDER
BY GC
TA2
GRAB BAR 36" LENGTH MANF. BOBRICK MODEL #B-6806 SERIES
33" A.F.F. TO TOP OF BAR
BY CC
TA3
GRAB BAR 42" LENGTH, MANF. BOBRICK MODEL #B-6806 SERIES
33" A.F.F. TO TOP OF BAR
BY GC
TA4
SURFACE -MOUNTED PAPER TOWEL DISPENSER/WASTE RECEPTACLE MANF, BOBRICK MODEL #13-394
48" A.F.F. MAX. TO TOWEL HGT,
BY GC
TA5
SURFACE -MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK MODEL #13-270
24" TOP OF UNIT
BY GC
TA6
MIRROR, 36" HIGH X WIDTH OF COUNTER
40" TO BOTTOM OF MIRROR
BY GC
TA7
SOAP DISPENSERS
42"
BY GC
TA8
24" X 36" MIRROR
40" TO BOTTOM OF MIRROR
BY GC
TA9
URINAL SCREEN
BY GC
TA10
TOILET PARTITION
BY GC
3,-011 TOILET PAPER
DISPENSER
0
PAPER TOWEL MIRROR TOWEL
HOOK
DISPENSER TOILET SEAT
SOAP GRAB BAR COVER SANITARY SOAP DISH
DISPENSER DISPENSER NAPKIN F
DISPOSAL
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FINISH FLOOR
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SCALE: 3/8" = V-0>,
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SCALE: 3/8" = 1'---0"
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PAPEP TOWEL DISP
WAST RECEPTACLE
FAI
FILE
DRAWER
SCALE: 3/8" = 1'-0"
WATER COOLER
LAVATORY
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DRINKING FOUNTAIN OR ELECTRIC WATER
COOLER TO BE INSTALLED IN ACCORDANCE
TO SECTION 4.15 OF THE FLORIDA
ACCESSIBILITY CODE FOR BUILDING
CONSTRUCTION. SEE FLOOR PLAN FOR
CLEARANCES
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TOP & SPLASH ON 3/4
PLYWOOD
CABINET SECTION @ TOILET
SCALE: 1" = l'-O"
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PLASTIC LAM. ON
TOP & SPLASH ON 3/4"
PLYWOOD
PLASTIC LAM. ON .1411
3/4" PLYWOOD
KEYBOARD
DRAWER
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SECTION @ KEYBOARD
SCALE: 1 " = l'-O"
END PANELS
3/4" PLYWO,
PLAM BOTH
WIRE PULLS
PLAM BASE
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SCALE: 1 l'-O"
1'-4"
NOTE: ALL EXPOSED AND SEMI -
EXPOSED SURFACES TO RECEIVE
PLASTIC LAMINATE
5/8" GYP BOARD
VINYL BASE
SECTION @ RECEPTIOl
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SCALE: 1" = l'-O"
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PLASTIC LAM. ON SEALANT, TYP
TOP & SPLASH ON 3/4-
IN PLYWOOD
PLASTIC LAM. ON
3/4 PLYWOOD
_1`1 DRAWER
WIRE PULLS
PLASTIC LAM, ON
► 5/8" PLYWOOD BACK
P TIC LAM. ON
3k4� PLYWOOD TYPICAL
ATT DOORS, SHELVES
BOTTOMS
P-LAM BASE
CABINET SECTION 0 BREAK ROOM
PLASTIC LAM, ON f!
SINK
3/4" PLYWOOD
WIRE PULLS---4[''�
PLASTIC LAM, ON
5/8" PLYWOOD BACK-
T
PLASTIC LAM. ON
3/4- PLYWOOD TYPICAL
AT DOORS, SHELVES &
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14-, -LAM BASE
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CABINET SECTION 0 BREAK ROOM,
SCALE: 1 " = l'-O"
PLASTIC LAM. ON
3/4' PLYWOOD TYPICAL
AT DOORS, ADJUSTABLE
SHELVES & BOTTOMS
WIRE PULLS -
SCALE: I " = l'-O"
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LEGEND (NOT ALL FIXTURES USED)
2' X 4' LAY -IN FLUORESCENT
SOD
CEILING MOUNTED
IL-J
LIGHT FIXTURE
SMOKE DETECTOR
1' X 4' SURFACE MOUNTED
EXHAUST FAN
LIGHT FIXTURE
0 0
RECESSED DOWNLIGHT FIXTURE
4' 2-BULB, STRIP -TYPE
VP
FIXED, DIRECTIONAL, VAPORPROOF
FLUORESCENT FIXTURE
48" SINGLE -BULB, ENCLOSED FLUOR,
GYPSUM BOARD CEILING,
ESCENT. WALL -MOUNT 0 84" AFF
PAINTED
H.V.A.C. DIFFUSER
SPRINKLER HEAD
RETURN AIR OR
ENOTES
EXIT LIGHT; SHADED �IT
EXHAUST GRILLE
DIRECTION OF NEAREST
2' X 4' CEILING GRID
HIGH BAY LIGHT
2' X 2' CEILING GRID
SURFACE MOUNTED LIGHT
HEAT DETECTOR
1 ........ .. i
, STUCCO CEILINGPAINTED
-
COUNG MATE AL
/ HEIGHT
( 4 W-O"
CEILING MATERIAL— CEILING HEIGHT AFF
1
ACOUSTICAL CEILING TILE (24"
X 48")
2
PAINTED GYPSUM BOARD
3
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Ce'doing
Remarks
No.
100
Name
OFFICE
Material
ACT
Height
9'-0"
101
BREAKROOM
VCT
VB
PTD
GYD
BD
PTD
GYP
BD
PTD
GYP
BD
PTD
GYP
BD
ACT
9'-0"
P-LAM
AT MILLWORK
102
MECHANICAL
CONC
VB
PTD
GYD
BD
PTD
GYP
BD
PTD
GYP
BD
PTD
GYP
BD
NONE
OTD
103
SHOP MANAGER
CPT
VB
PTD
GYD
BD
PTD
GYP
BD
PTD
GYP
BD
PTD
GYP
BD
ACT
9'-0"
104
UNISEX TOILET
CT
CTB
PTD
GYD
BD
CWT TO 6'-0"
PTD
GYP
BD
PTD
GYP
BD
PTD GYP BD
814"
EPDXY
PAINT/ CERAMIC TILE WAINSCOT TO 5'-0"
105
MENS' TOILET
CT
CTB
PTD
GYD
BD
PTD
GYP
BD
PTD
GYP
BD
CWT TO 6'-0"
PTD GYP BD
9'-O"
EPDXY
PAINT/ CERAMIC TILE WAINSCOT TO 5'-0"
106
STORAGE
SEALED CONC
VB
PTD
GYD
BD
PTD
GYP
BD
PTD
GYP
8D
PTD
GYP
BD
ACT
9'-0"
107
MANAGER
CPT
VB
PTD
GYD
BD
PTD
GYP
BD
PTD
GYP
BD
PTD
GYP
8D
ACT
9'-0"
108
HALLWAY
CT
CTB
^VB
PTD
GYD
BD
PTD
GYP
BD
PTD
GYP
BD
PTD
GYP
BD
ACT
9'42
109
RECEPTIONIST
CPT
PTD
GYD
BD
PTD
GYP
BD
PTD
GYP
BD
PTD
GYP
BD
ACT
9'-0"
P-LAM
AT MILLWORK
110
LOBBY
CT
CTB
PTD
GYD
BD
PTD
GYP
BD
PTD
GYP
BD
PTD
GYP
BD
ACT
9'-0"
200
DETAILING AREA
SEALED CONC
NONE
PTD GYD BD PTD CMU
PTD CMU
PTD CMU
PTD CMU
NONE
OTD
FLOOR:
BROOM FINISH, EPDXY PAINT
H�=_ I W, E.,
CPT
CARPET
VCT
VINYL COMPOSITION TILE
VB
VINYL BASE
P-LAM
PLASTIC LAMINATE
PTD GYP BD
PAINTED GYPSUM BOARD
ACT
24" X 48" ACOUSTICAL CEILING TILE
SEALED CONC
SEALED CONCRETE
CT
CERAMIC TILE
CTB
CERAMIC TILE BASE
OTD
OPEN TO DECK
P R 0 V 15QIlkOJIS FOR BARMIER FREE DOORN
PUSH SIDE
18" MINIMUM
24" PREFERRED3 z
CO
if
NOTE. x = 12 IN IF THE DOOR
(A) FRONT APPROACHES HAS BOTH A CLOSER AND A LATCH,
PULL SIDE 54� M_ INIMU "
I x PUSH SIDE
CHANGES IN LEVELS IN
) UNIG APPROACHES NOTE: y 48 IN MIN. IF DOOR HAS ACCESSIBLE ROUTES
NOTE: x = 36 IN MINIMUM IF y = 60 IN BOTH A LATCH AND A CLOSER.
x = 42 IN MINIMUM IF y = 54 IN. 1-1 11
PULL 51DF PUSH SIDE
�
24" MINIMUM 24" MIIN.
NOTE: ALL DOORS IN ALCOVES
x SHALL COMPLY WITH THE
Co CLEARANCES FOR FRONT
APPROACHES.
NOTE: y - 54 IN MINIMUM IF THE DOOR HAS A CLOSER.
(0 LATCH SDE APPROACKS NOTE: y = 48" IN MINIMUM IF THE DOOR HAS A CLOSER.
5'_0„
V4' TJTD GLASS, TYPICAL
PROVIDE MAXMN SHADING COEFFICIENT OF 0.7 AT ALL EXTERIOR WINDOWS
NO = 1`1ASONRY OPENING
SCALE: Y4" = I'-01'
An
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FRAMES
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MATEMA
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PAINT 2
HOL NTL
PAINT q/A8,2
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PAINT 10/A6.2
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PAINT -
-
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P103A 3'-0" X 6'-0" X IA"
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SC WOOD
STAIN 2
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q/A8.2
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F
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PAINT q/A8.2
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MARBLE
-
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D105 3'-0" X 6"-8' X i'
F
HOL NTL
PAINT 2
HOL NTL
PAINT 9/A8.2
q/A8.2
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UNDERCUT I'
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F
HOL NTL
PAINT 2
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PAINT 9/A8.2
9/A8.2
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F
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STAIN 2
HOL NTL
PAINT /A8.2
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PAINT I
HOL NTL
PAINT 3/A8.2
2/A8.2
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METAL
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F
HOL NTL
PAINT I
HOL NTL
PAINT 3/A8.2
2/A8.2
4/A8.2 2
METAL
HARDWARE UMTY / ACCESMffy CODE
ALL DOORS TO BE PROVIDED WITH HARDWARE (LEVER TYPE)
TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE; IN
HAVING A SHAPE THAT IS EASY TO GRASP WITH
ACCORDANCE WITH FLORIDA STATUTES CHAPTER
ONE HAND AND DOES NOT REQUIRE TIGHT
553, PART FLORIDA
GRASPING,
V, ACCESSIBILITY CODE
4,13.9
HARDWARE SPMHCAT�ONS DESO BASIS
SET
SET
_
HINGES, INTERIOR DOORS
HAGER BB1191 40 x 40 626
#1
EXTERIOR STOREFRONT
EXIT SINGLE
#5
EXIT, PASSAGE
HINGES, EXTERIOR DOORS
HAGER BB'1199 NRP 46 x 40 630
1 EXIT DEVICE (PANIC HARDWARE
BALANCE OF HARDWARE
1-1/2 PAIR BUTTS
BY D00 MFR
1 EXIT DEVICE
CLOSER
LCN 1460 SERIES SNB 689
1 OVERHEAD STOP
1 MOP PLATE (DETAIL SIDE)
LOCKSET / LATCHSET
_
SCHLAGE RHODES SERIES 626
1 KICKPLATE (OFFICE SIDE)
#2
EXTERIOR EXIT
#6
BIFOLD
FLUSH BOLTS
_
ROCKWOOD 555 630
1-1/2 PAIR BUTTS
1 RAIN DRIP
HARDWARE BY DOOR MANUFACTURER
EXIT DEVICE
MONARCH F-18-M 630
1 THRESHOLD
1 OVERHEAD STOP
1 WEATHERSTRIPPING
PUSH PLATE
ROCKWOOD 70 6" x 16" 630
1 EXIT DEVICE
PULL PLATE
_
ROCKWOOD 110 x 70C 630
#3
RESTROOM, PASSAGE
#7
OFFICE, KEYED
KICK PLATE
ROCKWOOD 8 x 2" LOW 630
1-1/2 PAIR BUTTS
1 PASSAGE LOCKSET
1 MOP PLATE
1 KICKPLATE
1-1/2 PAIR BUTTS
1 KEYED LOCK ET
MOP PLATE
ROCKWOOD 4 x 2" LOW 630
STOP
1 OVERHECLOSER
1 CLOSER
1 THRESHOLD
1 WALL STOP �AT DOORS D103A & D109)
1 RAIN DRIP
1 WEATHERSTRIPPING
1 OVERHEAD STOP AT DOORS D10O & D107
( )
WALL STOP
ROCKWOOD 406 OR 409 630
OVERHEAD STOP
GLYNN-JOHNSON 905 630
#4
RESTROOM, PRIVACY
1-1/2 PAIR BUTTS
#8
STORAGE
WEATHERSTRIPPING
PEMKO 303AV
1 PRIVACY LOCKSET
1 WALL STOP
1-1/2 PAIR BUTTS
1 STORAGE LOCKSET
THRESHOLD
PEMKO 2005AV_
1 MOP PLATE
1 OVERHEAD STOP
1 MOP PLATE (DETAIL SIDE}
1 KICKPLATE
RAIN DRIP
PEMKO 346D
1. ALL DOORS SHALT. HAVE SAME ELEVATION WITH NO MORE THAN 1/4" DIFFERENCE ON
EITHER SIDE OF THRESHOLD.
2. ALL DOORS AND WINDOWS SHALL HAVE CAULK ON INTERIOR PERIMETER AND SEALANT
ON EXTERIOR PERIMETER.
3. ALL HARDWARE TO BE BORED TYPE.
4. COORDINATE ALL LOCKSETS WITH OWNER
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SCALE: %° = r-0"
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ARCHITECTURAL
DYNAMICS, LLC
2816 PICKFAIR STREET
ORLANDO, FL
32663-6827
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5" CONCRETE SLAB WITH 4" CONCRETE SLAB WITH
FIBERMESH - SEE PLAN FIBERMESH - SEE PLAN
FOR SLAB DEPTH - FOR SLAB DEPTH
FINISHED FIRST FLOOR
O'—O" REFERENCE DATUM) —�— Q
1135
4 4
(3) #53 CONT. W/#3
CROSS —TIES AS NEEDED - _ I I1 ;I t �.
J I I--
TEE-] -__ _ I � TEE-2
SCALE: N' == 1'-0ar
SCALE: Y" = 1'-0"
DESIGN CRITERIA:
01 ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE
STANDARD BUILDING CODE LATEST EDITION.
GENERAL:
G1 THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE
COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO
FABRICATION OR START OF CONSTRUCTION.
G2 NO STRUCTURAL. MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN
STRENGTH.
G3 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED OR UNLESS OTHERWISE NOTED
OR DETAILED, SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS,
G4 ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL UNLESS
OTHERWISE NOTED OR DETAILED.
G5 6 MILLIMETER VAPOR BARRIER
FOUNDATIONS:
F1 CONTRACTOR SHALL DETERMINE IF ANY UNSUITABLE CONDITIONS ARE DISCOVERED
DURING EXCAVATION WHICH WOULD PREVENT ATTAINMENT Of THE DESIGN SOIL
PRESSURE REQUIRED BY THE SOILS REPORT.
SCALE: 74" = I`-0"
PAINT TRAP
6" DIA STE
FILLED WITI
1/2" EXPA
PAVING OR
CONCRETE
DEEP AND
#5 REBAR
r r'
SCALE: N' = I'--0`
OL FINISHED FIRST FLOOR
0'-0" REFERENCE DATUM)
G5 11 I-
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(3]1
AS NWNEEDED
6,PROVIDE 6" WIDE LEDGE
AT VENEER AT OFFICE
(SEE S.1 FOR LOCATIONS)
CONCRETE & REINFORCING:
Cl CONCRETE WORK SHALL CONFORM TO ACI CODE REQUIREMENTS FOR REINFORCED
CONCRETE (ACI 318-89).
C2 ALL CONCRETE SHALL HAVE A MIN. 28 DAY STRENGTH AS FOLLOWS:
FOUNDATIONS, FILLED CELLS, TIE BEAMS, SLABS ON GRADE - 3,000 psi
C3 REBARS SHALL CONFORM TO ASTM-615 GRADE 60. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A-185.
C4 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS
OTHERWISE NOTED:
WELDED WIRE FABRIC: 6"
ALL OTHERS: SEE DETAILS
C5 REINFORCING IN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED
36X BAR DIAMETER AT SPLICE UNLESS OTHERWISE NOTED. HOOK AND LAP ALL
CORNER AND INTERSECTING BARS.
C6 MINIMUM COVER FOR REINFORCING SHALL BE DETAILED,
5" CONCRETE SLAB WITH
FIBERMESH — SEE PLAN
FOR SLAB DEPTH
li I FINISHED FIRST FLOOR
— - -a--�- ` 0'-0" REFERENCE DATUM) _
Q p i i 11- I
4. 4 == G5
Q 11=
(3) #5s CONT. W/#3
1 �J�I ICI I CROSS —TIES AS NEEDED
IS"
SCALE: I" = 1'-0"
FILLED CELL (TYP.)
W/ #5 VERTICAL
REINFOprlmn (Tvp 1
CUNT, PVC CONTROL
JOINT INSERT
#5 VERTICAL REINFORCING
(TYP.)
CONTROL BLOCK UNIT
CONT. BACKER ROD AND
SEALANT BOTH SIDES,
3/8" JOINT TYP.
1) '-MCJ.' MASONRY CONTROL JOINT
2) PROVIDE A DUMMY JOINT AT TIE BEAMS
IN LINE W/ MCJ.
[M-l"W�filiz�:llljlq
SCALE: A" = I'--0"
MASONRY:
Ml MASONRY SHALL CONFORM TO ACI STANDARDS & BUILDING CODE REQUIREMENTS
FOR CONCRETE MASONRY (ACI 530-881 ASCE 5-88) AND SPECIFICATIONS FOR
MASONRY STRUCTURES (ACI 530.1-881 ASCE 6-88).
M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90.
M3 MORTAR SHALL COMPLY WITH ASTM C270, TYPE'M' OR'S'.
N
PLAN VIEW
m
y
MARK LENGTH REMARKS
HP1 20'-0" #5 REBAR HAIRPIN BENT TO 90d ANGLE, EACH LEG APPROX. 10'--0"
HP2 20'-0" #5 REBAR HAIRPIN BENT TO 45d ANGLE, EACH LEG APPROX. '10'-0"
USED AT INSIDE CORNERS
-, fliil
r
MARK REMARKS DETAIL
TDE-1
TURNED DOWN EDGES TO BE 18" WIDE X 24" DEEP CONTINUOUS AROUND -/ S.2
PERIMETER OF SLAB W/ (3) #5 REBAR CONTINUOUS/LAPPED
5" DEEP SLAB
TDE-2 TURNED DOWN EDGES TO BE 18" WIDE X 24" DEEP CONTINUOUS AROUND -/ S.2
PERIMETER OF SLAB W/ (3) #5 REBAR CONTINUOUS/LAPPED
4" DEEP SLAB
1. 20' LONG #5 REBAR HAIR PIN TYPICAL AT F1 & F2
2, THIS DESIGN WILL MEET THE 120 MPH WIND LOAD AS PER SECTION 1606 OF THE 2001 FBC
3. REFER TO "USA" ANCHOR BOLT LAYOUT FOR EXACT LOCATION OF COLUMNS
NOTES
1, ANCHOR BOLTS SHALL BE MANUFACTURED AND PLACED IN CONFORMANCE WITH
METAL BUILDING MANUFACTURER'S SPECIFICATIONS.
2. FOUNDATION DESIGN IS FOR PRE—ENGINEERED METAL BUILDING. SHOP DRAWINGS
INCLUDING REACTIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER
SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION AND/OR FOUNDATION
POUR.
1 PRE—ENGINEERED METAL BUILDING SHALL MEET MINIMUM LOAD REQUIREMENTS OF
2001 FBC, 120 MPH REGION.
4. DESIGN WIND LOADS IN CONFORMANCE WITH 2O01 FBC, 110 MPH REGION.
5. FINAL PRE—ENGINEERED METAL BUILDING FOUNDATION DESIGN MAY BE ADJUSTED
PER FINAL LAYOUT BY METAL BUILDING MFR., SIGNED AND SEALED BY A
REGISTERED ENGINEER IN THE STATE OF FLORIDA.
5. VERIFY SLAB ELEVATIONS WITH CIVIL.
ELEVATION
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® HVAC KEY NOTES:
M1: PROVIDE AND INSTALL NEW 24" X 24" STAMPED FACE OFF
WHITE STEEL SUPPLY AIR CEILING DIFFUSER EQUAL TO TITUS TMS.
BALANCE TO NOTED CFM WITH MANUAL VOLUME DAMPER IN SPIN
IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN.
M2: PROVIDE AND INSTALL NEW 12" X 12" STAMPED FACE OFF
WHITE STEEL SUPPLY AIR CEILING DIFFUSER EQUAL TO TITUS TMS.
BALANCE TO NOTED CFM WITH MANUAL VOLUME DAMPER IN SPIN
IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN.
M3: PROVIDE AND INSTALL NEW 24" X 24" LOUVERED FACE OFF
WHITE STEEL RETURN AIR FILTER GRILLE EQUAL TO TITUS 35ORLF1
WITH 20" X 20" 1" TA MEDIA. BALANCE TO NOTED CFM WITH MANUAL
VOLUME DAMPER IN SPIN IN FITTING. NECK AND CFM ARE NOTED
ON THE PLAN. PROVIDE SQUARE TO ROUND ADAPTOR AS
REQUIRED,
M4: PROVIDE AND INSTALL NEW 24" X 24" LOWERED FACE OFF
WHITE STEEL TRANSFER AIR GRILLE EQUAL TO TITUS 35OR WITH NO
MANUAL VOLUME DAMPER. NECK SIZE AND CFM (FOR ACCOUNTING
PURPOSES) ARE NOTED ON THE PLAN. PROVIDE SQUARE TO
ROUND ADAPTOR AS REQUIRED.
M5: PROVIDE AND INSTALL NEW LOUVERED FACE STEEL RETURN
AIR FILTER REGISTER WITH INTEGRAL VOLUME DAMPER EQUAL AND
WITH 1" TA FILTER MEDIA. EQUAL TO TITUS 35ORLF1 IN SIDE OF
WALL AS SHOWN. NECK SIZE AND CFM ARE NOTED ON PLAN. IN
LIEU OF INTEGRAL DAMPER, A FABRICATED SLEEVE AND DAMPER
MAY BE USED.
M6: SUGGESTED LOCATION OF 120 VAC CONV. OUTLET PER FMC
AND NEC.
M7: PROVIDE AND INSTALL NEW 16" X 16" STORM PROOF PRIMED
ALUMINUM OUTDOOR AIR LOUVER WITH AN ALUMINUM BIRD
SCREEN AND 1" WASHABLE; REMOVABLE ALUMINUM FILTER.
ELEVATION AND CFM ARE INDICATED ON THE PLAN. PRIME AND
PAINT. SELECTION OF COLOR BY OWNER.
M8: PROVIDE AND INSTALL NEW 16" X 8" STORM PROOF PRIMED
ALUMINUM EXHAUST AIR LOUVER WITH AN ALUMINUM BIRD SCREEN.
ELEVATIONS AND CFM INDICATED ON PLAN. PRIME AND PAINT.
SELECTION OF COLOR BY OWNER.
M9: PROVIDE AND INSTALL 3/4" SOLVENT WELDED SCHEDULE 40
PVC CONDENSATE PIPE WITH A 3" P TRAP AND CLEANOUT AT AHU.
MANIFOLD TO 1.25" PIPE. ROUTE BELOW SLAB TO DRYWELL.
M10: PROVIDE AND INSTALL 24" DIAMETER X 24" HIGH DRYWELL
WITH PEA GRAVEL FILL. DRYWELL MAY BE COVERED WITH SOD PER
FMC. COORDINATE LOCATION WITH INTERCEPTOR (BY PLUMBING
CONTRACTOR).
MI 1: INSTALL CONDENSING UNIT ON 4" CONCRETE PAD WITH
THICKENED EDGE AND EXTENDED 4" AROUND UNIT. STRAP THE
COND. UNIT TO THE SLAB WITH 4 (1 PER SIDE WITHOUT ACCESS
OBSTRUCTION) 26 GA. GALV: STRAPS, #10 GALV. SELF -TAPPING
SCREWS, AND 1/4" TAPCONS WITH 1" EMBED.
a� HVACPLAN.
SCALE 1/16" _
NORTH
M12: ROUTE SUCTION AND LIQUID PIPING FROM EACH AHU IN PVC
CONDUIT BELOW THE SLAB TO THE CORRESPONDING CONDENSING
UNIT. SEAL PENETRATIONS,. MOISTURE AND VERMIN PROOF,
M13: PROVIDE AND INSTALL NEW 4 TON SPLIT SYSTEM DX
CONDENSING UNIT (CU) EQUAL TO CARRIER MODEL 38CKC048,
48,000 BTUH TOTAL COOLING CAPACITY, 10.0 SEER. 208 VAC SINGLE
PHASE. 31.9 MCA, 50 AMPS MAX NEC DISCONNECT. PROVIDE WALL
MOUNTED ADJUSTABLE T'STAT WITH LOCKING COVER SET AT 74d-F.
DISCONNECT BY ELECTRICAL CONTRACTOR.
M14: PROVIDE AND INSTALL NEW 4 TON SPLIT SYSTEM DX AIR
HANDLING UNIT (AHU) WITH ELECTRIC HEAT EQUAL TO CARRIER
MODEL FB4ANO48. 1,600 CFM SUPPLY AIR. 160 OUTDOOR AIR CFM.
314 HP FAN MOTOR AND 7.5 KW HEATER (AT RATED VOLTAGE) WITH
SINGLE POINT WIRING KIT AT 208 VAC SINGLE PHASE. DISCONNECT
BY ELECTRICAL CONTRACTOR. UNIT WEIGHTS 175#.
M15: PROVIDE AND INSTALL NEW 2 TON SPLIT SYSTEM DX
CONDENSING UNIT (CU) EQUAL TO CARRIER MODEL 38CKCO24.
24,000 BTUH TOTAL COOLING CAPACITY, 10.0 SEER. 208 VAC SINGLE
PHASE. 15.5 MCA, 20 AMPS MAX NEC DISCONNECT. PROVIDE WALL
MOUNTED ADJUSTABLE. T'$TAT WITH LOCKING COVER SET AT 74d F.
DISCONNECT BY ELECTRICAL CONTRACTOR.
M16: PROVIDE AND INSTALL NEW 2 TON SPLIT SYSTEM DX AIR
HANDLING UNIT (AHU) WITH ELECTRIC HEAT EQUAL TO CARRIER
MODEL F84ANO24. 800 CFM SUPPLY AIR. 50 OUTDOOR AIR CFM. 1/4
HP FAN MOTOR AND 6 KW HEATER (AT RATED VOLTAGE) WITH
SINGLE POINT WIRING KIT AT 208 VAC SINGLE PHASE. DISCONNECT
BY ELECTRICAL CONTRACTOR. UNIT WEIGHS 112#.
M17: PROVIDE AND INSTALL NEW CEILING MOUNTED EXHAUST FAN
EQUAL TO COOK GEMINI GC-140. 100 CFM AT 0.375" ESP. 70 WATTS
AT 120 VAC. PROVIDE UNIT WITH MANUAL STARTER, DISCONNECT,
CEILING GRILLE AND INTEGRAL BACKDRAF`r DAMPER. INTERLOCK
FAN WITH LIGHT SWITCH IN ROOM. INSTALL UNIT ABOVE CEILING
WITH INTEGRAL CEILING MOUNTING CLIPS. UNIT WEIGHS 15#.
M18: PROVIDE AND INSTALL NEW CEILING MOUNTED EXHAUST FAN
EQUAL TO COOK GEMINI GC-180. 230 CFM AT 0.375" ESP. 192 WATTS
AT 120 VAC. PROVIDE UNIT WITH MANUAL STARTER, DISCONNECT,
CEILING GRILLE AND INTEGRAL BACKDRAFT DAMPER. INTERLOCK
FAN WITH LIGHT SWITCH IN ROOM. INSTALL UNIT ABOVE CEILING
M19: PROVIDE AND INSTALL NEW WALL MOUNTED EXHAUST PAN
WITH INTEGRAL SLEEVE, SHUTTER, OSHA GUARD AND HEAVY DUTY
POWER ASSEMBLY EQUAL TO COOK WALL PAC 30XLPH. 8134 CFM AT
0. 15" WG 120 VAC.1 HP NEC DISC BY ELECTRICAL TRADE.
CONTROL WITH WALL SWITCH. ADJACENT TO SWITCH PROVIDE
ENGRAVED PLASTIC SIGN TO READ "OPERATE FAN ONLY WHEN
DOOR IS OPENED". UNIT WEIGHS APPROX 275#. SUPPORT AT
METAL BUILDING WALL BY METAL BUILDING MANUFACTURER OR
STRUCTURAL- ENGINEER ONLY.
M20: PROVIDE AND INSTALL NEW STORM PROOF PRIMED
ALUMINUM OUTDOOR AIR LOUVER WITH AN ALUMINUM BIRD
SCREEN. ELEVATION AND CFM ARE INDICATED ON THE PLAN. A
PRIME AND PAINT. SELECTION OF COLOR BY OWNER.
GENERAL_ MECHANICAL NOTES:
1. THE DRAWING DEPICTS THE REQUIRED HVAC SCOPE OF WORK
WHICH IS ASSOCIATED WITH NEW CONSTRUCTION.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
FLORIDA MECHANICAL CODE (FMC), FPA 90A AND 101, ASHRAE,
SMACNA, NEC AND SANFORD, FLORIDA (AHJ).
3. CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS AND PAY
THE ASSOCIATED FEES.
4. COORDINATE ALL WORK WITH THE OWNER AND ALL TRADES.
5. ALL NEW RIGID SUPPLY, RETURN AND MIXED AIR DUCTWORK
SHALL, BE 1.5" THICK FIBERGLASS DUCT130ARD WITH A MIN R VALUE
OF R-6.0. ALL NEW RIGID. OUTDOOR AND EXHAUST AIR DUCTWORK
SHALL BE GALV. STEEL SNAP LOCK. ALL DUCT AND INSULATION
JOINTS SHALL BE MADE WITH GLASS FAB AND APPROVED MASTIC.
FABRICATE AND SUPPORT ALL DUCTWORK IN ACCORDANCE WITH
SMACNA. DUCT DIMENSIONS REFERENCED ARE CLEAR INSIDE
DIMENSIONS. ALL NEW FLAXIBLE SUPPLY AIR, TRANSFER AIR AND
RETURN AIR DUCTWORK SHALL BE CONSTRUCTED TO SMACNA
STANDARDS WITH AN INTEGRAL VAPOR BARRIER AND A MIN R
VALUE OF R-6.0. ALL DUCTWORK, MASTICS, ETC. SHALL HAVE MAX.
25 FLAME SPREAD AND MAX. 50 SMOKE DEVELOPED RATINGS.
6. APPLY 2.2" THICK 3/4 POUND DENSITY FIBERGLASS INSULATION
WITH AN FSK VAPOR BARRIER AND GLASS FAB AND MASTIC TO THE
TOP OF THE NEW CEILING SUPPLY AIR DIFFUSERS.
7. NO INDIVIDUAL AHU HAS A CAPACITY GREATER THAN 2000 CFM.
EACH AHV IS ASSOCIATED WITH A SEPARATE PLENUM AND AS SUCH
NO DUCT MOUNTED SMOKE DETECTORS ARE REQUIRED PER FMC.
8. AIR DISTRIBUTION TEST AND BALANCE SHALL BE DONE IN
ACCORDANCE WTIH NESS OR AABC REQUIREMENTS BY INDIVIDUALS
FAMILIAR WITH THE PROCEDURES AND PRACTICES INVOLVED.
9. PROVIDE THE OWNER 3 COPIES OF ALL EQUIPMENT
GUARANTEES, WARRANTIES, PART LISTS, ETC. SCHEDULE A
MINIMUM OF 2 HOURS AT THE PROJECT SITE TO FAMILIARIZE THE
OWNER OR DESIGNATED REPS WITH THE WAYS IN WHICH THE
SYSTEMS ARE OPERATED AND MAINTAINED,
10. LOCATIONS OF T'STATS AR SUGGESTED. VERIFY ACCEPTANCE
WITH THE OWNER PRIOR TO INSTALLATION. HEIGHTS SHALL
CONFORM TO ADA REQUIREMENTS.
11. PROVIDE PROPER ACCESS FOR ALL MECHANICAL EQUIPMENT
COMPONENTS REQUIRING SERVICE, ACCESS, INSPECTION AND USE
IN ACCORDANCE' WITH THE MANUFACTURER'S RECOMMENDATIONS,
FMC AND AHJ.
12. THERE ARE NO DUCT OR PIPING PENETRATIONS OF ANY FIRE
RATED ASSEMBLIES AND AS A RESULT, NO FIRE DAMPER DETAILS
OR PIPING PENETRATION DETAILS ARE SHOWN.
13. INSULATE ALL SUCTION REFRIGERANT PIPING WITH 1/2"
ARMSTRONG ARMAFLEX INSULATION WITH 2 COATS OF
ARMSTRONG FINISH APPLIED TO ALL EXPOSED INSULATION AT THE
CONDENSING UNITS.
14. ALL CONDENSATE PIPING SHALL BE S-40 PVC WITH SOLVENT
WELDED JOINTS.
15. PER THE FMC, THERE ARE A MAX OF 8 PEOPLE IN THE BUILDING
EACH REQUIRING 20 CFM OUTDOOR AIR OR A TOTAL OF 160 CFM.
200 CFM HAS BEEN SPECIFIED. TOILET AND UTILITY ROOMS HAVE
BEEN EXHAUSTED AT 2 GFM PER SE IN EXCESS OF THAT REQUIRED
PER THE FMC,
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ARCHITECTUML
DYNAMICS, LLC
ORLANDO, FL
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PHONE:
FAX 40. `96 3501
archsolve@aol.com
FL LIC NO: W.00
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CONSTRUCnON CO.
GENERAL
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CONTRACTORS
,I MONROE , r
SANFORD,
PH 407 323 1150
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P.O. BOX 471366
LAKE MONROE, FL 6
drodd@mckeeconsftucfionco.com
A. PETER TANKEL, P.E.
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NOTE:
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ROOF/METAL DECK
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FAB AND MASTIC (TYP)
TRAPEZE
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HVAC SECTION
NOT TO SCALE
NOT TO SCALE
SEAL SPIN -IN FITTING
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CLEANOUT
SPIN -IN FITTING WITH
VOLUME DAMPER
AIR HANDLING UNIT
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ULLBOX TO BE PROVIDED
ITH TRAFFIC -RATED COVER
IN, 12" X 18" X 12" DEEP
7NDUIT WITH WIRES,
[ZE AS INDICATED
J THE: DRAWINGS,
FOR POLE
SLIGHT POLE INSTALLATION DETAIL
SCALE: NONE
PANEL: SL
VOLTAGE: 120/208/3PH
MOUNTING: SURFACE A.I.C.
SPACES: 30 SECTION:
WL0
22 KA SERIES RATED
1 OF 1
CIRCUIT
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POLE
CIR
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CIRCUIT
LABEL
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B
C.
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NO.
NO.
CB
A
B
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LABEL
SITE LTG
16
20
2
1
2
20
2
16
SITE LTG
16
3
4
16
SITE LTG
16
20
2
5
6
20
2
16
SITE LTG
16
7
8
16
SITE LTG
16
20
2
9
10
20
2
16
SITE LTG
16
If
12
16
SITE LTG
16
20
2
13
14
20
2
16
SITE LTG
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15
16
16
SITE LTG
11
20
2
17
18
20
2
11
SITE LTG
11
19
20
11
SITE LTG
11
20
2
21
22
20
2
1 t
SITE LTG
it
23
24
11
SITE LTG
11
20
2
25
26
20
2
9
SITE LTG
11
27
28
9
29
30
NO DEMAND TAKEN
CIRCUITS t8,20,9,11,13,15,6,826,28 TO BE ROUTED TO (2) 6 POLE CONTACTORS
CONTROLLED BY A PHOTOCELL
CIRCUITS 14,16,18,20,22,24,1,3,5,7,17,19,21,23,25,27,2,4 TO BE ROUTED TO
(3) 6 POLE CONTACTORS CONTROLLED BY A TIME CLOCK
138
138
108
TOTAL
LIGHTING CONTACTORS
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LIGHTING FIXTURE SCHEDULE:
TO SITE LIGHTING FIXTURE
SLA: (2) LSI #CT2H-3-400-MHR-F-208-BRZ
MOUNTED ON 35' CONCRETE POLE.
FIXTURE AND POLE TO
BE FURNISHED BY OWNER, CONTRACTOR TO
CONTACTOR MOUNTING DETAIL
OBTAIN FIXTURE FROM
OWNER'S ON SITE STORAGE AND INSTALL
SCALE: NONE
SLA: (2) LSI #CTL-3-1000-MHR-F-208-BRZ
MOUNTED ON 35' CONCRETE POLE.
1. PROVIDE CONTACTORS AS INDICATED ON PANEL SCHEDULE.
FIXTURE AND POLE TO
BE FURNISHED BY OWNER. CONTRACTOR TO
CONTACTORS TO BE ELECTRICALLY HELD IN NEMA 1 ENCLOSURE
PROVIDE TIMECLOCK OR PHOTOCELL AS INDICATED TO CONTROL CONTACTORS.
OBTAIN FIXTURE FROM
OWNER'S ON SITE STORAGE AND INSTALL
TIMECLOCK TO BE 7 DAY, ASTRO-DIAL, SPRING WOUND WITH BACK-UP
2. PROVIDE 12"X12" 36" WIREWAY BELOW CONTACTORS FOR REDUCTION
GENERAL NOTE:
a
OF WIRE SIZE TO CONNECT TO CONTACTOR, PROVIDE TERMINAL BLOCKS
2
QUANTITY AS REQUIRED TO REDUCE WIRING FROM #4 TO #10. WIRING FROM
POLE TO BE SIZED FOR 140
MPH WIND WITH 1.3 GUST FACTOR AT RATED EPA
TERMINAL BLOCK THRU CONTACTOR TO PANEL TO BE #10 THHN CU.
OF FIXTURE. INSTALL IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS,
SITE LIGHTING
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SYMBOL DESCRIPTION
CEILING OUTLET BOX AND FLUORESCENT FIXTURE
4c=r EMERGENCY LIGHTS (BATTERY PACKS)
0 CEILING OUTLET BOX AND LIGHT FIXTURE
CH WALL OUTLET BOX AND LIGHT FIXTURE
CEILING OUTLET BOX AND EXIT LIGHT FIXTURE
(SHADING INDICATES FACE)
WALL OUTLET BOX AND SINGLE POLE SWITCH
20 AMP, 125V
WALL OUTLET BOX AND THREE—WAY SWITCH 20A.
WALL OUTLET BOX AND 3/4"C TO CEILING FOR
TELEPHONE AND DATA
WALL OUTLET BOX AND SPECIAL PURPOSE RECEPTACLE
WALL OUTLET BOX AND 20 AMP,125V DUPLEX RECEPTACLE
WALL OUTLET BOX AND 20 AMP DUPLEX RECEPTACLE D
B-1/ VA
!��Om RECEPTACLE MOUNTED ABOVE COUNTER. RECEPTACLE TO, BE PHOTOCELL
GFI TYPE AT SINKS, RESTROOMS AND FOOD SERVICE AREAS.
GFI
WALL OUTLET BOX AND 20 AMP GFI RECEPTACLE
(WPG=WEATHERPROOF GROUND FAULT. COVER TO BE
LISTED AS WEATHERPROOF WITH CORD CAP INSERTED)
WALL OUTLET BOX AND (2) 20 AMP DUPLEX RECEPTACLES
FLUSH WALL OR CEILING JUNCTION BOX
SURFACE MOUNTED JUNCTION BOX
DISCONNECT SWITCH, SIZE AS NOTED X
E
MOTOR CONNECTION, AS NOTED
120/208V BRANCH CIRCUIT PANELBOARD SURFACE MOUNTED
TELEPHONE TERMINAL BOARD
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BRANCH CIRCUIT CONDUIT CONCEALED ABOVE
CEILING OR IN WALL
GROUND OR GROUND ROD AS NOTED
0
SCALE: 1/8" = V-0"
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NORTH
GENERAL NOTES:
1. ALL FIXTURES TYPE "A" UNLESS OTHERWISE NOTED,
2. CONNECT EXIT AND EMERGENCY LIGHTS TO LOCAL CIRCUITS AHEAD OF SWITCHING.
B:
F
F
2-#10,#12G
2-4TO,#12G
DETAILING AREA
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PHOTOCELL
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B-21
IGH DRYER
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F RATINGS-1,2'3'AND 4 HR (SEE ITEMS 2 AND 3)
T RATINGC-0/1,2,3 AND 4 AR (SEE [TEN 3)
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SECTION A --A
1. Wall Assembly — The 1, 2, J or 4 hr fire —rated gypsum
wallboard/stud *oU assembly shall be oonohuoind of the
materials and in the manner described in the individual U300
or U400 3odms Wall or Partition Designs in the UL Fire
Resistance Directory and ehqU include the foUowinq
construction features:
A. Studs — Wo)| framing mny consist of either wood studs
(max 2 hr fire rated assemblies) or uto*| channel studs.
Wood studs to consist of nom 2 by 4 in. lumber spuooJ 16
in. UC with nom 2 by 4 in. lumber end plates and cross
braces. Steel studs to be min 3-5/8 in. v!do by 1-3/8
in. deep channels vp000d max 24 in. 0C.
B. Wallboard Gypsum * — Nonn 1/2 or 5/8 in. thick, 4 fL wide
with square or tapered edges. The wallboard type,
thiokneua, number of layers, /ooteoor type and sheet
orientation ahu|1 be as specified in the individual 1/300
or U400 Series Design in the UL Fire Resistance
Dirontory. Max d|orn of opening is 13-1/2 in.
2. Pipe or Conduit — Nom 12 in. dium or smaller) S,hodv|, }U (',
smaller)heavier) steel pipe, nom 6 in. -diarn (or steel
tubingconduit, nom 4" diam (or smaller) steel electrical metallic
or Theavier)_copper tubing or '_m 1 in. —_m
(or smaller) flexible steel conduit. 'When
Uax8do steel conduit is used, max F Rating of Orook`
system (Itmn 3) Is 2 h. Steel pipes of conduits |urg°r than
nvm 4 in. dinm may only be used in woUs c0113t'ooted uSing
steel channel studs. A max of one pipe or conduit is
permitted in the fireatup system. Pipe o, conduit to be
ioatoHod near center of stud cavity width and to be rigidly
supported on both sides of wu|| assembly.
3. F0, Void or Cavity Materials* — Caulk — Caulk 0|| material
installed to completely h!| annular space between pipe or
conduit and gypsum wallboard and with o min 1/4 in. dium bead
of caulk applied to perimeter of pipe or conduit at its ngronu
from the noU. Caulk hnutoUod symmetrically on both a!dma o/
wall assembly. The hourly F Rating of the 8rostop system is
dependent upon the hourly fire rating o/ the wall omnomb|y in
which it is installed, ua shown in the following table. The
hourly T Rating of the fkoo\op system is dependent upon the
type or a|zo of the pipe or conduit and the hourly fire ,nting
of the wall assembly in which it is installed, as tabulated
below:
Max Pipe or Annular F T
Conduit Space, Rntinq, R"Unq.
D|om` In In H/ ik
1 O to 1 o/ 2 0+' 1 or 2
1 1/4 to 1 3 or 4 3 or 4
4 0 to 1 1 or 2 O
S 1 to 1/2 3 or 4 0
12 3/18 to 3/8 1 or 2 O
+ When copper pipe is used, T rating is 0 h.
* Bearing the UL C|ooaiUout|on Marking
POWER, A N
NORTH
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om
—PROPOSED SERVICE
LOCATION
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SECTION 16010 - ELECTRICAL GENERAL PROVISIONS
1, ALL WORK AND EQUIPMENT SHALL BE IN COMPLIANCE WITH THE
FOLLOWING CODES AND STANDARDS:
A. NFPA-101, LIFE SAFETY CODE,
B. NFPA-70 (2002), NATIONAL ELECTRICAL CODE
C. FLORIDA MECHANICAL CODE (2002)
D. FLORIDA BUILDING CODE (2002).
E. AMERICANS WITH DISABILITIES ACT (1992).
2. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECT, EXCEPT
WHERE SPECIFICALLY NOTED ON THE PLANS TO BE RECONNECTED
OR REUSED.
3. ALL SYSTEMS SHALL BE TESTED FOR PERFORMANCE VERIFICATION
IN THE PRESENCE OF THE OWNER AT COMPLETION OF PROJECT.
4. VISIT THE ,JOBSITE PRIOR TO BID AN EXAMINE THE EXISTING
CONDITIONS INCLUDE ALL MATERIAL AND LABOR FOR A
COMPLETE INSTALLATION.
SECTION 16050 - BASIC MATERIALS AND METHODS
1 ELECTRICAL CONNECTIONS TO EQUIPMENT
A PROVIDE POWER CIRCUIT WIRING FOR ALL EQUIPMENT REQUIRING
ELECTRICAL POWER AND CONNECT COMPLETE UNLESS OTHERWISE
INDICATED IN THE CONTRACT DOCUMENTS.
B MOTOR HORSEPOWER AND EQUIPMENT SIZES SHOWN AND/OR SPECIFIED
ARE ESTIMATED AND SIZE OF WIRE, CONDUIT AND CIRCUIT PROTECTION
DEVICES ARE BASED ON SAID ESTIMATE. ASCERTAIN THE ACTUAL
HORSEPOWER AND CURRENT REQUIREMENTS, OF THE MOTORS AND
EQUIPMENT TO BE INSTALLED, PRIOR TO BEGINNING INSTALLATIONS OF
FEEDERS FOR SAME. IF THE ACTUAL REQUIREMENTS ARE DIFFERENT,
NOTIFY THE ENGINEER TO OBTAIN CLARIFICATION.
C BALANCING ELECTRICAL LOAD: EXERCISE CARE IN CONNECTING THE
VARIOUS ELECTRICAL LOADS TO THE PANELS IN ORDER TO ARRIVE AT A
REASONABLE BALANCE BETWEEN LOADS IN EACH PHASE AT EACH PANEL.
MAKE TESTS AND ADJUST LOADS AT EACH PANEL TO RESULT IN A
REASONABLY BALANCED LOAD CONDITION, SATISFACTORY TO THE UTILITY
COMPANY, ENGINEER, OWNER AND INSPECTION AGENCIES,
2 WIRE AND CABLE - 600 VOLT
A CONDUCTORS: 98% CONDUCTIVITY, SOFT DRAWN COPPER.
B INSULATION: HEAT AND MOISTURE RESISTANT, THHN/THWN 600-VOLT
RATING
C..USE STRANDED CONDUCTOR ON ALL WIRING #6 AWG AND LARGER. ALL
OTHER WIRING MAY BE SOLID,
3 WIRING DEVICES
A PROVIDE SWITCHES AND RECEPTACLES AS MANUFACTURED BY HUBBELL,
PASS & SEYMOUR, LEVITON, ARROW -HART OR GENERAL ELECTRIC.
B DUPLEX RECEPTACLES: 20 AMP, 120 VOLT, HEAVY DUTY, COMMERCIAL
GRADE, GROUNDING TYPE MEETING THE REQUIREMENTS OF
FED. SPEC. WC-596, NEMA WD-1, AND UL-498.
C LIGHT SWITCHES: 20 AMP, 120/277 VOLT, HEAVY DUTY,
COMMERCIAL GRADE, QUIET TYPE MEETING THE REQUIREMENTS OF
FED. SPEC. WS-896 AND NEMA WD-1.
D USE SMOOTH STYLE, 0.10" THICK, PHENOLIC OR UREA
PLASTIC PLATES. MATCH COLOR OF PLATE WITH COLOR OF DEVICE.
PROVIDE PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONES AND
ALL UNUSED JUNCTION BOXES.
E ALL DEVICES SHALL BE DECOR STYLE, WHITE.
4 GENERAL REQUIREMENTS
A USE GOOD WORKMANSHIP IN THE INSTALLATION OF ALL ELECTRICAL
MATERIALS AND EQUIPMENT. INSTALL EQUIPMENT LEVEL, PLUMB AND
TRUE WITH THE STRUCTURE AND OTHER EQUIPMENT. FIRMLY SECURE ALL
MATERIALS IN PLACE AND ADEQUATELY SUPPORTED AND PERMANENT,
MATERIALS EMBEDDED IN CONCRETE OR MASONRY OR OTHERWISE PART OF
THE STRUCTURE ARE CONSIDERED SUFFIC-IENTLY SUPPORTED. USE
HARDWARE AND ACCESSORY FITTINGS OF A TYPE DESIGNED, INTENDED
AND APPROPRIATE FOR THE USE AND COMPLEMENT THE ITEMS WITH WHICH
THEY ARE USED.
5 MINIMUM SIZES
A CONDUIT: 3/4" FOR SWITCH LEGS AND BRANCH CIRCUITS.
3/4"FOR ALL HOMERUNS UNLESS OTHERWISE INDICATED.
B WIRE: #12 AWG FOR ALL POWER AND LIGHTING CIRCUITS. SIGNAL
AND CONTROL WIRING MAY BE SMALLER, AS INDICATED. #10 AWC FOR
ALL HOMERUNS UNLESS OTHERWISE INDICATED
6 WIRING METHODS
A INSTALL ALL WIRING IN CONDUIT OR APPROVED RACEWAYS UNLESS
OTHERWISE INDICATED. CONCEAL THE CONDUIT AND OUTLET
INSTALLATION IN WALLS, ABOVE FINISHED CEILINGS, UNDERGROUND OR
UNDER FLOOR AS SHOWN ON DRAWINGS. CONDUITS MAY BE RUN EXPOSED
ON WALLS AND CEILINGS OF ELECTRICAL ROOMS, MECHANICAL ROOMS,
AND/OR OTHER LOCATIONS AS INDICATED.
B UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR IN THE
SPECIFICATIONS, PROVIDE CONDUIT IN ACCORDANCE WITH THE
FOLLOWING:
RIGID METAL CONDUIT (RMC): ANYWHERE EXCEPT CORROSIVE ENVIRONMEN I S
INTERMEDIATE METAL (IMC): ANYWHERE EXCEPT CORROSIVE ENVIRONMI ITS
THINWALL METAL (EMT): ANYWHERE EXCEPT AS FOLLOWS:
UNDERGROUND.
IN SLABS ON GRADE.
CORROSIVE ENVIRONMENTS.
SCHEDULE 40 AND 80 PVC: UNDERGROUND ONLY,
C�E'3
SIVE ENVIRONMENTS: USE RMC ORlll�COATEDINACCORDANCE WITH
00-6
C USE FLEXIBLE STEEL CONDUIT WITH GROUND WIRE FOR FINAL
CONNECTION TO MOTORS AND LIGHT FIXTURES. USE SEALTITE IN DAMP
OR CORROSIVE ATMOSPHERES,
D DO NOT PULL CONDUCTORS INTO CONDUITS UNTIL ALL WORK WHICH
MAY CAUSE DAMAGE TO THE WIRES IS COMPLETED. INSTALL WIRE AND
CABLES SO AS NOT TO DAMAGE THE INSULATION OR CABLE SHEATH.
PULL ALL CONDUCTORS TO BE INSTALLED IN A RACEWAY TOGETHER.
TRAIN AND GUIDE WIRES INTO THE RACEWAY USING A PULLING COMPOUND
OR LUBRICANT WHEN NECESSARY. PROVIDE A MEANS OF COMMUNICATION
BETWEEN THE PULLING AND GUIDING POINTS TO FACILITATE
INSTALLATION AND TO HELP PREVENT DAMAGE, USE A PULLING MEANS
THAT WILL NOT DAMAGE THE RACEWAY.
E KEEP CONDUCTOR SPLICES TO A MINIMUM. PROVIDE SPLICES AND
TAPS WITH AT LEAST THE EQUIVALENT MECHANICAL STRENGTH AND
INSULATION AS THE CONDUCTORS. PROVIDE SPLICE AND TAP DEVICES
OF THE PROPER SIZE AND TYPE FOR THE USE AND COMPATIBLE WITH THE
CONDUCTOR MATERIAL. ALL SPLICES SHALL BE MADE IN JUNCTION
BOXES OR TERMINAL CABINETS. NO SPLICES SHALL BE PERMITTED IN
CONDUIT(S).
7. EQUIPMENT MOUNTING
A INSTALL EQUIPMENT ON CEILING, WALL OR FLOOR AS INDICATED OR
AS APPROPRIATE. PROVIDE FASTENERS OR SUPPORTS SUFFICIENT IN
SIZE AND QUANTITY TO SUBSTANTIALLY SECURE THE EQUIPMENT IN
PLACE TO THE BUILDING STRUCTURE OR STRUCTURAL ELEMENT.
B INSTALL THE EQUIPMENT PLUMB, TRUE AS INTENDED AND SECURE.
WHEN SEVERAL ITEMS OF EQUIPMENT ARE WALL MOUNTED IN THE SAME
AREA, LINE THEM UP VERTICALLY AND HORIZONTALLY ALONG WITH ANY
ASSOCIATED RACEWAYS.
8. SLEEVES
A WHERE CONDUITS PASS THROUGH SLEEVES IN EXTERIOR WALLS, CAULK
THE ANNULAR SPACE WITH OAKUM AND FILL INSIDE AND OUT WITH A NON -
HARDENING, WATERPROOF SEALANT FINISHED OFF FLUSH WITH BOTH
FACES OF THE WALL
SECTION 16195 - ELECTRICAL IDENTIFICATION
1. PROVIDE EACH BRANCH CIRCUIT PANEL WITH A DIRECTORY INDICATING
LOADS SERVED. THE PANEL SCHEDULES SHOWN ON THE PLANS DO NOT
CONTAIN ADEQUATE INFORMATION TO BE COPIED AND USED AS PANEL
DIRECTORIES, LABEL EACH CIRCUIT WITH ACTUAL ROOM NUMBERS OR
ROOM NAMES SERVED, SUCH AS "RECPT 109, 110, 111".
2. USE ENGRAVED PLAQUES FOR LABELING LARGE EQUIPMENT.
3. LABEL EACH POWER JUNCTION BOX WITH AN INDELIBLE MARKER
INDICATING THE CIRCUIT NUMBERS CONTAINED WITHIN,
SECTION 16CO - SERVICE AND DISTRIBUTION
1. PANEL BOARDS SHALL HAVE LOCKING COVERS AND USE BOLT -ON CIRCUIT
BREAKERS. DESIGN BASIS IS SQUARE-D QOB OR EQUAL. PROVIDE SHORT
CIRCUIT RATINGS AS INDICATED ON THE PLANS,
2. DISCONNECTS FOR U.L. LISTED EQUIPMENT SHALL BE MATCHED TO THE
NAMEPLATE REQUIREMENTS OF THE EQUIPMENT AS SUBMITTED BY THE
MECHANICAL CONTRACTOR. IT IS UNDERSTOOD THAT MANY KINDS OF
DESIGN CHANGES, VALUE ENGINEERING CHANGES, AND BRAND NAME
SHOPPING OCCUR BETWEEN THE TIME THESE PLANS ARE MADE AND THE
TIME OF FINAL EQUIPMENT PURCHASE. VERIFY FINAL EQUIPMENT RATINGS
WITH SUBMITTALS,
3. IN FUSED SWITCHES, PROVIDE DUAL -ELEMENT FUSES SIZED PER
EQUIPMENT NAMEPLATES,
4. TOGGLE TYPE SWITCHES MAY BE USED AS DISCONNECTS WHERE SHOWN ON
THE PLANS. PROVIDE PROVISIONS FOR LOCK -OUT.
SECTION 16450 - GROUNDING
1. PROVIDE GROUND CONDUTORS IN ALL CONDUITS.
2. PROVIDE GROUNDING BUSHINGS FOR FEEDER CONDUITS.
3. SERVICE GROUND RESISTANCE SHALL BE MEASURED WITHOUT DEPENDING ON WATER
PIPING SYSTEM AND SHALL BE 25 OHMS OR LESS, IF GREATER THAN 25 OHMS, DRIVE
ADDITIONAL GROUND RODS TO OBTAIN REQUIRED RESISTANCE.
SECTION 16500 - LIGHTING
1. U.L. LABELS MUST APPEAR ON ALL LIGHTING FIXTURES. FLEXIBLE CONDUIT TAILS,
UP TO SIX FEET IN LENGTH, MAY BE USED BETWEEN JUNCTION BOXES AND RECESSED
LIGHTING FIXTURES. OUTLET BOXES MAY SERVE UP TO FOUR SEPARATELY RECESSED
FIXTURES. BALLASTS SHALL BE ELECTRONIC HIGH -POWER FACTOR CBM LABELED.
2. PROVIDE PROPER TRIM PER REFLECTED CEILING PLAN OR ACTUAL CEILING
INSTALLED.
3. PROVIDE LAMPS IN ALL FIXTURES,
4, EXIT SIGNS, EMERGENCY BATTERY PACKS AND EMERGENCY INVERTERS SHALL BE
CONNECTED TO LOCAL CIRCUITS AHEAD OF SWITCHING,
SECTION 16740 - COMMUNICATIONS SYSTEM
1. PROVIDE 3/4"CONDUIT FROM EACH OUTLET TO ACCESSIBLE CEILING SPACE,U.N.O.
2. COORDINATE OUTLET AND STUB -UP LOCATIONS WITH OWNER
.3. PROVIDE 3/4"X2'X2' HIGH PLYWOOD BACKBOARD ADJACENT TO ELECTRICAL PANELS
PAINT WITH FIREPROOF GREY PAINT. PROVIDE #6 INSULATED COPPER GROUND WIRE
FROM BACKBOARD TO SERVICE GROUND.
4 PROVIDE (1) 2"CONDUIT FROM TTB TO PROPERTY LINE, APPROXIMATELY 250.
PANEL:
VOLTAGE: 120/208/3PH/42 MAIN: 200A MLO
MOUNTING: SURFACE A.I.C. 10 KA SERIES RATED
SPACES: 42
CIRCUff
L
AD(AM
AMP
POLE
CIR
CIR
AMP
POLE
LAD
AM
CIRCUIT
LABEL
A
B
C
CB
NO.
NO.
CB
A
6
I C
LABEL
WfR HTR
38
50
2
1
2
20
2
12
CU
38
3
4
12
FUTURE
44
60
2
5
6
50
2
26
CU
COMP
44
7
8
26
SITE LTG
9
20
2
9
10
40
2
1 32
AHU
9
11
12
32
SITE LTG
7
20
3
13
14
60
2
44
AHU
7
1 15
16
44
17
1 18
20
1
12
WASHER
19
20
20
1
16
COMP,
21
22
30
2
24
DRYER
23
24
24
25
26
27
28
29
30
31
32
33
34
35
36
37
138
39
40
41
42
DEMAND LOAD THIS PANEL IS 154 AMPS 187 166 147 TOTAL
AHU/CU ARE NON -COINCIDENTAL
PANEL: B
VOLTAGE: 120/208/3PH/42 MAIN: 200A M.L.O.
MOUNTING: SURFACE A.I.C. 10 KA SERIES RATED
SPACES: 42 SECTION: 1 OF i
CIRCUIT
OAD AMP)
AMP
POLE
CIR
CIR
AMP
POLE
AD(AMP)
CIRCUIT
LABEL
A
B
C
CB
NO,
NO.
CB
A
B
C
LABEL
RECPT
10
20
1
1
2
20
1
6
RECPT
RECPT
10
20
1
3
4
20
1
6
RECPT
RECPT
10
20
1
5
6
20
1 1
6
1 RECPT
RECPT
3
20
1
7
8
20
1
6
RECPT
RECPT
10
20
1
9
10
20
1
9
RECPT
RECPT
10
20
1
11
12
20
1
9
RECPT
RECPT
10
20
1
13
14
20
1
8
RECPT
LIGHTING
15
20
1
15
16
20
1
5
RECPT
LIGHTING
15�
20
1
17
18
20
1
3
RECPT
LIGHTING
15
20
1
19
20
20
1
10
RECPT
LIGHTING
15
20
1
21
22
20
1
10
RECPT
LIGHTING
11
20
1
23
24
20
1
10
RECPT
LIGHTING
9
20
1
25
26
20
1
10
RECPT
E LT
6
20
1
27
28
20
1
10
RECPT
XT. L Gol�A,
20
1
29
30
20
1
-10-1
RECPT
SPKRS
2
2
1
32
20
1
10
RECPT
SPARE
20
1
33 V434
20
1
10
RECPT
FAN
17
25
1
35
36
20
1
10 IRECPT
FAN
17
1
25
1
37
38
20
1
10
RECPT
FAN
17
25
1
39
40
20
1
10
RECPT
FAN
17
25
1
41
42
20
1
10
RECPT
DEMAND LOAD THIS PANEL IS 102 AMPS 126 133 142 TOTAL
A
v
600 AMP
K-RATE
PWR C
METER
n :NEW(/ N T24CED
UNDERGROUND (D
TO POWER CO. �w
TRANSFORMER
PANEL A I f � I PANEL B I ) (PANEL SL
4nAMP
NEW
UGHTNINO
ARRESTOR
6
TYP. OF 3.
TSO.
OPANEL
B
DISC.
PROVIDE LABELING
200 AMP
NEW 10"X10'X4' N3R WIREWAY
SERVICE RISER DIAGRAM
SCALE: NONE
REFERENCED ELECTRICAL NOTES: Q
1 NEW UNDERGROUND SECONDARIES TO POWER CO.
PAD MTD TRANSFORMER. COORDINATE WITH POWER CO.
2 SETS OF 4-250 CU IN 3"C. EXTEND CONDUCTORS
ENTIRE LENGTH OF WIREWAY. INCLUDE 220 LINEAR
FEET OF SECONDARIES IN BID. INCLUDE TRENCHING
AND BACKFILL.
2 2 SETS OF 4-3/0 CU AND 2/0 CU GRND IN 3"C.
A23 NEW 3/0 GROUNDING ELECTRODE SYSTEM. TIE TO
2 (2) 20' GROUND RODS, BUILDING FOUNDATION STEEL
N LD T I
C54
4-1/0 CU AND #16 CU GRND IN 1-1/2"0.
200/3/F/N3R/240V DISC. FUSE AT 150 AMPS.
4- 0 R IN C.
7 200/3/F/N3R/240V DISC. FUSE AT 200 AMPS
8 NEW RAINTITE WIREWAY. SEAL ALL PENETRATIONS.
WIREWAY TO HAVE SCREW COVER.
GENERAL NOTES:
1. ALL WIRE TO BE THHN/THWN COPPER UNLESS OTHERWISE NOTED
CONTRACTOR MAY PROVIDE AN ALTERNATE FOR ALUMINUM, SIZES
ALLOWED BY LOCAL CODE.
2. PROVIDE LUGS AND ALL EQUIPMENT TO PROPERLY CONNECT
ALL WIRES.
3. SERVICE VOLTAGE IS 120/208V, 3 PHASE, 4 WIRE, DEMAND
SERVICE LOAD IS 381 AMPS, DESIGNED SERVICE SIZE IS 500 AMPS.
4. METER WITHSTAND RATINGS SHALL BE 10,000 AMPS MIN.
IF METER IS PROVIDED BY CONTRACTOR.
TYPE
LAMPS
DESCRIPTION
MANUFACTURER / CATALOG NUMBER
SEE
NO
TYPE
NOTE
A
3
132T8
214 ACRYLIC LENSED LAY -IN
LIGHTOLIER
XT2GVA332120-SO-03
1,2
B
1
250WMH
HIGH -BAY WITH ACRYLIC REFRACTOR
EXCELINE
BYC16--250MA
1
AND CONICAL LENSE
BE
SAME AS "B" EXCEPT WITH QUARTZ
EXCELINE
BYC16-25OMA-Q16
1
RESTRIKE
C
2
42WTIT
RECESSED FLUORESCENT
LIGHTOLIER
8O89CLW/8242HG120
1,2
8" OPEN, CLEAR ALZAK
D
1
70MH
EXTERIOR WALL MOUNT
EXCELINE
PCS-7-3-MA-4-120
1,3
COATED
F
2
F32T8
1X4 FLANGED FLUORESCENT
LIGHTOLIER
XTIFVA240SO
1,2
ACRYLIC LENSE
EM
2
9 WATT
EMERGENCY BATTERY
LIGHTOLIER
E5-W
1
TUNGSTEN
UNIT -HIGH INTENSITY
EMA
2
12 WATT
EMERGENCY BATTERY
LIGHTOLIER
E2172LH12W
1
HALOGEN
UNIT -HIGH INTENSITY
X
LED
EXIT SIGN WITH
LIGHTOLIER
LLNURW
1
BATTERY PACK
NOTES:
1. FIXTURES BY LITHONIA, GENLYTE ANDTHOMAS ONLY ARE PRIOR APPROVED.
2. ALL FLUORESCENTS TO HAVE ELECTRONIC BALLASTS
ZN
O
PLUMBING KEY NOTES & SCHEDULE:
Pl: 2" GATE VALVE IN BROOKS BOX LA13ELED YfkTW_
P2: FOR CONTINUATION SEE CIVIL UTILITIES PLAN.
P3: 2000 GALLON PRECAST, CONCRETE ,IN -GROUND SAND/OIL
INTERCEPTOR. SEE DETAIL.
P4: 1/2" CW DOWN TO BALL VALVE. HOSE, HOSE REEL AND
APPURTENANCES BY OWNER. SEE ARCHITECTURAL PLANS FOR
MOUNTING HEIGHT.
L-1: WHITE COUNTERTOP 19"VITREOU5 CHINA LAVATORY.
AMERICAN STANDARD 0491.019 OR EQUAL. PROVIDE AMERICAN
STANDARD 2385.404 CP SINGLE LEV. FAUCET. MCGUIRE GRID DRAIN
AND P TRAP.
0.5" CW. 0.5" HW. 1.5" TRAP.
L-2: WHITE HANDICAPPED ACCESSIBLE WALL HUNG VITREOUS
CHINA LAVATORY. AMERICAN STANDARD 0355.012 OR EQUAL,
PROVIDE WALL CARRIER. PROVIDE AMERICAN STANDARD 2385.404
CP SINGLE LEV. FAUCET. MCGUIRE OFFSET GRID DRAIN AND P
TRAP. ADA TRAP WRAP MITE INSULATION KIT. 0.5" CW. 0.5" HW.
1.5"TRAP.
WC-1: HANDICAPPED ACCESSIBLE WHITE FLOOR MOUNTED
ELONGATED TANK TYPE WATER CLOSET. AMERICAN STANDARD
CADET OR EQUAL. (1.6 GALLONS PER FLUSH). PROVIDE WHITE
OPEN FRONT ADA SEAT OLSONITE 95 OR EQUAL. 0.5" CW.
INTEGRAL TRAP. 4" SAN.
UR-1 ' WHITE WALL HUNG URINAL EQUAL TO AMERICAN STANDARD
6501 .010. PROVIDE WALL CARRIER. PROVIDE FLUSH VALVE EQUAL
TO SLOAN 186YB. 3/4" CW. INTEGRAL TRAP. 3" SAN.
UR-2: SAME AS UR-1 WITH ADA MOUNTING HEIGHT.
FDA: 4" OUTLET PARKING DECK / VEHICALE RATED FLOOR DRAIN
WITH SUPPORT FLANGE, DEEP SEAL P TRAP, 9- DIAMETER STRAINER
AND CAST IRON BODY. ZURN Z533 OR EQUAL. 4" TRAP.
T!SCALE
L NORTH
fi Af/
ly
FD, TYP
OF TARP X/
P AND SuppogfiNG hl
JCTURE BY OWNER)
1INT
�E
h/
0 i ul
TYPICAL DETAIL BAY PACKAGE:
BALL VALVE AT 36" AFF
ELECTRICAL AT 42" AFF
SCALE 1/4" = V-0"
0
A
C-)
11
0 PLUMBING KEY NOTES & SCHEDULE:
Pl: 2" GATE VALVE IN BROOKS BOX LABELED WATE]
P2: FOR CONTINUATION SEE CIVIL UTILITIES PLAN.
P3: 2000 GALLON PRECAST, CONCRETE, IN -GROUND SAND/OIL
INTERCEPTOR. SEE DETAIL.
P4: 112'CW DOWN TO SALL VALVE. HOSE, HOSE PEEL AND
APPURTENANCES BY OWNER. SEE ARCHITECTURAL PLANS FOR
MOUNTING HEIGHT.
L-1: WHITE COUNTERTOP ig" VITREOUS CHINA LAVATORY.
AMERICAN STANDARD 0491.019 OR EQUAL. PROVIDE AMERICAN
STANDARD 2385.404 CP SINGLE LEV. FAUCET. MCGUIRE GRID DRAIN
AND P TRAP.
0.6" CW. 0.5" HW. 1.5" TRAP.
...........
UR-1: WHITE WALL HUNG URINAL EQUAL TO AMERICAN STANDARD
6501.010. PROVIDE WALL CARRIER. PROVIDE FLUSH VALVE EQUAL
TO SLOAN 186YB. 3/4" CW. INTEGRAL TRAP.
UR-2: SAME AS UR-1 WITH ADA MOUNTING HEIGHT.
FDA: 4" OUTLET PARKING DECK / VEHICALE RATED FLOOR DRAIN
W14W
FD-2: 3"OUTLET FLOOR DRAIN WITH TRAP PRIMER CONNECTION, 5"
DIA. STRAINER AND CAST IRON BODY. ZURN Z415PNL OR EQUAL. 3"
TRAP.
THERMOPLASTIC 24"X 24"X 10" HIGH MOP SINK EQUAL TO
FIAT MSI3242,. PROVIDE WITH SPEAKMAN SC-581 I -RCP SERVICE
FAUCET AND WALL BRACE AND VACUUM BREAKER. 0.5" CW. 0.5"
HW. 3" TRAP.
S-1: TWO COMPARTMENT COUNTERTOP STAINLESS STEEL SINK
EQUAL TO DAYTON D3322-3. PROVIDE FAUCET EQUAL TO MOEN
T7124. PROVIDE STRAINER, P TRAP AND ANGLE STOPS. 0.5" CW.
1.5" HW. 1.5"TRAP.
ICE-1: RECESSED THERMOPLASTIC WALL BOX WITH VALVE FOR IC
MAKER IN REFRIGERATOR. OATEY, GUY GREY OR EQUAL.
WMB-1: RESIDENTIAL WASHING MACHINE BOX WITH INTEGRAL CW
AND HW ISOLATION VALVES AND DRAINAGE PORT. PROVIDE WITH
ALL HOSES AND VACUUM BREAKERS.
WHA: 50 GALLON ELECTRIC WATER HEATER WITH HEAT TRAPS.
VAC. SINGLE PHASE, DUAL 4.0 KW SIMULTANEOUS ELEMENTS (8KW
AT RATED VOLTAGE). RUUD PE-52-2 OR EQUAL, EXTERNAL
JUNCTION BOX REQUIRED AND FURNISHED BY ELECTRICAL TRADE.
PROVIDE 18" HIGH CAST IRON STAND, APPROVED PAN, T/P RELIEF
VALVE, WATTS EXPANSION VALVE AND TANK DRAIN VALVE, 0.75"
CW. 0.75" HW.
4" co
3 )? VTR
1161031011111111
omo
4" CO
AIR COMPRESSOR PAD
211
IN,
A rlqtzi
DEET a ILI" do" ARE A ur"'Lumts G PLAN
SCALE 1/8
NORTH
4" CO
HB-1
W/ BALL VALVE
HB-1
W/ BALL VALVE
3" VTR
4" CO
EWH-1
MS-1
2" VTR
3" COTG
2" COTG
yy GQTG
r�r
A,1
�f ny
1: VERIFY ALL EXISTING CONDITIONS AND EXACT LOCATIONS OF
ALL EQUIPMENT TO BE PLUMBED PRIOR TO COMMENCEMENT OF
WORK.
' P 2. COMPLETE AND WORKING PLUMBING SYSTEMS SHALL BE IN
ACCORDANCE WITH THE 2001 FLORIDA PLUMBING CODE AND
}�L AUTHORITY HAVING JURISDICTION. (AHJ)
P 3. PRESSURE AND HYDROSTATICALLY TEST THE NON COMPRESSED
I + Go, AIR PIPING, AS APPLICABLE, TO INSURE THE ABSCENCE OF LEAKS IN
ACCORDANCE WITH THE 2001 FLORIDA BUILDINGIPLUMBING CODE.
DISINFECT ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH THE
2001 FLORIDA BUILDING/PLUMBINGCODE.
4. NEW WASTE DRAIN AND VENT PIPING SHALL BE PVC DWV.
TRENCHES SHALL BE BACKFILLED ARID COMPACTED. NEW CW, HW
AND TIP RELIEF PIPING SHALL BE TYPE L COPPER WITH WROT
FITTINGS AND SILVER SOLDER OR 05/5 TIN ANTIMONY. WRAP NEW
HOT WATER PIPING WITH 1" R-4 PER. INCH (PER THE 2001 FLORIDA
MODEL ENERGY CODE) CELLULAR RUBBER INSULATION EQUAL TO
ARM STRONG ARMAFLEX, NOTE: BRANCH PIPING LESS THAN 12'
MAY BE INSULATED WITH 112" INSULATION PER SAME CODE.
FIBERGLASS INSULATION MAY BE SUBSTITUTED WITH EQUAL R
VALUE. ALL DOMESTIC WATER BALL VALVES SHALL BE 2 PIECE
BRONZE 150 PSI WOG DATED.
5. SECURE ALL REQUIRED PERMITS ARID PAY ALL ASSOICATED
FEES.
6. SEE CIVIL / SITE PLANS FOR LOCATION OF SITE LOCATED
DOMESTIC WATER BACKFLOW PREVENTER.
e P. 7. PROVIDE WATER HAMMER ARRESTORS IN ACCORDANCE WITH
THE 2001 FLORIDA BUILDINGIPLUMBING CODE AND PDL
HIGHWAY RATED
MANWAYS
RISER SEGMENTS TO
GRADE
6" RUBBER BOOT TYP.,
UNLESS NOTED
OTHERWISE — ---
Q>
d-
PLAN VIEW
VAC RELIEF
VALVE. MIN. 6" F
ABOVE TAT.
THERMOMETER
/AY RATED
AYS
Y 1IflLE
THRU BAFFLE
USF 117 OR
USF 170 R/C
C�
I
OLDS CASTLE
PRECAST CONCRETE
OR EQUAL
v � �
<, T/P RELIEF VALVE,
a
STORAGE AT
1110 $ F
DETAILING AREA WASTE VENIP RISERr
PAN �
NOT TO SCALE DRAIN VALVE
FULL SIZE TO
MOP SINK 4
WATER HEA91PER DETAIL
6
NOT TO SCALE
L>
W,
I
6
rj
�)4
TYR
rV-
—al- %x
TYR
fo
DETAILING AREA DOMESTIC WATER RISER
SCALE: N.T.S.
Nl'
7z
m
VD
c-�
oz
SCALE: N.T.S.
I
I�
,o
0
�9
1p
I 1 �
OFFICE AREA DOMESTIC WATER RISER
1
I
1%2
SCALE: N.T.S.
ljL 1.5" VTR
ILJA S-1
OFFICE AREA - WASTE & VENT RISER
,s
SCALE:
4 15
4" 2-WAY COTE
4 49
VTR
s�� G
1.5�9
9
/AY COTG
r � 4
,�:
,��t?
�ill�,
�• I�i;tMlllHi�J�^,
____�_____� ____._._--.__.__�_.�__,�.ar,_��
�o �.
4