HomeMy WebLinkAboutRevisions; Adding MezzanineOFFICE USE ONLY:
DATE FILED: ~ PERMIT NUMBER: �2c) v `7
REVISION FEE: RECEIPT NO.:
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
561-462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
i. LOCATION/S;,K
ADDRESS: /J
?. DETAILED DESCRIPTION'S OF PROJECT
REVISIONS:
3. CONTRACTOR INFORMATION:
ST. OF FL REG./CERT# ST.
BUSINESS NAME: C-
Qualifiers Name: Jr <
ADDRESS:
CITY:
PHONE (DAYTI.)IE):
4. ARCHIT/ENGINEE
NAME: L
ADDRESS:
CITY:
PHONE (DAYTEVIE): _
c
`COUNTY CERT.X
STATE:_ZIP: _ p—
FAX #
STATE:
FAX#
ZIP:
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ELEV. +28.5' N6VID
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ELEGTRIGAL SGHEDULE ..;:
v"
MARK
: DESGRIPTION
MANUFACTURER
GATALO<5NO.
AGGESSORY
REMARKS
2-0" XA' O:" FLUORESCENT FIXTURE
4-40H LAMPS
-�
_•�„�,,.,
a
o
HIGH PRESSURE SODIUM
250H 2O&V 3(P
IOOH INCANDESCENT LIGHT..
HALL MOUNTED
IOOH INCANDESCENT LIGHT
T
EXHAUST FAN COMBINATION
120V DUPLEX OUTLET
�6FI
120V DUPLEX OUTLET
w/ GROUND FAULT INDICATOR
I.
FE
FIRE EXTINOU15HER
5HITGH
®
EXIT LIGHT
BATTERY PACK FEED FROM
LIGHT GKT. ..
EMERGENGY LIGHT
BATTERY PACK FEED FROM
..
L16HT GKT.
�—
ELEGTRIGAL PANEL LOCATION
ELECTRIC METER LOCATION
-
-
HALL PACKS
ELECTRICAL NOTES':
1. ALL HIRING GOFER
UNLESS OTHEPH15E NOTED. I
2. ALL FIXTURES, HIRING
DEVICES, HIRING ETC SHALL BE U.L. APPROVED AND 50 MARKED. .
3. ALL WORK TO CONFORM
TO THE LATEST N.E.G.: AND LOCAL BUILDING DEPARTMENT CODES AND REGULATIONS. 1
4. ELEGTRIGAL CONTRACTOR
TO VERIFY ALL EQUIPMENT SUPPLIED AND ADJUST CKT'5 IF NECESSARY. 11
5. VERIFY ELECTRICAL
SERVICE. LOCATION H/ POHER COMPANY
6. INCREASE HIRE
SIZE BY ONE (1) FOR EVERY T5 FEET OF RUN
Panel Gircult Schedule
L EXHAU5T FAN 2. EXHAUST FANZL
3• DP 20 4. DP 20
5. LI6HTIN6 20 b. LIGHTING 20
1. OUTSIDE LIGHTS 20 b. REGEPTAGLE 20
9. REGEPTAGLE 2O 10. REGEPTAGLE 20
II. 11-16HT5 12.'RECEPTACLE 20
-
C
13, 14.''L16HT5
15, lb.
IT. Ib.
19, 20.
Service Load Gamectlon
Lighting load per 220-11
L16HTIN6 6100 sq It x 2 12,200 VA
z
Receptacle load cdkulatlon per 220-13
16 receptacles a IbO watts each = 2&&0 VA
OUT5IDE 1-16HT5 = 1000 VA
2 €XHAU5T FAN5 = 2&00 VA'
<
TOTAL 15MO -
240V / 18,880 = l8 AMPS
®W
100 AMP I PHASE
PANEL
„„xx
W
FED FROM EXIST. BL06.
3 #3 COOPER THHN
1 1/2" CONDUIT w/ #8 GROUND
3(l) 200 AMP EXIT. PANEL
LOAD GLAGULATION
I - 20 HP MOTOR = 54.0 AMPS
FE 1 - a HP MOTOR = 15.2 AMPS
10 AMP5
= -
-cfl- 25 % LARGE5T MOTOR = 13.6 AMPS
_ ® i 48"x48 LOUVER TOTAL 62.
— - 43'-b" 3'-0" ID'-D' 121-0' 121-0' 4 51
FLOOR PLAN
va• = r-o' I II
DESIGN
WIND PRE5URE 5GHEOULE
CENTER
PRE5URE
COVERING
'.. POET.
F
31
METAL DOOR
31
METAL DOOR
I', 46
6LAZED
3'xT DOOR
45
METAL DOOR
ST. LUCTE COL-N Y FIRE DISTRICT o
liiiiml "Opy REVTER`ED FOR COti1PLIANCE � j v
SLBJECT TO FIELD ItiSPECTIONS
FIL
SEE ATTACHED REVISION.SHEET I
FtiED BY:I T
VIE %-r•�a�•--
RE
REVISION DATE: �- ,
THESE PLANS AND ALL PROPOSED WORK NU16RINQ DIVISION
RsvJswR�
ARE SUBJECT TO ANY CORRECTIONS M�►� �J d�
IW SHEET DAT
AT REQUIRED BY FIELD INSPECTORS THAT PAT
MAY BE NECESSARY IN ORDER TOIT
MU T BK KEPT ON .JOB OR
COMPLY WITH ALL APPLICABLE CODES. ^ "scrl *41 WILL ae MADBAl
or 1
_ RANDALL LEE M05BY A#22326701
0
I. SI FOUNDATION 5GHEDULE
MARK 51ZE REINFORGING REMARKS
D x W x L
______. _________ ____________ ___________�-.__--_-_- _______--___-
--------, r----- --------------------+-- F2 2 #5 GONT. T8B T. 2- TO N
TE I 16" xlb" X GONT. F2 TE I FI TE I 1 _ I FI T I 1 -- I FI TE I I. # PERIMETER OF SLAB
F --
FI 16". x. 2'-O" x 4'-0" 2 5 E.H. TOP
I w -#5 L.H. DOT w/ 4-#5 5H. E30T.
j F2 16" x 2'-0" x 2'-0" 2 #5 E.W. TSB DE516N LOADS
51 51 51 51 Q
- F3 16x lb" x 32' 4 #5 5:W. BOT. w 2 # 5 L.W. POT. ALIVE VITY L
" H15BC. REDUCTION ...............20 P5F
I
DEAD .........:.....PER METAL BLD6. MANUF,
I F4 24" x 40' x 40" 4 #5 E.W. BOT.
-
N I ....................106 PSF
5-I I G-I 4"x4"x3/8" T.S. SLAB ON GRADE
I.LL p4 V r rLL WIND LOADS (PER 5BC) .........110 MPH. .
I
I
7
r- NOTES: -
i I. COORDINATE FOUNDATION PLAN DIMENSIONS, WITH GON5TRUGTION NOlE5"
LAYOUT PLAN SUPPLIED BY METAL BUILDING MANUFAGTURIN6 L 5TRUGTURAL DRAWIN65 SHALL BE WORKED T06ETHER WITH
_ J - ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWIN65. ANY
DISCREPANCIES OR CONFLICTS SHALL BE GALLED TO THE ATTENTION OF
b I 4" CONCRETE SLAB w/ bx W35/W35 WWF i THE EN61NEER BEFORE PROCEEDING WITH THE WORK.
----- I o REINFORGIN6 ON b IL VAPOR BARRIER ON I i i 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY
_ _ _ _ I TREATED COMPACT D FIL I THE ENGINEER OF ANY D15GREPMGIE-5 PRIOR TO CONSTRUCTION.
' I 3. THE OWNER SHALL EMPLOY AN APPROVED EN6INEERING IN5PECTION AND
r ---- I 5J GIRT TE5TIN6. LABORATORY TO MAKE ALL TE5T5 FOR CONCRETE, CONCRETE
-
Q GIRT r6 SCREW INSPECTION, SOIL COMPACTION, ETC. TO A55URE COMPLIANCE w/ ALL
5-1 / FASTENERS REQUIREMENT5 OF THESE PLANS AND 5PEORCATION5.
20'WWlb'DxbO"L a? I I I I PER CLIP. 4. THE STANDARD BUILDIN6 GODE, IQ9T EDITION 15 APPLICABLE TO TH15
r GONG. PAD FOR 5TAIR5 in I
F w/ 2-#5 L.W. BOT [o; FIN. FLOOR @ O I CLIPO U ° PROJECT.
o - 2 MACHINE 5. CONCRETE 4 MA50NRY WORK SHALL BE IN AGCORDANGE WITH AN51
m ELEV. +28.5' N6V LL i BOLTS 0 AlOA-1453 STANDARD FOR GON5TRUGTION AND DEMOLITION
`"-7 F4 r' (CL100) OPERATION5-GONGRETE 4 MA50NRY NORK-5AF/ETY REQUIREMENTS.
r- - CLIP CHANNEL JAMB /
_ - i JAMB CLIP FOUNDATION NOTES.
I I I. FOUNDATION 15 DE516NED BASED ON PRESUMPTIVE SAFE ALLOWABLE
CONNECTION
F J
FASTENERS ® ° 2. 501L5I5HALL BE GOMPAGTED TO A MIN. OF OF THE MODIFIED
6 PER CLIP
,
TO GIRT a'i "�kv PROCTOR d SHALL BE FREE.OF ALL ORGANIC DEBRI5.
CL100
_
CONNECTION
I
° ' FRAMED OPENING CONCRETE NOTES
- ry #5xIO' TOTAL LENGTH -- _I HEADER I.. CONCRETE WORK SHALL BE IN AGGORDANGE WITH A.G.I. 301 LATEST EDITION
5J 5J 3O° SJ . ° "5PEGIFIGATION5 FOR 5TRUCTURAL CONCRETE FOR BIILOIN65",.
-. HAIRPIN .- _ _- --_ LL' I
o i 20'Wxl2 PXbO"L L , ._. GIRT k ° 2. CONCRETE 5TREN6TH SHALL BE 3,000 051 AT 2b DAYS, WITH 3/4"
z GONG. PAD FOR 5TAIR5 MAXIMUM AGGREGATE AND A SLUMP OF 4"tl".
I w/ 245 L.W. DOT jj 3. REINFORGIN6 5TEEL SHALL BE IN AGC,ORDANGE WITH A5TM Abl5
" r i O.
CHANNEL I GRADE HI
t-: I TE I I -I� FI .� _ FI I JAMB L 4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM AI85:
- 1
P2 TE'L _------_-' `---__ -- TE-------------- P2 i 1/2" FIN HEAD PRE-ENGINEERED METAL BUILDING
__,.. ...______- -.� 4+__________c______________�____-_____._ --
���---�- CARRIAGE BOLT
7E I
' I(� C2 PER CLIP) I: PRE-ENGINEERED METAL BUILDING COMPONENTS SHALL BE DESIGNED
1 FOR ALL LOADS PRE5GRIBED HEREIN. METAL BUILDING
' MANUFACTURER SHALL COORDINATE AND SUPPORT ALL LOADS 5HOI"N ON
" . DE516N DOGUMENT5.
3 I `�� FASTENER (2 PER 2. METAL BUILDING MANUFACTURER SHALL PROVIDE 5HOP DRAWIN65 AND
5I 5I JAMB JAMB TO CLIP
CLIP AND JAMB TO GALGULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED
EN61NEER TO 5TRUGTURAL ENGINEER PRIOR TO FABRICATION.
GIRT)
., FRAMED ❑PENING DETAIL
I
GIRT
FOUNDATION FLAN EAVE STRUT. SD FASTENER
WALL PANEL -.A7 EACH GIRT DOOR FRAME
EXTENSION
SD FASTENER JAMB .. - STEEL COLUMN
I/B' I'-0" CLOSURE (2 PER FT.) FASTENER PL b"x4"x3/8" - SEE PLAN
(CL101) (OPTIONAL) (7PER
GIRT Yy
C
'4 -
P t CLIP zr N ro 4 I m A
L'
LINER ^ - E E slD � W/ /2 30T A. B. (12 3,1 _-
.r W/ DOUBLE NUTS d WASHERS
I 1 I (IF REDID
NEL �.•
WALL PAI N`
I I II FASTENERS
I II 6 PER CLIP \1 a HEADER TRIM J HEADER :r
CLOSURE I = �� I TRIM FLSH TO EAVE STRUT 1 WALL PANEL f
(OPTIONAL A7 I p l II (1F REQD) CONNECTION 'CLI00 HEAD DETAIL JAMB TRIM `BLIND RIVETS Z
0
W/ FILLER 24' O.C.noon
SEALED WALL) I '` FRAME
CLIP CL50 I -SECONDARY POUR
HEADER FLASHING- _ Ell FA (3) SD ,2 <2p ER NcuP) SLAB SEE PLAN
- N �� GIRT FASTENERS ) ( �,. N S
�-- o o J 11
-
1/4' JAMB WALL PANEL `JAMB TRIM vz•
(TFOS) CHANNLEL GIRT o ���AD
- TRIM FLASHING JAMB JAMB DETAILS
1/4' X 1/2' HEX HEAD BOLTS WHEN B 1/2' GIRTS O FRAMED OPENING BASE CLIP AND LINER PANEL n HEADER PERSONNEL DOOR '
DOOR HEAD IS REQ'D i�,.� 1/2' FIN. HEAD - / INSTALLATION
SD FASTENER J
CARRIAGE BOLT 7 AT EACH GIRT a
(2 PER CUP) FRAMED OPENING DETAILS
SECTIONT JAMB DETAIL '
JAMB �\ FASTENER (2 PER (JAMB DEEPER THAN GIRT) ° -
CLIP JA
MB TO CLIP
AND JAMB TO -
. GIRT)
FRAMED ❑PENING DETAIL I � � SEE SCHEDULE
WALL 6ERT5 ICI, DE516NEO 4 FURNISHED ! o SEC*1 ON
BY METAL 51-06. MANOR w SCALE: 3 4'=P-0'
S-I
METALIIBLD6.60LUMN BY
METAL BLDG. MANUF. (M.B.M) _. 8G 126A. JAMB
CLOSURE ANGLE d --""-- ANCHOR BOLTS FURNISHED 4 DESIGNED THESE PLANS AND ALL PROPOSED WORK
ATTAGHMENT BY M.B.M. BY METAL BUILDING TOP d BOTT
MANUF. ARE SUBJECT TO ANY CORRECTIONS Imo, VERT. TT SIDE
REQUIRED BY FIELD INSPECTO(S THAT CLIP 4 5"x3"xi/4"xb" (LLH)
#5 HAIR PIN HOOKED AROUND GOL. ANCHOR BOLT5 MAY BE NECESSARY IN ORDER TO
RECE55 5LAB EDGE A5 REQ'D COMPLY WITH ALL 1H7 LICABLE CODES.
® OVER HEAD DOOR5 -- bxb W3.5/W35 W.Wbxb Wl4MI.� .F. REINF. - W.W.F. REINF. -I-bxb W1.4/W1.4 W.W.F. REINF. '
FIN._FLOOR FIN. FLOOR ' FIN. FLOOR 1/5" WIDE SAW -GUT SHALL
ELEV..O'-0" BE MADE AS SOON AS OVERHEAD DOOR
x x_ x ELEV. r0'-0" CONCRETE HAS, HARDENED
SUFFICIENTLY TO PREVENT 1/4 _t 67 Ib 6A.61RT
�,; ,• ��; AGGREGATE BEING DISLOD6ED�
BYSAW
�.
ti 1 OVER -` 1YP EA JAMB
• TREATED COMPACTED FILL - 6 MIL DPOP BARRIER
FILL DOOR TRACK J I/8 2"®12'
b MIL VAPOR BARRIER OVER \
I I b MIL VAPOR BARRIER OVER BY OTHERS
=Im4
-- TREATED COMPACTEDfILL
3" CLEAR 3" GLEXR 3' CLEAR
5EE SCHEDULE 5EE 5CHEDULE
SECTION - I S CTION 2 SECTION 3 STION 4 DOOi JAMS TRACK ATTACHMENT
--- -
SCALE: 3/4`=:I'_D° S-. SOLE: 3/4'°I-0' S-1 .SCALE: 3/4'=('-0' SGA6F: 3/4'=l'-0'
C, C
RAWAt_L LEE MOSBY,, FL 232
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STRUCTURAL STEEL NOTES o
iP 1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION
20,100 CFM EXRAL51 FAN PROVIDE 6UARD RAILS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
NINTH EDITION AND IN ACCORDANCE WITH ASTM A36. ALL DESIGN 4
N ED 0
ON ALL OP
EN AREAS
BUILDINGS",
U
TATIG E ��Z
®OS
SEE DETAIL SI�ET 5-3 CHANGES MADE BY THE CONTRACTOR OR FABRICATOR TO THE DESIGN, AS � � O
IT DEPICTED ON THE PLANS, SHALL BE DESIGNED BY AND SIGNED AND SEALED BY A ° Iri
FLORIDA REGISTERED ENGINEER.
POUR STOP TYPE 16 Al 2. STEEL JOISTS SHALL BE IN ACCORDANCE WITH S.J.I. "STANDARD d a a
w/ 2' HELD @ 12" C.G. SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K-SERIES', LATEST EDITION. a ®a
O a o SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO
FABRICATION.
METAL DECK 5HALL BE 3. STEEL JOISTS SHALL BE IN ACCORDANCE WITH THE S.J.I. "RECOMMENDED CODE
N Wb" 24 6A. 5ALV. HIDE RIB DECK OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS", LATEST
/ M O w
EDITION, N O
ATTACHED w/ 4 WELDS PER SHEET PER / �, ___-._ _ r1 Z
SUPPORT w/ 10 SIDE LAP SGRENS 4. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. D1.1
0 MID POINT, MELD PERIMETERS 0 12 O.G. WITH E70XX ELECTRODES. FILLET WELDS SHALL BE MIN. 3 16" UNLESS NOTED
OTHERWISE. I J J C) cn
=-.. S. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307. O o� ¢ O Q
3 6. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.I.S.C. "CODE OF
5 2 STANDARD PRACTICE", LATEST EDITION.
2 7. HIGH
STOF THERENGTHSHALL
BE A325 &TIGHTENED USING z U J
3 0 5-2'' METAL DECKca
I W
Q o 1. WELDING OF SHEET STEEL SHALL BE IN ACCORDANCE WITH A.W.S. D1.3 WITH O V
R 4'-0' _ _ 2• NSTTU E) SPECIIFMETAL FIF DECK SHALL BE IN ICATIONS AND COMMENTARY FOR STEELDANCE TROOF IDECKEAS DECK
o j x SHEET ELECTRODES.
. I- RIDGE VENTS � p 3 0 )
- --- FE , CONTAINED IN, THE S.D.I. DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS,
AND ROOF DECKS, S.D.I. PUBLICATION NO. 25, LATEST EDITION. ROOF 4'-O"
ATTACHMENT AND DIAPHRAGM DESIGN SHALL BE IN ACCORDANCE WITH S.D.I. z
DIAPHRAGM DESIGN, LATEST EDITION.
- 3. WELDS SHALL BE 5/8"0 PUDDLE WELDS PER PLAN w/ #10 SIDE LAP SCREWS
0 I J4" 50. x 14 5A. STEEL TUBING
TlSLAB ®12'-O" POST, TOP RAIL, 4 BOTTOM RAIL _ U)
M ANINE AREA: 3" GONG. AB IAI w N M EZ \ Q d D ro o
`o wf xb H2.9xW2b H.W.F. T/5 tl '-O' - 0 n w a o con
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I I P(FLUUR D+LY-24 KIPS
5IJ
.IAI /� I
EDETAILL5-IEET5 �� DETA.IL DESIGN NOTES ''
! I SCALE:. 3/4'=I,_0,T.
A 5TTYPE-Ib
A'
b / ;3/16.
A qui CAL. / 3A6 SHEET METAL WALL -
3/4 X b X b TOPLATE A I/ 8 2
r A V4 / SHEET METAL 'WALI BY M.B.M. T- _
BY M,B.M,
A I14 2 -- - I POUR STOP
L. F OOR DECK JIL
o O I i
GO L4x4x1/4" CLIP
�HETALBLP6GOLLMN 05TESLAB o o AMWF BW�7/4" STIFF -PL
2
/i EAM o CO NECUNG COLUMN IN T -- -- - WELDED TO COLUMN _ o
A 4X4X1/2 0 o
SEE PLAN BUIL MET
TO B DE GNED BY o
A METAL G. MANUF.
A PROVID MIN OF
3/4" X 5 X 10' BA5EPLATE
-
(2)L4 1/ xl/4 x 12' O
i� W/(4 3/4'0 325 L. 1 1/2 X 1 1/2 X 3/16 FROM o
A I, BRACE 1/2x3/16 HELP TO
PL 3/8"x8'xl'-0' REFER TO PLAN JOIST TOP CHORD PANEL PT, S w
r A 111
FIELDwELDroJ015T W/3/4'0 A325 BOLTS / ---- STEEL COLUMN BU S EA LEG
/4'WEBSTIFF.EA.51DE TOPGHORD5PANELPT. T❑ BM BUTT, FLANGE EEL COLUMN J
CENTERED ON COL. I TO BM 13017: FLAN6E AT 8'-O' O.C. Bl{ METAL BLQG MANUF J
IO" (2) - 3/4 x b exp bolt SEE PLAN i FIELD WELD ALL PTS, OF
CAP PL 3/4'x8'x12' (SEE DETAIL 6/S2> (MB.M.>
•
W/4-3/4'0 A325 BOLTS CONTACT w
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Y.IF. L
MEZZANINE COLUMN DETAIL DETAIL L DETAIL 2 A DETAIL 3 DETAIL 4
SCALE: 3/4'-1'-0' S._ 2 SCALE. 3/4'=I'-m' S_ 2. SCALE: 3/4"=1'-0' rJ _ 2.. SCALE: 3/4'=1'-m' i9GALE:.3/4'. p.._�, 2 .
THESE PLANS AND ALL PROPOSED WORK SHEET
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
n MAY BE NECESSARY IN ORDER TO
rnkjnIVutlTWAllI APPLICABLE CODES,RANDALL LEE MOSBY, FL P # 6 01-313
ti U111
SPACING AS PER APPROVED DESIGN
(4'-0' MAX)
POST POST
(L l L C ul� a w l it �
SIZE➢ PER APPROVED DESIC
CL RAIL
TOE BOARD
iu SEE DETAILS THIS SHEET:
REFER TO POST MOUNTING
DETAILS THIS SHEET
PICAL HA
3/4 " = l'--O"
P
NTS
- ELEV
5/8' DIA SS BOLTS ,
PL 1/2' x 2 5/8"
X
(3)-5/8'0 SS EXP BOLTS
j PL 1/2' x 4 1/2'0 �\\
L /
(00
0
/
4"
ELEVATION PLAN
TOP MOUNT TO CONCRETE - DETAIL
NTS
WALKWAY-
CONT PL 1/4'x4 -- \
v cu
POST
(2)-47 SS SCREWS
AT EA BRACKET
— EDGE OF SLAB
RAIL
WALL.
NTS
SPACING PER APPROVED
DESIGN AND FABRICATION
(MAX 4'-0")
Fp
1 1/2" ❑R 2' DIA PIP
SIZE PER APPROVED
DESIGN
j
X
g
--- -- REFER TO TOP MOUNT TO
METAL FRAME DETAIL
FACE DF WALL
1,1/2" MI
1 1/2" DIA ""\Ql
ALUM BRACKET '
SPACED PER APPROVED
DESIGN
3/8' DIA SS EXP BOLT/
0i THIS SHEET TYP.
-- STAIR STRINGER �-
---- PL 3/8'x 6'
/ W/(2)-3/4' DIA x 5' S.S.
EXP BOLTS TOE BOARD - DETAIL
I' GROUT NTS
1/2" CLR
1/2' CLR
(2) 3/8" DIA SS----\
EXP BOLTS. _
f /^\\
L TOBRACKET rl /f \ TOL R!
(2)-3/8' DIA
EXP BULTS
(2) #7 SS SCREWS J SS SCREWS
AT EA
t AT EA BRACKET AT EA BRACKET
1/4 WEEP HALE — PLAN PLAN .-PLAN
X- 3/4' ABOVE COLLAR,,
.POST
OF FLOOR TYP'
NON -SHRINK GRE01i, POST COLLAR'
AT FIXED RAIL AT REMOVABLE RAIL POST COLLAR POST COLLAR
BRACKET BRACKET BRACKET
TOP OF CONCRETQ TOP OF CONCRETE
z r SLAB EDGE
Iq; PROVIDE SLEEVE 112' DIA LARGER Li
THAN POST DIAMETER AT
3, REMOVABLE RAIL
11� ( DO NOT USE GROUT A7
9 REMOVABLE RAIL )
7
4" MIN. � _th
SLEEVE M0 NTED POST - DETAIL
NTS (REMOVABLE & FIXED)
SEE PLAN
P IST G POST
TOP OF RAIL _
SS SNAP FITTING AT EACH
w SS'.. EYE EACH POST .TYP
CL RAIL
-i_�1 1/2' OR 2" DIA' PIPE
SIZED PER APPROVED DESIGN
CL RAIL
o SS CHAIN SEE SPECS
w
REFER TO POST MOUNTING
DETAILS THIS SHEET
CHAIN DETAIL
NTS
PIPE SLEEVE 1/2' LARGER IN DIAMETER — PIPE SLEEVE 1/2' LARGER IN DIAMETER,
THAN POST DIAMETER AT REMOVABLE RAIL THAN POST DIAMETER AT REMOVABLE RAIL
WITH 1/4' BASE PLATE AT BOTTOM. WITH ''1/4' BASE PLATE AT BOTTOM,
ELEVATION ELEVATION ELEVATION ELEVATION
REMOVABLE FIXED REMOVABLE FIXED
RAIL SIDE MOUNT TO CONCRETE - DETAIL. RAIL SIDE MOUNT TO METAL FRAME - DETAIL
NTS NTS
NUTES
1. THE DETAILS SHOWN ARE SUBJECT TO VERIFICATION AND DESIGN MODIFICATION BY RAIL FABRICATORi
FABRICATOR SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS FOR REVIEW AND APPROVAL
PRIOR TO FABRICATION
2. REFER TO CONTRACT DOCUMENTS FOR MATERIAL SPECIFICATIONS, THESE PLANS AND ALL PROPOSED WORK
3, REFER TO MECHANICAL DRAWINGS FOR LDCATION OF RAILINGS AND TYPE OF POST MOUNTING.
ALL DETAILS SHOWN MAY NOT NECESSARILY BE UTILIZED FOR THIS PROJECT, ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
DESIGN L[IADINGS FOR RAIL AND POSTS MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
1. HANDRAILS (AND POSTS) SHALL BE DESIGNED AND FABRICATED TO RESIST AN APPLIED LOAD OF 200 ILBS.
IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. (O,S.H,A.)
2, HANDRAILS (AND POSTS) SHALL BE DESIGNED AND FABRICATED TO RESIST AN APPLIED HORIZONTAL LOAD OF 50 LBS,
PER LINEAR FT. (S.B.C. 1207.2.1.2)
3. STAIRWAY RAILS (AND POSTS) SHALL BE DESIGNED AND FABRICATED TO RESIST AN APPLIED HORIZONTAL LOAD OF 50 LBS.
PER LINEAR FT AT THE REQUIRED RAIL HEIGHT AND A SIMULTANEOUS LOAD OF 100 LBS PER LPJEAR FT DOWNWARD AT
THE TOP OF THE RAILS, (S.B.C, 1207.2,2.2)
4. THE MOST SEVERE LOADING CONDITION SHALL BE UTILIZED FOR DESIGN AND FABRICATION.
RANDALL LEE MOSBY, FL
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BAG< ELEVATION
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RIDGE VENTS L RIDGE VENTS
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ELEV. +2L3 5' 46VD
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ELEGTIZIG/�\L 5GHEDULE
MARK
DESCRIPTION
MANUFACTURER
CATALO6 NO.
ACCE55ORY
REMARKS
2'-0" X 4'-0" FLUORE5GENT FIXTURE
4-40W LAMPS
O
HIGH PRE55ORE SODIUM
250W 20&V 3m
ICON INCANDESCENT LIGHT
WALL MOUNTED
y
IOOW INCANDESCENT LIGHT
_
T
EXHAUST FAN COMBINATION
120V DUPLEX OUTLET
120V DUPLEX OUTLET
w/ 6ROUND FAULT INDICATOR
FE
FIRE EXTINGUISHER
SWITCH
®
EXIT L16HT
BATTERY PACK FEED FROM
L16HT GKT.
EMERGENCY LIGHT
BATTERY PACK FEED FROM
LJ
LIGHT GKT.
--E�
ELECTRICAL PANEL LOCATION
—�
,ELECTRIC METER LOCATION
-
WALL PACKS
"
ELECTRICAL NOTES:
I. ALL WIRING COPPER UNLESS OTHERWISE NOTED,
2. ALL FIXTURES, WIRING DEVICES, WIRING ETC. SHALL BE U.L. APPROVED AND 50 MARKED.
3. ALL WORK TO CONFORM TO THE LATEST N.E.G. AND LOCAL. BUILDIN6 DEPARTMENT GODE5 AND REGULATIONS.
4. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT SUPPLIED AND ADJUST CK75 IF NECESSARY.
5. VERIFY ELECTRICAL SERVICE LOCATION W/ POWER COMPANY. -
6. INCREASE WIRE SIZE BY ONE (1) FOR EVERY-15 FEET OF RUN.
DESIGN WIND PRE5URE SCHEDULE
TYPE
CENTER PRESURE
COVERING
P051T.
14'xl4' DOOR
31
METAL DOOR
12'xl2' DOOR
3l
METAL DOOR
4x5 WINDOW
46
GLAZED
3'xl' DOOR
45
METAL DOOR
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES"
/,\ Panel Circuit Schedule
I, EXHAUST FAN
2. EXHAUST FAN
3. DP 20
- 4. OP 20
5. L16HTI% 20
6. LI6HTIN6 20
1. OUT5IDE 1-16HT5 20
8. RECEPTACLE 20
9. RECEPTACLE 20
10. RECEPTACLE 20
II. LI6HT5
12. RECEPTACLE 20
13.
14. L1695
15.
16.
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Iq.
20,
Service Load Connection
Lighting bad per 220-11
L16HTIN6 6100 5q ft x 2
12a00 VA
Receptacle load calculation per 220-13
Ib receptacle5 ® 00 watts each = 2880 VA
OUT5IDE LI6FIT5 =
1000 VA
2 EXHAUST FANS =
2600 VA
TOTALI&,W0
24OV / 16480 = 18 AMPS
AMP I PHASE
FEL
A
FED FROM EX15T. BLDG:
3 #3 COOPER—TTHHN
1 1/2" GONDUIT w/ #8 GROUND
3m 200 AMP EXIT. PANEL
LOAD CLACULATION
1- 5 W MOTOR = 152 AMPS
I - 20 HP MOTOR = 54D AMPS
25 % LAR6E5T MOTOR = 135 AMPS
TOTAL = 82.70 AMPS
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ass
LE COPY �
ST. LUCIE COUNTY tJ `�
BUILDING DIVISION
REyi1BWSlp
FOR p�L,lAN08
REVIEWED BY
DATE
N MAND PERMIT
P
MUST BE KEPT ON JOB OR
NO INSPEC LION WILL BE MADE
JUN 0 7 201
RANDALL LEE MOSBY, AJE #22326
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