HomeMy WebLinkAbout1910-0457 - FLOOR PLAN 12-3-19PROJECT DATA:
NAME: SAMPSON TENANT IMPROVEMENT
ADDRESS: 21001 ORANGE AVE. FORT PIERCE, FL
BUILDING AREA
OFFICE
716 SQ.FT.
RESTROOM
87 SQ. FT.
15T FLOOR STORAGE (CLOSETS)
46 SQ. FT.
2"D FLOOR STORAGE
849 SQ, FT.
EXIST STORAGE
2905 SO. FT.
TOTAL BUILDING AREA
4603 SQ. FT.
OCCUPANCY CLASSIFICATION: STORAGE (S-1)
OCCUPANCY LOAD PER FBC TABLE 1004.1.2:
OFFICE:
716 SQ. FT. / 100 = 7.16 PEOPLE
STORAGE (1ST & 2"D FL):
3800 SO FT. / 500= 7.6 PEOPLE
m AT nr TTvenrtIV•
15PEOPLE
CONSTRUCTION TYPE: VB
ALLOWABLE AREA PER FBC TABLE 506.2:
9000 SQ. FT.
BUILDING IS NON-SPRINKLERED
TENANT SEPERATION BETWEEN SPACES PER FBC TABLE 508,4:
NO SEPERATION REQUIRED
REQUIREMENTS FOR AREA OF IMPROVEMENTS
REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES
1 WATER CLOSET 1 ADA WATER CLOSET
I LAVATORY 1 ADA LAVATORY
1 SERVICE SINK 1 SERVICE SINK
1 DRINKING FOUNTAIN 1 DRINKING FOUNTAIN
REQUIRED EXIT WIDTH PROVIDED EXIT WIDTH
36" 72"
REQUIRED NUMBER OF EXITS PROVIDED NUMBER OF EXITS
2 2
TRAVEL DISTANCE ALLOWED TRAVEL DISTANCE PROVIDED
100 FT' "FT
SCOPE OF WORK
CONSTRUCT TENANT IMPROVEMENT ON INTERIOR OF EXISTING METAL BUILDING
PER PLAN.
INSTALL 2 NEW WINDOWS PER PLAN,
NOTE 2"D Fj OOR HAS EXISTING MEZZANINE STRUCTURAL, ONLY TO BE FRAMED
IN AS PER PLAN.
NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE 2017,
2017 PLUMBING CODE, 2017 ACCESSIBILITY, 2017 MECHANICAL CODE AND THE NEC,
(NFPA 70) 2014 EDITION.
ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017
FOR EXISTING BUILDINGS.
NOTE: THIS BUILDING IS NOT PROVIDED WITH FIRE SPRINKLER SYSTEM, AND IT IS
NOT PROPOSED TO BE PROVIDED WITH FIRE SPRINKLER SYSTEM.
WALL AND CEILING FIMSH REQUIREMENTS:
UNLESS OTHERWISE NOTED ALL WALL AND CEILING FINISHES SHALL BE CLASS A:
FLAME SPREAD INDEX 0-25; SMOKE -DEVELOPED INDEX 0-450.
COUNTERTOP
1) H.C. COUNTER AT BREAK ROOM SHALL COMPLY WITH FBC ACC 904.4, COUNTER TO
BE 3411MEASURED FROM FINISHED FLOOR ELEVATION AND BE 30" MINIMUM WIDE.
H.C. COUNTER TO HAVE KNEE AND TOE CLEARANCE PER FBC ACC 305.
NOTES:
-THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
-STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY
THE ENGINEER AS CONSTRUCTION PROGRESSES.
-ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED
DIMENSIONS,
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
3) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALATION OF HARDWARE IS NOT PERMITED.
4) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE'
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICIES.
5) ALL STRUCTURAL LUMBER TO BE SYP##2.
WALL FINISH / INSULATION NOTES
1) ALL INTERIOR GYPSUM BOARD TO BE MIN.%- THICK WITH (13 GAGE, 13/8"
LONG,19/64" HEAD; 0,098" DIAMETER,1 Yd' LONG, ANNULAR -RINGED; 5D
COOLER NAIL, 0,086" DIAMETER, 1518" LONG,15164" HEAD; OR GYPSUM BOARD
NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS
AND 12" O.C. FOR SCREWS.
2) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS
MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR
C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER
AREAS AND WALL PANELS IN SHOWER AREAS. (PER FIRE 702.4.1 & FRC 702.4.2).
3) ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CON1 4M TO
ASTM C36, C 79, C 475, C $14, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C
1278, C 1395, C 1390 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH
THE PROVISIONS pF F1RC, AND ADHESIVES FOR THE INSTALLATION OF
GYPSUM BOARD SHALL CONFORM TO ASTM C 557
4) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEE9 25
WITH AN ACGp A"VQj $M[PKE-DEVELOPEp 1NDFON NQT TO "fPFD 1P
WHEN TEST O I �VfQ"4NCE WITH ASTM E 84 OB UIq 723,
L1&44-T _Y vlt&&6i
Pa19e� wo2+C
C � 2
�il2a/l%
,
WINDOW 'DOOR SCHEDULE
1 54" W X 36" H SINGLE HUNG WINDOW
2 3068 DOOR
3 3068 S.C. DOOR (45 min. fire rated)
4 2868 DOOR
5 4068 81-FOLD DOOR
ED EXISTING DOOR 3070
ER EXISTING ROLL UP DOOR
s
O. O
L
K ar
� O• NS �ii O
o lOglB a _4ST B �op�� �d
w 6 ��•�'l
,u 0SHEET NUMBER
tv
= ®V N'
I �O (4 \
�''�QFfsslol t
splWHAMRK ENGINEERING
09WPOIN G. HUTCHINiON P.E. #70878
11
v
3
LIFE SAFETY SCHEDULE
EX EXIT LIGHT WITH BATTERY BACKUP
EM EMERGENCY LIGHT WITH BATTERY BACKUP
EM/EX EXIT AND EMERGENCY LIGHT COMBO WITH BATTERY BACKUP
FE FIRE EXTINGUISHER
TRAVELPATH
NOTES:
THE EXIT DOOR(S) SHALL REMAIN UNLOCKED AT ALL TIMES WHILE THE SPACE IS OCCUPIED.
IF THIS IS A SECURITY ISSUE THE EXIT DOOR(S) MAY HAVE EMERGENCY PANIC HARDWARE.
ALL LIFE SAFETY EQUIPMENT SFIALL BE TAGGED CURRENT AND IN PROPER WORKING CONDITION.
S T 1 vo O pp
•'1tp, C sweet wul�e
ER
_._ a _..
0 7087 2
W
I NCHMARK ENGINEERING / '6� ss ONA��`'G?�\\
139W PIN G. HUTCHINSON P.E. *708fsoi i
u �-
w C
ZJini
u i
.J
W.N
IA — >
CL m o
QCL
i�194-
nl�
I
ELECTRICAL LOAD CALCULATIONS (PANEL EP)
PER NEC
1698 S.F. @ 3.5 VA
27 RECPT'S @ 180 VA
A/C HEAT
REFRIGERATOR
SIGN (FUTURE)
WATER FOUNTAIN
4 LF STOREFRONT @ 200 VA
MISC
TOTAL
44953 = 187 A
240
USE: 200 A SERVICE
5943 VA
4860 VA
10000 VA
1200 VA
1200 VA
950 VA
800 VA
20000 VA
44953 VA
PANEL: "EP"
IMAINS:
M.L.O
TYPE: SQ. "D" OR ITE
I BUS RATING:
1200A, 3W, SN
MOUNTING: SURFACE
VOLTAGE:
1120 / 240 / 1 / 60
CKT
NO.
POLES
AMPS
DESCRIPTION
WIRE
COND.
CKT
NO.
POLES
AMPS
DESCRIPTION
WIRE
COND.
1
2
50
A/C CU
#10
1 1/2"
2
2
60
A/C AHU
#6
1"
3
4
5
2
30
WATER HEATER
#10
1/2"
6
1
20
WATER FNT
#12
1/2"
7
8
1
20
LIGHTING / RECPT'S
#12
1/2"
9
1
1 20
1 LIGHTING / RECPT'S
#12
1/2"
1 10
1 1
20
LIGHTING / RECPT'S
#12
1/2"
11
1
20
LIGHTING / RECPT'S
#12
1/2"
12
1
20
LIGHTING / RECPT'S
#12
1/2"
13
1
20
LIGHTING / RECPT'S
#12
1/2"
14
1
20
LIGHTING / RECPT'S
#12
1/2"
15
1
20
LIGHTING / RECPT'S
#12
1 1/2"
16
1
20
LIGHTING / RECPT'S
#12
1/2"
17
1
20
LIGHTING / RECPT'S
#12
1/2"
18
1
20
LIGHTING / RECPT'S
#12
1/2"
19
1
20
LIGHTING / RECPT'S
#12
1/2"
20
1
20
LIGHTING / RECPT'S
#12
1/2"
21
1
1 20
1 LIGHTING / RECPT'S
#12
1/2"
22
1
20
LIGHTING / RECPT'S
#12
1/2"
23
1
20
LIGHTING / RECPT'S
#12
1/2"
24
1
20
REFRIG
#12
1/2"
25
1
20
LIGHTING / RECPT'S
#12
1/2"
1 26 1
1
20
LIGHTING / RECPT'S
#12
1/2"
27
-
-
JBOX WITH PULL STRING
-
1"
28
SPACE
29
SPACE
30
SPACE
31
SPACE
32
SPACE
33
SPACE
34
SPACE
35
SPACE
36
SPACE
37
SPACE
38
SPACE
39
SPACE
40
SPACE
41J
SPACE
42
SPACE
C
i�
Cal I� 32 -170/41 V
�-ZGol
ELECTRICAL NOTES
- ALL ELECTRICAL INSTALLATIONS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE N.E.C. (NFPA 70) AS AMENDED, AND ALL LOCAL & STATE
CODES IN FORCE AT THE TIME OF CONSTRUCTION.
- GROUND SYSTEM IN ACCORDANCE WITH ARTICLE 250 N.E.C.
- ELECTRICAL WIRING SHALL BE COPPER— TYPE THHN OR TYPE THW FOR WIRING WITH IN
BUILDING; TYPE THWN UNDERGROUND OR ON BUILDING EXTERIOR. CONDUIT SHALL BE
EMT WITH IN BUILDING; PVC UNDERGROUND; GRS FOR SERVICE ABOVE GROUND.
- SYSTEM VOLTAGE SHALL BE 120/240 VOLT, SINGLE PHASE.
- PANELBOARDS AND LOAD CENTERS SHALL BE SQUARE "D", ITE, OR APPROVED EQUAL.
- ALL CONDUCTORS AND BUS BARS SHALL BE COPPER.
- ALL MATERIAL SHALL BE U.L. APPROVED.
- PROVIDE ALL NECESSARY PERMITS REQUIRED.
- PROVIDE TEMPORARY SERVICE FOR USE BY ALL TRADES DURRING CONSTRUCTION:
- PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH PANELBOARD OR LOAD CENTER.
- PROVIDE ALL EMPTY CONDUIT WITH PULL STRING AS REQUIRED BY PHONE CO. — VERIFY
ALL REQUIREMENTS PRIOR TO BIDS.
- CONTRACTOR SHALL MAKE FINAL ARRANGEMENTS FOR TELEPHONE AND ELECTRICAL
SERVICE. VERIFY TRANSFORMER LOCATION AND SERVICE POINTS FOR ALL UTILITIES
PRIOR TO BIDS.
- VERIFY ALL EQUIPMENT ELECTRICAL REQUIREMENTS BEFORE INSTALLATION.
IE 0 N II fro , 1:1 No
C-
�gtirf -
IN/ai
�L1 N Ib1L
I
12
E
0
V
V �
cLM U
.' @J
Z N Z
J
LU
..I t
��CL
ti
E
W
Meu�-r
�22 i'rY4lC�aL-)
�
0
Q
W
Z
SCANNEd
St Lu e Count
Z
o
�
O
�
GLS
N
wlbT�r�
rk
y�
�
I 'sr - VOA-p .T
`J
\\\�o �t tH u rlC��ii Cpv CF
NT
--�.. -, ^ I..-_ .. ,Su �\\OSHEET NUMBER
' W
Cn
cl
ENGINEERING 2
09NCHMARK ENG/��0'FS- O
ONA ���`\\ ✓
13QW POI)N G. HUTCHINSON P.E. #70878 ��//0111110\\�� `P
� -- MCP. TiNwr-
i
n I}GA//4N
lul r wd
lie K)OTRICIale
XA11
Ili
711<
4J
�,�Yqy LAB vd. N
+ 4
I
PLUMBING SCHEDULE: To YOr rzie ME -fa AW7 OW
} GATE VALVE
COLD WATER PIPING
HOT WATER PIPING / TEMPERED
>/ Tv J - VENT THROUGH WALL
DRAIN WASTE VENT PIPING
PLUMBING NOTES:
VTW
Z" ,";mw WNT
1�12" -2
riI F�
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING -
2) DWV PIPING SHALL BE SCHEDULE 40 PVC.
3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER.
4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. r'
5) WATER HEATER SHALL HAVE TEMPERED VALVE.
6) WATER CLOSET AND LAVARORY AT H.C. RESTROOM SHALL BE H.C. APPROVED.
OUTSIDE AIR SCHEDULE per 2077 FMC TABLE 403.3
VENTILATION EXHAUST
NET ACTUAL CFM PIP CFM I M PROVIDE
SPACE OCCUPIED OCCUPANCY
y pm Na
56" 6 5 0.06
OFFIC! "t cim Na ,
79 2 5 012
BRFAR ROOM p dl0 2W dm
0 p 0.08
RlSTROOM t05 L(f0 Na
2 0 0.12 }
LIGHT STORAGE GE 6 cfm Na r'
0
STORAGE
0.12 G@ CLOSETS 2tfi clm 2m Cf^
TOTALS 1760 10 —
F LLIO
[ANIo
in
15 I
,�, -4
P So �C�a
L !$oo� b�'ai•� Z/�
1l9N x 14" YET ttT
HVAC SCHEDULES AND NOTES:
EXHAUST FANS SHALL BE GREENHECK OR EQUAL SP SERIES
NEW HVAC UNIT SHALL BE TRANE OR EQUAL SPLIT SYSTEM
WITH CFM INDICATED AT 0.25 " SP. RUN 6" DIAMETEREXHAUST THRU WALL WITH Wp SCUPPER.
DX UNIT, 16.0 SEER MIN., WITH HEAT STRIP AS INDICATED.
MAINTAIN 10,
SEPARATION FROM ANY O/A INTAKE.
UNITS SHALL BE SPLIT SYSTEM 3.5 TON UNIT. LENNOX
PAINT ALL HVAC GRILLES/REGISTERS/DIFFUSERS WHITE.
14ACX-041.230* WITH CBA38MV48-330*+TDR, WITH 9 KW
HEAT STRIP, 208/230/1/60.
PROVIDE OUTSIDE MAKE UP AIR FOR EACH UNIT- SET CFM
AT MANUAL "N" REQUIREMENT. MAINTAIN MINIMUM 10'
MOUNT NEW UNIT ON STAND WITH PAN WITH DRAIN AND
SEPARATION FROM EXHAUST OPENINGS.
FLOAT SWITCH FOR UNIT SHUT DOWN.
PROVIDE FIRE DAMPERS AT ALL FLOOR / WALL/CEILING
PROVIDE THERMOSTAT FOR EACH UNIT - HONEYWELL,
TRANE OR EQUAL "ON - AUTO" FAN AND "HEAT/COOL"
PENETRATIONS AS MAY BE REQUIRED TO MAINTAIN FIRE
SETTINGS.
RATINGS OF SAME - VERIFY REQUIREMENTS ( PERTAINS TO
ALL DUCTWORK PENETRATIONS).
DUCTWORK SHALL HAVE JOINTS AND SEAMS SEALED WITH
INSTALL ALL UNITS TO BE COMPLETELY ACCESSIBLE.
APPROVED TAPE APPLIED WITH ADHESIVE TO MAKE JOINTS
AIR TIGHT. DUCTS SHALL BE REINFORCED FOIL FACED 1-1/2"
REFER TO ARCHITECTURAL SECTIONS FOR CEILING HEIGHT
FIBERGLASS INSULATION BOARD (R-6 MINIMUM)
FLEX DUCT SHALL BE UL 181 THERMAFLEX OR EQUAL WITH
RESTRICTIONS - ALL EQUIPMENT AND MATERIALS SHALL
FOIL BACK INSULATION. PROVIDE SPIN -IN CONNECTION
FIT IN THE SPACE PROVIDED. MAKE MODIFICATIONS AS
WITH INVERTER AND VOLUME DAMPER FOR EACH FLEX
REQUIRED TO ACCOMPLISH SAME.
TAKE -OFF FROM THE MAIN TRUNK DUCTWORK.
REGISTERS/GRILLS/DIFFUSERS SHALL BE METALAIRE OR
THE CONTRACTOR SHALL FURNISH A COMPLETE MATCHED
EQUAL UNLESS OTHERWISE SCHEDULED - ALL ALUMINUM
COMPONENT HVAC SYSTEM IN ACCORDANCE WITH THESE
CONSTRUCTION UNLESS OTHERWISE REQUIRED TO MEET
DRAWINGS, LOCAL CODES, AND THE LATEST EDITIONS OF NFPA
FIRE RATINGS.
90A & 90B, ANSI 8-9.1 MECHANICAL REFRIGERATION, SMACNA,
ASHRAE, AND STATE OF FLORIDA ENERGY EFFICIENCY CODE
SAR'S (SUPPLY AIR REGISTERS) SHALL BE METAL AIR OR
FOR BUILDING CONSTRUCTION -
EQUAL.
SAD'S (SUPPLY AIR DIFFUSERS) SHALL BE SERIES 5000, M-6, S-
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS ANDINSPECTIONS
4, D-5, OF THE SIZES SHOWN. S-1: ONE WAY; S-2: TWO WAY,
FROM GOVERNING AGENCIES AND FURNISH A
WRITTEN GUARANTEE THAT ALL WORK SHALL BE FREE FROM
ETC. UNLESS OTHERWISE NOTED, SAD'S SHALL BE 6" X 6"
DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF
(UP TO 125 CFM); 9" X9" (130 TO 290 CFM); 24" X 24" FOR 300
ONE YEAR FROM THE DATE OF EQUIPMENT START UP AND
CFM AND LARGER. USE M-2 DIFFUSERS FOE DRYWALL
FINAL ACCEPTANCE. MANUFACTURER'S INSTRUCTIONS AND
CEILINGS.
GUARANTEES SHALL BE GIVEN TO THE OWNER.
RAG'S SHALL BE TYPE RHF-TB OF THE SIZES SHOWN ON THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR BALANCING THE
PLANS. TG'S (TRANSFER GRILLES) SHALL BE 16/16 OR OF THE
HVAC SYSTEM TO MEET THE CRITERIA ON THE PLANS AND
SHALL RETURN TO THE SITE TO RE -BALANCE THE HVAC SYSTEM
SIZES SHOWN ON THE PLANS. PROVIDE I" T/A FILTERS.
AFTER OCCUPANCY TO SATISFY SPECIFIC INDIVIDUAL
REQUIREMENTS.
ewv' j:S aw 4 1, I'zq 1';'
i crl� VA f
I low
I
r
I i
TI
n
q 9
� I
dd �
I O
IQ
In I
u
^=
U.
I11
U
U
z
N
Ln
Z
yc
LU
C
N
A
LUO
C
Q
acCL
ti
W
Yg I I cfi w P
I01
L
tyr- US
W
W
NEW D
W
LL
HI
Some o
z
Nk
a vIN s Q
N1 & Z
I$ H Z
>I SCANNED o
BY In
St Lucie Count OC
N
1' y I
_1 I 62 u i2 5 0
CO 14!�tv
C R
��HiUT� ®MP IDR
/A\ 1 w. �� �� tis �Cl � �A ! S T C
i+t� �,_-_ ___..�^#.�_ .. Ft)u `ILbL�: • a • � OVN NUM6ER
a...
Pip L 'G �1
NCHMRRK ENGINEERING j/jFsst�i
13PW OIN G. HUTCHINSON P.E. #70878
011
EXISTING STEEL B
JOIST
1 ''/z" X 3 5/8" META.
RUNNER
1 %2" X 3 5/8" META.
STUDS @ 241, O.C.
1 %2" X 3 5/8" META
RUNNER WITH %a':
1" EMBED TAPCON
24" O.C.
EXISTING CONCRE
FLOOR
EXISTING ROOF DECK —
EXISTING STEEL I -BEAM
1 '/z" X 5 5/8" METAL
RUNNER
2X6 WOOD FIRE
BLOCKING BETWEEN
STUDS
5/8" TYPE-X DRYWALL
EACH SIDE
1 ''/z" X 5 5/8" METAL _
STUDS @ 24" O.C.
1 '/2" X 5 5/8" METAL
RUNNER WITH/4" X
1" EMBED TAPCONS AT
24" O.C.
EXISTING CONCRETE
FLOOR OVER METAL
DECK OVER EXISTING
STEEL BAR JOIST
EXISTING STEEL I -BEAM
1 %" X 5 5/8" METAL _
RUNNER
2X6 WOOD FIRE
BLOCKING BETWEEN —
STUDS
5/8" TYPE-X DRYWALL _
EACH SIDE
1 '/2" X 5 5/8" METAL _
STUDS @ 24" O.C.
1 '/2" X 5 5/8" METAL
RUNNER WITH''/."X _
1" EMBED rAPCONS AT
24" O.C.
EXISTING MET,
PURLINS AT +/-
%2" DRYWALL
1 'h" X 1 %z" ME]
PURLINS @ 24"
1 '/z" X 3 5/8" MI
RUNNER WITH
1" EMBED TAP(
24" O.G.
EXISTING CONi
FLOOR
LR-30 FIBERGLASS BATTS
INSULATION
DROP CEILING 2X4
R-13 FIBERGLASS BATTS
INSULATION
R-30 FIBERGLASS BATTS
INSULATION
''/2" C-CORE DRYWALL
OVER 12 ga METAL
FURRING CHANNELS AT
24" WITH 414 X 2'/2" SMS
EACH EXISTING BAR
JOIST
R-13 FIBERGLASS BATTS
INSULATION
YPICAL N'Ed WALL SECTION
r�;l it/to/ lei
FIBERGLASS BATTS
:ATION
'ING SIDING
0
nts..
2X TREAD (12")
1X RISER (6.6")
4X4 WOOD GUARI
SUPPORT AT 60" 0
2X12 WD STAIR S1
(1) EACH SIDE AN]
O.C. MAX
SIMPSON HGAM R
SDS Yd' X 1 1/2" ANI
X 1 3/4" TITEN EACI
STRINGER
EXISTING CONCRI
FLOOR
PROVIDE (2 LAYERS) OF 304 FELT
BETWEEN STRINGERS AND CONCRETE
1 '/z" CONTINUOUS
HANDRAIL WITH
BRACKETS AT 60" O.C.
2X8 CONTINUOUS TOP
PLATE
2X4 WOOD TOP PLATE
2X4 WOOD STUDS AT 24"
O.C.
—'/z" DRYWALL BOTH SIDES
4X4 WOOD POST AT 60"
S -
9 O.C. MAX
2X4 )IOTTOM PLATE
m 4X4 WITH (2)-'/2"
LANDING FFE AND THRU BOLT$ TO
STRINGER
LEADING EDGE OF STAIR
TREAD
i/Y
TYP. GUARDRAIL / HANDRAIL SECTION nts...
4X4 WOOD GUARDRAIL
SUPPORT AT 60" O.C. MAX
2X12 WD STAIR STRINGER
(1) EACH SIDE AND 24"
O.C. MAX
2X TREAD (12") --
1 X RISER (6.6")
WALL ENTIRE UNDERSIDE
OF STAIRS TO BLOCK OFF
UNDERSIDE OF STAIRS
TYPICAL STAIR SECTION nts...
"SIMPSOM" MTS12 WITH
(14) — I Od NAILS EACH
STAIR STRINGER
DBL 2X4 WOOD TOP
PLATE
2X4 WOOD STUD AT 16"
O.C. WITH SIMPSON SP6
EACH � STUD TOP AN
BOTTOM WITH (6)- 10d
Yg4 TYPE X DRYWALL
BOTH SIDES
P.T. 2X4 WOOD BOTTOM
PLATE WITH %d' X 3"
TAPCONS AT 16" O.C.
E
O
u
Z
R
..
ag
LL
d
LM
v
LM
aU
=
J
u1
Z
W
C
n
J
m
l�
W
O
O
IL
m
E
W
— WALL/DOOR
HAND RAIL / GUARD RAIL
-- PER DETAIL
(2 LAYerzs)
-%" T&G PLYWOOD WITH '
k
#10 X 2" SCREWS AT 4"
O.C.
2X12 WOOD JOIST AT 24"
O.C. WITH "SIMPSON" H3
WITH (8)- 8d NAILS EACH
INTERSECTING JOIST
BELOW
2X12 WOOD JOIST AT 24"
O.C. WITH "SIMPSON" H3
WITH (8)- 8d NAILS EACH
W
INTERSECTING JOIST
�
{L
BELOW
_
W
u
OUj
1
L
A— 2X$ WORD JOIST AT I0"
"SIMPSON"
0
O.C. WITH 113
WITH (8)- 8d NAILS EACH
END TO WALE,
Z
'
s
a4
DBL 2X6 WOOD TOP
W
PLATE :r
0
'`
Z
2X6 WOOD STUD AT 16" �
O.C. WITH SIMPSON SP6
EA414 STUD TOP AND
Z
BOTTOM WITH (6)- IOd
Q
l$ TYPE X DRYWALL
r
BOTH SIDES
/0//�
L
P.T. 2X6 WOOD BOTTOM
g
N
PLATE WITH'/," X 3"
TAPCONS AT 16" Q.C.
ca
t
SCANNED
IC'
BY
`tHlu r C/
UZ
LO
p
BENCHMARK ENGINEERING
BOWDOIN G. HU'TCHINSON P.E. #70878
TOTAL RISE:10'-0" (120") �St Lucie County
(18) RISERS EACH AT 6.6"
(17) TREADS EACH AT 12"
0 .
1'/, 1'!s 1
42-M 39
Grab Bar
i CLEAR
i FLOOR
!SPACE
b
"FCC" D.ETAULS N.Ts
43 BARS X 12" LONG DRILLED OUT & EPDXI[.?I?
WITH 6" MINIMUM EMBEDMENT @ 24" O.C.
ALL AREAS ADJACENT TO EXISTING
FOUNDATION
EXISTING CONCRETE FLOOR
/FOUNDATION
6" THICK (2500 PSI) CONCRETE
SLAB OVER VAPOR BARRIER
ON CLEAN COMPACTED
CHEMICALLY TREATED FILL
�_t ` `I
�I�IIl�I�! = ,s,:tL 4t
FLOOR REPAIR DETAIL nts..
LOCATED AT ALL AREAS REQUIRED FOR NEW PLUMBING INSTALLATIONS
i('
UTU - Planning & Development Services Department
Building & Regulations Division
' Product Review Affidavit
Building Permit # OwnersName 17L\wnPSoN Applicant:
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
T ype
Method of Attachment
Windows
Mullions
+ 3}'l -49,4
N /�
4/-55
r»ty
185 4H
FI.d IIIMI
IMVIu,'(
# to >< I v4" !�w•I�eo `co:Qws a'r
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: 136w10ota &, Signature: ON PLAu seal
Design Prof: 6oN boles G N IJ TCH (NSo/ J Cert. No. '* O 8 4 f) Date: ) o I lr.
SECTION
EXISTING STEEL PURLIN
SIDING TRIM
4" X 4" X 3/16" (30 ksi)
STEEL ANGLE WITH
(2)- V' THRU BOLTS EACH
WAY
6" X I Oga (30 ksi) STEEL
C-CHANNEL EACH SIDE
OF WINDOW OPENING
2X 6 P.T. WOOD BUCK
WITH#10 SMS TO STEEL
FRAMING AT 4" O.C. (ALL
SIDES, MAY REQUIRE
(2)- 2X BUCKS IN SOME
AREAS
4" X 4" X 3/16" (30 ksi)
STEEL ANGLE WITH
(2)-'/2" THRU BOLTS EACH
WAY
SIDING TRIM
EXISTING STEEL PURLIN
EXISTING CONCRETE
FOUNDATION
WINDOW OPENING IN EXIST. WALL nts....
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: SAMPSON WINDOW OPENING
Project Address: 21001 ORANGE AVE. FORT PIERCE, FL
Permit #: Occupancy Type: B / S-1 Construction Type: v
INSTRUCTIONS FOR USE:
* This certification must be completed, signed, and sealed by the design professional of record.
* Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed —Partially Enclosed _ Open
3. Risk Category: _ I X II _ III IV Exposure Category: _ B X C _ D
4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft
S. Mean Roof Height: 25 ft Roof Pitch: o.s :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft Ga 15'MRH, clearly label on all plan openings):
N/A N/A N/A 37.1 37.1 N/A
Zone 1: Zone 2: Zone 3: Zone 4: -40.3 Zone 5: 49.7
Garage:
7. Design Loads: Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live: N/A Balcony: _ N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: 100 PSF Fence: N/A PSF Railings: 50/200 PLF / CONCENTRATED
8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
20. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Bowdoin G. Hutchinson 70878
ON PLAN 10/16/2019
Signature, Date, and Seal
SLCCDV Form # 020-12 Revised 3/15/12 tJS)
DETAIL
Print Name Cert # & Co. Cart Auth.
Benchmark Engineering
806 Delaware Av. Fort Pierce, FL
Company Name & Address
��' � • , /ice
o �ry
Ewa S / TA
LO
A
BENCHMARK ENGINEERING //� Sslo� `�
BOWDOIN G. HUTCHINSON P.E. #70878
A
r
z
4
LLI
`z
r
Z
�0�w
v/
L
Q
U)
SCANN
BY
St Lucie C
Mi