HomeMy WebLinkAbout1910-0457 - REVISION FLOOR PLANOFFTCEBI
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2300 VIRGINIA AVENUE
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FORT PIERCE, FI, 34982,5652
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PROJECT DATA:
NAME: SAMPSON TENANT IMPROVEMENT
ADDRESS: 21001 ORANGE AVE. FORT PIERCE, FL
BUILDING AREA
OFFICE 716 SQ.FT.
RESTROOM 87 SQ. FT.
1ST FLOOR STORAGE (CLOSETS) 46 SQ. FT.
2ND 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. 1100 = 7.16 PEOPLE
STORAGE (1ST & 2ND FL): 3800 SO. FT. / 500 = 7.6 PEOPLE
TOTAL OCCUPANCY: 15 PEOPLE
CONSTRUCTION TYPE: VB
ALLOWABLE AREA PER FBC TABLE 506.2: kip, ,7 l Q020
9000 SQ. FT.
BUILDING IS NON-SPRINKLERED
TENANT SEPERATION BETWEEN SPACES PER FBC TABLE 508.4:
NO SEPERATION REQUIRED l
REQUIREMENTS FOR AREA OF IMPROVEMENTS :
REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES
I WATER CLOSET 1 ADA WATER CLOSET 1
1 LAVATORY I ADA LAVATORY
1 SERVICE SINK I SERVICE SINK
1 DRINKING FOUNTAIN 1 DRINKING FOUNTAIN
m&%i
REQUIRED EXIT WIDTH PROVIDED EXIT WIDTH
36" 72" V
REQUIRED NUMBER OF EXITS PROVIDED NUMBER OF EXITS + H/' 7� al N
2 2 pal/
TRAVEL DISTANCE ALLOWED TRAVEL DISTANCE PROVIDED .-
100 FT 99 FT
SCOPE OF WOE
CONSTRUCT TENANT IMPROVEMENT ON INTERIOR OF EXISTING METAL BUILDING { (L
PER PLAN.
INSTALL 2 NEW WINDOWS PER PLAN. i ce '.... "
NOTF 2ND FLOOR HAS EXISTING MEZZANINE STRUCTURAL, ONLY TO BE FRAMED -.--- w
IN AS PER PLAN. I �H
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.
I-IlaH'( �To� T
NOTE: THIS BUILDING IS NOT PROVIDED WITH FIRE SPRINKLER SYSTEM, AND IT IS Ale- h P44 4�
NOT PROPOSED TO BE PROVIDED WITH FIRE SPRINKLER SYSTEM.
WALL AND CEILING FINISH REQUIREMENTS: F1 Wc°! tip V
UNLESS OTHERWISE NOTED ALL WALL AND CEILING FINISHES SHALL BE CLASS A:
FLAME SPREAD INDEX 0-25; SMOKE -DEVELOPED INDEX 0-450.
it
COUNTERTOP y
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 O
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICIES. H
5) ALL STRUCTURAL LUMBER TO BE SYP#2.
i
WALL FINISH / INSULATION NOTES
1) ALL INTERIOR GYPSUM BOARD TO BE MIN. %z" THICK WITH (13 GAGE, 13/81'
LONG, 19/64" HEAD; 0,098" DIAMETER, 1'%4" LONG, ANNULAR -RINGED; 5D
COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG,15/64" 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 FRC 702.4.1 & FRC 702.4.2).
3) ALL GYPSUM( HOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO
ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C
1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH
THE PROVISIONS PIP FRC, AND ADHESIVES FOR THE INSTALLATION OF
GYPSUM $gAItA SHALL CONFORM TO ASTM C 557 ti �1o,ry A I
4) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WAL1, ASSEMBLIES, CRAWL
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
WITH AN ACCPMVANYINP SMOKE -DEVELOPED INDEN NOT TO f NCEI'D IfO
WHEN TESTED IN ACCORDANCE WITH ASTM E $4 qR UL 713,
WINDOW / DOOR SCHEDULE
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54" W X 36" H SINGLE HUNG WINDOW
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3068 DOOR
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3068 S.C. DOOR (45 min. fire rated)
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4068 81-FOLD DOOR
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EXISTING DOOR 3070
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EXISTING ROLL UP DOOR
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SCANNED
BY
St Lucie County
09NCHAAARK ENGINEERING
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RECEIVED
MAY 13 2020
permitting Department
St. Lucie County
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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 SHALL BE TAGGED CURRENT AND IN PROPER WORKING CONDITION.
OENCHMARK ENGINEERIM
SOWPOIN G. HUTCHINSON P.E: A
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ELECTRICAL LOAD CALCULATIONS
(PANEL EP)
PER NEC
1698 S.F. @
3.5 VA
5943 VA
27 RECPT'S @
180 VA
4860 VA
A/C HEAT
10000 VA
REFRIGERATOR
1200 VA
SIGN (FUTURE)
1200 VA
WATER FOUNTAIN
960 VA
4 LF STOREFRONT @
200 VA
800 VA
MISC
20000 VA
TOTAL
44953 VA
44953 =
187 A
240
USE: 200 A SERVICE
PANEL: "EP"
MAINS:
M.L.O
TYPE: SQ. "D" OR ITE
I BUS RATING:
1200A, 3W, SN
MOUNTING: SURFACE
VOLTAGE:
120 / 240 / 1 / 60
CKT
NO.
POLES
AMPS
DESCRIPTION
WIRE
COND.
CKT
NO.
POLES
AMPS
DESCRIPTION
WIRE
COND.
1
2
50
A/C CU
#10
1/2"
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
$
1 1
20
1 LIGHTING / RECPVS
#12
1/2"
9
1
20
LIGHTING / RECPT'S
#12
1 1/2"
10
1
20
LIGHTING / RECPT'S
#12
1/2"
11
1
20
LIGHTING / RECPT'S
#12
1 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
1/2"
16
1
20
LIGHTING / RECPT'S
#12
1/2"
17
1
20
LIGHTING / RECPT'S
#12
1/2"
18
1
20
LIGHTING J 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
20
LIGHTING / RECPT'S
#12
1/2"
22
1
20 1
LIGHTING / RECPT'S
#12
1/2"
23
1
20
LIGHTING / RECPT'S
#12
1/2"
1 24 1
1
20
REFRIG
#12
1/2"
25
1
20
LIGHTING / RECPT'S
#12
1/2"
26 1
1
20
LIGHTING / RECPT'S
#12
1/2"
27
-
1BOX 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
41
SPACE
42
SPACE
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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.—VfiRIFY
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.
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PLUMBING SCHEDULE: �j
GATE VALVE - Tp TdGi,S.
COLD WATER PIPING --»
- -- HOT WATER PIPING / TEMPERED
Tva VENT THROUGH WALL
DRAIN WASTE VENT PIPING
PLUMBING NOTES:
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING ?
2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 6 _q
3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER 1O
4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 1
5)- WATER HEATER SHALL HAVE TEMPERED VALVE
6) WATER CLOSET AND LAVARORY AT H.C. RESTUOOM SHALL BE H.C. APPROVED.
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OUTSIDE AIR SCHEDULE PN 2017 FMC TABLE 403.3 -
ACTUAL CFM PIP CPM FT' VENTILATION EXHAUST
NET PROVIDED 2
SPACE OCCUPIED OCCUPANCY
5 0.w 64 ctm Ma I 6
OPFOFFICE664 E 5 0.12 41 cim Na
17a 2 -k
BREAK ROOM 0 0.06 0 qm 2W cfm '
;—Teo
RESTROOM 0.12 105 dm m�a
875 2 0
LIGHT STORAGE 012 6 cfin Ne l
_ 44 0 0 ..
STORAGE CLOSETS 1760 t0 — _ 276 dm 200 cfm / ��+
TOTALS
HVAC SCHEDULES AND NOTES: EXHAUST FANS SHALL 13E GREENHECK OR EQUAL SP SERIES
NEW HVAC UNIT SHALL BE TRANE OR EQUAL SPLIT SYSTEM WITH CFM INDICATED AT 0.25 " SP. RUN 6" DIAMETER
EXHAUST THRU WALL WITH WP SCUPPER. MAINTAIN 10'
DX UNIT, 16.0 SEER MIN., WITH HEAT STRIP AS INDICATED.
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
MOUNT NEW UNIT ON STAND WITH PAN WITH DRAIN AND AT MANUAL "N" REQUIREMENT. MAINTAIN MINIMUM 10,
FLOAT SWITCH FOR UNIT SHUT DOWN. SEPARATION FROM EXHAUST OPENINGS.
PROVIDE FIRE DAMPERS AT ALL FLOOR /WALL/CEILING PROVIDE THERMOSTAT FOR EACH UNIT - HONEYWELL,
PENETRATIONS AS MAY BE REQUIRED TO MAINTAIN FIRE SETTINGS.
OR EQUAL "ON -AUTO" FAN AND "HEAT/COOL"
SETTINGS.
' RATINGS OF SAME -VERIFY REQUIREMENTS (PERTAINS TO
ALL DUCTWORK PENETRATIONS). DUCTWORK SHALL HAVE JOINTS AND SEAMS SEALED WITH
APPROVED TAPE APPLIED WITH ADHESIVE TO MAKE JOINTS
INSTALL ALL UNITS TO BE COMPLETELY ACCESSIBLE. 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 DIVERTER 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 SOOQ THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND M-6, S- INSPECTIONS FROM GOVERNING AGENCIES AND FURNISH A
4, D-5, OF THE SIZES SHOWN. S-1: ONE WAY; S-2: TWO WAY, 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.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR BALANCING THE
RAG'S SHALL BE TYPE RHF-TB OF THE SIZES SHOWN ON THE HVAC SYSTEM TO MEET THE CRITERIA ON THE PLANS AND
PLANS. TG'S (TRANSFER GRILLES) SHALL BE 16/16 OR OF THE SHALL RETURN TO THE SITE TO RE -BALANCE THE HVAC SYSTEM
SIZES SHOWN ON THE PLANS. PROVIDE I" T/A FILTERS. AF ER OCCUPANCY TO SATISFY SPECIFIC INDIVIDUAL
MENTS.
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EXISTING STEEL B.
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1 '/2" X 3 5/8" META
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STUDS @ 24" O.C.
1 %2" X 3 5/8" META
RUNNER WITH'A"
1" EMBED TAPCON
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EXISTING CONCRE
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EXISTING ROOF DECK
EXISTING STEELI-BEAM
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1 'h" X 5 5/8" METAL
R-30 FIBERGLASS BATTS
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RUNNER INSULATION
2X6 WOOD FIRE '/2" C-CORE DRYWALL
BLOCKING BETWEEN OVER 12 ga METAL
STUDS FURRING CHANNELS AT
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518" TYPE-X DRYWALL EACH EXISTING BAR
- JOIST
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1 1/2" X 5 5/8" METAL INSULATION
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4X4 WOOD GUARD
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2X12 WD STAIR ST
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PROVIDE (2 LAYERS) OF 30# FELT
BETWEEN STRINGERS AND CONCRETE
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ENTIRE UNDERSIDE
SIRS TO BLOCK OFF
tSIDE OF STAIRS
TYPICAL STAIR SECTION nts..,
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1 Y2" CONTINUOUS
HANDRAIL WITH
BRACKETS AT 60" O.C.
---- 2X8 CONTINUOUS TOP
PLATE
8" 0 WOOD POST AT 60" O.C.
+/- 3" 0 WOOD PICKETETS WITH
LESS THAN 4" CLEAR SPACE
BETWEEN
--2X8 WOOD BOTTOM RAIL
POST CUT AND LAPPED TO SIDE OF
STRINGER / FLOOR WITH (2)- V?
THRU BOLTS
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'WALL/ DOOR
HAND RAIL / GUARDRAIL
PER DETAIL
BOXED STEPS ANDlANDING (5
RISERS @7", 4 TREADS AT I I" AND
48" X45" LANDING)
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Wd T&G PLYWOOD WITH
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O.C.
- 2X12 WOOD JOIST AT 24"
O.C. WITH "SIMPSON" H3
-- WITH (8)- 8d NAILS EACH
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PLATE
DBL 2X6 WOOD TOP
2X4 WOOD STUD AT 16"
PLATE
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2X6 WOOD STUD AT 16"
BOTTOM WITH (6)- 1 Od
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O.C. WITH SIMPSON SP6
I/Z` TYPE X DRYWALL
E.A644 STUD TOP AND
BOTTOM WITH (6)- 10d
BOTH SIDES
'$ TYPE X DRYWALL
P.T. 2X4 WOOD BOTTOM
_ BOTH SIDES
PLAT€ WTIH'A" X 3"
TAPCONS AT 16" O,C.
P.T. 2X6 WOOD BOTTOM
PLATE W1TH'A" X 3"
TAPCONS AT 16" O.C.
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TOTAL RISE: 133"
(19) RISERS AT 7"
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BENCHMARK ENGINEERING 1` of
BOWDOIN G. HUTCHINSON P.E. #7087R
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#3 BRAS X 12" LONG DRILLED OUT & EPDXIED
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
FLOOR REPAIR DE T IL nts..
t.00ATED AT ALL AREAS REQUIRED FOR NEW PLUMBING INSTALLATIONS
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Planning & Development Services Department
COUNTY
Building & Regulations Division
` R I ' =- 44;; Product Review Affidavit
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Building Permit# Owners Name r7L\nAPSor.J Applicant:
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Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
Mullions
4 3},I -49.3
4/-55
MI-
185 hI+
Gad i 99, 1
INFALT
Ala %1'/4"�¢s.1'b .,GCLQws A'r
Fixed Glass
Block Glass
Sk fights
Sliding Glass Doors
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection
Roofventilation
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: _IrjopatpOla &. Signature: ON VL.A. seal
Design Prof: -7oN DDIn1 G 0 O'faH i NSotiJ Cert. No. J O S 4 b Date: 1,7 1 to ( 1 `)
SECTION
EXISTING STEEL PURLIN
SIDING TRIM
4" X 4" X 3/16" (30 ksi)
STEEL ANGLE WITH
(2)-'/2" THRU BOLTS EACF
WAY
6" X IOga (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)- V," THRU BOLTS EACH
WAY
SIDING TRIM
EXISTING STEEL PURLIN
EXISTING CONCRETE
FOUNDATION
WINDOW OPENING IN EXIST. WALL nts...
Planning & Development Services Department
tr 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 Buildin¢ 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 XII_III_IVExposure 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 it Roof Pitch: o.s :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 1S'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:
10. 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 It 020-12 Revised 3/15/12 (JS)
DETAIL
Print Name Cert If & Co. Cert Auth.
Benchmark Engineering
806 Delaware Av. Fort Pierce, FL
Company Name & Address
BENCHMARK ENGINEERING
BOWDOIN G. HUTCHINSON P.E. *70878
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