HomeMy WebLinkAboutFILLED LAND AFFIDAVITPLANNING & DEVELOPMENT SERVICES DEPARTMENT
Building & Code Regulations Division
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL 34982-5652
(772) 462-1553 JUL 0 2 2021
FILLED LAND AFFIDAVIT St. Lucie County
Permitting
I, the undersigned, am the owner of the following described property,
(Parcel Id#/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number , I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
�v i.rK' ( ,) GAO /")
Property Owner Name (Please Print)
Property Owner Signature Date
STATE OF FLORIDA, COUNTY OF �� Ci �I/�-C.
ACKNOWLEDGED BEFORE ME�yT,HIIS� �/ ` DAY OF�k f 20
BY`�o�D j�I� I a 1r tv� 7N WHO IS PERSONALLY KNOWN TO ME (_ OR WHO HAS
PRODUCED
eAO�
IGNATURE OF NOTARY PUBLIC
COMMISSION NUMBER
SLCPDSD Revised 04/11/2011
AS IDENTIFICATION.
1 CL in e. Ca &- ,
E OR PRINT NOTARY
� Y.p
(SENWRE COLE
Notary Public State of Florida
Commission a GG 961089
e:
iS*-'
My Comm. Expires Nar 14, 2024
Bonded through National Notary Assn.
GENERAL
PROJECT INFORMATION
SITE LOCATION / ADDRESS
2756 S. BROCKSMITH ROAD,
FORT PIERCE, FL,34945
PARCEL ID:
2320-501-0060-000-5
OWNER:
JOHN MALANCZYN
OWNER'S ADDRESS:
1535 SE SOUTH NIEMEYER CIR PORT ST LUCIE FL 34952
OWNER'S CONTACT:
772-263-9129
#Client E-mail
SCOPE OF WORK
CONSTRUCT ONE (1) NEW DETACHED SLAB ON AN EXISTING;
DEVELOPED COMMERCIAL LOT IN ST LUCIE COUNTY FL. STRUCTURE
COMPLIES W/ FBC R301.2, AS IS "NEGLIGIBLE" TO DAMAGE FROM
WEATHERING, AND IS CLASSIFIED AS "VERY HEAVY" TO DAMAGE
FROM TERMITE(S).
DESIGN DATA
JURISDICTION: SAINT LUCIE COUNTY
PLANNING AND DEVELOPMENT SERVICES
BUILDING AND CODE REGULATION DIVISION
PHONE: 772462-2172
BUILDING CODES IN EFFECT:
FLORIDA BUILDING CODE 7- EDITION (2020) BUILDING
FLORIDA BUILDING CODE 7T" EDITION (2020) MECHANICAL
FLORIDA BUILDING CODE 7TH EDITION (2020) ENERGY CONSERVATION
FLORIDA BUILDING CODE 7TH EDITION (2020) ACCESSIBILITY
2017 NATIONAL ELECTRIC CODE (NEC)
FLORIDA FIRE PREVENTION CODE 7T" EDITION
OCCUPANCY USE:
"U" MISCELLANEOUS
SPRINKLERED:
NO
BUILDING DESIGNED:
NIA
CONSTRUCTION TYPE:
II-B
ULTIMATE WIND SPEED:
V (ULT)157 MPH
NOMINAL WIND SPEED:
V (ASD) 122 MPH
EXPOSURE:
C
RISK CATEGORY:
1.
INTERNAL PRESSURE COEFFICIENT:
+/- 0.18
ADJUSTMENT FACTOR FOR
HEIGHT AND EXPOSURE:
N/A
IMPORTANCE FACTOR:
1.0
MEAN ROOF HEIGHT:
N/A
ROOF PITCH:
N/A
COMPONENTS AND CLADDING PRESSURES:
ROOF ZONES: N/A
WALL ZONES: N/A
LOADS:
FLOOR: 40 PSF ROOF/DEAD: N/A
ROOF/LIVE: N/A
BALCONY/LIVE: N/A
BEARING PRESSURES:
MINIMUM SOIL BEARING PRESSURE: 2500 PSF
PRESUMPTIVE SOIL BEARING PRESSURE: 2500 PSF
SITE LOCATION DATA
LOT IS SUBDIVISION OF MC NURLEN FARMS BLK 4 LOT 8-LESS W 76.23 FT-
(8.81 AC)
FLOOD ZONE: X BASE FLOOD ELEVATION: N/A
ZONE CLASSIFICATION: IAG-5 COUNT
LAND AREA: 8.81 ACRES NEIGHBORHOOD: N/A
MARKET: N/A DOR USE CODE: 0100
TAX DISTRICT: N/A SITIR: 20-35-39
SETBACKS:
FRONT 50'
REAR 30'
LEFT 20'
RIGHT 20'
AREA CALCULATION
SLAB 3,200.00
3,200.00 sq ft
COPYRIGHT DISCLAIMER
REPRODUCTION OF THE ILLUSTRATION AND WORKING DRAWINGS OF THESE
PLANS, EITHER IN WHOLE OR IN PART, INCLUDING ANY FORM AND/OR
PREPARATION OF DERIVATIVE WORKS THEREOF, FOR ANY REASON
WITHOUT PRIOR WRITTEN PERMISSIONS STRICTLY PROHIBITED. THE
PURCHASE OF A SET OF PLANS IN NO WAY TRANSFERS ANY COPYRIGHT OR
OTHER OWNERSHIP INTEREST IN IT TO THE BUYER EXCEPT FOR A LIMITED
LICENSE TO USE THAT SET OF PLANS FOR THE CONSTRUCTION OF ONE,
AND ONLY ONE, UNIT. THE PURCHASE OF AN ADDITIONAL SET(S) OF THAT
PLAN AT A REDUCED PRICE FROM THE ORIGINAL SET OR AS PART OF A
MULTIPLE SET PACKAGE DOES NOT CONVEY TO THE BUYER A LICENSE TO
CONSTRUCT MORE THAN ONE UNIT. THIS IS ALSO THE CASE WITH
REPRODUCIBLE VELLUM, CAD DISKS OR ANY MULTIMEDIA.
SIMILARLY, THE PURCHASE OF REPRODUCIBLE VELLUM CARRIES THE SAME
COPYRIGHT PROTECTION AS MENTIONED ABOVE. IT IS GENERALLY
ALLOWED TO MAKE COPIES FOR THE CONSTRUCTION OF A SINGLE UNIT
ONLY. TO USE ANY PLANS MORE THAN ONCE, AND TO AVOID ANY
COPYRIGHT LICENSES INFRINGEMENT, IT IS NECESSARY TO CONTACT THE
PLAN DESIGNER TO RECEIVE A RELEASE AND A LICENSE FOR ANY
EXTENDED USAGE. THE DESIGNER WILL MAKE SPECIAL PROVISIONS FOR
PLAN USAGE WITHIN DEVELOPMENTS WHEN PREVIOUS ARRANGEMENTS
HAVE BEEN MADE DIRECTLY WITH THE DESIGNER.
WHEREAS A PURCHASER OF REPRODUCIBLE IS GRANTED LICENSE TO MAKE
COPIES, IT SHOULD BE NOTED THAT AS COPYRIGHT MATERIAL, MAKING
PHOTOCOPIES FROM BLUEPRINTS IS ILLEGAL.
COPYRIGHT AND LICENSING OF PLANS FOR CONSTRUCTION EXIST TO
PROTECT ALL PARTIES. IT RESPECTS AND SUPPORTS THE INTELLECTUAL
PROPERTY OF THE ORIGINAL ARCHITECT, ENGINEER, OR DESIGNER.
COPYRIGHT LAW HAS BEEN REINFORCED OVER THE PAST FEW YEARS.
WILLFUL INFRINGEMENT COULD CAUSE SETTLEMENTS FOR STATUTORY
DAMAGES UP TO $150,000.00 PLUS ATTORNEY FEES, DAMAGES AND LOSS OF
PROFITS.
JUL
i pwiltingntY
LOCATION MAP NOT TO SCALE
SHEET
INDEX
GENERAL_
STRUCTURE
1D
NAME
#
REVISION DATE
ID -NAME
#
GENERAL PROJECT DATA NOTES AND SHEET INDEX
-
S-001
STRUCTURAL NOTESARCHITECTURE
[REVISIONDATE,G-001
S-101
SLAB / FOUNDATION PLANID___
AME
#�REVISION
DATE
A-101CHITECTURALSfTE
JAER
PLAN
GENERAL NOTES �
1. DRAWINGS ARE NOT TO BE SCALED. ON SITE VERIFICATION OF ALL DIMENSIONS AND
CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, AND ALL NOTED
DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS & ADVISE ENGINEER OF ANY DISCREPANCIES,
CONSTRUCTION SHALL NOT PROCEED UNTIL SAID DISCREPANCIES HAVE BEEN RESOLVED AND
APPROVED BY ENGINEER.
3. NO MATERIALS OR SYSTEMS ARE TO BE FABRICATED UNTIL: A. ALL DIMENSIONS HAVE BEEN
VERIFIED BY THE CONTRACTOR. B. SHOP DRAWINGS HAVEBEEN REVIEWED AND ACCEPTED BY
THE ENGINEER.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE COMMENCING
FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS OF CONSTRUCTION. ALL SHOP
DRAWINGS DIMS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR
BEFORE SUBMITTAL. INCOMPLETE SHOP DRAWINGS OR LACKING SUFFICIENT INFORMATION
WILL BE RETURNED WITHOUT REVIEW. ALL SHOP DRAWINGS REQUIRE APPROVAL IN THE CITY.
CONTRACTOR TO SUBMIT A MINIMUM OF FIVE (5) SETS OF COMPLETE SHOP DRAWINGS OR
AS SUBMITTALS FOR APPROVAL BEFORE COMMENCING FABRICATIONAND/OR INSTALLATION
OF ALL APPLICABLE ITEMS OF CONSTRUCTION. ALL SHOP DRAWING DIMENSIONS SHALL BE
FIELD VERIFIED, REVIEWED AND APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL AND
SO NOTED. RE -REVIEW BYARCHITECT OR ENGINEER REQUIRED BYSUBMITTAL NOT
EVALUATEDAND APPROVED BY CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR ON
HOURLY RATES ESTABLISHED IN ARCHITECTS CONTRACT FOR SERVICES FOR THIS PROJECT.
4. PLANS AS DESIGNED ARE THE SOLE PROPERTY OF GDC ARCHITECTS - ENGINEERS AND MAY
NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF GDC
ARCHITECTS - ENGINEERS OR IT'S DUL YA UTHORIZED REPRESENTATIVES. PLANS MAYBE
PURCHASED SEPARATELYBY CONTACTING GDC ARCHITECTS - ENGINEERS @ (863) 467 -1111.
S. THE ENGINEER WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF
CONSTRUCTION METHODS, TECHNIQUES, PROGRAM, SEQUENCES OR PROCEDURES OR FOR
THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. HE OR SHE
WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURETO CARRYOUT THE WORKIN
ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ENGINEER SHALL NOT HAVE CONTROL,
CHARGE OR BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-
CONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSON
PERFORMING ANY OF THE WORK ON THEJOBSITE.
6. THE STRUCTURAL ENGINEER OF RECORD /5 NOT RESPONSIBLE FOR THE DESIGN OF STEEL
STAIRS, HANDRAILS, CURTAIN WALLS, WINDOWS, PRECAST CLADDING, COLD -FORMED METAL
FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH
SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY OTHERS AS REQUIRED IN
OTHER PORTIONS OF THE CONTRACT DOCUMENTS.
Z CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATEAND FEDERAL BUILDING
CODES. PERMIT SHALL BE POSTED ON A VISIBLE PLACEATALL TIMES.
8. ALL WORK, MATER/AISAND EQUIPMENT UTILIZED IN THIS PROJECT SHALL BE INSTALLED IN
STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONSAND
SPECIFICATIONS.
9. ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY RECOGNIZED
PROFESSIONAL AND INDUSTRY ORGANIZATIONS AS PER FBC.
10. ALL MATERIALS USED SHALL BE NEW DELIVERED TO THE JOB IN ORIGINAL SEALED
CONTAINERS BEARING ORIGINAL MANUFACTURERS LABELS.
11. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER
CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR
WORKMAN COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILYINJURYAND
PROPERTY DAMAGE. IT IS THE INTENTION OF THk PARTIES THAT CONTRACTOR SHALL IDENTIFY
THE OWNER AND ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITES, AND JUDGMENTS
FOR PROPERTY DAMAGE AND PERSONAL INJURY, ARISING OUT OF THE WORK CONTRACTOR.
12. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES: STRUCTURAL, PLUMBING,
FIRE PROTECTION, ELECTRICAL & AIR CONDITIONING ATTHE TIME THE WORK IS PERFORMED
ON THIS STRUCTURE.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND
FAMILIARIZING HIMSELF WITH ALL EXISTING CONDITIONS AFFECTING THE WORK, INCLUDING
BUT NOT LIMITED TO PRIVATEAND PUBLIC UTILITIES, ON AND OFF SITE, ACCESS ROADS, AND
OTHER SUPPORT FACILITIES.
14. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY OF DETERMINING THE ERECTION
PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT
PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, TEMPORARY BRACING,
GUYS, FALSE WORK OR CRIBBING THAT MAYBE NECESSARY TO STABILIZE THE STRUCTURE
DURING ERECTION, UNDER ALL LOADING CONDITIONS. SUCH MATERIAL SHALL BE REMOVED
AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE
PROJECT.
15. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS FOR
INSERTS, SLEEVES, CURBS, PADS, ETC, THATAFFECT STRUCTURAL WORK.
16. CONTRACTOR SHALL VERIFYALL EXISTING UTILITIES SHOWN IN THE CIVIL SHEETS PRIOR TO
THE EXCAVATIONFOR THE BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE
NOTIFIED OF POTENTIAL CONFLICTS BETWEEN THE FOUNDATIONSAND ANY BURIED UTILITY
PIPES.
17. CONTRACTOR SHALL FIELD VERIFYALL EXISTING CONDITIONS PRIOR TOORDERINGANY
MATERIALS, AND SHALL IMMEDIATELYNOTIFY THE ENGINEER WHERE CONDITIONS MAY VARY
FROM WHATARE SHOWN ON THE DRAWINGS.
18. WHERE A DETAIL 1S LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS, IT SHALL APPLY TO
ALL SAME OR SIMILAR CONDITIONS ON THE PROJECT.
19_ CONTRACTOR SHALL NOTIFYARCHITECT/ENGINEER FOR CLARIFICATION PRIOR TO BIDDING OF
ANY DISCREPANCIES BETWEEN, BUT NOT LIMITED TO THE ARCHITECTURAL, STRUCTURAL,
MECHANICAL AND ELECTRICAL DRAWINGS. ANY DISCREPANCIESAFTER BIDDING SHALL BE
INTERPRETED AS IF IT WAS BID BASED ON THE MOST EXPENSIVE METHOD OR FINISH.
20. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT/ENGINEER
PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS.
21. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE
COMPLETED EXCLUDING ALL FINAL PUNCH LISTS ITEMS, REGARDLESS OF OWNERS USAGE OR
OCCUPANCY OF THE IMPROVEMENT.
22. UNDER NO CIRCUMSTANCES WILL ASSUMPTIONS BY THE CONTRACTOR BE CONSIDERED THE
DESIGN INTENT OR APPROVAL OF THE ARCHITECT OR ENGINEER UNLESS THERE IS WRITTEN
APPROVAL BY THEM.
23. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRAND/OR THE REPLACEMENT OF ANY
EQUIPMENT DAMAGED DURING CONSTRUCTION OR CLEAN-UP. CONSTRUCTION PERSONNEL
SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS
FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED.
24. ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE
OUTER FACE OF SUCH MEMBERS, NOT TO FACE OF FINISH MATERIAL UNLESS OTHERWISE
NOTED ON DRAWINGS.
25. THE CONTRACTOR SHALL BE A WARE THA TSPECIFIC FIRE RA TED SEPARA TION WITHIN THE
BUILDING'S CONSTRUCTION ARE REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND
COMBINATIONS OF WITHIN FIRE RATEDASSEMBLIES AS CALLED FOR ON THE DRAWINGS AND
SPECIFICATIONS ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIRE SEPARATION IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THATCHANGE IN MATERIAL THAT
ARE REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR ITS SUB -CONTRACTORS, FROM
THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY INAYAFFECTED OR LESSEN THE
REQUIRED FIRE RATED CONSTRUCTION OR ASSEMBLY.
26. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR, SHALL GIVE THE OWNER AND
ARCHITECT A COMPLETE SET OF AS-BUILTARCHITECTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS ALONG WITH THE WRITTEN GUARANTIES, OPERATION AND MAINTENANCE
MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN
A CURRENT SET OF AS -BUILT DRAWINGS. INFORMATION SHALL BE RECORDED BY CONTRACTOI
AS CONSTRUCTION PROGRESSES.
2Z OPENING WORK AS MAYBE NECESSARY FOR PROPER INSTALLATION OF HIS OWN OR OTHER
CONTRACTOR WORK CONSULTING WITH OTHER CONTRACTORS CONCERNED REGARDING
PROPER LOCATION AND SIZE OF SAME. IN CASE OF HIS FAILURETO LEAVEOR CUT SAME IN THI
PROPER PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO EXCESSIVE
CUTTING WILL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS WILL BE CUT
WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLYRESPONSIBLE FOR
THE COORDINATION OF ALL WORK OF TRADES PLUS THE COORDINATION, REPAIR AND
PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET
UNDER SEPARATECONTRACT BY THE OWNER.
28. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE
LOCATION OF ALL ACCESS PANELS SO AS TO ALLOW FOR PROPER EQUIPMENT ACCESSIBILITY,
MAINTENANCE AND/OR OPERATION OF THE BUILDING SYSTEMS PRIOR TO THE STARTOF
WORK. THE OMISSION OF ANY OR ALL ACCESS PANELS DOES NOT RELIEVE THE CONTRACTOR
OF THE RESPONSIBILITY FROM PROVIDING AND INSTALLING SUCH PANELS OR DOORS.
29. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS AND CONSTRUCTION
MATERIAL FROM THE SITE. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPERLY
CLEANING ALL AREAS PRIOR TO FINAL ACCEPTANCE BY THE OWNER INCLUDING BUT NOT
LIMITED TO WINDOWS, STOREFRONT, FLOORS CARPETS, WALLS, DOORS, EQUIPMENT, ETC.
3a THE CONTRACTOR SHALL GUARANTEE /N WRITING FORM AS ACCEPTABLE TO THE OWNER ALL
LABOR AND MATERIALS INSTALLED BY HIM FOR A PERIOD OF NOT LESS THAN (1) ONE YEAR
AFTER DATEOFACCEPTANCEOF WORK BY THE OWNER EXCEPTAS MODIFIED HEREIN OR ON
OTHER DRAWINGS, SHOULD DEFECTS OCCUR ALL WORK SHALL BE REPLACED OR PROPERLY
REPAIRED AT NO ADDITIONAL COST TO THE OWNER.
31. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLYPROTECTED ATALL TIMES.
CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICEAND PROVIDE
ALL FENCES, BARRICADES, ETC. AS MAYBE NEED€D TO PROTECT LIFE AND PROPERTYAND AS
MAYBE REQUIRED BYAUTHORITIES HAVINGJU#1SDICTION OVER THIS WORK. HE SHALL
REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY
HIS OPERATION.
ABV.
- ABOVE
JT.
- JOINT
A.C.
- AIR CONDITIONING
KIT
- KITCHEN
ACOUS.
- ACOUSTICAL
LAV.
- LAVATORY
A.C.T.
- ACOUSTICAL CEILING TILE
L.B.
-- LOAD BEARING
ADMIN.
- ADMINISTRATION
L.F.
-- LINEAR FEET
A.DRAIN
- AREA DRAIN
L.P.
-- LOW POINT
ADJ.
- ADJACENT
MAX.
- MAXIMUM
A.F.F
- ABOVE FINISH FLOOR
MECH.
- MECHANICAL
AFP
- ACOUSTICAL FINISH PLASTER
MFR.
-- MANUFACTURER
A.H.U.
- AIR HANDLING UNIT
MGR.
- MANAGER
ALUM.
- ALUMINUM
MH
-- MANHOLE
ANOD.
- ANODIZED
MIN.
-- MINIMUM
ARCH.
- ARCHITECTURAL
MISC.
- MISCELLANEOUS
A.S.B.
- ASBESTOS
M.O.
- MASONRY OPENING
ASPH.
- ASPHALT
MTL.
-- METAL
ASST.
-- ASSISTANT
NA
- NOT APPLICABLE
BATT
- BATT INSULATION
NC
-- NON-COMBUSTIBLE
BB.
- BACKER BOARD
N.I.C.
-- NOT IN CONTRACT
BD.
- BOARD
No. / NUM
- NUMBER
BLDG.
- BUILDING
NOM.
- NOMINAL
BLK.
- BLOCK / BLOCKING
N.T.S.
- NOT TO SCALE
BM.
- BEAM
O.C.
- ON CENTER
BOTT.
- BOTTOM
O.D.
-- OUTSIDE DIAMETER
CAB.
- CABINET
O.F.I.C.
-- OWNER FURNISHED, CONTRACTOR
CB
- CATCH BASIN
INSTALLED
CEM.
- CEMENT
O.H.
- OVERHANG
C.PLAS.
- CEMENT PLASTER
OFF.
- OFFICE
C.G.
- CORNER GUARD
O.S.H.A
- OCCUPATIONAL SAFETY AND HEALTH
C.HGT.
- CEILING HEIGHT
ADMINISTRATION STANDARDS
C.JNT.
- CONTROL JOINT
OPNG.
- OPENING
CLR.
- CLEAR (FINISH TO FINISH)
P.L.
-- PROPERTY LINE
COMP.
- COMPUTER
P.LAM.
-- PLASTIC LAMINATE
CPT.
- CARPET
PLAS.
- PLASTER
CT.
- CERAMIC TILE
PLUM.
-- PLUMBING
CLG.
- CEILING
PLYWD.
- PLYWOOD
CLO.
- CLOSET
P.O.B.
- POINT OF BEGINNING
C.O.
- CLEAN OUT
PR.
- PAIR
CONC.
- CONCRETE
PTD.
- PAINTED
CONT.
- CONTINUOUS
RISE
- RISER
C.M.U.
- CONCRETE MASONRY UNIT
RAD.
-- RADIUS
DETL.
- DETAIL
R.D.
-- ROOF DRAIN
DIA.
- DIAMETER
REF.
- REFERENCE
DIR.
- DIRECTOR
REFL.
- REFLECTED
DN
- DOWN
REINF.
- REINFORCED
D.O.
- DOOR OPENING
REQ.
- REQUIRED
DR.
- DOOR
RM.
-- ROOM
DWR.
- DRAWER
R.O.
- ROUGH OPENING
DWG.
- DRAWING
RT
- RESILIENT TILE
EA.
- EACH
SC
-- SOLID CORE
ELEC.
- ELECTRONICAL
SCH.
-- SCHEDULE
ELEV.
- ELEVATION
SERV.
-- SERVICE
EL
- ELEVATOR
SHR.
- SHOWER
E.N.C.
- EXISTING, NO CHANGE
SHT.
-- SHEET
E.O.S.
- EDGE OF SLAB
SIM.
--- SIMILAR
EQ.
- EQUAL
SPECS.
- SPECIFICATIONS
EQUIP.
- EQUIPMENT
SQ.
- SQUARE
E.W.C.
- ELECTRIC WATER COOLER
SL.
-- SLOPE
EXH.
- EXHAUST
SLD.
- SLIDING
EXIST.
- EXISTING
SREF
-- STATE REQUIREMENTS FOR
EXT.
- EXTERIOR
EDUCATIONAL FACILITIES (2017 ED.)
EXP.JT.
- EXPANSION JOINT
S.S.
- SERVICE SINK
FBC 2017
- FLORIDA BUILDING CODE (2017)
S.STL.
- STAINLESS STEEL
F.D.
- FIRE DAMPER
STL
-- STEEL
F.F.
- FINISH FLOOR ELEVATION
STOR.
-- STORAGE
F.F.E.
- FIXTURES, FURNITURES AND
STRUCT.
-- STRUCTURAL
EQUIPMENT
SUSP.
-- SUSPENDED
F.F.P.C.
- FLORIDA FIRE PROTECTION CODE
SYM.
--- SYMMETRICAL
FIXT.
- FIXTURE
T
- TREAD
FLASH.
- FLASHING
TEL.
-- TELEPHONE
FL.D.
- FLOOR DRAIN
TEMP.
-- TEMPERED
F.O.F.
- FACE OF FINISH
THK.
- THICKNESS
F.R.
- FIRE RATED
T.O.
- TOP OF
F.V.
- FIELD VERIFY
TYP.
-- TYPICAL
GA.
- GAUGE
UA
- UNLIMITED AREA
GALV.
- GALVANIZED
U.C.
-- UNDER COUNTER
GEN.
- GENERATOR
U.L.
- UNDERWRITERS LABORATORY
GL
- GLASS
U.N.O.
- UNLESS OTHERWISE NOTED
G.W.B.
- GYPSUM WALL BOARD
VERT.
- VERTICAL
HIC
- HANDICAP
VEST.
- VESTIBULE
HC
- HOLLOW CORE
V.I.F.
- VERIFY IN FIELD
HDWD.
- HARD WOOD
VWC
- VINYL WALL COVERING
HM
- HOLLOW METAL
VT
- VINYL TILE
HORIZ.
- HORIZONTAL
W/
-- WITH
HGT.
- HEIGHT
W.C.
--- WATER CLOSET
H.P.
- HIGH POINT
WD
- WOOD
LDIA.
- INSIDE DIAMETER
W/O
-- WITHOUT
INSUL.
- INSULATION
WP.
- WATERPROOF
INT.
- INTERIOR
WT.
- WEIGHT
INV.
- INVERT
WWF
- WELDED WIRE FABRIC
DIRECTORY
OWNER I STRUCTURE
CONTACT:
JOHN MALANCZYN
CONTACT:
GDC ARCHITECTS -ENGINEERS
ADDRESS:
2756 S. BROCKSMITH ROAD, FORT PIERCE,
JOHN H. CRESWELL P.E.
FL, 34945
ADDRESS:
4459 SE KUBIN AVE, STUART, FL, 34997
PHONE:
772-263-9129
PHONE:
(863) 467-1111
EMAIL:
#Client E-mail
EMAIL:
john@gdcflorida.com
BUILDER
CONTACT: TBD
ADDRESS: TBD
PHONE: TBD
EMAIL: TBD
ELECTRICAL
CONTACT: TBD
ADDRESS: TBD
PHONE: TBD
EMAIL: TBD
MECHANICAL
CONTACT: TBD
ADDRESS: TBD
PHONE: TBD
EMAIL: TBD
PLUMBING
CONTACT:
TBD
ADDRESS:
TBD
PHONE:
TBD
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GENERAL PROJECT DATA NOTES AND SHEET INDEX
ARCHITECTS
ENGINEERS
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (772) 872-5121
WWW.GDCFLORIDA.COM
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LIABILITY NOTE
THIS IS THE PROPERTY OF GDC ARCHITECTS -
ENGINEERS, LLC AND IS NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN
PART. IT IS NOT TO BE USED ON ANY OTHER
PROJECT AND 15 TO BE RETURNED UPON
REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAYALTERTHE
ACCURACY OF ORIGINAL DRAWINGS.
JOHN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
7/1 /2021
SHEET
G-001
IMPORTANT NOTES
BURIED UTILITIES ARE SHOWN ATTHEIR APPROXIMATE LOCATION BASED
UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD
EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE
WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION
DURING EXCAVATION PROCEDURES AND CONTACTSUNSHINE STATEONEAT
1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO
EXCAVATION OPERATIONS.
NOTE: UNDERLYING BOUNDARY AND LIMITED TOPOGRAPHIC INFORMATION
PROVIDED BY TRADEWINDS SURVEYING SERVICES, LLC.
LOT 6
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PROPOSED 3,200 SQ FT
CONCRETE SLAB
LOT 5 N 890 32' 12"E 1183.37'
EXISTING DIRT DRIVEWAY
LOT 8
ADDRESS: 2756 BROCKSMITH ROAD, FORTY PIERCE, FL. 34945
PARCEL: 2320-501-0060-000-5
AREA: 8.81 ACRES
>IVISION OF MC NURLEN FARMS BLK 4
FT- (8.81 AC)
LOT 9 N 890 3002 V 1181.62'
EXISTING CONC. DRIVEWAY
EXISTING RESIDENCE
01111- EXISTING SHED
LIMITS OF LIABILITY DISCLAIMER
THIS DRAWING IS CONCE=''TUAL ONLYAND FOR THE CONVENIENCE OF
REFERENCE, IT SHOULD NOT BE RELIED UPON AS REPRESENTATION
EXPRESS OR IMPLIED, OF THE FINAL SIZE, LOCATION OR DIMENSIONS OF ANY
LOT OR BUILDING AREA. ""II IE OWNER EXPRESSLY RESERVES THE RIGHT TO
MAKE ANY MODIFICATICN;3, REVISIONS, AND CHANGES IT DEEMS DESIRABLE
BY LAW OR GOVERNMElf-AL BODIES. BY USING THIS DRAWING OWNER
AGREES TO HOLD HARMLESS GDC ARCH]TECTS-ENGINEERS FROM ANY
ERRORS OR OMISSIONS IN THE CONTENT OF THIS DRAWING. OWNER
FURTHER AGREES THAT IN NO EEVE4,NT''WILL GDC BE LIABLE FOR ANY LOSS OR
DAMAGE INCLUDING WITHOUT LIMITATION, INDIRECT OR CONSEQUENTIAL
LOSS OR DAMAGE WHATSOEVER ARISING FROM LOSS OF MONIES,
CONTRACTOR PROFIT, OR IN CONNECTION WITH THE USE OF THIS DRAWING.
EXISTING PROPERTY LINE
EXISTING CITY OR
COUNTY SETBACK
BUILDING LINE
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ARCHITECTS
ENGINEERS
COA#30250, AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (772) 872-5121
WWW.GDCFLORIDA.COM
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ISSUED FOR
PERMIT
ILIABILITY !VOTE
THIS IS THE PROPERTY OF GDC ARCHITECTS -
ENGINEERS, LLC AND IS NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN
PART. IT IS NOT TO BE USED ON ANY OTHER
PROJECT AND IS TO BE RETURNED UPON
REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLYAS NORMAL
REPRODUCTION PROCESSES MAYALTERTHE
ACCURACY OF ORIGINAL DRAWINGS.
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
7/1/2021
SHEET
A-101
FOUNDATIONS SPEC. ENGINEERED SYSTEMS
PREFABRICATED WOOD TRUSSES AND GIRDERS
MASONRY
�
REINFORCED CONCRETE
STRUCTURAL STEEL.
1. FOUNDATIONSARE DESIGNED FOR AN ASSUMED SOIL BEARING PRESSURE 1. THE DESIGN WIND PRESSURES FOR EXTERIOR WINDOWS AND DOORS ARE
OF 2500 PSF. .SUPPLIED ON THE ELEVATION DRAWINGS. THE CONTRACTOR SHALL SUBMIT
PRODUCT SUPPLIED ON THE ELEVATION DRAWINGS. THE CONTRACTOR
1.
PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED IN
ACCORDANCE WITH ASCE 7-10.
1. MATERIALS, TESTING OF MATERIALS AND STORAGE OF MATERIALS SHALL I
CONFORM TO ACI STANDARD SPECIFICATIONS FOR MASONRY STRUCTURES
AND BUILDING CODE REQUIREMENTS (ACI 530/530.1-13).
�
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318, LATEST
EDITION, SPECIFICATIONS FOR STRUCTURAL CONCRETE.
1. STRUCTURAL STEEL SHALL BE FABRICATEL!AND ERECTED ACCORDING TO
THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
BRIDGES, LATEST EDITIONS.
2. A GEOTECHNICAL ENGINEER RETAINED BY THE OWNER SHALL INSPECT ALL SHALL SUBMIT PRODUCT CONTROL APPROVALS TO THE ENGINEER
FOUNDATION WORK TO CONFIRM THAT REQUIRED SOIL BEARING SHOWING THAT THE DOORS, WINDOWS AND OTHER CLADDING SYSTEMS
2.
PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED,
FABRICATEDAND ERECTED IN ACCORDANCE WITH THE TPI AND THE FBC
2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90. MORTAR
2. UNLESS NOTED OTHERWISE, DETAILS OF CONCRETE REINFORCEMENT AND
ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI
2. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE LATEST
CAPACITIES ARE MET, THE GEOTECHNICAL ENGINEER SHALL FURNISH A MEET THE DESIGN PRESSURES AND DEBRIS IMPACT CRITERIA FOR THE
SIGNED AND SEALED SUMMARY REPORT STATINGTHAT THE FOUNDATION CONSTRUCTION PROJECT PER FBC REQUIREMENTS.
FOR THE LOADS INDICATED ABOVE (LATEST EDITIONS).
SHALL BE ASTM C270 TYPE M OR S COARSE MASONRY. GROUT SHALL
CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH
315, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES AND CRSI MSP-1, MANUAL OF STANDARD
"STRUCTURAL STEEL DETAILING MANUAL OF THE- Al SC" SHALL BE SIGNED
AND SEALED BYAN ENGINEER REGISTEREO IN FLORIDA, AND SUBMITTED
! PREPARATION PROVIDES THE REQUIRED BEARING CAPACITIES FOR
3.
PREFABRICATED TRUSSES AND GIRDERS SHALL BE DESIGNED BYA FLORIDA
OF1,800 PSI AND A SLUMP OF: ±10". MINIMUM 28 DAYCOMPRESSIVE
PRACTICE, LATEST EDITIONS.
TO THE ARCHITECT/ENGINEER FOR REVIEII1 NO FABRICA TION SHALL BEGIN
FOUNDATIONS.
REGISTERED SPECIALTY ENGINEER. COMPLETE CALCULATIONS AND SHOP
DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER
STRENGTH OF THE MASONRY UNIT SHALL BE 1,500 PSI.
( 3. SHOP DRAWINGS SHOWING ALL FABRICATION DIMENSIONS AND
UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.
3. THE PROJECT SITE SHALL BE IMPROVED WITH VIBRATORYROLLING
COMPACTION FROM THE STRIPPED GRADE PRIOR TO CONSTRUCTION OF
AND SUBMITTED TO THE ENGINEER -OF -RECORD FOR REVIEW. REVIEW BY
THE ENGINEER -OF -RECORD WILL BE FOR COMPLIANCE WITH DESIGN
3. ALL MASONRY CONSTRUCTION SHALL BE RUNNING BOND. MORTARJOINTS
SHALL NOT EXCEED 518" THICKNESS IN CONCEALED AREAS AND WITHIN
LOCATIONS FOR PLACING OF THE REINFORCING STEEL AND ACCESSORIES
SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT/ENGINEER. NO
3. UNLESS NOTED OTHERWISE, STRUCTURAL ,STEEL SECTIONS SHALL
CONFORM TO THE FOLLOWING:
THE FOUNDATION PAD. THE TOP 2 FEET BELOW STRIPPED GRADE SHALL BE
CONCEPT ONLY, SPECIALTY ENGINEER SHALL COMPLY WITH CHAPTER 471
SPECIFIED TOLERANCES IN AREAS EXPOSED TO FOUNDATIONS WHERE
FABRICATION SHALL BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND
COMPACTED TO A MINIMUM OF 95% DENSITY PRIOR TO PLACING FILL TO
ACHIEVE FINAL GRADE.
4.
F.S.
TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND
VERTICAL AND HORIZONTAL ALIGNMENT WOULD CAUSE MORTARJOINTS
TO BE LESS THAN 114" OR MORE THAN 112" THICK SHALL BE CORRECTED
PRIOR TO COMMENCING MASONRY CONSTRUCTION.
REVIEWED.
4. SUBMIT CONCRETE MATERIALS, MIX DESIGN AND METHODS OF CURING
A. W-SHAPES SHALL CONFORM TO A5TM A992, GRADE 50. (ASTM A
572, GRADE 50 MAYBE SUBSTITUTED FOR ASTM A992.)
4. AREAS UNDER SLABS AND FOOTINGS TO BE BACK FILLED SHALL BE
COMPACTED IN LIFTS OF NOT MORE THAN TWELVE INCHES UNCOMPACTED
FABRICATION OF TRUSSES, GIRDERS, AND THEIR CONNECTIONS TO EACH
OTHER. DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS
4. PIPES OR CONDUITS MAYPENETRATE HORIZONTALLY THROUGH MASONRY
FOR REVIEW BY THE ENGINEER.
B. SQUARE/RECTANGULAR HOLLOWSFRUCTURAL SECTIONS (HSS)
SHALL CONFORM TO ASTM A500, GRADE B
DEPTH (SIX INCHES UNCOMPACTED DEPTH IF HAND OPERATED EQUIPMENT
IS USED) TO 95% OF THE MAXIMUM DRY DENSITY AS DEFINED BYASTM
0698 OR ASTM D1557.
5,
TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS IS THE
RESPONSIBILITY OF THE TRUSS MANUFACTURER.
TRUSS AND GIRDER LAYOUTAS INDICATED ON THE ROOF FRAMING
WALLS BY MEANS OF A GALVANIZED STEEL SLEEVE NO THINNER THAN
STANDARD WEIGHT (SCHEDULE 40), ASTM A53, SOLIDLY GROUTED OR
MORTARED IN PLACE. PLACE SLEEVES NOT CLOSER THAN THREE DIAMETERS
ON CENTER. MAXIMUM SIZE OF SLEEVE SHALL BE 12 ".
5. TESTING LABORATORY EMPLOYED BY THE OWNER SHALL SUBMIT ONE COPY
OFALL CONCRETE TEST REPORTS D'IRECTLYTO THE ENGINEER. SEE SPECIAL
INSPECTION SCHEDULE FOR REQUIRED TESTS.
C. ROUND HOLLOW STRUCTURAL SFC TIONS (HSS) SHALL CONFORM TO
ASTM A501 OR ASTM A53, GRADE B.
- - - - -- - ---
AND/OR FLOOR FRAMING PLAN(S) SHALL NOT BE ALTERED WITHOUT PRIOR
WRITTEN AUTHORIZATION FROM THE ENGINEER OF RECORD.
5. MAXIMUM SIZE OF EMBEDDED VERTICAL PIPE OR CONDUIT IN A BEARING
6. UNLESS NOTED OTHERWISE, 28 DAYCOMPRESSWE STRENGTH OF CAST -IN-
PLACE CONCRETE FOR EACH PORTION OF THE STRUCTURE SHALL BE AS
D. OTHER STEEL SHAPES (CHANNELS. ANGLES, AND, PLATES) MAY
CONFORM TO ASTM A36.
WALL SHALL NOT EXCEED 113 OF WALL THICKNESS. PIPES SHALL NOT BE
FOLLOWS:
6.
SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW AND APPROVAL
PLACED CLOSER THAN THREE DIAMETERS ON CENTER.
4. BEAMS WITHOUT SPECIFIED CAMBER ARE TO BE FABRICATED SUCH THAT
BY THE A/E.
FOOTINGS, SLAB ON GRADE = 3,500 PSI
AFTER ERECTION ANY CAMBER DUE TO ROLLING OR SHOP FABRICATION IS
----
6. HORIZONTAL JOINT REINFORCEMENT IN ALL CMU WALLS SHALL BE 9 GA.
BEAMS COLUMNSAND SCABS ABOVE GRADE = 4,000 PSI
UPWARD AT MID SPAN.
ST LUCIE COUNTY BUILDING DEPARTMENT CODE COMPLIANCE DIVISION
7.
WOOD FRAMING SHALL BE SOUTHERN PINE No.
OTHERWISE BY TRUSS MANUFACTURER.
DEFORMED GALVANIZED TRUSS TYPE. JOINT REINFORCEMENT SHALL BE
FULLY EMBEDDED IN MORTAR WITH A MINIMUM COVER OF 518"•
PRE -STRESSED ELEMENTS AND PILES = 5,000Psi
5. BOLTS, WELDS, ANCHORS, AND HEADED STUDS:
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
HORIZONTAL MASONRY REINFORCEMENT SHALLBE PLACED IN EVERY
7. UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER FOR
_
OTHER COURSE UNLESS OTHERWISE NOTED.
REINFORCEMENT
SHALL BE AS FOLLOWS:
A. WELDS SHALL CONFORM TO "STRUT TURAL WELDING CODE" OF THE
AMERICAN WELDING SOCIETY, A 14/S Di. 1. USE E70XX ELECTRODES.
7. SEE PLANS FOR VERTICAL REINFORCEMENT IN WALLS. PROVIDE MINIMUM
CONCRETE CAST AGAINST EARTH 3"
PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLEAT THE
THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT, OR ENGINEER, THIS CERTIFICATION MUST BE SUBMITTED IN DUPLICATE WITH ALL APPLICATIONS
FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULTI -FAMILY), RESIDENTIAL ADDITION, ANY ACCESSORY STRUCTURE REQUIRING A
LAP OF 48 BAR DIAMETERS. FILL ALL REINFORCED CELLS WITH GROUT FOR
FULL HEIGHT. ALL CELLS LOCATED BELOW GRADE SHALL BE FILLED WITH
FORMED CONCRETE EXPOSED TO
EARTH OR WEATHER:
JOB SITE. MINIMUM WELD SIZE ,S, ACCORDING TO AISC, LATEST
EDITION.
BUILDING PERMITAND ANY NON-RESIDENTIAL STRUCTURE, THIS CERTIFICATION SHALL NOT APPLY TO INTERIOR RENOVATIONS (PROVIDE THAT NO EXTERIOR STRUCTURAL WALLS,
GROUT REINFORCE CELLS ADJACENT TO DOOR, WINDOW AND OPENINGS
#6 THROUGH #18 BARS 2"
COLUMNS OR OTHER COMPONENTS ARE BEING AFFECTED AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FURTHER ASSISTANCE PLEASE CONTACTTHE BUILDING INSPECTION
IN .ACCORDANCE WITH CMU OPENING REINFORCING DETAIL. GROUT SHALL
#5 BARS AND SMALLER 1 1 2`
B. UNLESS NOTED OTHERWISE NERWISE BOLTS '!iHAtt CONFORM TO ASTM A325,
OFFICE.
HAVEA MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
INTERIOR SLABS AND WALLS W/
AND SHALL BE MINIMUM 314 E MMETER.
-
#11 BAR AND SMALLER 3/4
8. ALIGN VERTICAL CORES EVENLY FOR THE FULL HEIGHT WHERE CELLS ARE
INTERIOR BEAMS, AND COLUMNS: 1 112"
C. UNLESS NOTED OTHERWISE STUDS .SHALL. BE 3/41"' DIA. 5-3116"
_
7-0 BE GROUTED. GROUT IN VERTICAL CORES SHALL NOT BE PLACED IN
LONG HEADED STUDS, BY NELSOPI, OR APPROVED EQUAL.
PROJECT NAME: JOHN MALANCZYN
LIFTS GREATER THAN 5 FEET. PROVIDE CLEAN OUTS WHEN GROUTING
8. CONCRETE SLUMP SHALL BE 3" MIN. TO 5" MAX.
PROJECT ADDRESS: 2756 S, BROCKSMITH ROAD, FORT PIERCE, FL, 34945
- -
- - -- -
BLOCK CELLS.
D. UNLESS NOTED OTHERWISE ALL EYPANSION AN':HORS ARE TO BE
PERMIT #: 000
PLYWOOD ROOF SHEATHING
9. MASONRY WALLS MUST BE BRACED DURING ERECTION FOR WIND AND
9. REINFORCING
STEEL SHALL CONFORM TO ASTM A615, GRADE 60.
314" DIA. HILTI KWIK - BOLTS W'I ii'-1 4 3,14" MIN. EMBEDMENT, OR
AN APPROVED EQUAL.
OCCUPANCY TYPE: SINGLE FAMILY
CONSTRUCTION LOADS. BRACES MUST BE DESIGNED, CONSTRUCTED AND
10. ALL
SPLICES SHALL CONFORM TO ACI 318, CLASS "B" SPLICES UNLESS
CONSTRUCTION: CMU
ERECTED IN A FASHION AS TO PREVENT PERMANENT SCARRING OF
NOTED OTHERWISE. PROVIDE CORNER BARS OF 30"X30" FOR TOP AND
E. ANCHOR BOLTS SHALL CONFORM TO AST!VI A30)"AND SHALL BE
- -
EXPOSED MASONRY SURFACES.
BOTTOM BARS ATALL CORNERS OF TIE BEAMS AND FOUNDATIONS.
GALV 1F EXPOSED IN THE FINISHED STRUCTURE.
1.
PLYWOOD ROOF SHEATHING SHALL BE MIN 518" CDX GRADE, SHEATHING,
10. ALL MASONRY WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL BE IN
11. CONSTRUCTION JOINTS SHALL FALL AT CONTROL JOINTS AND SHALL BE
E THE FABRICATORSHALL BE RESPONSIBLE Fr3R THE DESIGN AND DETAILING
WITH 48/24 APA SPAN RATING.
PLACE PRIOR TO FORMING OR PLACING CONCRETE IN COLUMNS AND
KEYED.
OF ALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE CONTRACT
CERTIFICATION STATEMENT:
BEAMS OVER THE WALLS, EXCEPTAS OTHERWISE SPECIFIED. HORIZONTAL
DRAWINGS. THIS DESIGN SERVICE SHALL ftE INCLUDED IN THE
I CERTIFY THAT, TO THE BEST OF MY KNOWLEOGEAND BELIEF, THESE PLANS AND SPfCIF1CATtONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION
2.
C
CONTINUOUS WOOD BLOCKING SHALL BE PROVIDED ALONG RIDGE AND AT
-
7 F
JOINT REINFORCING SHALL EXTEND A rt! INIMUIV° 0. 6 INTO ALL BUTTING
7 I REINFORCING
1_. WELDING OR TACK OF REIN. ORCING STEEL SHALL NOT BE
r
CONTRACTOR'S SCOPE Of SERVICES. SHC}1 DRA LIVINGS AND CALCULATIONS
OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY OKEECNOBEE COUNTY I AL.10 CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE
ALL EDGE SUPPORTS @ ALL GABLES. BLOCKING SHALL CONSIST OF 21)(4 AT
COLUMNS.
PERMITTED EXCEPTAS AUTHORIZED OR DIRECTED BY THE STRUCTURAL
OF SUCH CONNECTIONS >HALL BE SEALEL' BYAN ENGlNEER LICENSED IN
ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
PANEL JOINTS WITH (2)16D TOE NAILS AT EACH END.
ENGINEER OR HIS REP.
FLORIDA. REVIEW BY THE E.O. R. DOES NOT RELIE-VE THE CONTRACTOR OF
THE FULL RESPONSIBILITY FOR THE DESIGA; AND ADEQUACY OF SUCH.
3.
LAYPANELS, CONTINUOUS OVER TWO OR MORE SPANSAND WITH FACE
13. WELDED WIRE FABRICSHALL CONFORM TO ASTM A1064 AND SHALL BE
DESIGN PARAMETERS AND ASSUMPTIONS USED
GRAIN PERPENDICULAR TO PRIMAIty FRAMING MEMBERS, END JOINTS
SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH
__
SUPPLIED IN SHEETS. LAP SHEETS ATLEAST 8" TO CONTAIN ATLEAST ONE
CROSS WIRE WITHIN 8" OF CENTRAL JOINT.
7, UNGALVANIZED PIECES EXCEPTATAREAS TO BE FIELD ViIELDED. TOUCH UP
F fELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER
1, FLORIDA BUILDING CODES: 2020 FLORIDA BUILDING CODE, 2020 FBC-EXISTING CODE
PANELS FASTENED TO END. JOINTS ,SHALL BE STAGGERED
WELDING (USE GALVANIZED PAINT FOR TOUCH LIP OF CfALVANIZEDSTEEL).
2. BUILDING DESIGN 1S ENCLOSED: PARTIALLYENCLOSED: OPEN: _ X _ PARTIALLYOPEN:
j 3. MEAN ROOF HEIGHT. N/A ROOF PITCH: N/A _INTERNAL PRESSURE COEFFICIENT. +/- 0.18
4.
FASTEN PLYWOOD ROOF SHEATHING, PANELS TO ALL SUPPORTING
14. PROVIDE 2 #4 (X3' 0 LONG) BARS ATALL RE-ENTRANT CORNERS OF ALL
SLABS ON GRADE AND UPPER FLOOR SLABS.
GALVANIZED PAINT SHAD BE IN ACCORDANCE WITH THE FOOT QUALIFIED
PRODUCTS LIST.
4. WIDTH OF END ZONES: 4' WIND SPEED: 170 (3 '.EC. GUSTS)
MEMBERS USING 8D GALV RING S►IANK NAILS. NAIL SPACINGSHALL BE AS
5. BUILDING CLASSIFICATION TABLE 1-1 ASCE 7: U FBC TABLE: 1604.5
FOLLOWS:
15. PROVIDE CORNER BARS MATCHING THE MAIN REINFORCEMENT A TALL
6. WIND EXPOSURE CLASSIFICATION: C ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT. N/A
7. COMPONENTS &CLADDING WIND PRESSURE ON ROOF ZONE: 1. N/A 2. �� 3. MIA
O.C.
ALL ROOFAREAS: 4' AT PANEL PERIMETER AND 6' O.C.O.. CAT
_
NOTI•S
FOOTING AND TIE BEAM INTERSECTIONS. THE LENGTH OF CORNER BARS IN
EACH DIRECTION SHALL BE A MINIMUM OF 30 BAR DIAMETERS.
---
- - - - --_-_---
B. COMPONENTS & CLADDING WIND PRESSURE ON WALL ZONE: 4, NIA _5._ N/A _
INTERMEDIATE SUPPORTS.
9. COMPONENTS & CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR: NIA PSF
- -- - ------ - -
16. IF
REQUIRED, HOUSEKEEPING PADS SHAH BE 4"THICK CONCRETE CAST OVER
M LOADS: FLOOR: 40 PSF ROOF/DEAD:- NIA ROOFILIVE:-._ N/A. BALCONYILIVE:_NIA
THE FLOOR SLAB. REINFORCE WITH 6X6 W2AXW2.1 PLACED ATCENTER OF
11. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES _ (IF NO, ATTACH EXPLANA TION}
12. CONTINUOUS LOAD PATH PROVIDED?_ YES (!F N0, ATTACH EXPLANATION?
11 ARE COMPONENT AND CLADDING DETAILS PROVIDED? YES (IF NO, ATTACHEXPL.ANATION)
14. MINIMUM SOIL BEARING PRESSURE: 2500 PRESUMPTIVE: 2500 BY TEST. N/A PSF
15. HURRICANE SHUTTERS AS INDICATED ON PRODUCT APPROVAL: ° `
ENGINEER OF RECORD TO REVIEW TRUSS ENGINEERING PRIOR TO
INSTALLATION.
ENGINEER OF RECORD SHALL SPECtFYALL TRUSS TO CMU CONNECTIONS AFTER
REVIEW OF SHOP DRAWINGS. TRUSS MANUFACTURER SHALL SPECIFYAND
PROV/DEALL TRUSS TO TRUSS CONNECTIONS
SLAB. COORDINATE SIZE AND LOCATION WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
STRUCTURAL NOTES
I
�
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION IS TRUE AND CORRECT.
TO THE BEST OF MY KNOWLEDGE AND BELIEF.
1. REFER TO A -PAGES FOR WALL DETAILS, AND S-PAGES FOR .STRUCTURAL NOTES
AND USE(S)
NAME: JOHN CRESWELL PE CERT. #: - PE# 40940, COA# 30250 _.
DESIGN FIRM: GDC ARCHITECTS -ENGINEERS DF TE. 7/1/2021 _
2. TRUSS MANUFACTURER TO PROVIDE TRUSS ENGINEERING AND LAYOUT FOR
APPROVAL PRIOR TO INSTALLATION.
ST LUCIE COUNTY PLANNING AND ZONING IPRODUCIF APPROVAL SUBMITTAL AFFIDAVIT
DESCRIP77ON PRODUCT ACCEPTANCE # EXPIRATION DATE MANUFACTURER
ATTACHMENT METHOD
DESIGN PRESSURE(S)
OTHER NOTES/REMARKS
PRODUCT PRESSURES)
+PSF
-PSF
TYPE SIZE SPACING EMBEDMENT +PSF -PSF
EXTERIOR FIBERGLASS DOOR
FL: 20468.7
N/A
THERMA-TRU
1/4" ELCO ULTRACON
1/4"X 4"
6" FROM CORNER AND 14" MAX O.C. ON FIELD
MIN 1 1/4" INTO STEEL
(+28.4 PSF)
(-3Z6 PSF)
(+50.0 PSF)
(-50.0 PSF)
AWNING WINDOWS (ALUMINUM)
NOA: 17-0614.20
041112023
PGT INDUSTRIES
#12 STEEL SMS
1/4" X 4"
(VARIES) SEE SHEET 7 OF 14 OF P.A.
MIN 1318 INTO STEEL
(+29.8 PSF)
(-39.6 PSF)
(+70.0 PSF)
(-90.0 PSF)
`
- - -- - ---- ----
NOTE: NOTALL NOTES MA YAPPL. Y TO THESE PLANS
y
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ARCHITECTS
ENGINEERS
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (772) 872-5121
WWW.GDCFLORIDA.COM
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LIABILITY NOTE
THIS IS THE PROPERTY OF GDC ARCHITECTS -
ENGINEERS, LLC AND IS NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN
PART. IT IS NOT TO BE USED ON ANY OTHER
PROJECT AND IS TO BE RETURNED UPON
REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
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JOHN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
7/1 /2021
SHEET
S-001
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ARCHITECTS
ENGINEERS
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (772) 872-5121
WWW.GDCFLORIDA.COM
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THIS IS THE PROPERTY OF GOC ARCHITECTS -
ENGINEERS, LLC AND IS NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN
PART. IT IS NOT TO BE USED ON ANY OTHER
PROJECT AND IS TO BE RETURNED UPON
REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
N, r
40941) N r
,. T E 0 6
JOHN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
7/l/2021
SHEET
S-101