HomeMy WebLinkAboutSUBMITTED PAPERSOFFICEUSE ONLY
DATE FILED:
PLAN REVIEW FEE: RECEIPT NO.:
CONCURRENCY FEE: RECEIPT NO.:
PERMIT NUMBER-
CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
SCANNED Ft. Pierce, FL 34982-5652
B Y 772-462-1553
St. Lucie County
APPLICATION for BUILDING
PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: 1 �/)ed,
2. PROJECT NAME: Ne S 04 ITE PLAN NAME:
3. PROPERTY TAX ID #: 7,3 s Sao, — 000 — 0,2P
4. LEGAL DESCRIPTION (attach extra sheets if necessary): 2^� ✓e �� CPO' qP -11
r2fA Pn A -) -7n - 4Ytj-1
%LweT . %w —
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.
9. PARCEL SIZE (ACRES/SQ FT.): Z ,O LOT DIMENSIONS:
10. COMPLETE DE CRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:
A S_lX36 BAeP1
11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: — LEFT SIDE:
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
[ NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION
[Aj RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL
[ ] OTHER (SPECIFY) q
13. DESCRIPTION OF PROPOSED USE: rI Y kM a� 24 d",,4 /
14. SQ. FT OF CONSTRUCTION:� 15. SF. FT 1 st FLOOR: A 1 ` 0'7 T AX
p� G
16. VALUE OF CONSTRUCTION: $ ` �) / a V
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
�15
UPDATED 6/25/09
OWNER INFORMATION
NAME: idu 0,0 4,4d
ADDRESS:
CITY: ��,ai ., y�� STATE: �� J ZIP: 3 ! Hl��
PHONE (DAYTIME): { � , . :3 % % % Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME):
CONTRACTOR INFORMATION
ST. of FL REG.CERT #: C AC i 2 - 4 ff 2-2-
BUSINESS NAME: CA -eP7
QUALIFIERS NAME: , ^ F/
ADDRESS: `T 7 r-Ae ,,f4 ti A e
CITY: A S L7 STATE:
PHONE (DAYTIME): (fa R g JC$1 FAXNO.
ARCHIT/ENGINEER: u P_ f_'1'la
ADDRESS:
CITY: 0
PHONE (DAYTIME):
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER
STATE:
ST. LUCIE COUNTY CERT #:
ZIP: -J- / 12 / /
110x +)s-J*I& 2144.,t
ZIP: 3Z771 zD
ZIP:
ADDRESS:
CITY: STATE:. ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will' be voided and returned to you by mail.
CERTIFICATNON.
This application is hefdbV made to obtain a pernntto do th6work:and'installations as indicated, and t6obtain a certificate of capacity,"
if applicable, for the permitted work. I certify that no work or -installation has commenced prior to the issuance of a permit and that all
work will be.performed to meet the standards of alt laws regulating construction in thisluiisdiction. . I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WE, LLS, POOiA FURNACES, BOILE. its, M. ATERS,_ TANKS.
MO -AIR CONDITIONERS, FENCES, ETC., not otherwise included %vith.this building permitapplication.
St. Lucie, County, makes -no representation that its grauting,of a permit will authorize the permit holder to build the subject'strurhire
which, is in conflict with any applicable Homeowner Association iules, bylaws :or any covenants that may restrict or prohibit such
structure. Please constilt withyour. Homeowner's Association andrevieiv your deed for any iestrictionswhich may apply.
77te following building permit applicatiops. are exempt from undergoing a full" concurrency review;' room additions, accessory
structures (all types), swimming pools; fences, walls, signs, "screen rooms, utility substations. & `accessory uses to another ,non
residential, use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PRYING TIVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OP
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE;JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU,•INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY. BEFORE RECORDING YOURNOTICE OP'
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO,
ATTACHMENT. AS A CONDITION OF -ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH:TO DELIVER A COPY OF .THE CONSTRUCTION LIEN LAW NOT IC&TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
O OR
CTOR SIGNATURE
STATE OF FLORi��
COUNTY -OF
The foregoing instrumentwas acknowledged before.
me this i� day of 20 ,`1Q
by
whois.personnllyknow
or hasprodneed
11—
U_
sm ideAtiflchtion.
'Signature of -Notary
Commission No. (Seal)
4441 q
CONTRALTO SIGNATURE
STATE'OF FLO A
COUNTYOF_
The foregoing instrument was acknowledged before
me,this dayof 20J
by L1dW V U i' `nS V v
who is personally ltnown . or -has produced
as iile»iitication.,
oid "a Aw A 4 k -2
Signature of Notary r
Commission No.
NOTE: TWO (2) SIGNATURES ARE REQUIRED. BACK SIGNATURE MUST BE NOTARIZED IF APPLYING FOR
TH)<S',BUCLDING PERMIT AS AN OWNER/BUILbEIt, THE OWNER MUST 'PERSONALLYAPPEAR TO SIGN
TIHS APPLICATION IN THE 0Fr, ICE -LISTED ON THE TRONT OF TIM APPLICATION:
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS..
For specific instructions see.appiropriate permit checklist:
OFFICE USE ONLY -'
SECTION
TOWNSHIP
RANGE
MAP NO.
ZONING
LAND USE
LOT CVG %
TAZ NO.
FLOOD ZONE.
FIRM MAP #
1sT FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLES
STORMWATER
LOT OF REC
Before 1/1990
LOT OF REC
After 111990
LOT SPLIT
REQUIRED
LOT SPLIT
APPROVED
REPORT
CODE
HABITABLE
AREA
RADON
FEE
PERMIT
FEE
LIBRARY
BRACT
FEE
PUBLIC BID
BAPACT FEE
CORRECTION
PUBIC BID
IMPACT
FEE
GENERAL
PARTS
BRACT
FEE
SCHOOL
BRACT
FEE
ROAD
IMPACT
FEE
CREDIT
Y
N
LAW ENF
BRACT
FEE
FIRE/EMS
BRACT
DRIVEWAY
REQUIRED
Y
N
DRIVEWAY
FEE
ADNM41STRATIVE
VARIANCE FEE
FEE
SPECIFY
SUBS
MECHANIC ROOF
ELECTRIC GAS
NON -CONFORMING
LOT OF RECORD
MISCELLANEOUS
FEES
REQUIRED
PLUMBING
FEES
DATE SENT TO ADDRESSING: ! /
REVIEWS .
FRONT
.COUNTER
ZONING
REVIEW
SUPERVISOR
REVIEW
PLANS
REVIEW
VEGETATION
REVIEW
SEA TURTLE
REVIEW
MANGROVE
REVIEW
DAT);
RECEIVED
• ZitL
DATE
1 1164-.
COMPLETED
INITIALS
�X
83 •�
.993.28
Property Appraiser - St.Lucie County, FL
http://www.paslc.org/paslc/prc.asp?prclid=342350000030004
Wynn J Nelson Record:1 of 4
Property Identification
Site Address:
1685 MACQUILLEN RD
Secrrown/Range:
23 :36S :40E
Map ID:
34/23N
Zoning:
AR-1
PROPERTY RECORD CARD
<<Prev Next» Spec.Assrmt Taxes
Parce11D: 3423-500-0003-000-4
Account* 148320
Use Type: SF Res
City/Cnty: Saint Lucie County
Ownership and Mailing
Owner: Wynn J Nelson Michelle K Nelson
Address: 1685 Macquillen Rd
Port St Lucie FL 34952-2863
Exemptions Permits Home Print
lb
Legal Description
DRAVO S/D (PB 40-14) LOT B (5.23 AC) (OR 3270-560)
Sales Information
Assessment 2013
Date
Price
Code
Deed
Book/Page
2013 Final:
399300
2/11/2011
465000
0112
WD
3270/0560
Assessed:
399300
6/29/2010
353100
0001
SP
3212 / 2254
Ag.Credit:
0
8/23/2000
100
01
QC
1324 / 2880
Exempt:
50000
8/21/1995
21300
04
QC
0977 / 0356
Taxable:
349300
12/30/1991
100
01
QC
0771 / 0227
Taxes:
7255.56
12/19/1989
100
01
QC
0669 / 1405
10/1 /1987
0
01
CV
0563 / 0955
6/1/1981
80000
00
CV
0354 / 1713
BUILDING
INFORMATION
Total Land and Building
Land Value: 75300 Acres: 5.23
Building Value: 324000
Finished Area: 5533 SgFt
Exterior Features
View:
-
RoofCover:
SD - Dim Shingle
RoofStruct:
HP - Hip
ExtType:
HB - HB
YearBlt:
1991
Frame:
-
Grade:
B - B
EftYrBit:
1991
PrimeWall:
BS - CB Stucco
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX- MAXIMUM
PrmintWall:
DW - Drywall
FuliBath:
3
HeatType:
FHA- FrcdHotAir
AvgHt/FI:
1/213ath:
1
HeatFuel:
ELEC - Electric
Prm.Flors:
HW - Hardwood
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units Qual. Cond.
YrBit. No. Use Type
Type
Measure Depth
DWC - Driv-Concret
Y 1
5000 AV AV
1991 1 0100-SF Res
554 -Acres
5.23
FEN4 - CHAINLINK 4' Y 1 1420 AV AV 1999
THIS NFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
1 of 1 3/18/2014 9:32 AM
1685 McQuillen Rd - Google Maps
i
https://www.google.com/maps/preview?oe=utf-8&client=firefox-a&c...
Imagery 02014 Google, Map data 02014 Google 200 R
1 of 1 3/18/2014 12:19 AM
JOSEPH E. SMITH, CLEF-`S- THE CIRCUIT COURT - SAINT LUCIE CO`� '
FILE # 3950442 OR BC 3627 PAGE 974, Recorded 05/02/2014 19:34 AM
NOTICE OF COMMENCEMENT
Permit No. A (JJ�J O 3 ^ OP -+ ? 5 Tax Follo No3q23 -,606-000q- D"I
State of Florida County of St. Lucie
The undersigned hereby gives notice that Improvement will be madeto certain real property, and In accordance with Chapter 713, Florida Statutes,
the following Information is provided In this Notice of Commencement.
le el Descr`iptl n of PY�rop y: (and sheet dres f avallah/Ile): t
Q/k� /
/!
e� �j
Q7Ga er la dtjrelptlon o7lmprovement: INdIS led Arrl
Ownerinformation or Lessaalydormat�cn if thetas econtncte 1 rth Improvement:
Name 7
Addre,t 1� -02.4e a u./r
Interest In property;_ O W/1 a ..r
Name and address of fee simple tit ehald/e�r (If different from Owner listed above):
Contractwi Name: WYM% ,iClre an
Contractor Address:/Lfif �� Phone Number• �
Surety(if applicabl��o�iy of thepay� men b�d is attached): mountofbond:$�
Name and address: �a O Phone number:
pp� ,,sl
Lender Name: 1YQA11i Phone Number:
Lenders address:
Penns within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section
713.1311)1a)7., Florida Ststutes;
Name: IV21A C Phone Number:
Al
In addition to himself or herself, Owner designates Ly4Ne— of to receive a copy of the
Llerlors Notice as provided In Section 713.1311)(b), Florida Statutes.
Phone number of person or entity designated by owner.
Expiration date of notice of commencement: [the expiration date may not be before the completion of constructi� Aojnd nal payment to the
contractor, but will be 1 year from the date of recording unless a dllferent date is specified) �
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OW NER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHWI
APTER 713, PART 1, SECFION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TCE FOR
IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of per)u , I declare that I hav ad the foregoing notice of commencement
and that the facts stated therein are true to the best of
my knowledge d6ell .
er/ a r
(5 natu of Owner or Lessee, or Owners or lessee's Authorized Officer/Direct r/P
a&ml. --
151gmtory's Title/Ofllce)
day
SO�/t/
The foregoing Instrument was acknowledged before me lhis__L ofj�ft
,
By //r��G N&&90 as e2ela'r
tar �ii;A���C /VF�SOn
N of Penn Type of authority le.g.officer,trustee) Party on behalf ofwhomInstrument was executled
Personalty known Y or produced Identification_
(S gnature of Notary Public • State of Florida)
(Print, Type, or Stamp Commissioned Name of Notary Public)
Type of Idemificallon produced
COMM IONSEEND MY COMMIS910N / EE156'
EXPIRE8 n , im Y1, 2010
gM-0tEf
LOFT A. DwSdwo
NOTARYPUBNC
STATE OF RARIi}R.
� Cam* FF00/' ,
E110 M 1DllMIT
STATE GF FLORIDA
ZT. !_UNE COUNTY
"HIS IS TO UPF((` I YTHATTHiS ISR,
T 11F, 4ffl�f;tRRECTCOPY OFTHE
0RIGIINAl . 41
3M111 CULC
--KAT0' t 2014
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PLANNI NG & DEVELOPM ENT SERVI CES DEPARTM ENT
BUILDING & CODE REGULATIONS DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
FI LLED LANDS AFFI DAVI T
I, the undersigned, am the owner of the following described property,
&.Ac./'3cl;?3-soo ooe1-/-ooy I
(Parcel Id#/Legal descripticWAddress)
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number / L-/ 0 3 - Q ,.23.5, 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 WI LL 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 riot adversely affect the immediate
community.
Pro erty Owner N me (Please Print)
op ��6 Slinaure Date
STATE OF FLORIDA, COUNTY OF W UtCli-e-
ACKNOWLEDGED BEFORE ME THIS z DAY OF V 20 / q
BY V V U r t Vl J sO K1 WHO IS PERSONALLY KNOL TO ME OR WHO HAS
PRODUCED F i ov'i c& d O ve, V l < L e-0 se AS IDENTIFICATION.
Ylaul
SIGN T (E OF NOTARY PUBLIC
F;'6w�` C-3COMMISSION NUMBER
TYPE OR PRINT NOTARY
Lori A DeS"
(SEAL NOTARY PUBLIC
STATE OF FLORIDA
Corn# FF06"53
E*ms 1 QlAM17
SLCPDSD Revised 08/24/2010
r
Joe Cido
From: Joe Cicio
Sent: Tuesday, March 25, 2014 9:36 AM
To: 'rontisdal@yahoo.com'
Cc: Joe Cicio
Subject: Permit Number 1403-0235 Review comments
Attachments: Report_FL_Review_Comments_Noncompliantjrf[lj.pdf
Dear St. Lucie County Permit Applicant,
Please see the attached plan review comments which have been generated for your permit. As soon as we receive the
modified plans and any additional required documentation back from the design professional , contractor or owner we
will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have
been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to
permitting for permit issuance.
Thank you,
Joe'?A' M. c4cio
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Traminer
St. Lucie County Planning and Development Services
772-462--1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
1
Planning & D'evelopment Services.
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL. 34982
Phone:(772)462:2172 Fax:(772)462-6443
PROPERTY INFORMATION
Address: 1685 Macquillen Rd
City / State / Zip: Port St Lucie, FI 34952
Parcel #: 3423-500-0003-000/4
Zoning: AR-1
APPLICATION INFORMATION
Permit Number: 1403-0235
Permit Type: BUILDING (MISCELLANEOUS)
CONTRACTOR INFORMATION
Contractor Name: Michael R Johnson
Business Name:
Carolina Carports Inc
Business Addr:
187 Cardinal Ridge Tr
City / State / Zip:
Dobson, Nc 27017
REVIEWS AND COMMENTS
Review Type
DOCUMENTS MISSING
3/18/2014
Comment:
3/18/2014
Comment:
3/18/2014
Comment:
3/18/2014
Comment:
3/18/2014
Comment:
FRONT COUNTER REVIEW
Comment:
PLANS EXAMINER
REVIEW
3/25/2014
Comment:
3/25/2014
Comment:
3/25/2014
Comment:
3/25/2014
Comment:
ZONING REVIEW
Comment:
3/20/2014
REVIEW COMMENTS
Page 1
Owner(s):
Michelle K Nelson / Wynn J Nelson
Jurisdiction: SAINT LUCIE COUNTY
Lot#: B Block:
Stories: Automatic Sprinkler System? No
Fax Number: 336-367-6431
Status Reviewed By Date Started
PENDING Dawn Milone 3/18/2014
NOTICE OF COMMENCEMENT
PLANS ARE NOT SCALED
CONTRACTOR TO SIGN BOTH SIDES OF SIGNATURE PAGE
SURVEY
FILLED LANDS AFFIDAVIT
COMPLETE Dawn Milone
Email: Michael.J@Ccihq.Biz
Date Completed Date Released
3/18/2014 3/18/2014
INCOMPLETE Joe Cicio 3/25/2014
SUBMIT DUPLICATE, ORIGINAL, SIGNED, RAISED SEALED AND DATED PLANS FROM THOMAS BECHTOL
P.E. PER F.S.471
IS THIS A CLOSED BUILDING AND IF SO SUBMIT DUPLICATE, LEGIBLE COPIES OF THE COMPONENTS
PROPOSED [ WINDOWS, DOORS ETC I PER THE FL NUMBERS ON THE PLANS
IS THIS BUILDING PROPOSED ON A NEW FOUNDATION / PLEASE IDENTIFY THE PROPOSED TIE -DOWNS
COMMENTS MAILED AND E-MAILED AS OF THIS DATE
INCOMPLETE Jeffrey Johnson 3/20/2014 3/20/2014 3/20/2014
THE BOUNDARY SURVEY IS OUTDATED. PLEASE PROVIDE NEW SURVEY SHOWING PROPOSED BARN
AND SETBACKS. THE ELEVATION AT THE CROWN OF THE ROAD MUST BE PROVIDED ON THE SURVEY
ALONG WITH THE PROPOSED FINISHED FLOOR ELEVATION WHICH SHALL BE A MINIMUM OF 18 INCHES
ABOVE THE CROWN OF THE ROAD.
TABLE 1
BOWIRAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING`
SPECIFICATIONS,
AVERAGE FASTENER.SPACING
MAXIMUM
ON -CENTERS ALONG RAFTERS OR
MUM.
PURLINS, AND POSTS OR GIRTS
RAFTE
(INCHES)
WIND'
ULTIMATE
NOMINAL
AND END'PQST-'
INTERIOR
END,
RISK
EXPQSURE
WIND SPEED:'
WIND SPEED
SPACING"
CATEGORY
CATEGORY'
(MPH)
(MPH)
(FEET) ..`
BOWSIRAFTERS
'BOWSIRAFTERS
115 TO 150
89 TO 116
5.0
.6
6
1, ; Or
II, III!V.
9, C, ar'D
151 T0`160
117 TO 139
A.0
fi
6
NOTES: 1. Speriticaltons eppgcabe; to 26 gauge metal panels fastened dreauy Io 12 or 14 giugo steel tube bow (fames.
' 2. Fastenerscorislst otiH•-14Xi'sel(didlln9suaws wlin tonbol soal'wasber;.
3. Specifications applicable.only for moan roof height of 20 feet or.less, and roof slopes of W 13r12 pitdll. Spaeing mqulroments for other
mof holghls.endlofslopes may vary. -
.
4. Ground anchor tequiramonts are l @ each"comor and one every other Interior bawltelter post lacallon, at amaelmum 6110' O.C.;. and
_
both sldos of openings witwo base roll is absent
5. Ground: anchors are not required wph concreto slab consuucdon> '
APPROVED PROpUCTSLIST
APPROVAL
PRODUCT CATEGORY
SUB CATEGORY
`" MANUFACTURER
No: t DATE
STRUCTURAL COMPONENTS
ROOF DECK ,.
CAROLINACARPORTS, INC. - '
FL0500-F72
29 Gauga'AG'Panel
10/09112
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROUNACARPORTS, INC.
FL6702,R2
'
28 Gaugo:AG Panel
IN/09112
EXTERIOR DOORS.
SWINGING
::ELIXIR INDUSTRIES GA
FL1722 R4
_
' Lioda140244
9311411;
EXTERIOR DOORS
ROLL-IUP
ASTA.INDUSTRIES INC.
-FL88B9-R3
'161eae1203-
04/03/12 .:
'. WINDOWS
SINGLE'HUNG
: POCAHONTAS ALUMINUM C04PANY, INC.
FL12040-R1
-
: Modet 100 VS
04106112
GENERALNOTES:
I, ALL STEEL TUBING SHALL BE 60KSISTE4.: "
2. FASTEN METAL ROOF AND WALL PANELSTO FRAMING WITH114* x I- SELF. DRILLINGFASTENERS WITH CONTROL. SEAL
WASHER 4 G O.C. AVERAGE.
3. ALLFIELO'CONNECTIONS SHALL BE 114 3 P SELF DRILLING SCREWS..
4.. ALL SHOP CONNECTIONS SHALL BE: WELDED.
5. CONCRETE EXPANSIONANCHORSSHALL BE WE14T ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEI'HSA 1200, OR
EQUIVALENT. -
METAL CARPORT INSTALLATION PLAWAND DETAILS
AND
FRAMING AND FASTENER. SPECIFICATIONS
'FORDO NSTRUCTION IN THE,
1 STATEIOPFLORIDA
_ PREPARED.FOR:
�GAROLINA.CARPORTS, INC. t�
'.P.O.BOX 1263 a, -
. ' DOBSON, NORTH CAROLINA 27017
- PREPARED BY: 7{
9ECHTOLENGINEERING AND TESTING, INO .
.606 WEST NEW YORK AVENUE
DELAND. FLORIDA 32720 '
CerUOcato.of AulhodzalJon No. OB006492. !
WINDOW AND DOOR NOTE
PRODUCT EVALUATION ENTITY TO INDICATECOMPLIANCEW IT11 THE KELIUIKt:MEN I b Ur' I nc
FOLLOWING:SPECIFICATICNI `
. ANSIIAAMAINW WOA 101fIS2 2197 `
THE CONSTRUCTION SHALL BE TESTED 'IN ACCORDANCE W l*ABTM E 330, STANDARD TEST
METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND
.DOORS BY- UNIFORM STATIC AIR PRESSURE. '
THIS 1S TO'DoRTIFY THAT THE CALCULATIONS AND SPEOiFICATIONS;NEREIN HAVE BEEN.PREPARED BY
THE UNDERSIGNED.PROFESSICINALENGINEER. -AND ARE IN ACCORDANCE; WITH THE REQUIREMENTS OF
SECTION 16091OF THE 2010 FLORIDA BUILDING CODE. THE PLANSAREYAUD UNTIL THENEXT FkVISION
OF THE FLO131DA BUILDING;CODE.
,•sBosrHTC) -ESTN�I 4�0, INC,
..
ST. LUCIE COUNTY BUILDING DIM ION
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CARQWNA CARPORTS, INC.
SECTION
Fi I NW 7a S.SW'" - 169.12
BECNTOL ENGINEERING , RR NIS
ANq TESNNt; IaF
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Florida Building Code Online l ) btip://www.floridabuildh r g/pr[pr_app_dtl.aspx?param=wGEVXQ...
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Product Approval Menu > Product ar ApDrcatlon Search > Application List > Aopr+ ation DetaiFILF Y
" • ., ° FL # , `.FL6596-R2 _
Qp ica on C1 Type Revision
Code Version 2010
Application`'' Status Approved
Comments
Archived
Product Manufacturer Carolina Carports,Inc.
Address/Phone/Email 187 Cardinal Ridge Trail
Dobson, NC 27017
(336)367-6400
michael.j@ccihq.biz
Authorized Signature Mlchael Johnson
michael.j@ccihq.biz
Technical Representative JAMES PLAYER
Address/Phone/Email 187 CARDINAL RIDGE TRAIL
DOBSON, NC 27017
(229) 243-2444 Ext.112
james@carolinacarportsinc.com
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Roof Deck
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
ice• Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Terrence E. Wolfe
the Evaluation Report '
Florida License PE-44923
Quality A-surance 0 Entity
Quality Assurance U Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product. Standards
Certified By
Keystone Certifications, Inc.
03/14/2017
Locke Bowden
Validation Checklist - Hardcopy Received
FL6596 R2 COI Letter oCertifigaiLon.odi
Standard
FM 4471
UL 1897
UL 580
Year
2010
2004
2006
•1 of 2 3/28/2014 6:44 AM
Ff6rida Building Code Online
i
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
,Date Approved
http;//www.floridabuildiz' `;/pr7pr app dtl.aspx?pamm=wGEWXQ...
Method i Option D
.06/04/2012
06/18/2012
08/09/2012
10/09/2012
FL # I Model ,Number or.Name
6596.1 AG Panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Iriipa%t Resistant: N/A
Design Pressure: +N/A/-96.8•PSF
Other: -96.8 psf @2'-0" fastener spacing: Intta. per
manufacturers details (See toad Table). Not for use in fiVHZ
Zones.
26 Ga AG Roof Panel over open framing
A
Installation Insttuctiotis
FL6596 R2'l ... Ga AG Roof Panel Details adf
Verified By: Terrence E. Wolfe, PE. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL6596 R2 AE 26 Ga. AG Roof2anel LoadTable.odf
FLCL 596 R2 AE 26�Ga AQ_S aural Roof Panel NON
Created by Independent Third Party: Yes,
j8.rk Heat
Carrtacttic_.N 1940 North Man Street ih➢ahas_see FL 32399 Phone: 890-487-1824
The .State of Florida is an AA/ffo employer ;Copydght2007-2013 State of Florida..:: EOyaly Statement n- AcceskibHW Statement :: Refund Statm nit
Under Florida law, email addresses areuublic records. If you do not want youre-ma➢ address released in :response to.a public -records request, do not send `electronic
mail to this entity. Instead, contact the office by phone or by trad➢ional mail. Ir,you have any questions, please contact850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October s, 2012; licensees ➢censedunder Chapter 455, F.S. must provide the Department with an ema➢ address if they have
one. The emads provided may used foroWxjal communication wah.the licensee. However email,addresses are public record, If you do.not wish to supply a
.personal address, please provide the Department with' an email address which can be made available to the public. To, determbie if you are a licensee under Chapter
455,. RS., please click 'hew —
Product Approval Aa mpts:
®� eCliyck :.®
EM
Credi- Ad
of 2 3/28/2014 6:44 AM
Florida Building Code Online
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su$jjjes's, Prof
`7midaFlxa'E11iEnt' BcISHome 1 LogN User Registration Hot Topics i SubmRSwcharge i scats.&Fads i Pubrcatlorrs'; FBCStaff.} "She Map £ 13nks 1 Search
Bt �cc qc ��
uJ'ne$ ��# ot7-0rodud Approval
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Product Approval Menu >_Product or Applcarpn Search:>,Anpttation List >Appfotlon Detaa
g a
+ +' FL #
fL6702-112
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
Product Manufacturer
Carolina Carportsjnc..
Address/Phone/Email
187 Cardinal Ridge Trail
Dobson, NC 27017
(336) 367-6400
michael.j@ccihq:biz
Authorized Signature
Michael Johnson
michael.j@cdhq.blz
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
IM Lcr49
T4
Category Structural Components
Subcategory Structural Wail
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
V. Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Terrence.E. Wolfe
the Evaluation Report
Florida Ucense PE-44923
Quality Assurance Entity Keystone.Cerfifications, Inc.
Quality Assurance Contract Expiration Date 03/.14/2617
Validated By' Locke Bowden
Validation Checklist-- Hardcopy,Received
Certificate of Independence FL6702 • R2 COI Letterof Certifcation.pdf
Referenced Standard and Year (of Standard) Standard
UL.1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2004
2006
-1 of 3 �,3/28/2o.0 6:46 AM
Florida $uilding Code Online
s
Product Approval Method
Date. Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products.
http://wwwJ1oridabui1& Vpr/pr app dtl.aspx?param=wGEVXQ...
Method 1-Option D
06/04/2012
06/18/2012
08/09/2012
10/09/2012
FL #
Model, Number or Name
Description
6702:1
AG Panel
26 Ga. AG Wall Panel 36" Wide
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6702 R2 II 26 Ga. AG Wall Panel Details:odf
Approved for use outside_ HVHZ: Yes
Verified By: Terrence E.-Wolfe, PE. 44923
impact Resistant: N/A
Created by. Independent Third Party: Yes
Design Pressure: 4 N/A/-96.8 PSF
Evaluation Reports
Other: -96.8 psf @ X-0" o.c. fastener spacing (see Load
FL6702 .R2_AE_26 Ga. AG ;Structural Wall Panel NON
HVHZ,.Ddf
Table). Install per manufacturers details. Not-foruse in HVHZ
Zones.
FL6702 R2 AE 26 oa. AG Wall Pariel load table.pdf
Created by; Independent Third Party: Yes.
i
Bade Next
Contact Us ::1.940 North Monroe Street. Tattahassee FL 32399 Ptrone: 850-487-1824
The State of Florida is: an WEED employer. .Cooviioht 2007-2013 State of Florida_ :: Eb aw_2ate.mmt :=Accessibd[v Statement :: Refund statement
Under Florida law,:emafl addresses are mbric recordsit you do not -want youre-mailaddress released ki response to.a public -records request, do not send electronic
mailto this.entky. Instead; contact the office by phone or by traddlonai mall. ifyou have any questions, please contact 850.487.1395. -Puisuant to Section
455.275(1), Florida Statutes, effeGNe October 1, 2M, kensees lkensed under Chapter 455; F S. must providethe:Department wA an emas address If they have
one. The emafts provided maybe used for official communication with the kensee. Howeveremal addresses are, pubfk record..V you do not wish to supply a
personal address, please provide the DepatthientwRti an emaH address which can be made available to the pubic. To determine if you are a licensee under chapter
455, F S.,: please click -hem.
Product Approval Accepr :
,W W-N eCUad E
,ccuritvm, ruu,,,
mom
2 of 3 3/28/20.14 6:4.6 AM
Florida:8uilding Code Onfine
' R
rz
T. g
zlti'ic33 i`i3rt>YicyrrltGf, SCIS Home ( Log In User Registration ; Hot Topics Submit Surcharge Stats & Facts { publications I FBC Staff j BCIS Site Map i Links f ~Search. 1
Busines
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Product Approval Menu > Product or Application Search > Apoticatbn L&Y> Appr=60n'Detag
FL # 722
tFL1-R4.-:
rromcrennK r.�n: scx.n-
Application Type Revision
Code Version 2010
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be. reviewed and ratified
by the POC and/or the Commission if,necessary.
i http://www.floridabuildi; ,g/pr/pr_app dtl.aspx?param=wGF-VXQ:..
Comments
Archived
Product Manufacturer
Elixir Industries Georgia Door Division
Address/Phone/Email
1215 Pope Drive
Douglas, GA 31533
(770) 459-8183
$powers@elixirind.com
Authorized Signature
Robert Powers
bpowers@elixirind.com
Technical Representative
PTC Product Design Group
Address/Phone/Email
PO Box.520775
Longwood, FL 32752
(321).690-1768
info@ptc-corp.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced -Standard and Year ,(of Standard) Standard
ASTM E330
Equivalence of Product Standards
Certified By
Year
2002
Product Approval Method Method 1 Option A
1: of 4 3/28/2014 7:21 AM
Florida Building Code Online
http://Www.floridabuildii _g/pr/pr app_d l.aspx?param=wGEVXQ...
Date Submitted
Date.Validated
Date Pending FBC Approval
Date Approved
Summary of Products
03/06/20,12
03/09/2012
03/14/2012
i FL # Model, Number or Name
Description
1722.1 402-14
Vinyl Steel Out -Swinging Regular Door- 14"x14'` Window
Limits of Use
Certification Agency,Certificate
Approved for use in HVHZ: No
FL1722 R4 C CAC EXR-402-14 E330.pdf
Approved for use outside-HVHZ: Yes
Quality Assurance Contract Expiration Date
i Impact Resistant* No
00/14/2015
Design Pressure: +401-40
InstallationInstructibrns
Other:
FL1722, R4 II ELIX0050 RevO 4OZ-14. f
i
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL1722 R4.AE-PER 1951 RevO 411-0916.0
Created by Independent Third Party: Yes
1722.2
402-20S
Vinyl Steel Out -swinging Regular Door - 20" slider window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL1722 R4 C CAC EXR 402-205 E330.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant, No
09/1412015
Design Pressure: +40/-45
Installation Instructions
Other:
FL1722 R4 II_ELI00051 RevO .-20S_pdf
Verified By: Robert J. Amoruso; P.E. FL License No. 49752
Created by Independent Third Party: Yes
j
Evaluation Reports
1i FL1722 R4 AE PER 1951 Rev_O 411-0916_pdf
Created by Independent Third Party: Yes
1722.3.
407
Vinyl Steel Out-swingingRegular Door - Blank (no window)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL1722 114 C CAC EXR 407 E330.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2015
Design Pressure:-+40/-45
installation Instructions
Other:
FL1722 R4 II ELIXOO52 RevO 407.iqdf:
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FU722 R4 AE PER 1951 RevO 411-0916pdf
Created by Independent Third Party: Yes
1722.4
430 W9
Vinyl Steel Out -swinging Regular Door - 9-Lite Window (1'8"
x 3'0")
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL1722 R4 C CAC EXR 430-W9 E330.odf
Approved for use outside HVHZ: Yes
Quality Assurance. Contract Expiration Date
Impact Resistant: No
09/14/2015
Design Pressure: +33/-40
Installation Instructions
Other:
FL1722 R4_II ELIX0053 .RevO 430-W9.pdf
Verified;By: Robert J. Amoruso, P.E. FL License No. 49752
Created by.IndependentThird Party: Yes
Evaluation Reports
FL1722 R4 AE PER 1951 Rev0 411-0916.pdf
Created by Independent Third Party: Yes
1722.5
6400-W9
Painted Steen In -swing Door with 9-Cite Window (1'8" x 3'0")
and Full View Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL1722 R4 C CAC EXR 6400-W9' E330.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2015
Design Pressure: +56/-60
Installation Instructions
other:
FL1722 R4 II ELPL0035 RevO 6400-W9.pdf
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Created bylndependent-Third Party: Yes
2 of-4 1 3/28/20.14 7:19 AM
Florida $uilding Code Online
http://www.floridabuildi g/prlpr app_dtl.aspx?param=wGEVXQ:..
Evaluation Reports
FL1722 R4 AE PER 19S1. Rev0-411-0916:Ddf
Created by Independent Third Party: Yes
1722.6
8500 W9
Steel Clad In -swing Door with 9-1-ite Window (1'8" x 3'0")
and Full View Storm Door
S Limits:of Use
Certification Agency Certificate
Approved for use In HVHZ. No
FL1722 R4._C CAC EXR 8500-W9 E330.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contrail Expiration Date
Impact Resistant: No
09/15/2015
Design'Pressure: +50/-50
Installation Instructions
Other:
FL1722 R4 II ELIX0036 RevO 8506-W9.pdf
Verified By., ,Robert 1. Amoruso, P.E. FLUcense, No. 49752
Created by Independent Third Party; Yes
Evaluation Reports
FL1722 R4 AE PER 1951 RevO.411-0916.pdf
Created by Independent third Party: Yes
1722.7 9000
Steel Clad In -swing Door (no window) and Full View Storm
�I
Door
Limits of Use
Certification Agency; Certificate
Approved for use in HVHZ: No
FL1722 R4 C CAC EXR 9060 60 E330.pdf
Approved for use outside HVHZr Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date-
09/14/2015
Design Pressure: +601-60
Installation Instructions
Other:
FL1722 R4 dL ELrko037 RevO 9000.odf
Verified By: Roberti. Amoruso, P.E. FL License No. 49752
Created :by Independent.Third Party: Yes
Evaluation Reports
FL1722 R4 AE PER 1951 ReVO 411-0916.pdf
Created by Independent Third Party: Yes
1122.8
9400-WO
Steel Gad In -swing Door with 9-Lite Window (1'8" x TO")
and Full View Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL1722 R4 C CAC EXR 9400-W9 E330.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2015
Design Pressure: +60/-60
Installation Instructions.
Other:
FL1722 R4 II ELIX0038 RevO 9400-W9.pdf
Verified By:.RobertJ. Amoruso, P.E. FL License No. 49752
1 Created by Independent Third Party: Yes
Evaluation Reports
FL1722 R4 AE PER 1951 RevO 411-0916,pdf
Created by Independent Third Party: Yes
1722.9
STR 7000 Oval
Standard Residential Door with 20-1/2" x 56" Oval. and Full
View Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL1722 R4 C CAC EXR STR 7000-OVal E330.pdf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/14/2015
Design Pressure: +60/-60
Installation Instructions.
Other:
FL1722 R4 II ELIX0039 9eA STR-7000&1f
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL1722 R4 AE PER 1951 RevO 411-0916.pdf
Created by Independent Third Party: Yes
Bads Next
Contact Us ::.1940 North. Monroe Street.Tallahassee FL 32399 Phone: 050-487-1824
The State of Florida is anAA/E60 employer.. Copyright 2007-2013State of Florida.::: Primary Statement:: Accessb@W Statement:: Refund statement
Under Florida law, emaiiaddresses are publiicrecords. If you do not Want your 'e-mail address released In response to a public -records requesp do not send electronic
mail to this entity. Instead, contact: the offxe by phone or by tradtional mail. If you have any questions,; please contact 850.487.1395. *Pursuant to Section
455.275,(1), Florida Statutes, effective October 1, 2012, icensees licensed under Chapter'455, F.S..must provide the Department with an email address If they have
one. The emalls provided may be used foroftictal.communl6tionwith the @Censee. However emall'addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine ll'you are a licensee under Chapter
455, F.S., please dick here.
product Approval Accepts:
3 of 4 3/28/2014 7:19 AM
Florida Online
`
jCr
_"edi
3/20/20147:19AM
/--N
TABLE 1
BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR -
PURLINS, AND POSTS OR GIRTS
MAXIMUM L
(INCHES)
WIND
ULTIMATE
NOMINAL
POST / RAFTER
RISK
EXPOSURE
WIND SPEED
WIND SPEED
SPACING
INTERIOR
END
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTS/RAFTERS
115 TO 150
89 TO 116
5.0
6
6.
1 or II
B, C, or D
151 TO 180
117 TO 139
4.0
6
6
NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames.
2. Fasteners consist of 1/4"A4X1" self -drilling screws with control seal washer.
3. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 14° (3:12 pitch). Spacing requirements for other
roof heights and/or slopes may vary.
4. Ground anchor requirements are 1 @ each corner and one every other interior bow/rafter post location, at a maximum of 10' O.C., and
both sides of openings where base rail is absent.
5. Ground anchors are not required with concrete slab construction.
APPROVED PRODUCTS LIST
APPROVAL
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596-R2
26 Gauge AG Panel
10/09/12
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702-R2
26 Gauge AG Panel
10/09/12
EXTERIOR DOORS
SWINGING
ELIXIR INDUSTRIES GA.
FL1722-R4
Model 402-14
03/14/12
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888-R3
Model 203
04/03/12
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940-Rl
Model 100 VS
04/06/12
GENERAL NOTES:
1. ALL STEEL TUBING SHALL BE 50 KSI STEEL.
2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4" x 1" SELF DRILLING FASTENERS WITH CONTROL SEAL
WASHER @ 6" O.C. AVERAGE.
3. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1" SELF DRILLING SCREWS.
4. ALL SHOP CONNECTIONS SHALL BE WELDED,
5. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR
EQUIVALENT.
METAL CARPORT NSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE
STATE OF FLORIDA 0 Py
PREPARED FOR:
CAROLINA CARPORTS, INC.
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017
PREPARED BY:
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 0000,9492
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
COMCIOR OF RECORD
WINDOW AND DOOR NOTE
EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT
TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL
IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED
PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE
FOLLOWING SPECIFICATION:
ANSI/AAMA/NWWDA 101/IS2 2/97
THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST
METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND
DOORS BY UNIFORM STATIC AIR PRESSURE.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY
THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE. THE PLANS ARE VALID UNTIL THE NEXT REVISION
OF THE FLORIDA BUILDING CODE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS BECETO Gf E1 B1�AiQ��STING, INC.
14
REQUIRED BY FIELD INSPECTORS THAT DE 605
" I °`k S'
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES. ' =
AT, LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR QOMPL�
REVIEWED BY
DATE a -I - /S— %I
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Florl�at No.38� aj
-v OF
S.Tx
CAROLINA CARPORTS, INC.
M BECHTOL ENGINEERING D�"K RR NTS
AND TESTING, Ina
TB "PL G13002
�m�w oo s TB SHEET 1 OF 4
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO BOW FRAME WITH 1W x 1' SDFs
WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
12
Q3
BOX EAVE OPTION
SIDE EXTENSION 24" 16 GA U-CHANNEL BRACE
FASTENED TO EACH BOW FRAME
WITH 1/4" x 1' SDPs
5'-0" T 14'-0" LEG HEIGHT
FINISH GRADE
MONOLITHIC SLAB FOUNDATION OR TOP OF
CONCRETE
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
30'-O" MAX. BOW SPAN
TYPICAL BOW SECTION ANCHORS NOT REQUIRED WITH
Not To Scale
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTER/BOW FRAME WITH
1/4' x 1" SDF's WITH CONTROL SEAL WASHER 12
(SEE TABLE 1 FOR FASTENER SPACING) 3
—WELD ALL WEB
CONNECTIONS,
"WELD ALLSIDES
BOTH SIDES
B BOX EAVE OPTION
3
S SIDE EXTENSION
3
FINISH GRADE
MONOLITHIC SLAB FOUNDATION OR TOP OF
CONCRETE
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
40'-0" MAX. BOW SPAN
TRUSSED BOW SECTION
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF 4)
Not To Scale
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERBBOW FRAME WITH
1W x 1' SDFs WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
BOX EAVE OPTION
9 MONOLITHIC SLAB FOUNDATION B
2 4
3 CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
14'-0" MAX. SP
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL i OR 2, SHEET OF 4)
TYPICAL SIDE EXTENTION SECTION
Not To Scale
ANCHORS NOTREQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF4)
a3
3 MONOLITHIC SLAB FO
2 CONTINUOUS CONCR
(OPEN CARPORTS ON
30'-0" MAX. BOW SPAN '—
6" TYP.-
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
I
IPANELS7
__SHEET
SEE
I . F4
I
11 GI
SHEET i.
L
R-PANEL ROOFING
LE I
OF
I�II�II�I
�I�
.III=1111=111=III=IIIBIiI
III=III=111=111=111
1�11=III=111=111=11PI
I1=111�11=111'e'lllEll
I
=111=III=111.I = = II.IIIEI115111=11
!=III=III= = _ =III=III=111=
ANCHORS NOT REQUIRED WITH GROUND ANCHORS @ EACH END
CONCRETE SLAB CONSTRUCTION. BOW POST AND EVERY OTHER
(SEE DETAIL I OR 2, SHEET OF 4) SIDE ELEVATION INTERIOR BOW POST LOCATION
Not To Scale (SEE DETAIL 3, SHEET 3 OF 4)
m
OPENING FOR ROLL -UP OR SWINGING
END WALL OPENING
Not To Scale
GABLED OPEN END WALL SECTION
Not To Scale
-ABLE 1, SHEET 1 OF 4
HEADER
,26 GA GALVANIZED METAL SIDE PANELS.
SECURE WALL PANELS TO RAFTERBOW AND
END POST WITH 1W x 1' SELF -DRILLING
SCREWS W/ CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
TS POST
ROUND POST @ END
POST LOCATIONS
(SEE SHEET 3)
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF4)
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTER/BOW FRAME WITH
1/4" x 1' SDPs WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
TABLE I, SHEET 1 OF4
26 GA. GALVANIZED rA /
L ROOF PANELS
BOX EAVE OPTION
OVERALL LENGTH VARIES _
DEPENDS ON NUMBER AND SPACING OF BOWS
OPENING FOR
OPENING FOR ROLL -UP ORSWINGRIG
DOOR WITH STRUCTURAL HEADER
-----TIE DOWN ENGINEERING, 30" LONG WITH
5/a" ROD AND DBL 4" HELIX EYE ANCHOR
(SEE DETAIL 3, SHEET 3 OF 4)
ANCHORS NOT REQUIRED WfiH
SIDE OPENINGS CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF 4)
Not To Scale
C;Opy
9-0" '-O -0" -0' -0 -0' '-0" SEE TABLE 1. SHEET 1 OF 4
MAX MAX MAX MAX MAX MAX MAX
METAL RO FAPANELS
ENDWALL POST
6 GA. GALVANIZED
METAL SIDE PANELS
ROUND ANCHORS @ EACH END
6 4 BOW POST AND EVERY OTHER
4 4 END POST LOCATION
ANCHORS Nor REQwREo WITH (SEE DETAIL 3 ON SHEET 3 OF 4)
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL I ORZ. SHEET 3 OF4) END WALL SECTION
Not To Scale NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL.
12 GA FRAMING IS 2-1/4" x 2-1/4" TUBE STEEL
NIPPLES ARE 2-1/4" x 2-1/4" 12 GA T.S. FOR 14 GA FRAMING.
NPPLES ARE 2" x 2" 12 GA T.S. FOR 12 GA FRAMING.
KG
CC��
ke
605 WESTONEW ENuEfNC.
DELAND,FLOR •' f
Certificate of A 13
3 MONOLITHIC SLAB FOUNDATION
2 4
3 CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
14'-0' MAX. SPAN
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL I OR Z SHEET 3 OF 4) c
JS" x 30' WITH DBL 4' HELD( WITHIN c
6- OF EACH BOW WITH EXTENSIONS
(SEE DETAIL 3, SHEET 3 OF 4)
TYPICAL FREESTANDING LEAN-TO
Not To Scale
Thomas Bec7pl,,°P.E _ ° I
Florida Llcenfie 11138538" =
MONOLITHIC. SLAB FOUNDATION �'00 r OF ;
CONTINUOUS CONCRETE SLAB B ® 0•,• �LO�.•'•• ���
(OPEN CARPORTS ONLY)
illil
CAROLINA CARPORTS, INC.
19-13
M BECHTOL ENGINEERING °H°" ° RR s NTS
AND TESTING, Inc.
TB G13002
CDIS MIN GMTEOdDGL ENMON11 RAL AND MATERI LS TESTING EHGI 015
Gwmmmawmmm"�"■T TB SHEET 2OF4
INSTALL 1/2" x MINIMUM 5" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER/BOW POSTS ALONG SIDES OR INSIDE
EVERY OTHER END WALL POST ALONG END
WALL SECTIONS
[mum
MINIMUM MINIMUM 2-1/2" EMBEDMENT
p 12° 12"
f
ONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
1 Not To Scale (OPTIONAL)
LONG TS 12 GA NIPPLE
SECURE WITH 4 1/4" x 1"SDFs
1/2" x MINIMUM 5"
FRICTION ANCHOR-
TS BOW/RAFTER POST
NIPPLE TO insLl�O
STEEL PLATE
x 2-112" x 114" GALV.
STEEL PLATE
--MINIMUM 2-1/2" EMBEDMENT
CONCRETE FOOTING
ALTERNATE POST TO CONCRETE
FOUNDATION CONNECTION DETAIL
Not To Scale
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI
AT 28 DAYS.
COVER OVER REINFORCING STEEL
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFRRCING BARS SHALL BE
31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR
WEATHER AND 1 1/2 INCHES ELSEWHERE REINFORCING BARS EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1141NCH FOR FINE
GROUT OR 1/2 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS AND ANY
FACE OF A CELL. REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A
MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2 INCHES FOR MASONRY
UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 M INCHES FOR MASONRY
UNITS NOT EXPOSED TO. EARTH OR WEATHER
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
GALVANIZATION:
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT
DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH
ASTM A 153. CLASS B&2, METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS
EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED
GALVANIZED,
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED:
1. ALL REINFORCEMENT IS BENT COLD,
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS
THAN SIX -BAR DIAMETERS AND
3, REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT.
EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A
VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONRETE SHALL BE PERMITTED TO
BE BENT AT A SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO
61NCHES OF VERTICAL BAR LENGTH.
INSTALL 1/2" x MINIMUM 5" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTERBOW POST ALONG SIDES
6"
MINIMUM 2-1/2" EMBEDMENT
MINIMUM 4"
CONTINUOUS 4" CONCRETE PAVEMENT
2 CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPTIONAL- OPEN CARPORTS ONLY)
DRILL 518" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
WASHERS
CONT. BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
24" 16 GA U-CHANNEL BRACE (S TO T POST)
48" 16 GA U-CHANNEL BRACE (IT TO 14' POST)
e3NIPPLE
NOTE:
BRACE NOT REQUIRED AT
CORNER IF END ENCLOSED
NOSCREWS
REQUIRED NIPPLETO 3/16"
IN BOW BEND RAFTER
4" 16 GA U-CHANNEL BRACE (S TO T POST)
8" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
NOTE -
BRACE NOT REQUIRED AT
9-1/2"ORNER IF END ENCLOSED
8"
ONG TS 12 GA NIPPLE
URE BOW AND POST TO
6" -DRILLING FASTENERS
BOW POST
BOW RAFTER/POST DETAIL
Not To Scale -
NIPPLE TO 3/16"
RAFTER
12" LONG TS 12 GA NIPPLE.
SECURE POST TO NIPPLE
WITH 4 1/4" x 1"SDFs,
6" LONG TS 12 GA NIPPLE
SECURE WITH 4 1/4"xl" SDFs
EYEANCHOR U t
5/8" ROD 30" LONG
WITH DBL 4" HELIX
24" 16 GA U-CHANNEL BRACE (V TO T POST)
48' 16 GA U-CHANNEL BRACE (8' TO 14' POST)
NOTE: BRACE NOT REQUIRED IF END ENCLOSED
TS RAFTER POST
SIDE EXTENSION RAFTER/
BASE RAIL ANCHORAGE CORNER POST DETAIL
3 Not To Scale 5 Not To Scale
2-1/2" FOR
�14 GA FRAMING
2-114° FOR 16 GAUGE U CHANNEL BRACE
12 GA FRAMING FASTENED TO THE POST AND
RAFTER POSITIONED AT 45
DEGREES, WITH 2 -1/4" x 1'
SELF-DRILUNG SCREWS AT
EACH END (4 PER BRACE)
BRACE SECTION
Not To Scale
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2)1/4" x 1" SELF -DRILLING•
FASTENER SPACED NOT MORE THAN 48" O.C.
26 GA. METAL ROOF PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS),
Not To Scale
Fl�i� Lt• �
) py .=i4l�.iL *^. 4.
TS RAFTER
6" LONG TS 12 GA NIPPLE
SECURE POST TO NIPPLE WITH
41/4" x 1" SDFs
RAFTER POST
BOX EAVE RAFTER/POST DETAIL
6 Not To Scale
HESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH AL LICABLE CODES.
1-112" x 1-1/2" x 2" 16 GA
CLIP ANGLE SECURE TO
BOW POST AND GABLE
RAIL W/ 4 1/4"x1" SDFs
2 ON TOP, 2 ON SIDE
BOW POST
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO
BOW RAFTER AND GABLE
RAIL W/ 41/4"xl" SDPs
2 ON TOP, 2 ON BOTTOM
TS GABLE RAIL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
% Not To Scale
NOTE:
14 GA FRAMING IS 2-112" x 2-1/2" TUBE STEEL (TS).
12 GA FRAMING IS 2-1W x 2-1/4" TS.
NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING.
NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING,
1111111►►1
INC.
605YARK
DE D �R1D
CeJi°i'ira�°Qut nation No. 2
m s ° chtol, o. 3
F�ritS�CUcense No. (�SIN
CAROLINA CARPORTS, INC.
6-19-13
EECHTOL ENGINEERING RR NTS
AND TE5T11VG, ina. � TB G13002
CONMTN�.'=ft000"sm -TB SHEET 3 OF 4
b j
NIPPLE
DBL. HE
i 12 GA NIPPLE
NCH WITH 4 1/4"xl"
LING FASTENERS
POST
�RAFTER POST/DBL. HEADER DETAIL
Not To Scale
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH 1/4" x 1"
SDPs, 2 ON TOP AND
2 ON SIDE
END POST
END POST/RAFTER CONN. DETAIL
Not To Scale
1/4" x 1" SDF
@ 12" O.C.
GA.
SECTION THROUGH ROLL UP
DOOR HEADER
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer & polyester top coat.
TS BOW RAFTER
6" LONG TS 12 GA NIPPLE
SECURE EACH WITH 4 1/4" x 1"
SELF -DRILLING FASTENERS
" LONG TS 12 GA NIPPLE. TS BOW POST
1/8" SECURE WITH 4 1/4" x 1"
r� SELF -DRILLING FASTENERS
I
I I
I°I
I I
r r
I I I I
TS CONTINUOUS BASE RAIL
I°I i°I
OUBLE TS HEADER
3116" NIPPLETO
DBL. HDR.
3116" NIPPLE TO
BASE RAIL
RAFTER POST/BASE
RAFTER POST/HEADER DETAIL BASE RAIL CONNECTION DETAIL
Not To Scale o Not To Scale
TS BOW/RAFTER POST
29 OR 26 GA. GALV.
METAL SIDE PANEL
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO
BOW POST AND BASE
RAIL WITH 4 1/4"x1"SDFs
"TS CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
Not To Scale
r+ TS POST r t
POST
:2" 16 GA ANGLE CUP
E TO POST AND TOP OF
R, OR BOTTOM OF WINDOW
RT WITH 1/4" x 1" SDFs
TS NONSTRUCTURAL
HEADER
L (OR GIRT
TIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
INTERIOR
A SE�TION
Not Tcale
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/ {
WINDOW FRAME POST
TS BASEIWINDOW RAIL OR
NON-STRUCTURAL HEADER
2"x2"x2" 16 GA ANGLE CUP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORD/RAIL WITH
4-1/4"x1" SDPs,
2 ON BOTTOM AND 2 ON SIDE
NOTE: AT ROLL -UP DOOR
OPENINGS, POST SHOULD
BE FLUSH WITH RAIL END.
CLIP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
4 NON-STRUCTURAL HEADER CONN. DETAIL. Not To Scale
NIPPLE TO
BASE RAIL
6" LONG TS 12 GA NIPPLE
SECURE WITH 4 1/4" x 1" SDFs
BOWIRAFTER POST
_—TS CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
8 Not To Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS).
12 GA FRAMNG IS 2-1/4" x 2-1/4" TS.
NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING.
NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING.
will tiff",
BECH� N AN'd�°T ItQ;, INC.
605 WI%C YOR AVENUE
1/4" x 1"SDF
DELAN®, RADA 32720 `3� •°°•
@ 12" O.C. Ce ri ce� 2 _
EXTERIOR Thomz>Be�ol, Or -
Florida
�ri e 6,38538 S'VX
FL
II�Illll���
CAROLINA CARPORTS; INC.
— 6-19-13
MVBECHTOL ENGINEERING RR a„ NTS
AND TESTING, inc.
TB �' G13002
CONSUL MG GFA1ECKMML ENMNUENTM. TWO WTOWS TESTING ENGMEEM
GwaNeaawalmmnw.00m M - —TB SHEET OF
save'
+ %d
y
FENCE CORNER
(a4Z o.1N)
. McQUILLEN ROAD
LOT "A'
iSPP ANCHOR
o�—
ti�n' ;aEN9000'00"E
FENCE CORNER •4'QtAINLINN MCE
(a3$ O.1N)
1218'
PREEN
1232'
.2
I�
POND +11�
I
FWND 4'x4' CONCRETE
MONUMENT (PSM 5564)
275. 001
LOT 'C'
-MIN. SEF�30
FRONT
SIDES
CNR SIDREAR
ZNG.
127.0'
11M1
+ A
�ye
0
M1
+�y
»3o'
FOUND 4 x4' CONCRETE
MONUMENT (PSM 5564)
FENCE CORNER
(0.2w axv
0
e6 +
O� POND
I
FENCE L10RNER FENCE CORNER
(a4N) 4�yg - (a2N) ��0.
75. 00 FOUND 4'4' CONOPE7E
MONUMENT (PSM 5564)
LEGAL DESCRIPTION••
LOT 'C, DRA VO SUBDIVISION, ACCORDING TO THE MAP OR . Pt T THEREOF AS
RECORDED IN PLA T BOOK 40, PAGES 14 AND . 14A, OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
SURVEYORS NOTE
1. LANDS SHOWN HEREON -WERE NOT ABSTRACTED FOR EASEMENTS AND/OR
RIGHTS OF WAY OF RECORD EXCEPT AS SHOWN ON THE RECORD PLAT IF ANY
2. NO A TTEMPT. WAS MADE BY' THIS FIRM TO LOCA TE UNDERGROUND FOO ANGS OF
BUILDINGS OR FENCES ON OR ADJACENT TO THIS SITE. .
3BEARINGS .SHOWN HEREON REFER TO AN ASSUMED MERIDIAN OF, NOO 08'00"W
ALONG THE EAST RIGHT OF WA Y LINE OF SIL VER OAK DRI VE. .
4. THIS SITE LIES IN FLOOD ZONE X' AS SCALED AND INTERPOLATED ON FEMA
MAP NO. 120285-0283 ✓ DATED: FEBRUARY 16, 2012.
5. SITE AREA: 89356.32 SQUARE FEET.
6. LEGAL DESCRIPTION FURNISHED BY CLIENT.
7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT .WRITTEN CONSENT OF THE
SIGNING PARTY OF PART%ES. .
8. ELEVA TIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VER A'CAL DATUM
OF 1988. ST.. LUCIE COUNTY BENCHMARK., COSMO (ELEVATION 15.48)
LEGEND
s J PSM = PROfESSIONAL.SURV£YOR AND MAPPER
L O T B WPP = WOOD POWER POLE
0£ = OVERHEAD ELECTRIC
P=PLAT
M = MEASURED
IN = INVERT
CMP . = CORRUPTED METAL PIPE
SURVEYORS' CERARCA TION:
SURVEY MAP AND REPORT. OR THE COPIES THEREOF ARE. VALID WITHOUT' THE
SIGNA TURE AND THE ORIGINAL RAISED SEAL OF A FLOR/ A LIC AISFD S ,I kYOR
AND MAPPER.
SHEET 1...OF. _..1
DRAWN BY: DPK
SCALE ..1• - 20'
DAZE . 4/1/14
F.B. SKETCH
Jos No.
REVISIONS
PREPARED FOR: MN & M/CHELLE NELSON
SIL VER . OAK. ROAD
ST. LUCIE COUNTY, FLORIDA.
ROBERT 9COOMS,TER JR.,
PROFESSIONAL; Ir iND
NO. 4134 STD TE OF FL.O(JDA
BL0OMSTER.
PROFESSIONAL LAND
SURVEYORS, . INC.
LB #6018
641 NORTHEAST SPENCER STREET
JENSEN BEACH, FLORIDA 34957
PHONE 772-334-0868