HomeMy WebLinkAboutSUBMITTED PAPERSQ FIF,'E USEIONLY: /_ • �r- j
DATE FILED: (ll
PLAN REVIEW FEE: RECEIPT NO.:
CONCURRENCY FEE: RECEIPT NO.:
?Sgo-a-
PERMIT NUMBER: 1 .2,o tP • 0 O -7
CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue .,
Ft. Pierce, FL 34982-5652 SCANNED
772-462-1553 BYSt. Lucie County
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
1. ® LOCATION/SITE ADDRESS: - '�a l� <!, /i /"i ' 2 e
2. WPROJECT NAME: CG N /� N' Lc- SITE PLAN NAME:
3. ® PROPERTY TAX ID #: 2 3 D jF-�,O/ - 021 D 004
4. LEGAL. DESCRIPTION (attach extra sheets if necessary): _ �U 7/,l C Q
Lc�TS ifs
5. PLAT BOOK _ 6. PAGE O i � 7. BLOCK NO. _�� 8. LOT NO.
9. 1® PARCEL SIZE (ACRES/SQ FT.): 7 Cr LOT DIMENSIONS:
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:.e�x 2 ie
4drA 2 8 �x y/GdiU e �yyFsT �e 3G �� �vA/ `Dodf- ��i�r� /o��2cfte� 2y'X2o �CHr� on
11. SETBACKS (ACTUAL) FRONT:_ j _ BACK: �%� RIGHT SIDE: LEFT SIDE:
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
[] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION
[ J RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL
[ ] OTHER (SPECIFY)
13. St DESCRIPTION OF PROPOSED USE: �7 qi of ra - �! O < a y -e
14. SQ. FT OF CONSTRUCTION: % I a2,� 15. SF. FT 1st FLOOR / 7 Shy
I& $VALUE OF CONSTRUCTION: $ 11%
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 ibis application.
SLCCDV Form No.: 001-02
AT,'.
n0 /
(7f.�
UPDATED 05/09
OWNER INFORMATION
NAME: F rilana ? c/ l_ ► ` IV r -�v' i
ADDRESS:' r5� S Ut17
CITY:y %. �iP® C P STATE: 1 ZIP: y y Y. V Sf
PHONE (DAYTIME): CV12-) 4 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): L_j
CONTRACTOR INFORMATION
ST. of FL REG.CERT 1 C
BUSINESS NAME:
QUALIFIERS NAME: -
ADDRESS:
CITY:
PHONE (D ): (_)
STATE:
FAX NO.'
ST. LUCIE COUNTY CERT #:
Email:
Mr
ARCHIT/ENGINEER F% C %i• f� /., G�� !n F �� �'�l �i G�GII� ��%f % • A
ADDRESS: K 11 Uf - ,ARI ,d FFI,
CITY: STATE: Et ZIP:
JPHONE (DAYT NM): (_)
BONDING COMPANY:
ADDRESS:
CITY: STATE:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE:
ZIP:
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:
CItTMCATION: _JV
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain 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 all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit.application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications 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
PAYING TWICE FOR ARROVEMENTS TO YOUR PROPERTY. A NOTICE OF
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 YOUR NOTICE OF
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 NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
I // - /,_ � Z , , '4'
BR OR CONTRACTOR SIGNATURE
STATE OF FLORIDA�" =a 7
COUNTY OF
The foregoing instir ent s acknowledged before
g g g I:c�!:�
L
�c�s�m�'
me this day Of 20 — , °' m.-
by
who is personally own or has produced
as identdication.
N ICA
. 2L il
Signature ilfltory
Commission No. (Seal)
AUDREY B. HU11PHREY
MY COMMISSION # EE 061159
EXPIRES; March 6, 2015
Bonded Thru Notary Public Underwriters
CONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowled efore
me this day of ZO
by
who is personally blown or has produced
as identification.
of Notary
Commission No. (Seal)
NOTE: TWO (Z) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. ,
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDERAPPLICANTS.
For specific instructions see appropriate permit checklist.
OFFICE USE ONLY % B �rt�'7--
SECTION
TOWNSHIP
�'�
RANGE
MAP NO.
cl
ZONING
�' _�
LAND USE
eG 9 • S
LOT CVG %
TAZ NO.
FLOOD ZONE,
FIRM MAP #
i ��
IsT FIR ELV '
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 111990
After 111990
REQUIRED
APPROVED
REPORT
HABITABLE
RADON
PERMIT
CODE
�J
AREA
FEE
FEE
LIBRARY
PUBLIC BID
PUBIC BID
PARTS
AMPACT
IMPACT FEE
IMPACT
IMPACT
FEE
CORRECTION
FEE
FEE
XsEIVRAL
SCHOOL
ROAD
CREDIT
Y
N
LAW ENF
IMPACT
A4PERE�
IMPACT
FEE
FEE
FIRE/EMS
DRIVEWAY
Y
N
DRIVEWAY
ADMINISTRATIVE
IMPACT
REQUIRED
FEE
VARIANCE FEE
FEE
SPECIFY
MECHANIC F
ON -CONFORMING
MISCELLANEOUS
SUBS
ELECTRIC GAS
LOT OF RECORD
FEES
REQUIRED
PLUMBING
FEES
DATE SENT TO ADDRESSING: /
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
RE W
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVEDDATE
I2
COMPLETED
INITIALS
JOSEPH E. SMITH, CLFyK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3719069 OR 1 3404 PAGE 1586, Recorded. 06/27/20"1 " -: 01:52 PM
NOTICE OF COMMENCEMENT
Permit No. L2,V G ' CT7Q / X Tax Folio No. 130 W01 -y 1 // - O"c ~ 8
State of Florida County of St. Lucie
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement. /f p
Legal Desc; ?tIon of Property: (and street address if availablel A G• C t �/t % o - / ,
General description of Improvement: 2 h% P TA r/ �v i+ 4' N �]���E // e-
41 r to lo��lG�i C
Owner I
Name
Address
for the Improvement:
Interest in property:
Name and address of fee simple titleholder (if different from owner listed above):
Contractor's Name: ®�" ' `� r` J,(
Contractor Address: Phone Number:
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: Phone number: _
Lender Name: Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes:
Name: Phone Number:
Address:
In addition to himself or herself, Owner designates of
Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Phone number of person or entity designated by owner:
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE 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 perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my knowledge and belief. , ._ s _..�•-�"`-= --
/ J �:5. '' p'•''3i"cY:t.HU17PF'.9tY
(Signature of Owner or Less e, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
(Signatory's Title/Office)
The foregoing instrument was acknowledged before me this day of ne, 20
By IL`tt-i��a 12' rJER-for O�NE2
Name of Person Type of authority (e.g.officertrustee) Party on behalf of whom instrument was executied
1tu Personally known^ar produced identification_
(Signature of Nota Public - State of Florida U
(Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced
STATE Of FLORIDA
ST. LUCIE COUNTY I
TH
Tt
OF
By
Da
0
/-
Corporate Office Carolina
P.O. Box 1263 Toll Free:
187 Cardinal Ridge'f'r. Local:
Dobson NC, 27017 Carports, Fax:
Email: cei.nc@carolinacarportsinc.com. 4. Fax: �[
Website: www.caroiinacarportsinS*orp_ Inc. 77 "Y?�1-5 1`
DEAI,E
CUSTOMER NAN/
ADDRESS
014ONF- WORK (
_..-7 r—
... __ ....._.... L .
' Roof Style Regular
i Installation Type Cement
Power Available Yes ❑ No
Dealer Yhone No.
— COUNTY 57
CITY r
BINDING- PURCHASE CONTRACT
(800)670-4262
(336)367-6400
(336)367-6410
(336) 367-6411
Uate /
TAX % (where 1)eiivered)-6c
, STATE _ "LIP 2
OTHER ( )
All Orders C.O.D.
r Price
'y" r
l o% Down Payment
Before Tax
This purchase agreement (the "Agreement") is made by and between Carolina Carports, Inc. ("CCI"), a North
Carolina corporation, and AIM r6,���� (the "Buyer").
Buyer agrees, after being fully educated about CCI's various products including the fourteen (14) gauge, twelve
(12) gauge, and certified units, to buy, and CCI agrees to sell, pursuant to the terms listed in this Agreement, the item
described above.
Buyer has read and understands the terms of this Agreement, including the terms and. conditions contained
on the reverse side of this document, which terms are expressly incorporated herein by reference, as well as any and all
r relevant warranty information, and agrees to be bound by same.
Customer: CCI-
By:
Authorized Dealer
1` 19- r-1 (� Cam. T UvPnt o _( .I_ RFP t-1 Wnrrl of X'Ann+h r-i lld—
St. Lucie .County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772)462-1553
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of
under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially
improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one year after the construction is complete, the law will presume that you built or substantially improved it for sale
or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building; it is your responsibility to make sure that people employed by you
have licenses .required by state law and by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done.
Any person working on your building who is not licensed must work under your direct supervision and must be
employed by you, which means that 'you must deduct F.I.C.A. and withholding tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicabl s,
ordinances, building codes, and zoning regulations. Initial
I understand that the building official and inspectors are not there to design or give advice on how eet
the minimum code. Initial
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial /
I understand that if I compensate any person or company for work performed they are required o e
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable he
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relat d "al
cost, which could include loss of wages during recovery from their injury. Initial
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
r=?F
rida State Department of Professional Regulation.. Signed and acknowledged on this
of20
OwZW/B liu der Signature
STATE OF FLORID
r
:t
COUNTY OF
s
-
2
9�� • ,;
The fo�re omg instrument was
cknowledged before me this day
of V 20
by g C2! ' -4 f�
ee bF who ispersonallyWo—wn-Y to me, or who has
if a S
produced
as i e
lion.
++ n
2YJ
rr, s
�
Signature of tary
Typ � Print Name of No
ry (Seal)
Ju
a Z
_�
Title: Notary ublic
Commission Number
N o i
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the following described property,
(000 -8
(Parcel Id#/Legal descriptilon/A�dz ms)
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.
Jr Z�IC74 f �� d� J;C-
Propertywner Name (Please Print)
Property Owner igna a Date
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS S- DAY OF , 20L 00—,
BY bf r,.�ACP'� 7Y.3e&,6 0 IS PERSO Tr OW TO ME OR WHO HAS
PRODUCED
COMMISSION NUMBER
AS IDENTIFICATION.
E—F
+, v MFPRF'rfE, E3.1(U0101.41SSION 9 f_E06115t=,',grS:lolarchg2015
hru Nedrry �t;blic Unde.,mitersSLCPDSD Revised 08/24/2010 `,'—
Wednesday, May 30, 2012 09:47 AM
Property Appraiser - St.Lucie r---�nty, FL
Page 1 of 1
PROPERTY RECORD CARD
Richard H Beebe Jr
Record: 1 of 1
<<Prev Next» Spec.Assmnt
Taxes Exemptions Permits Home Print
Property Identification
�V,dCIE 00
Site Address:
400 SUNRISE DR
ParcellD: 2308-601-0211-000-8
Sec/Town/Range:
Map ID:
08 :35S :39E
23/08N
Account*: 13234
Land Use: SF Res
y�
AG-2.5
City/Cnty: St Lucie County
Zoning:
Ownership and Mailing
Legal Description
Owner:
Richard H Beebe Jr Suzy Johnson TROPICAL ACRES BLK C LOTS 44 AND 45 (1.36 AC) (OR 1481-817)
Address:
400 Sunrise Drive
Fort Pierce FL 34945
Sales Information
Assessment 2011 Final
Total Land and Building
Date Price Code Deed
Book/Page 2011 Final: 94400
Land Value: 27000 Acres: 1.36
1/10/2002
22000 00 WD
1481 / 0817 Assessed: 94400
Building Value: 67400
1/10/2002
11600 00 WD
1481 / 0815 Ag.Credit: 0
Finished Area: 1685 SgFt
6/13/2000
12100 03 CT
1310 / 0096 Exempt: 50000
4/6/1998
100 01 QC
1144 / 1898 Taxable: 44400
11/29/1989
5500 00 WD
0666 / 2565 Taxes: 1100.3
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
SA - Asph Shingle
RoofStruct:
HP - Hip
ExtType:
HC - HC
YearBlt:
2003
Frame:
-
Grade:
C - C
EffYrBit:
2003
PrimeWall:
BS - CB Stucco
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt1FI:
1/213ath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S
Qty. Units Qual.
Cond.
YrBlt. No. Land Use
Type
Measure Depth
1 0100-SF Res
200 -Front Ft
100 596.46002
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.pasle.org/paslc/prc.asp?prclid=230860102110008 6/5/2012
LAW--
2P, 5
INSTALL 1/2" x 6" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
BOW ALONG SIDES OR INSIDE EVERY
OTHER END WALL POST ALONG END
WALL SECTIONS
--I i---2" MINIMUM
2-114" EMBEDMENT
- 12"
'---MONOLITHIC CONC. FOOTING (2500 PSI MIN. FIBER MESH)
REINFORCED WITH 2 #5's CONTINUOUS
ALTERNATE CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPTIONAL)
BECHTOL IENGINE� D TEdG, #NG�'i:
eDS WEST NEW YORK AVEN . a
DELAND, FLORIDA 32728. p
Certiflcata of o. .;t &
I ,
Thomas Bechtol, P.E.
Florida Lieenso No. 38538
'�11lfl41�e`
,r
i
AUE-Y.BECHTOL
AND TESTING, Inc, CAROB INA CARPORTS, INC.
CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS
CatlSrate of Authorizalkn No. 5492
FIELD: CHECKED: JP DATE: 3_9-12 PROJ. NO.: 06175
DRAWN: RR APPROVED: TB �� SCALE NOTED FIGURE 1
TABLE 1
BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
AVERAGE FASTENER SPACING
MAXIMUM
ON -CENTERS ALONG RAFTERS OR
PURLINS, AND POSTS
RAFTER/BOW
(INCHES)
WIND
ULTIMATE
NOMINAL
AND END POST
RISK
EXPOSURE
WIND SPEED
WIND SPEED
SPACING
INTERIOR
END
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
BOWS/RAFTERS
BOWS/RAFTERS
115 TO 150
89 TO 116
5.0
6
6
I 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"-14X1" 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-R1
26 Gauge AG Panel
10/14/08
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702-R1
26 Gauge AG Panel
10/14/08
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
PHILLIPS PRODUCTS, INC.
FL6228-R1
Model 23V
10/11/06
GENERAL NOTES:
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE
STATE OF FLORIDA
PREPARED FOR:
CAROLINA CARPORTS, INC.
P.O. BOX 1263
/
DOBSON, NORTH CAROLINA 27017
tumCOUNTY BUILDING DIVIMION
REV)IE-WED FOR C IAAC !
PREPARED BY.
REVIEWED BY
BECHTOL ENGINEERING AND TESTING, I
p
��
'..'.
605 WEST NEW YORK AVENUE
_ J�^
-AND
�_ �
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
PUNS fERNUT MUST BE KEPT ONJOf
OR NO itii ISPECTION WILL BE NjADL
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.
41%\\\%11
1
)t1I'm
BEC E%GMk9M%UWAESTING.INC.
1. ALL STEEL TUBING SHALL BE 50 KSI STEEL. THESE ��P``L''ANS AND ALL
PRO" = '�=� WORI
2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4" x 1" SELF DRILLING FASTENERS WITH L€4PCT TO ANY COP' - ,'TIONS
WASHER @ 6" O.C. AVERAGE. REQUIRED:BY FIELD INSPECI JRS THAT
3. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1" SELF DRILLING SCREWS. MAYBE NECESSARY- IN ORDF�R TO
4. ALL SHOP CONNECTIONS SHALL BE WELDED. COMPLYMITH ALLAPPLICAB'.�, CODE.S.
i � t�� W'�1'•�/• i 3
No.
®®Od D 181 d1�0�
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO BOW FRAME WITH 1/4' x I'SDP.
WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING) 2
3
3 3 BOX EAVE OPTION
6 SIDE EXTENSION 24' 16 GA U-CHANNEL BRACE
3 FASTENED TO EACH BOW FRAME
WITH 1W x 1' SDPs
V-0" T 14'-0 LEG HEIGHT
FINISH GRADE
8 3 MONOLITHIC SLAB FOUNDATION OR TOP OF
4 CONCRETE
2 CONTINUOUS CONCRETE SLAB
3 (OPEN CARPORTS ONLY)
30'-0" MAX. BOW SPAN
3
TYPICAL BOW SECTION ANCHORS NOT REQUIRED WITH
Not To Scale CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF 4)
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERIBOW FRAME WITH
1/4' x 1' SDPS WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
12
�3
-WELD ALL WEB
CONNECTIONS,
'WELD ALLSIDES
BOTH SIDES
6 BOX EAVE OPTION
3
6 SIDE EXTENSION
3
FINISH GRADE
MONOLITHIC SLAB FOUNDATION OR TOP OF
CONCRETE
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
40'-0" MAX. BOW SPA
TRUSSED BOW SECTION __
ORS NOT
Not To Seale CONHCRETE SLAB CONISTRUC ION.
(SEE DETAIL 1 OR Z SHEET 3 OF 4)
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERIBOW FRAME WITH
1/4' x 1' SDF's WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
BOX EAVE OPTION
3 MONOLITHIC SLAB FOUNDATION B 3 MONOLITHIC SLAB FO'
4
2 CONTINUOUS CONCRETE SLAB 2 CONTINUOUS CONCRI
3 (OPEN CARPORTS ONLY) 3 (OPEN CARPORTS ONI
14'-0' MAX. SPAN 3V-O" MAX. BOW SPAN '--
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF 4)
TYPICAL SIDE EXTENTION SECTION
Not To Scale
6" TYP-
-7
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
SEE TABLE 1
SHEET10F4
OPTIONAL
26 GA. R-PANEL
SIDE OR END
PANELS
SEE TABLE 1
SHEET10F4
SEE TABLE 1
SHEET10F4
26 GA
R-PANEL ROOFING
SEE TABLE 1
SHEET 10F4
6'
6°
6'
ANCHORS NOT REQUIRED WITH GROUND ANCHORS @ EACH END
CONCRETE SLAB CONSTRUCTOR BOW POST AND EVERY OTHER
(SEE DETAIL 1 OR 2, SHEET OF 4) SIDE ELEVATION INTERIOR BOW POST LOCATION
Not To Seale (SEE DETAIL 3, SHEET 3 OF 4)
0 TLtL:��'i■0 '<u::��u:11
OPENING FOR ROLL -UP OR SWINGING
END WALL OPENING
Not To Scale
GABLED OPEN END WALL SECTION
Not To Scale
=j---SEE TABLE 1, SHEET 1 OF 4
TS HEADER
6 GA GALVANIZED METAL SIDE PANELS.
SECURE WALLPANELS TO RAFTERIBOW AND
END POST WITH 1/4' x 1' SELF-DRIWNG
SCREWS W/ CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
NDWALL TS POST
ROUND POST @ END
POST LOCATIONS
(SEE SHEET 3)
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
OPENING FOR ROLL -UP OR SWINGING
DOOR WITH STRUCTURAL HEADER
MAMNIUM CLEAR SPAN -174r
6"
OPENING FOR
TIE DOWN ENGINEERING, 30" LONG WITH
(SEE
5/8' ROD AND DBL 4' HEUX EYE ANCHOR
(SEE DETAIL 3, SHEET 3 OF 4)
ANCHORS NOT REQUIRED WI
THSIDE
OPENINGS
CONCRETE SLAB CONSTRUCTIOR
(SEE DETAIL 1 OR Z SHEET 3 OF 4)
Not To Scale
MAX MAX MAX MAX MAX MAX MAX
SEE TABLE 1. SHEET 1 OF
6 GA GALVANIZED
METAL ROOF PANELS
TS ENDWALL POST
6 GA. GALVANIZED
METAL SIDE PANELS
ROUND ANCHORS @ EACH END
6 4
BOW POST AND EVERY OTHER
4 4
END POST LOCATION
DETAIL 3 ON SHEET 3 OF 4)
ANCHORS NOT REQUIRED WITH
ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION.
(S�EECDIETN ;L R2. SHEET OF 4) (SEE DETAIL70R 2, SHEET 30F 4) END WALL SECTION .
26 GA- GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERIBOW FRAME WITH
1W x 1' SDF's WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
1. SHEET OF
GA. GALVANIZED /
.COOP PANELS
BOX EAVE OPTION
3 MONOLITHIC SLAB FOUNDATION
2 4
3 CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
14'-0' MAX. SPAT.
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL I OR 2. SHEET 3 OF 4) <
B' z 30' WITH DBL 4' HELIX WITHIN <
6' OF EACH BOW WITH EXTENSIONS
(SEE DETAIL 3. SHEET 3 OF 4)
TYPICAL FREESTANDING LEAN-TO
Not To Scale
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.
NIPPLES ARE 2" x 2" 12 GA T.S. FOR 12 GA FRAMING.
MONOLITHIC SLAB FOUNDA:
CONTINUOUS CONCRETE SI
(OPEN CARPORTS ONLY)
-'/v#jv)111tHlu -
INSTALL 1/2" x 6" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
BOW ALONG SIDES OR INSIDE EVERY
OTHER END WALL POST ALONG END
WALL SECTIONS
MINIMUM
2-1/4" EMBEDMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #Fs CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
I Not To Scale (OPTIONAL)
INSTALL 1/2" x 6' EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6' OF EACH
BOW ALONG SIDES
2-1/4" EMBEDMENT
MINIMUM 4"
CONTINUOUS 4" CONCRETE PAVEMENT
CONCRETE BASE RAIL ANCHORAGE
� Not To Scale (OPTIONAL -OPEN CARPORTS ONLY)
TS BOW RAFTER
24" 16 GA U-CHANNEL BRACE (5- TO T POST)
48" 16 GA U-CHANNEL BRACE (8- TO 14- POST)
NOTE: BRACE NOT REQUIRED IF END ENCLOSED
NO SCREWS NIPPLE'
REQUIRED RAFTER
IN BOW BEND 5"
4" 16 GA U-CHANNEL BRACE (V TO T POST)
48" 16 GA U-CHANNEL BRACE (V TO 14- POST)
NOTE: BRACE NOT REQUIRED IF END ENCLOSED
`6" LONG TS 12 GA NIPPLE
45° SECURE BOW AND POST TO
3' 1 NIPPLE WITH 4 1/4" x 1"
3. SELF -DRILLING FASTENERS
TS BOW POST
BOW/CORNER POST DETAIL
� Not To Scale
DRILL 518" HOLE THROUGH THE
" LONG TS 12 GA NIPPLE
BASE RAIL AND SECURE TO
SECURE WITH 4 1/4° x 1°SDFs
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT "WASHERS
NIPPLE TO 3/16' 6" LONG TS 12 GA NIPPLE
RAFTER SECURE WITH 4 1/4"xl" SDFs
TS CONT. BASE RAIL
TOP OF ASPHALT PAVEMENT
12' LONG TS 12 GA NIPPLE.
OR STABLE GROUND SURFACE
SECURE POST TO NIPPLE
1/2" x 6' TS BOW/RAFTER POST
WITH 4 1/4" x 1" SDFs,
'
FRICTION 3/16' NIPPLE TO
ANCHOR STEEL PLATE
l
,-�
" x 2-1/2" x 1/4" GALV.
" STEEL PLATE
INIMUM 2-1/4' EMBEDMENT
EYE ANCHOR
r6.
i i °• t i i ONOLITHIC CONCRETE FOOTING
5/8" ROD 30" LONG
WITH DBL 4" HELIX
24" 16 GA U-CHANNEL BRACE (5- TO 7- POST)
4
4816 GA U-CHANNEL BRACE (8- TO 14' POST)
NOTE: BRACE NOT REQUIRED IF END ENCLOSED
TS RAFTER POST
ALTERNATE POST TO CONCRETE
SIDE EXTENSION RAFTER/
FOUNDATION CONNECTION DETAIL
BASE RAIL ANCHORAGE
CORNER POST DETAIL
J
5
Not To Scale
Not To Scale
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
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTHAR 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 1/41NCH FOR FINE
GROUT OR 12 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS AND ANY
FACE OFA 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 1112 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.
2-1/2" FOR
14 GA FRAMING
2-1/4' FOR —[\\\\6
GAUGE U-CHANNEL BRACE
12 GA FRAMING
FASTENED TO THE POST AND
RAFTER, POSITIONED AT 45
DEGREES, WITH 2 -1/4' x 11-
SELF-DRILLING 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
/KITS
ITS RAFTER
6' LONG TS 12 GA NIPPLE
SECURE POST TO NIPPLE WITH
4 1/4"x 1"SDFs
R POST
BOX EAVE RAFTER/
CORNER POST DETAIL
6 Not To Scale
1-1/2' 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
—TS BOW POST
1-11T x 1-1/2" x 2' 16 GA CLIP
ANGLE SECURE TO
BOW RAFTER AND GABLE
RAIL W/41/4"xl" SDFs
2 ON TOP, 2 ON BOTTOM
GABLE RAIL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
% Not To Style
NOTE:
14 GA FRAMING IS 2-1/2" x 2-10 TUBE STEEL
12 GA FRAMING IS 2-1/4" x 2-1/4" TUBE STEEL
NIPPLES ARE 2-114" x 2-1/4" 12 GA T.S. FOR 14 GA FRAMING.
NIPPLES ARE 2" x 2" 12 GA T.S. FOR 12 GA FRAMING.
BECHTO ETR NG, INC.
605 WEST
DELAND,
Cerifica do No.54
1
0
e
I0111�1'
NIPPLE
DBL. HE
BOW RAFTER
5 12 GA NIPPLE
ACH WITH 4 1/4"x1" "LONG TS 12 GA NIPPLE.
LING FASTENERS 1/g• SECURE WITH 4 1/4" x 1"
Lc:� IT SELF -DRILLING 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"
SDFs, 2 ON TOP AND
2 ON SIDE
TS END POST
END' POST/RAFTER CONN. DETAIL
Not To Scale
1/4" x 1" SDF
@ 12" O.C.
3A.
SECTION THROUGH ROLL UP
DOOR HEADER
Not To Scale CURTAIN: 26 GA, galvanized steel With
baked on epoxy primer $ polyester top coat.
TS HEADER
6" NIPPLE TO
DBL. HDR.
2 RAFTER POST/HEADER DETAIL
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"xl' SDFs
TS CONTINUOUS BASE RAIL
/`_1 END POST/BASE RAIL CONN.
Not To Scale
17 TS POST I�-
I J NUN-0 I KUti I UfV1L-
HEADER
6" LONG TS 12 GA NIPPLE
SECURE EACH WITH 4 1/4' x 1'
SELF -DRILLING FASTENERS
ITS BOW POST
CONTINUOUS BASE RAIL
NIPPLE TO
BASE RAIL
RAFTER POST/BASE
3 BASE RAIL CONNECTION DETAIL
Not To Scale
TS POST
2' 16 GA ANGLE CLIP
E TO POST AND TOP OF
R, OR BOTTOM OF WINDOW
RT WITH 1/4" x 1" SDFs
TS NON-STRUCTURAL
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW
_ RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
INTERIOR
A SECTION
Not To Scale
1/4° x 1"SDF
@ 12" O.C.
TS TRUSSED RAFTER CHIDER
OR NONSTRUCTURAL HE
TS END POST OR DOOR/2"x2"x2"
16 GA ANGLE CLIP
WINDOW FRAME POSTSECURE
TO POST (EACH SIDE)
TS BASEANINDOW RAAND
RAFTER CHORD/RAIL WITH
NONSTRUCTURAL HE4-1/4"x1"
SDFs,
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 41/4" x 1" SDFs
BOW/RAFTER POST
CONTINUOUS BASE RAIL
RAIL CONN. DETAIL
&POSIT11BASE
NOTE:
14 GA FRAMING IS 2-112" x 2-11T 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.
NIPPLES ARE 2" x 2" 12 GA T.S. FOR 12 GA FRAMING.
\\ Bed
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