HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE 'US E ONLY•
DATE FILED: (�(�
PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: I
CONCURRENCY FEE: RECEIPT NO.: 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 N��Q
772-462-1553 `�� UC/6
anti
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: 1 /O6 ACZL dVCA111,P_ . AD,aT . O'�G
2. PROJECT NAME: NIA SITE PLAN NAME:
3. PROPERTY TAX ID #: 22 D0l5 O!�y ^ /
4. �{LEGAL DESCRIPTION (attach extra sheets if necessary):Ej Cr Ale, 6 W7 OF
1 � GT QA' SOT /! �f.! THE �(/OQly /off FEET
5. PLAT BOOK 6. PAGE NO. ;;?e5�2 7. BLOCK NO. 8. LOT NO.
9. PARCEL SIZE (ACRES/SQ FT.):�, �*,44Ai LOT DIMENSIONS: ��O X J�12 �/ X �O X 3d 2
60i 240 sC-
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:
CaryfTa11,1, r STEEL G�R�o/lT , dV/721 4946� . 544,3 4ND
l 3 l L 00 P S._ L-k" -�� elm vanes l
11. SETBACKS (ACTUAL FRONT: BACK: jiz.3 RIGHT SIDE LEFT SIDE: c4
3 t (,j 1 (
12. TYPE OF CONSTRUCTION (Check a appropriate boxes)
[ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION
[ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL
OTHER(SPECIFY)
13. DESCRIPTION OF PROPOSED USE:
14. SQ. FT OF CONSTRUCTION: l ;?ae7 f C � cc, 15. SF. FT Ist FLOOR: `2®D fly
16. VALUE OF CONSTRUCTION: $
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
UPDATED 6/25/09
OWNER INFORMATION
NAME: A14—AG9G //�
9®0 '7/:�o%V
ADDRESS: �40W AVCM E /�/�//��//��
CITY: �O%l% p��0�l STATE: 171 a -1124 ZIP: 3`0V6;
PHONE (DAYTIME): 370 - 3 360 Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW. n
FEE SIMPLE TITLEHOLDER: Sknii 4J Aeovmr
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): (�
CONTRACTOR INFORMATION
ST. of FL REG.CERT #: ST. LUCIE COUNTY CERT #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): 'I FAXNO. Email:
ARCHIT/ENGINEER:
ADDRESS: & K PV "ey "Iz 4 % A4VE 2
CITY: 06-1104/12 STATE: ZIP: ✓ 7Z O
PHONE (DAYTIME): lJ& 7PLAW
BONDING COMPANY: NIA
ADDRESS:.
CITY: STATE: ZIP:
MORTGAGE LENDER: NIA
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.
CERTIFICATION:
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 CONMIENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS 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.
OWNER OR CONTRA OR SIGNATURE
STATE OF FLORIDA
COUNTY OF —,qr. Z ac'a
The foregoing instrument was acknowledged before
me this / day of E10• 20�,
by 4 AR6,& &A0G SON
who is personally known 1—/or has produced
as identification.
Sig7"# of Notary
ROGER A. PRIEST
;°- (8e�ly Public - State of Florida
Commission No. 2 0
°• ; • My Comm. Expires Nov 7, 2016
;N,• `ae Commission # EE 217267
Ole Bonded Through National Notary Assn.
CONTRACTOR SIGNA
STATE OF FLORIDA
COUNTY OF & Z //G,�r
The foregoing
giinstrument
/was acknowledged before
me this l! day of 20
by
who is personally known or has produced
as identification.
Sign to o otary
�f*IGEj} A. RIEST
Commission ,��'�P �Br e
- Notary Publ - t�bte of Florida
• : ; My Comm. Expires Nov 7, 2016
Commission # EE 217267
Bonded Through National Notary Assn.
NOTE: TWO (2) SIGNATMES XRE REQUIRED. EACH SIGNATURE MU
THBULIIVGPERMITASNONERBUILDER,_THE-OWNER MUST-PERSO_NAL-THETO SIGN-,
HIS-
TIIIS_AP_PL_'ICATION_IN_ IHE OFFICE LISTED ON THE -FRONT -OF THIS APPLICATION-.,-;--
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
OFFICE USE ONLY BP #: 2
SECTION
TOWNSHIP
RANGE
MAP NO.
ZONING
..
LAND USE
LOT CVG %
/
,F-e v l
_ 1
TAZ NO.
FLOOD ZONE
FIRM MAP #
I ST FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
Before 1/1990
LOT OF REC
After 1/1990
LOT SPLIT
REQUIRED
LOT SPLIT
APPROVED
REPORT
CODE
HABITABLE
AREA
(RADON)
RADON
FEE
PERMIT
FEE
LIBRARY
IMPACT
FEE
PUBLIC BLD
IMPACT FEE
CORRECTION
PUBIC BLD
IMPACT
FE
GENERAL
PARKS
PACT
FEE
SCHOOL
IMPACT
FEE
RO -
PACT
FEE
CREDIT
Y
N
LAW ENF
IMPACT
FEE
FIRE/EMS
IMPACT
FEE
DRIVEWAY
REQUIRED
Y
N
DRIVEWAY
FEE
ADMINISTRATIVE
VARIANCE FEE
SPECIFY
SUBS
REQUIRED
MECHANIC ROOF
ELECTRIC GAS
PLUMBING
NON -CONFORMING
LOT OF RECORD
FEES
MISCELLANEOUS
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
COUNYER
ZONING
REVIEW
SUPERVISOR
REVIEW
PLANS
REVIEW
VEGETATION
REVIEW
SEA TURTLE
REVIEW
MANGROVE
REVIEW
DATE
RECEIVED
�� �
A #
.
DATE
COMPLETED'
ir
INITIALS
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No. 27z� ' 70/' 0013 —050` f
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.
Legal Description of Property: (and street address if available):
GL / i—rld " wArr 19 rE T N4 LUZ 3/1• / OF L OT L,EIf
m 0 M D o
ryE !VOA �Tt7 • ` T
O 0 " m
General description of improvement: r-AW ICr S759L C,�I�aT �t�/Ty LIITOG/�T�A
o 0' r-=
COMICACM IZAP ,givD God�rrD`I?�vNl
G m � 0 M
Owner information or Lessee information if the Lessee contracted for the improvement:
D m (A
Name
Address .Q! 9
Q 8
M o c =
Interest in property: OWWAIA���
rnN�-
a r
,�!/Y"
�
Name and address of fee simple titleholder (if different from Owner listed above):
,�' M
x
CO
Contractor's Name: OiNNF�ZBUlLOE/Z
0 s
Contractor Address: Phone Number:
n
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $f�
Z n
Name and address: Phone number:
e
-4
A�
n
0
Lender Name: /r A Phone Number:
C
M
Lender's address:
—I
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sect!,
713.13(1) (a)7., Florida Statutes:
Name: Phone Number:
Address:
In addition to himself or herself, Owner designates
Lienor'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.
(Signature of Owner or Lessee, orlaner's or Lessee's Authorized Officer/Director/Partner/Manager
f1 W V► Pot
(Signatory's Title/Office) �
The foregoing instrument was acknowledged before me this day of � • 20—f—
By,V,WA4P- //F&-,6-: 9N as
Name of Person T p f RO. RMMtigstee)
000, ` 0111 j e'� Pubiic - state of Florida
;,, Notary 7, 20
My Comm. Expires Nov �1
( gn(,Tlype,
re of Notary Public - State of Florida) r« Commission it EE 217267
Prin or Stamp Commissioned Name o o� ; ,National Notary a
.,,e ov.— Bonded Throug
Party on behalf off whom instrument was executed
nally known l� or produced Identification
Identification produced
c � LN
Planning & Development Services Department
Building & Code Regulations
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 appli able laws,
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 tg4neet
the minimum code. Initial M %5.
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 �w
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the
cost of the license. Initial "1 I
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 related dical
cost, which could include loss of wages during recovery from their injury. Initial AA
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
Zoning Depa nt to the Florida State Department of Professional Regulation. Signed and acknowledged on this
day of�,06 of 20 VA .
WAk &MA V&K-
Owner/Builder Signature
STATE OF FLORI
COUNTY OF
ore oing instr ent w acknowledged before me thi�day of 20�
by 0� gj , wl o is personally known c r t()�1 ]e or.who has te
-praciucecl _ — — - as menu Ica4oq DAWN MILONE
Notary Public - State of Florida
1 - . • e My Comm. Expires Mar 22, 2017
Signature of Notary Type o t ame ofNotary '-9jFOFF1o�°�' Cor�gppn # EE 877571
Title: Notary Public Commission Number """""' Bonded Through National Notary Assn.
oa.-=
SLCPDSD Revised 07/22/2010
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,
?f2py--7d1-ooL3- oho-i /90o Aca Alplyag
(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.
/f/lA �� �• BE,aGEaoN
Property Owner Name (Please Print)
KwxmL F. ®2 /1 /
Property Owner Signature Date
STATE OF FLORIDA, COUNTY OF c/- A4��l
ACKNOWLEDGED BEFORE ME THIS �/ DAY OF 20
BY /14. � O/jLWHO IS PERSONALLY KNOWN TOME OR WHO HAS
frUREOF NOTARY PUBLIC
172/ 7COMMISSION NUMBER
SLCPDSD Revised 08/24/2010
AS IDENTIFICATION.
TYPE OR PRINT NOTARY
•d,,,,,,,�( ROGER A. PRIEST
1PaY Pis'% blic - State of Florida
' 0 • °�= N EB fires Nov 7, 2016
• _ My Comm. Exp
z ," �67 Commission EE 21726Assn.
o ;;; °P' Bonded Through National Notary
4 "The On Time Concrete Company"
CENTRAL CONCRETE CONCCRETE DISPATCHERS:
MIX, INC.
HE S
' MIAMI-DADE: (305) 264-7101 u
DEERFIELD: (954) 480-9333,
BLOCK PLANT: (305) 805-3226
WWW,.SUPERMIX.COM .
CUSTOMER NO. `
DELIVERY"TICKET
DATE k" '
�•,r; ..
MAIN OFFICE: 4300 S.W. 74th Ave. - Miami, FL 33155
:1.1 r 1,;1I '1
DIJnKIC.• /0r\c\ ncn once _ r7Av. /nnC\ ni+n nano
1 1 Iv1�L. �ouj) GVG'aJG" ;JV r/-\n. k0uu) GV/'VV.70 ,
SERVING MIAMI-DADE, BROWARD; PALM BEACH, MARTIN & ST.� LUCIE COUNTIES
TO
DELIVERY ADDRESS
-f.IDJ f,j,IC?{'-,I fIIc,
:I. 9t.+s�G L�f::l-i.. biiFl:: F T C/IE:F?F't,:.
;I�if'a1'(;,EI_L_
Lt3id7L 1t; h i.
Q_ i' 'a; e
J.r
{�IC'aI f "6.ir+6 : 4
t,11i 1� L"', . L-s t.l_ ..uL..0C.I
6o"o :'`,i.-, J. J.
QUANTITY
DESCRIPTION'S
PRICE
`UNIT•
EXTENSIONS
...'iiit:I:=:r`.1,`.b
MINUTES ALLOWABLE TIME` PER MINUTE
EXTRA UNLOADING TIME CHARGE y _ - X $1.00
r
"6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE y
SLUMP i, i;:Iu ,��,�
THIS DELIVERY TOTAL CU. YDS. AMOUNT
OF YOUR ORDER FOR 10- I;!f, CU. YDS. TAX ; -
CUSTOMER OR HIS AGENT ASSUMES FULL RESPONSIBILITY FOR STRENGTH AND/OR
PERFORMANCE OF ANY CONCRETE PLACED ABOVE DESIGN SLUMP OR WHEN • ♦ ;j
WATER IS ADDED. 'WATER ADDED ❑ YES ❑ NO GLS.
TIME ARRIVED ON JOB •
STARTED"UNLOADING
FINISHED UNLOADING_
LEAVING,THIS`JOS ,
T TOTAL TIME
r
SUBJECT TO THE TERMS, CONDITIONS AND "CAUTION" WARNING LISTED ON BOTH THE, .
FRONT AND BACK OF THIS TICKET.
TRUCK DRIVER I acknowledgethat I havelreceived and accepted the materials listed on this ticket. I
understand and agree to the terms on both the,front andr`back of this ticket.
RECEIVED BY: X
CONTROL
20 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER
14- `jl_ L (
u U 3
QOp CON��
MIAMI • DOWNTOWN MIAMI • WEST MIAMI • AIRPORT • OPA-LOCKA • MEDLEY • PERRINE • PEMBROKE PINES
DEERFIELD • BOCA RATON • RIVIERA BEACH • STUART • W. BROWARD • FT. PIERCE • E. BROWARD • DELRAY
PRODUCERS AND SUPPLIERS OF QUALITY READY MIXED CONCRETE AND CONCRETE BLOCK
DELIVERY COPYfx
ill
NRMCA
2
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
(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
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.,,A,6d
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 k.
aELIXIRJN R - 1
;,. . del '. 02-14
FL1722-R4
03/14/12
EXTERIOR DOORS
ROLL -UP
�r _
A I STRIES INC.
FL8888=R3
Model203
04/03/12
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940-RI
Model 100 VS
04/06/12
�� T. I �Tc=r_, f-: 4 i y -'i DING DWVISI013,,
�" .�li'+i i t vie C, N��i
GENERAL NOTES:IIEVI-°�
1. ALL STEEL TUBING SHALL BE 50 KSI STEEL. DAE AN . , _ i� _
E ' i� NfUST BE APT Oi�i ���3
2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WIT . SEL , iRI LING;FAStiEN I��ONTROL SEAL
WASHER @ 6" O.C. AVERAGE. b,�.3n
L�
3. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1" SELF DRILLING SCREWS. .•�
4. ALL SHOP CONNECTIONS SHALL BE WELDED. 1W
5. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR
EQUIVALENT.
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
PREPARED BY.
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
I WINDOW AND DOOR NOTE I
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 TMP WIC/T REVISION
OF THE FLORIDA BUILDING CODE. ���PS. R
BECHTOI�E IAEERING AND St • �If .
605WEST YOEtKAVEN
DELAND, P A, 32720 ' 3853$ : 0 -
CertificateZEA iWorization No. 5492� r
O• v.
i f
Thomas BecV. O OF •.' ��
Florida License N .� ••
L • ENG`\���
1111
r
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO BOW FRAME WITH 1/4" x 1"SDF's
WITH CONTROL SEAL WASHER.
(SEE TABLE 1 FOR FASTENER SPACING).
12
Q 3
3 3
BOX EAVE OPTION
5 SIDE EXTENSION [24- 16 GA U-CHANNEL BRACE
3 FASTENED TO EACH BOW FRAME
WITH 1/4" x 1' SDFs
5'-0" T 14'-0 LEG HEIGHT
FINISH GRADE
8 3 MONOLITHIC SLAB FOUNDATION OORTOP CONCRETE
4
2 CONTINUOUS CONCRETE SLAB
3 (OPEN CARPORTS ONLY)
30'-0" MAX. BOW SPA
3
3
TYPICAL BOW SECTION ANCHORS NOT REQUIRED WITH
Not To Scale CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR 2. SHEET 3 OF 4)
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 �^ 45°
WELD ALL WEB
CONNECTIONS,
'WELD ALL SIDES
BOTH SIDES
6 BOX EAVE OPTION
3
5 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
ANCHORS NOT REQUIRED WITH
Not To Scale CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR 2, SHEET 3 OF 4)
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTER/BOW 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 CONCR
3 (OPEN CARPORTS ONLY) 3 (OPEN CARPORTS ON
14'-0" MAX. SP 30'-0" MAX. BOW SPAN '—
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR 2, SHEET 3 OF 4)
TYPICAL SIDE EXTENTION SECTION
Not To Scale
6" TYP.—
'TF
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
SEE TABLE 1
SHEET 1 OF 4
OPTIONAL
26 GA. R-PANEL
SIDE OR END
PANELS
SEE TABLE 1
SHEET 1 OF 4
SEE TABLE 1
SHEET 1 OF 4
26 GA
R-PANEL ROOFING
SEE TABLE 1
SHEET 1 OF 4
6"
6"
6"
ANCHORS NOT REQUIRED WITH GROUND ANCHORS @ EACH END
CONCRETE SLAB CONSTRUCTION. BOW POST AND EVERY OTHER
(SEE DETAIL I OR 2, SHEET 3 OF 4) SIDE ELEVATION INTERIOR BOW POST LOCATION
Not To Scale (SEE DETAIL 3, SHEET 3 OF 4)
MAX I MAX I MAX I MAX I MAX I MAX I
OPENING FOR ROLL -UP OR SWINGING
END WALL OPENING
Not To Scale
GABLED OPEN END WALL SECTION
Not To Scale
SEE TABLE 1, SHEET 1 OF 4
MAX TS HEADER
6 GA GALVANIZED METAL SIDE PANELS.
SECURE WALL PANELS TO RAFTER/BOW AND
END POST WITH 1/4" x 1' SELF -DRILLING
SCREWS W/ CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
NDWALL TS POST
I—IROUND 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
M IMUMCLEARSPAN=174)'
6"
TIE DOWN ENGINEERING, 30" LONG WITH
5/8" ROD AND DBL 4" HELIX EYE ANCHOR
(SEE DETAIL 3, SHEET 3 OF 4)
SIDE OPENINGS
Not To Scale
OPENING FOR
WINGING DOOR
6"
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF 4)
TABLE 1. SHEET i OF 4
26 GA. GALVANIZED
METAL ROOF PANELS
ENDWALL POST
26 GA. GALVANIZED
METAL SIDE PANELS
--GROUND ANCHORS @ EACH END
BOW POST AND EVERY OTHER
END POST LOCATION
ANCHORS NOT REQUIRED WITH (SEE DETAIL 3 ON SHEET 3 OF 4)
ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION.
CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2, SHEET 3 OF 4)
(SEE DETAIL OR 2, SHEET 3 OF 4) 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.
26 GA. GALVANIZED METAL ROOF PANELS
NIPPLES ARE 2" x 2" 12 GA T.S. FOR 12 GA FRAMING.
FASTENED TO RAFTER/BOW FRAME WITH
1/4' zITH CONTROL SEAL WASHER
(SEE TABIE I FOR FASTENER SPACING)
TABLE 1, SHEET 1 OF 4
BECHT06t R'I' �€1pp INC.
)R 26 GA. GALVANIZED
6 605WEST *WL KAVENU 'Y�� •,
DELAND, MORnM.-32720 y
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FAILROOFPANELS
3
Certificata_�tBLito�i2 hation N 3 A
Dr •• O
6 BOX EAVE OPTION
3
• r
homas PrE.
g
Florida ol38 T
'
a
3 MONOLITHIC SLAB FOUNDATION B
3 MONOLITHIC SLAB FOUNDATION % ••' �ORIDA ,• ��•`y�
2
2 CONCRETE SLAB
CONTINUOUS CONCRETE SLAB
3 (OPEN CARPORTS ONLY)
CONTINUOUS
3 (OPEN CARPORTS ONLY) ,,
SAL
14'-0" MAX. SPA
3 ANCHORS NOT REQUIRED WITH
3 CONCRETE SLAB CONSTRUCTION.
(SEEDETAIL HEET30F 4)
CAROLINA CARPORTS, INC
8" x 30' WITH DBL 4' HELIX WITHINWITHIN
6" OF EACH BOW WITH EXTENSIONS
(SEE DETAIL 3, SHEET 3 OF 4)
TYPICAL FREESTANDING LEAN-TO
¢ ° 6-15-1
Not To Scale
A F BECHTOL ENGINEERING RR s" E NTS
AND TESTING, Inc.
TB v"w"No' G1301
CONSULTING GEOTECNMx/A4 QARDNI6MAL AND MTWNS TESTING ENGNM3M
-y
r
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
2" MINIMUM
MINIMUM 2-1/2" EMBEDMENT
ONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
1 Not To Scale (OPTIONAL)
V--6 LONG TS 12 GA NIPPLE
SECURE WITH 4 1/4" x 1" SDF's
TS BOW/RAFTER POST
1/2" x MINIMUM 5" 3/16" NIPPLE TO STEEL LATE
FRICTION ANCHORS / \
9" x 2-1/2" x 1/4" 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 REINFROCING BARS SHALL BE:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR
WEATHER AND 1 112 INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/41NCH FOR FINE
GROUT OR 1/21NCH 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 21NCHES FOR MASONRY
UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 1/2 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
6 INCHES OF VERTICAL BAR LENGTH.
INSTALL 1/2" x MINIMUM 5" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER/BOW POST ALONG SIDES
NO SCREWS
6" REQUIRED
IN BOW BEND
2-1/2" EMBEDMENT
9-1/2"
MINIMUM 4" J 6"
CONTINUOUS 4" CONCRETE PAVEMENT
2 CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPTIONAL - OPEN CARPORTS ONLY)
TS BOW RAFTER
1 45'
3'
FS BOW POST
24" 16 GA U-CHANNEL BRACE (S TO T POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
NOTE:
BRACE NOT REQUIRED AT
CORNER IF END ENCLOSED
NIPPLE TO
RAFTER
24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
NOTE:
BRACE NOT REQUIRED AT
CORNER IF END ENCLOSED
6" LONG TS 12 GA NIPPLE
SECURE BOW AND POST TO
NIPPLE WITH 4 1/4" x 1"
SELF -DRILLING FASTENERS
BOW RAFTER/POST DETAIL
'� Not To Scale
DRILL 5/8" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT WASHERS NIPPLE TO 3/16" 6" LONG TS 12 GA NIPPLE
r" RAFTER /-SECURE WITH 4 1/4"x1" SDF's
CONT. BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
12" LONG TS 12 GA NIPPLE.
SECURE POST TO NIPPLE
WITH 4 114" x 1" SDF's,
EYE ANCHOR U 1 '
518" ROD 30" LONG
WITH DBL 4" HELIX
24" 16 GA U-CHANNEL BRACE (5' TO 7' 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
IE I
i.
2-1/2" FOR
14 GA FRAMING
2-1/4' FOR
6 GAUGE U-CHANNEL BRACE
12 GA FRAMING
FASTENED THE POST AND
SI
RAFTER, POSITIONED AT 45
DEGREES, WITH 2 -1/4' x 1'
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.
GA. METAL ROOF PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
TS RAFTER
6" LONG TS 12 GA NIPPLE
SECURE POST TO NIPPLE WITH
4 1/4" x 1" SDF's
RAFTER POST
BOX EAVE RAFTER/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/ 4 114"xi" SDF's
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/ 4 1/4"xl" SDF's
2 ON TOP. 2 ON BOTTOM
GABLE RAIL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
% Not To Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS).
12 GA FRAMING 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.
BECHTOL al f2Nq.1,6 Tft r11VC.
605 WEST Na Y (VENUE S�
DELAND, F`DRI 3Z720 y
i
Certificate of -At ri2$tion No. 3 i
8638 0
Thomas BAtf tl,D4
Florida Llceoee;F6 3%538 S7- n.
NALI ENG,,��,
NIPPLE
DBL. HD
BOW RAFTER
3 12 GA NIPPLE
"
ACH WITH 4 1/4"x1"
LONG TS 12 GA NIPPLE.
LING FASTENERS
1/8"
i
o l
SECURE WITH 4 1/4" x 1"
SELF -DRILLING FASTENERS
TS HEADER
POST 3/16" NIPPLE TO
DBL. HDR.
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"
SDF's, 2 ON TOP AND
2 ON SIDE
TS END POST
5 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.
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 BOW POST AND BASE
RAIL WITH 4 1/4"x1" SDF's
CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
Not To Scale
�—I TS POST --r—�
TS NON-STRUCTURAL
HEADER
6" LONG TS 12 GA NIPPLE
SECURE EACH WITH 4 1/4" x 1"
SELF -DRILLING FASTENERS
TS BOW POST
TS CONTINUOUS BASE RAIL
3/16" NIPPLE TO
BASE RAIL
RAFTER POST/BASE
s BASE RAIL CONNECTION DETAIL
Not To Scale
TS POST
2" x 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIUGIRT WITH 1/4" x 1" SDF's
TS NON-STRUCTURAL
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW
7 RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
INTERIOR
A SECTION
Not To Scale
1/4" x 1"SDF
@ 12" O.C.
w"
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST
TS BASEIWINDOW RAIL OR
NONSTRUCTURAL HEADER
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORD/RAIL WITH
4-1/4"x1" SDF's,
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" SDF's
TS BOW/RAFTER POST
TS CONTINUOUS BASE RAIL
$ POST/BASE RAIL CONN. DETAIL
Not To Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS).
12 GA FRAMING IS 2-1/4" x 2-1/4" TS.
NIPPLES ARE 2-1/4" x 2-1144" 112 GA T $ Ij 14 GA FRAMING.
NIPPLES ARE 2" x 2" 12 G ` 1¢ AI�I G.
•:.�
BECHTOLZWIISEERING A;D TESTING,.II*.
605WEST NEW RI{AVENUE
DELAND, FLOFFI 3ZF a/
Certificate of A;- tign No. 2
Thomas Bechtol, P�,�/:S.i i" " A kh
Florida License No. 385 �� _ ONA1.`..�`