HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
Date: , t
Fee Due:,
Receipt# Q
Permit # O 3
- s PLANNING & DEVELOPMENT SERVICES SCANNED
® BUILDING & CODE REGULATION DIVISION
B Y
o , 2300 Virginia Avenue
Ft. Pierce, FL 34982-5652 St. Lucie COu Ilty
772-462-1553
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
I. LOCATION/SITE ADDRESS: St I G G e�� I.a7�'i �ie,rce, FL ��lG46
'ada�
2. PROJECT NAME: QAhj n VV j I CMS SITE PLAN NAME: O.CeeY— 0�)--0j3
3. PROPERTY TAX ID 4: i-i ��' . • d Cl k i —y
4. LEGAL DESCRIPTION (attach extra sheets if necessary): -
(L-Y?. 1Nbq•a1uu) Ulni-V 6141 (01-4
BLOCK LOTRL177
5. PLAT BK PAGE
6. PARCEL SIZE: ACRES/SQ FT. LOT DIIMENSIONS
.
7.# SETBACKS (ACTUAL) FRONT: —E BACK:0 ` RIGHT SIDE: � `�LE FT f SIDI
S. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVEKY �YPE OF STRUCTURE)
N = New
SG = Slab on Grade
SQUARE FEET OF
TYPE OF CONSTRUCTION
A = Addition
SR = Raised Slab
DIMENSIONS
CONSTRUCTION
R = Rebuild
WD = Wood Deck
❑ SCREEN ROOM
❑ NEW ❑ EXISTING
X
Gd' CARPORT/PATIO ROOF
❑ NEW Q' EXISTING
ac) X
3�
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ CAT 1, 2 OR 3 SUNROOM
❑ NEW ❑ EXISTING
X
❑ ALUMINUM COMP. SHED
❑ NEW ❑ EXISTING
X
❑ POOL ENCLOSURE
❑ NEW ❑ EXISTING
X
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM OVER
❑ NEW ❑ EXISTING
X
EXISTING ACCESSORY STRUCTURE
❑ OTHER:
❑ NEW ❑ EXISTING
X
❑ ALUM POOL FENCE
Linear feet
TOTAL -SQUARE FOOTAGE OF CONSTRUCTION
n
$ 3aSO. °D
9. 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
PRIOR TO FIRST INSPECTION.
SLCCDV Form No.: 001-02 Reu04/26/2010
,- I
OWNER INFORMATION
NAME: C bVito A 9-bSPsariP W1lyano5
ADDRESS: abate LlAc,&p 1��1(CL
CITY: -5FOr-� :T *, 2.rce— STATE: ZIP ;;L4G LRO
PHONE (DAYTIME): ( AD C1-1I • d l DA EMAIL:
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): (�
CONTRACTOR INFORMATION
STATE OF FLORIDAffRE��G./CERT #: RX I 10 (Q(D ST. LUCIE COUNTY CERT #: aL O / !'J
4
BUSINESS NAME: LO+V- 4I1XA'n-N n LLryN \INCOE)P►JCI'Z piurr,;nt,.m
QUALIFIER'S NAME: L)0
ADDRESS: @.S 53 an-rv-' 4:)131✓ L ' La
CITY: Vpa ra c b STATE: ZIP Z@2 Ujo
PHONE (DAYTIME): L14 FAX NO. -na.Sfo"1•3aNg email: b
ARCHITECT/ENGINEER: uCaSnc\ ShO f-4
ADDRESS: ZASO Cc�An)i i Do f)yE
CITY: Ve,m 6ecck STATE: ZIP 3-,:;o-CIt0l0
PHONE (DAYTIME): (lid �1?j Z51�
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC
ZONING REQUIREMENTS
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan.
❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for
inspection verification. ( not required for construction unrelated to storms)
OFFICE USE ONLY
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
Required
REPORT
�V
BIMS FEE
$
MISC FEES
$
TOTAL FEES
T$
CODE
BUILDING & ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
COMPLETE
07� "!�
1
31q� A2.0�
INITIALS
CERTIFICATION:
This application is hereby made in order 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.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO THIS PERMIT
1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of
Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not
exceed the footprint of the structure that was in existence prior to removal by the storms.
OWNrA OR CONTRACT R SIGNATURE
STATE OF FLORIDA �
COUNTY OF 3��an. K bl9p�
The foregoing instrument was acknowledged before me
me this .7 day of
J0, , 20 LA_,
by ��Unn w:11 aM5
who is personally known to me, or who has
produced -1�) L.r.
as
IMPORTANT
W!4n4J&Qw4
CONTRACTOR SI NATURE
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me
me this \?n_ day of D0.1lVa t' tj 201y >
by
who is personally known ✓ to me, or who has
produced
as
• TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE N
BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR
AFFIDAVIT.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COrTnTTY
FILE # 3916666 OR Bf' 3596 PAGE 2062, Recorded 01/21/20141 10:33 AM
Permit No. _
State of Florida
ft)l - 032,Z
County of St. Lude
NOTICE OF COMMENCEMENT
Tax Folio Na. +Li3?a ��i L�ig�D4�u
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):
Zo2Z ST )�Le 8�ad a4� Whig : rn Gwo e r - P 10g14jA . A-J I!A L••:y wyi n¢
3355 •ab3l
General description of Improvement: r+
Owner information or Lessee information if the Lessee contracted for the improvement:
Name G%J Wrt�ium- —oSeeYser:c �.lil�\6MC
A'1. llar.�_ 111Nr1 1D�- Z6ii
Interest in property: QL.Ofyo-c
Name and address of fee simple titleholder (if different from Owner listed above): r�
Contractor's Name: 4 \ nwrim
!I �� �' �•i�kty�jn klA(,•�i0n
Contractor Address h A Phone Number:-nZi.-Mal.32
5CIAG
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:
In addition to himself or herself, Owner designates of
Uenor's Notice as provided in Section 713.1311) (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.
(Signilliure of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
/it/�
6-4Ally /// A /n I
(Slg tory'sTitle/Office)
The foregoing Instrument was acknowledged before me this day o, 20M,
By
Name of
as fJLOr1er for
Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed
My Canxnl I- FFOON15
ExpYei 0.1l17..,?
Personally known_ or produced Identifrcation�.
Type of Identification produced 1�l, L
STATE OF FLORIDA
ST. LUCIF COlJ'J—ly
THIS IS TO CLI?TIFYTH TTHIc IC; A
OiIiGINi,�
Date:
roj
v.7 C'3
LLI
leeCil>
Ix
0 UJ Ir En Lu -cc d
cc p ;e Lu
LL- cn U
1 31
ST, LUCIE COUNITY B LNG DIVISIOI-�,
Co_� E
RE'v4ENATI) F2R� COi CE
REVIEW B yy
'1311T MUST JaPT OZ
DATE
N AN P ' MIT MUST BE laPT OINJ
OR NO VqSPECTIO-N WILL BE MADE,
�(�O(-03Z2
REVISION BY
E--(
0�
M
z
c/3 U U
Z E-
fir �4 b C
O
C/)
U)
HQ
P,
DRAWN BY: CC
CHECKED BY: LD
DATE: 12-23-05
SCALE: I" = 10'
DWG. #:
PAGE 1 OF I
REVISIONS
Il'
COLUMN COLUMN
9._7..
4
X
3" X 3" X 1/8"
COLUMN
3" X 3" X 118"
COLUMN
9 -7
EXISTING 4" THICK
CONCRETE DFU E
(TO REMAIN AS IS)
2<.
3"X3"X1/B'
COLUMN
5'
'd
X
y
3" X 3" X 1/8' 3- X 3- X 1/8"
COLUMN OPT 2" X 6' SMB COLUMN
EXISTING DOORS &
wwoows To
REMAIN A515
NOTE: KNEE BRACE @
EACH COLUMN W/ "X"
FLOOR PLAN
SCALE 1/8" = V-0"
EXIST. DRIVE
(TO REMAIN AS IS)
3" X 0.024' X ILB
/INTERLOCKING PANELS
12"O.H.
MAX. (ON END)
2°X6"X 0.050'SMB
2°X6"X 1.111"SMB
2°X4"X 0.045"
2"X6"X 0.050"SMB
K-BRACING (SEE
w DETAIL)(TYP.)
X
w
X
x
0
0
0 0
EXIST. 44 THICK
3
3 3
CONCRETE SU18
1//4 /Ff.
SIDE ELEVATION
SCALE 1/8" = V-0"
HICK
SLAB
REAR ELEVATION FRONT ELEVATION
SCALE 1/8- = I'-0" SCALE 1/8"
vpy
Lwt= (; ^
GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
3. ALL ROOFING PANELS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS UNLESS
OTHERWISE NOTED (SEE PRODUCT APPROVALS).
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
1. BUILDING CATEGORY II
2. FLORIDA BUILDING CODE 2010 EDITION & ASCE 7-10
3. BUILDING DESIGN IS PARTIALLY ENCLOSED
4. MEAN ROOF HEIGHT IS 10.5'
S. ROOF PITCH .25
6. INTERNAL PRESSURE COEFFICIENT +/- C.55
7. WIDTH OF END ZONE 3'
8. WIND SPEED IS 150 MPH (Vult) 3 SECOND GUST (Vasd = 116 MPH)
9. WIND EXPOSURE CLASSIFICATION: C
10. ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT 0.86
11. COMPONENT & CLADDING WIND PRESSURE ON ROOF:
ZONE 1= +17.5/-31.9 PSF
ZONE 2= +17.5/-4C.4 PSF
ZONE 3= +17.5/-6t.9 PSF
12. COMPONENT & CLADDING WIND PRESSURE ON WALLS:
ZONE 4= +27.3/-29.1 PSF
ZONE 5= +27.3/-32.1 PSF
13. LOADS:
FLOOR 40 PSF
ROOF/DEAD 6 PSF
ROOF/LIVE 20 PSF
WALL 18 PSF
14. SHEAR WALLS WERE CONSIDERED
15. A CONTINUOUS LOi0 PATH WAS PROVIDED
16. COMPONENT & CLADDING DETAILED
17. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE (EXISTING FOUNDATION)
ALUMINUM NOTES:
1. FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED W/ 1/2"DIA. WASHER UNLESS NOTED.
2. ALL FASTENERS TO BE 2024-T4 ALLOY, NON-MAGNETIC STAINLESS STEEL,OR CADMIUM PLATED
OR OTHERWISE CORROSION RESISTANT MATERIAL.
3. ALL EXPOSED SCREW HEADS TO BE CAULKED
4. SEAL ALL JOINTS W/ CONTINUOUS CAULKING
5. ROOF PITCH SHALL BE A MIN. OF 1/4" PER FOOT AND A MAX. OF 3" PER FOOT.SCREEN ROOM &
SHED SHALL NOT BE ATTACHED TO EXISTING MANUFACTURED HOME.
6. ALL ALUMINUM IS 6063-T6 MIN.
CONCRETE NOTES:
1%
1. STRUCTURAL CONCRETE IS PRESUMPTIVE TO CONFORM TO THE REQUIREMENTS OF ACI 301 AND \\\�
SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED \\
OTHERWISE.
`
2. ALL REINFORCING IS PRESUMPTIVE TO CONFORM TO ASTM 615 FOR GRADE 60 STEEL.
3. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION
OF Z
ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, EEC.
4. REINFORCEMENT FOR CONTINUOUS FOOTINGS IS PRESUMPTIVE TO BE CONTINUOUS AND
SPLICED WITH A FULL 25 INCH LAP. PROVIDE CORNER BARS
Z
5. CONCRETE IS PRESUMPTIVE TO BE 3000 PSI ON COMPACTED SOILS
3 V
�••r
SCOPE OF WORK:
% D
ip, -
%
1. INSTALL CARPORT PER PLANS &SPECIFICATIONS ABOVE.
6
*PLEASE CONTACT ENGINEER IF CHANGES ARE REQUIRED*
m N
a
o
� pyr
HT r
>CD 7
P9i
s
Z
_z
)RAwN JANUARY
Oly
ira;SON W. SHOR'I.PS.
n2-25?1- - • • •
`O
1\
CHCCKC � '`
SCALL
AS SI IOWN
SF-]EET
S-4
PEVISIONS
ROOF PANELS
3-3/8 "X 3-1/2" THI
@ EACH COL
2X6/8 SM
3X3X 0.090"C
CUT TO ACCEP'
BEAM /COLUMN ATTACHMENT
SCALE: 1" = V-0"
ATTACH 1/16- U-CHANNEL OR (2)
L-BRACKETS TO COLUMN/BEAM
W/ (3) 3/e" BOLTS. ATTACH BEAM
W/ (3) 3/8" THRU-BOLTS
(3) 3/8" THRU- BOLTS @
EACH COLUMN
12" MAX.
OVERHANG
4
2" X 6- X 0.050' X
0.120" SELF MATING
BEAM W/ (1) #8
S.M.S. @ 24" O.C.
TOP & BOTTOM
3° X 3" X 0.090"
COLUMN ON SLAB
CUT TO ACCEPT BEAM
OPT. FRONT/REAR 2- X 6'
X 0.046" X 0.300" SELF
MATING BEAM W/ (1) #8
S.M.S. @ 24" O.C. TOP &
BOTTOM
ATTACH W/ 1/16" U-CHANNEL OR
(2) L-BRACKETSTO BEAM W/ (3) 3/B"
THRU-BOLTS EACH WAY TO BEAM
2" X 8' X 0.072' SELF
MATING BEAM W/ (I) #8
S.M.S. @ 24" O.C. TOP &
BOTTOM
KNEE BRACE @ EACH
COLUMN W/ "X"
2" X 6'/8" SELF MATING BEAM
ADD 2- #30 % 2" SCREWS AS SHOWN
ATTACH KNEE BRACE TO COLUMN WITH 0.05W
24° 45' U-CHANNEL, H-CHANNEL, OR GUSSET PLATE
W/ (3) 912 X )"" SMS @ EACH MEMBER
(SCREWS MAY BE OMITTED ON BACKSIDE
DUE TO CLOSENESS TO HOUSE
2" X 4" X 0.045" MIN. KNEE BRACE
6" WIDE X y' THICK ALUM. PLATE ON
INSIDE ON BEAM SPLICE
ATTACH KNEE BRACE TO COLUMN WITH 0.050"
U-CHANNEL, H-CHANNEL, OR GUSSET PLATE
BEAM SPLICE MIN. OF
W/ (3) *12 X Y." SMS @ EACH MEMBER
678"FROM ROOF PANEL SEAM
(SCREWS MAY BE OMITTED ON BACK SIDE
DUE TO CLOSENESS TO HOUSE)
ADD 2- #10 X 2" SCREWS AS SHOWN
3°X3"X 0.090.
COLUMN
(4) #14 SMS EACH SIDE OF PLATE UP TO
4° C.B. (6) EACH SIDE OF 2" X 6" BEAM
2" X 6" X 0.50° X 0.120" SELF
MATING BEAM
CARRY BEAM SPLICE DETAIL
KNEE BRACE DETAIL
SCALE: 3/4" = V-0"
SCALE: 1" = 1'-O"
INSTALL FLASHING FROM
r EXISTING MANUFACTURED HOME
[TO NEW CARPORT ROOF
fXISTING
ANUFACTURED
OME
3" X C.024" X I LB
PANELS ATTACHED W/ Y" X 4" LAG
INTERLOCKING ROOF PANELS
BOLTS W/ FENDER WASHER @ 6"
FROM ENDS & 6" O.C.
3'X 3'X 0.090"
COLUMN ON SLAB
3° 6"
CUT TO ACCEPT BEAM
CONTINUOUS CAULKING
@ SEAMS
2- X 6"/B" BEAM
211 X 6" BEAM/COLUMN CONNECTION (CARPORT DETAIL)
SCALE: 3/4" - V-0'
ROOF PANEL ATTACHMENT DETAIL
SCALE: 1/2" = V-0'
2) 3/8" BOLTS @ EACH
COLUMN POST
12' X 3' X 1/8" ALUM
PLATE BOLTED TO
2" X 678" SELF MATING
BEAM W/ (8) #14 X
BEAM W/ (1) #8 S.M.S. @
314" S.M.S.
24' O.C. TOP & BOTTOM
3 X 3X COIC'
COLUMN
OPTIONAL BEAM CONNECTION DETAIL
SCALE: N.T.S.
u
N u
h-1 � C
C61 1-8 1
O
6 0
V z FILE CC)p
3' X 3" X 0.090"
COLUMN �{ p �+ : Z
(2) 11/32" HOLES (12) 11/32" HOLES
Iy�Ly\,�JI
L�
2" X 2" X %" MIN.
12�) 11132"
ANGLE
\ANGLE
N.T.S.
/
U-CHANNEL OR ANGLE ON
EACH SIDE OF COLUMN POST
W/ (2) 3/8' THRU-BOLTS
(4) 5/I6" X 2Y' TAPCONS
INTO CONCRETE SLAB
e
Q.. G .
EXISTING 4° CONCRETE
SLAB
COLUMN BASE CONNECTION DETAIL
SCALE: 3/4' = V-0"
SCALE
AS SI iOWN
S-2
r��