HomeMy WebLinkAboutSUBMITTED PAPPERSCERTIFICATION: 11
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 IF 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. I the Contractor / Owner Builder hereby certifies that the components being used, fastener type, and fastening pattern meet
all the proper design pressures for the structure located in the designated wind zones set by the county, along with
applicable tables 1606.2A, 1606.2B, 1606.2C, and 1606.21) of chapter 20 of the Florida Building Code and the Engineering as
submitted, and takes full responsibility for complying with the submitted calculations of the design pressures
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.
O R/CO OR SIGNATURE
STATE OF FLO A
COUNTY OF S
known to me or who has produced
-� as identification.
Signature of Notary
Thomas J DeLuca
Commissioni # DD442928
(SEAL)Expires June 30, 2009
�ef BanClO ?my Fan• mwmw, Inc a10.]aS]019
IMPORTANT NOTICES:
NT�OR SI&WATURE
STATE OF FLO2JP'k'
COUNTY O _
The foregoingg��r �qtment acknowledged
fore me thi�day of I�
of l ( who i onall
known to me or who has produced
as identification.
00'y PVe( Thomas J. DeLuca
(SEAL) * Commission # DD442928
%4` Expires June 30, 2009
• TWO (2) 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 THE APPLICATION.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL. 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.
Date:, , I , _ I , _I Fee Due: r-x I Receipt# I PeralitA
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
St. Lucie County Building and Zoning 06 I L - W I
2300 Virginia Avenue , ,� ,, ,�,}.^ • - Ft. Pierce, FL 34982-5652 SC L�ryt�l% t-�i� 772462-1553 BY
SLC- o-'- ►) - St. Lucie County
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
PROJECT INFORMATION rL 3 i q�
1. LOCATION/SITE ADDRESS: 5'003 �Q I e D�c y e s I /� t 1e C C'- 1 l• 1 p tP��' FL
2. S/D NAME: SITE PLAN NAME: -� 'ftf'j o Va6fi
3. PROPERTY TAX ID#: \31a DSO 1 O\ Sa D\]Dto
4. LEGAL DESCRIPTION (attach extra sheets if necessary): OD1,t0Wct �vrie5 �(p Rh c be lid'
�-
5. PLAT 6. PAGE 7. BLOCK 8. LOT
BOOK Z(i NO. I Z NO. 1,-t A NO. 3\�
C 1 Z5 00. 00)
9. PARCEL SIZE: ACRES/SQ FT. O • D'I LOT DIMENSIONS MO X I a S
Q A ✓I z� '
10. SETBACKS (ACTUAL) FRONTBACK: IS RIGHT SIDE: LEFT SIDE:
11. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N=New
A= Addition
R = Rebuild
SG = Slab on Grade
SR = Raised Slab
WD = Wood Deck
DIMENSIONS
SQUARE FEET OF
CONSTRUCTION
SCREEN ROOM
❑ NEW 9 EXISTING
X
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ SUNROOM
❑ NEW ❑ EXISTING
X
❑ SHED
❑ NEW ❑ EXISTING
X
�OOL ENCLOSURE
❑ NEW EXISTING
X
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
\ 3-1 O
❑ POOL FENCE
Linear feet
❑ ROOF SYSTEM OVER
EXISTING ACCESSARY STRUCTURE
❑ NEW ❑ EXISTING
X
❑ OTHER:
❑ NEW ❑ EXISTING
X
TOTALSQUARE FEET OF CONSTRUCTION
t
12. VALUE OF CONSTRUCTION: $ \Z1"O-00 '
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 R".8116106dmg
OWNER INFORMATION
NAME: _ � e t i'rV1 p e� ' I k O DVD—o�—
ADDRESS: _\3yneS C_tnC A.2
CITY: 1�:� STATE: IFL c ZIP
PHONE (DAYTIME): (-7?A y l0 10 ` 343 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): L�
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #: 5'A9 2b ST. LUCIE COUNTY CERT #:
BUSINESS NAME:
QUALIFIER'S NAME:I�s7\n
ADDRESS: '\S\\ g� �nA S� �i Lt e bW 'D
CITY-7R,0VZy 5� STATE: Lr zip 15
PHONE (DAYTIME): 1�)) �Yl - 04 eg FAX NO. ti-7a - SCAT- CID59 email:
ARCHIT/ENGINEER:C.
ADDRESS: \ C1 So -�3 >✓ \`1C1b isy e-
CITY:W \�\\G-%r, STATE: 1 ZIP 3a,ba10
PHONE (DAYTIME): 4 ' S a Q ' 1)08'O
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)
ZONING_ '
SECTION
I'Z
TOWNSHIPS
RANGE
MAP NO.
1125
Additional
Yes
ZONING
KS _ q.
LAND USE
LOT CVG %
Permits
no
O
REPORT
CODE
-7 1 `
BIMS FEE
$
MISC FEES
$
TOTAL FEES
$
B_ V"1NG & ZQIVING
R_ EVIEW:.
REVIEWS
ZONING
ZONING
PLANS
MISC.
VEGETATION
REVIEWED BY
EXAMING
DATE
rr
COMPLETE
INITIALS
L w v
LIWU
PLAN RE`,.. r ,PW SPECIFICATION CK-
PLEASE PROVIDE ONE OF THE FOLLOWING:
❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license.
❑ 2 Sets of Detailed Plans: Designed in accordance with either AAF Guidelines or another approved Engineer's Manual.
❑ 2 Design Checklists from an Engineer's Manual (if applicable), completely filled out with original, and approved signatures
affixed thereon.
❑ I choose to use the approved County Aluminum Plans and Specifications for this project and will not need to comply with
(1) below.
(1) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT
APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF
A SUBMISSION.
• All plans and specifications must follow the checklist if using an Engineer's Manual and checklists may apply from multiple
chapters.
• All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 11" or larger.
• All relevant tables & details, if using an Engineer's Manual, must be properly highlighted and must match design checklists
& drawings.
• The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified
thereon.
• All elevations must be shown, including 4" wall detail, dimensions and all material must be sized and identified.
• All primary and secondary carrier beams, spans, spacing gauges must be shown [Example: 2" x 8" x .072"].
• All methods of fastening or other details which are relevant to the design must be identified on the Plans.
• All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"].
• All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be
sized and identified.
• All ridge beams and super gutter or fascia attachments must be identified.
• All roof pans or composite panels, with gauges and spans, must be sized and identified.
• All footing, slab and ISO pier. designs must be on the plans, per the Architect / Engineer's plans & specifications.
All'light;metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 20.041-Chapter 20,
— -
• Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, 'self -catching
gates with picket spacing.
(II) SITE CONSTRUCTED SHEDS, -HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: n
(A)_2 copies- of the current product approval [i.e.-N.O.A. or State of Florida approval] .witfi the proposed `.`opening;' component
,ghighted and with fasteners and degign•p,ressirres, per FBC 1714, clearly identified. �j )' , , 1
(B) 2 electric schematics, in accordance with the N.E.C., if applicable. - -
(C) Design pressures, per Table R 301.2 (2), identified on the openings of all Plans.
(III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAM .
SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE.
(IV) SUNROOMS (as:defined in R202 or FBC1202.1) MAYBE CONSTRUCTED, SO LONG;% THEY MEET ALL OF THE
ABOVE REQUD MENTS WMUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NS dI0d& AND MEET THE
OWI FOLLOWING ADDITIONAL ITEMS:
(1) The designer of engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition.
(2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2A and 3.1.2.5, proper energy
calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of
Florida Building Code.
(V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS
(Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 4" wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial
number and current owner's name and street address.
(b) That the complete guide to H.U.D. specifications be strictly adhered to.
(c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall
assume full responsibility for both structures' integrity by site specific documentation.
BP #:
�<
{
t3
ONLY'
TION:
F
12.
TOWNSHIP:
3[�^J
RANGE:
3-lE
MAP NO.:
]3/1
12S
ZONING:
�S/- A-
LAND USE:
P,
LOT CV3o
TAZ NO.:
FLOOD ZONE:
X
FIRM MAP #:
D F
1 ST FLR ELV:
MAX HGT:
3S
CST TYPE:
OCCP TYPE:
MAX. OCCP:
# OF FLRS:
WATER:
SEWER:
SPRINKLERS
STORMWATE
R
LOT OF REC (befr 1190)
LOT OF REC (aftr 1/90)
LOT SPLIT
LOT SPLIT
READ
APPRVD
'DECAL
LIBRARY A
PARKS A
PERMIT
NUMBER
IMPACT FEE
IMPACT FEE
FEE
REPORT
PUBLIC BLDG
HABITABALE
RADON FEE
CODE
IMPACT FEE
AREA
(RADON)
Y N
ROAD
GROSS ROAD
CREDIT
TOTAL ROAD
IMPACTZONE
IMPACT FEE
IMPACTFEE
DUE
NAVnIZr�4
-
SCHOOL „
'.,
CREDIT
_- '- -;
TOTAL
' IMPACTFEE
?::
SCHOOL
'
-
IMPACT FEE
.
POLICE FEE
FIRE FEE
MISC FEES:
-
TOTAL
POLICE/FIRE/
MISC. FEES
Y
N
ADDITIONAL
SPECIFY:
TOTAL ALL
PERMITS
FEES
REUD
°
"�•°.
/;ZONING
i'ETATIONv
"•
REVIEWS
ZONING '''
PLANS
-, .SEA
MANGROVE
IREVIEWEDBY
EXAMINING
TURTLE •
- ;.
DATE��
/-
COMPLETE
INITIALS
r
ogre_
DATE FILED: / 'f
PLAN REVIEW FEE: S• lJ RECEIPT NO.:
PERMIT NUMBER:
CERT. CAP. NO.:
Nod- 617�
ALL INFO MUST BE COMPLETE u FILLED IN TO BE ACCEPTED
O\e COGy ST. LUCIE COUNTY PUBLIC WORKS
® BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
20R1�P FORT PIERCE, FL 34962-5652
772-462-1553//®
APPLICATION for BUILDING PE
z )
CERTIFICATE of CAPACITY/ZONING COMPL CE
1. LOCATION/Sl-
2. S/D NAME:
3. PROPERTY TAX ID #:
4. LEGAL DESCRIPTION (attach extra sheets if necessary):
3Lf�
5. PLAT_. 6. PAGE
BOOK _ 2-0 NO. 1-21,12A7L
(125w,00�
MR
30s f
9
7. BLOCK .8. LOT.
NO. ��-fS- NO. 3(/7
9. PARCEL SIZE: ACRES/SQ FT. � r ZCI LOT DIMENSIONS 100' X I26
10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: 62.reEAJ �hRl f'DSu-r6
SETBACKS(ACTUAL) FRONT:
BACK: 151 RIGHT 3�' / LEFT
SIDE SIDE: /
TYPE OF CONSTRUCTION (Check all appropriate boxes)
[ANEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION
[ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL
[ ] OTHER (SPECIFY)
DESCRIPTION OF PROPOSED USE: F ��Ct.Ia•Sfc_2
Sq. Ft./CONSTRUCTION: 7J 15. Sq. Ft. 1 st Floor.
VALUE OF CONSTRUCTION: $ I7-,
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question andlof modify the
Indicated value of construction if it is demonstrated that the submitted figuresare 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 applicAon.
SLCCDV Form No.: 001-02
OWNER INFORMATION:
NAME: iZ Q t7b
ADDRESS: �. P_5 LC,:-�.�'L.
CITY: l7 EYCe— STATE: ZIP
PHONE (DAYTIME): ri7;t1 `Y6 LP — )38-3
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS
BELOW.
FEE SIMPLE TITLEHOLDERi
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): _( I
CONTRACTOR INFORMATION
ST. of FL REGJCERT o: asa�jSS y 7 �Ip ST. LUCIE COUNTY CERT #: ?v G I
BUSINESS NAME:O,( U (SS(C 'I 00t S t
QUALIFIERS NAME:
^ ®CI I A- �-- le u e_
ADDRESS: `X,SII J� 25; L. PV1) r -7
CITY: \S t- STATE: 1' CZIP 3�yJ K
PHONE (DAYTIME): L%7oZ1 3 3 7 -DRIB 8 FAX NO. �-JP
ARCHITIENGINEER:
ADDRESS: Tr 1 ASO1 N •Fri �-I O Ave -
CITY: IhJ l S�o LI STATE: Lb1U DID, ZIP 3969t4
PHONE (DAYTIME): .3�Sa 1 50� Cj ^ CDRD ..
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE:
STATE:
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, ETC., not otherwise included with this building permit application.
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: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. TITLE. AND
INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF THIS PERMIT YOU
PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN
LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and_that all work will be done in compliance
with all applicable laws regulating coWz:onrin
OW ONTRACTOR SIGNATURE CONTAACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF S� 1.Lju 1P_
The foregoing j�strument was acknowledgq�dd"���",,
1I be f re me this d f _ G , 20blo, by�l°ktyluc�
V who is rsonall known to me or who
has Rroduced as identification.
Signature of Notary
Type or Print Name of Notary
ZIP , Notary Public Title
�Commlsslp umher
qe, Thomas J. DeLuca
(seal) * } \ + Commission # DD442928
9' OFOOF W o`�E�xpmves - hwi3n`une 30, 3XO _0 9
ZIP
STATE OF FLO IDA
COUNTY OFF, i .0 r� Q�
The foregoing i trument as acknowledged
before me this !Fay of G 20by
SRa� (.AEla , who is p ersdrApily known me
or o has produgomd as identification.
Signature cY Notary
Type of Print Name of Notary.
Notary Public Title
CommissionhrmJ
oft . DeLuca
Commission # DD442928
(seal) �oF a Expires June 30� 20009 -
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED.
IMPORTANT"NOTICE: When a permit is issued and it is not picked up within 60 days 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.
after notification it will be voided and returned to you by mail.
GENERAL NOTES AND DESIGN PARAMETERS:
1. THIS OVERALL DESIGN COMPLIES WITH THE GUIDLINES DEFINED IN CHAPTER I6 AND CHAPTER 20, FLA. BLDG. CODE
2004, AND 15 BASED ON THE FOLLOWING PARAMETERS:
A. WIND SPEED: 140 MPA, 3-SECOND GUST
B. EXPOSURE CATEGORY: 'B'
"C. DESIGN PRESSURES: SIMULTANEOUS LOADING WITH ROOF 9 6 P.SF, WALLS a IS P.SF. (PER TABLE 7002A, F.B.C. 2004)
D. MAXIMUM HEIGHT: 300' (LARGER J055 REQUIRE 51TE-SPECIFIC DESIGN BY THE ENGINEER OF RECORD, AND
MAY BE SUBJECT TO MORE STRENGENT DESIGN PARAMETERS)
E. ALLOWABLE DEFLECTION: 'L' / 60 (AS SPECIFIED IN TABLE 9610.1, FOR NON -HIGH VELOCITY HURRICANE ZONES)
F. CONTINUOUS LOAD PATH IS PROVIDED
2. MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD)
A. ALL EXTRUSIONS: ALUMINUM ALLOY 06063-T6 (NOTE! SPLICE PLATE MATERIAL MAY BE FROM ALUM
INUM
ALLOY r6061-T6, IF THIS ALLOY 15 MORE READILY AVAILABLE TO THE CONTRACTOR).
B. FASTNERS: ALUMINUM ALLOYS 12024-T4 4 0101546, DOUBLE CAD -PLATED STEEL, NOT -DIPPED GALVANIZED STEEL,
OR 300-SERIES STAINLESS STEEL. IT IS THE RESPONIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION
OF DISSIMILAR MATERIALS A5 THEY ARE DEFINED IN SECTION 020038.4. HE / SHE MAY IMPLEMENT ANY OF THE
MEANS LISTED IN THESE SECTIONS. ANY ALTERNATE MEANS MUST BE REVIEWED AND APPROVED IN WRITING, BY THE
ENGINEER OF RECORD, PRIOR TO ANY INSTALLATIONS UTILIZING THE SUBJECT METHOD.
SVINYL-COATED,-WO FI ASS q
G. SCREEN CLOTH HALL BE YEN BERfsL MAXIMUM DENSITY OF IS x 14 (58 OPEN, MINIMUM).
3. ALL FASTENERS THAT PASS THROUGH ANY EXTRUSION INTO CONCRETE, MASONRY, WOOD, OR OTHER ALUMINUM
EXTRUDED FRAME MEMBER, MUST HAVE A 516-INCH DIAMETER WASHER (MINIMUM), AND BE NO Mn THAN 24 INCHES
CENTER -TO -CENTER SPACING (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD).
4. ALL FASTENERS ADJACENT TO COLUMNS THAT DO NOT REQUIRE REINFORCING ANGLE CLIPS, MUST BE PLACED
WITHIN 4 INCHES OF THE UPRIGHT (ON BOTH SIDES). (REFER TO GENERAL NOTE 03 FOR SPACING SPECIFICATIONS)
5. ANY SCREEN ROOF ENCLOSURE THAT MEETS ANY OF THE FOLLOWING PARAMETERS SHALL REQUIRE THAT THE
SITE -SPECIFIC / LAYOUT DRAWING BE REVIEWED AND SEALED BY THE ENGINEER OF RECORD (THIS SHALL SERVE
THE PURPOSE OF ENSURING THAT THERE ARE NO EXTREME PARAMETERS THAT MAY EXCEED THE LIMITATIONS OF
THE GENERAL DESIGN SPECIFICATIONS CONTAINED WITHIN THI5 DESIGN DOCUMENT).
A. ANY SCREEN ROOF ENCLOSURE THAT CONTAINS ANY ROOF BEAMS THAT EXCEED A SPAN OF 40 FEET.
B. ANY SCREEN ROOF ENCLOSURE THAT CONTAINS WALL COLUMNS THAT EXCEED 12 FEET IN HEIGHT (AT ANY
POINT ON THE ENCLOSURE)
C. ANY SCREEN ROOF ENCLOSURE THAT CONTAINS ANY ROOF BEAMS THAT ARE NOT SUPPORTED ON ONE
END BY THE HOST STRUCTURE (ANY 'FREESTANDING' BEAMS).
D. ANY SCREEN ROOF ENCLOSURE THAT UTILIZES ANY CARRIER BEAMS (BEAMS THAT SUPPORT THE ENDS
OF ANY OF THE OTHER ROOF BEAMS).
E. ANY SCREEN ROOF ENCLOSURE THAT 15 BEING INSTALLED ONTO AN EXISTING SOLID ALUMINUM ROOF
STRUCTURE OR IN COMBINATION WITH A PROPOSED SOLID ALUMINUM ROOF STRUCTURE (IN WHICH THE
EXISTING OR PROPOSED ALUMINUM ROOF STRUCTURE EITHER PARTIALLY OR LU40LLY SUPPORTS ANY
PART OF THE SCREEN ROOF ENCLOSURE).
6. IF A PROPOSED SCREEN ROOF ENCLOSURE 15 FULLY SUPPORTED (TO ITS FULL HEIGHT) ON TWO SIDES, BY THE
CONCRETE ANCHOR SPECIFICATIONS:
ALL CONCRETE ANCHORS SPECIFIED ON THI5 DETAIL
SHEET ARE MANUFACTURED BY 'RED HEAD' ANCHORING
SYSTEMS, AS ALL LOAD CAPABILITIES ARE BASED ON
TEST DATA FURNISHED BY RED HEAD IN THEIR PRODUCT
AND RESOURCE BOOK. NO SUBSTITUTIONS OF ANY OTHER
MANUFACTURER'S CONCRETE ANCHORS IS PERMITTED
WITHOUT SUBMITTAL OF THE COMPANY'S TEST DATA (TO
VERIFY EQUIVALENT LOAD CAPACITIES) AND A WRITTEN,
SIGNED AND SEALED LETTER OF AUTHORIZATION FROM
THE ENGINEER OF RECORD. ANY UNAUTHORIZED ANCHOR
SUBSTITUTION SHALL BE DEEMED NON -COMPLIANT WITH
THIS DESIGN. THE ANCHORS TO BE USED FOR APLOCATION5
SPECIFIED IN THIS ENGINEERING DESIGN PLAN ARE AS
FOLLOWS:
1/4' DIA FASTNERS: RED HEAD ITW TAPCON (SEE INDIVIDUAL DETAILS
FOR MINIMUM EMBEDMENT DEPTH INTO CONCRETE)
MINIMUM FOOTER TABLES
MONO
MAX ISM.
FOOTER
SPAN
8' x
W.UPIM
TO 39,
8' x 12' WITH
(I)'50 coNT.
UP TO 41'
10' x 12' WITH
(U 50 CONT.
UP TO 46'
12' x 12' WITH
(2) 50 CONT
UP TO 55'
ISOLATED
MAX. BM.
FOOTERO)
SPAN
12' x 12' WITH
(2) 50 CONT.
UP TO 30'
12' x 16' WITH
(2) 50 CONT.
31' TO 39'
14' x 16' WITH
(2) 50 CONT.
0' TO 44'
IS' x 16' WITH
44' TO 52'
(2) 50 CONT.
IF A JOB EXCEEDS THESE PARAMETERS, THE FOUNDATILYV
MUST BE BITE-SFECIFICALLY DESIGNED BY T14E ENGINEER �
MONOLITHIC FTC. LOAD CAPACITIES ARE BASED
ON A MIN. OF 3 FEET OF CONT. CONCRETE, 2�500 PSI
MINIMUM, W/ WIRE OR FIBEWESH REINFORCEMENT
3/8' DIA. FASTENERS: 3/8' TRU BOLT WEDGE ANCHOR (SEE INDIVIDUAL (01SOLATED FOOTERS MAY BE USED
(OPTIONS) DETAILS FOR QUANTITY OF FASTENERS NEEDED) ON EDGE OF EXIST. CONC. SLAB
(MINIMUM EMBEDMENT SHALL BE 3' INTO CONCRETE OR UNDERNEATH THE PERIMETER
OF BRICK PAVER DECK MALL SIDES)
UNLESS OTHERWISE SPECIFIED IN ANY DETAIL)
3/6' LARGE DIAMETER TAPCON (LDT) (SEE INDIVIDUAL
DETAILS FOR QUANTITY OF FASTENERS NEEDED)
(MINIMUM EMBEDMENT SHALL BE 21i2' INTO CONCRETE
UNLESS OTHERWISE SPECIFIED IN ANY DETAIL)
PLEASE REFER TO RED HEAD RESOURCE MANUAL
FOP: ACTUAL LOAD CAPABILITIES AND MINIMUM EDGE
AND.CENTER-TO-CENTER DISTANCES, AS THESE VALUES
ARE THE BASIS FOR ALL DESIGN SPECIFICATIONS SHOWN
Oil THIS DESIGN DETAIL.
HOST STRUCTURE, THERE WILL BE NO LATERAL WIND BRACING (ROOF OR WALLS) REQUIRED. (PLEASE NOTE FOR BRICK PAVER INSTALLATION:
THAT ALL OF THE CRITERIA SPECIFIED IN GENERAL NOTE 5 ABOVE, STILL APPLY, EVEN WHEN THE PROPOSED
ENCLOSURE IS FULLY SUPPORTED TO ITS FULL HEIGHT ON TWO SIDES) FOR INSTALLATION ON A BRICK PAVER DECK, THE ONLY FASTNERS THAT
1. SCREEN DOOR(5) MAY BE LOACTED INTO ANY SCREEN WALL PANEL, EXCEPT FOR THOSE THAT CONTAIN WILL MEET THE DESIGN CRITERIA INDICATED WITHIN THESE DESIGN SPEC.'S
DIAGONAL 'K' BRACING (AS PER OWNER SELECTION). ALL SCREEN DOORS SHALL BE SELF -CLOSING AND _ ARE THE RED HEAD TRU BOLT WEDGE ANCHOR (3/8' x l'), WHICH BASED
SELF -LATCHING. ON 1/8' ANGLE, I x 2 O.B., 211/8' THICK BRICK PAVER AND A MAXIMUM MORTAR
8. COPIES OF THIS ENGINEERING DESIGN DETAIL SPECIFICATION DRAWING (ALL SHEETS) ARE ONLY TO BE VALID BED THICKNESS OF 3/4'. THIS SCENARIO WILL STILL MEET THE MINIMUM
FOR PERMITTING PURPOSES OR FOR DESIGN CERTIFICATION FRPOSES WHEN ALL SHEETS OF ANY SUBMITTED FASTENER EMBEDMENT. IF ANY OF THESE CONTRIBUTING FACTORS EXCEED
SET BEAR THE ENGINEER'S ORIGINAL SIGNATURE (IN BLUE INK) UNDER HI6 EMBOSSED SEAL. NO SETS OF THESE THE DIMENSION,�L BREAKDOWN INDICATED, THE JOB MUST BE PRESENTED
SPECIFICATION DRAWINGS SHOULD BE ACCEPTED, OR CONSIDERED VALID IF THE DATE UNDER THE EMBOSSED
SEAL 15 MORE THAN 90 DAYS OLD TO THE ENGINEER OF RECORD FOR SITE -SPECIFIC ANCHORING DESIGN.
9. ANY ORIGINAL SIGNED (IN BLUE INK) AND SEALED SITE -SPECIFIC DESIGN DRAWINGS, ALONG WITH ITS SITE -
SPECIFIC SPECIFICATIONS, SHALL ONLY SUPERCEDE THESE DE51GN SPECIFICATION DRAWINGS, WHEN IT IS
SPECIFICALLY STATED ON THE SITE DRAWING AND THAT S1TE DRAWING 15 DEFINED AS A 'SITE-5PECIFIC'
DESIGN
INTERNAL CONNECTION SPECIFICATION (UTILIZING SCREW BOSSES)
ALL INTERNAL CONNECTIONS UTILIZING THE EXTRUDED SCREW BOSSES SHALL HAVE
A MINIMUM OF TWO (2) 010 SMS SCREWS, WITH A MINIMUM EMBEDMENT INTO THE SCREW
BOSS OF 1 3/4' (UNLESS OTHERWISE SPECIFIED ON THE CONNECTION DETAILS THAT
ARE SPECIFIED ON ANY PAGE OF THIS DESIGN DOCUMENT.
SCREEN PANEL INSTALLATION SPECIFICATION:
PLEASE NOTE THAT ALL SCREEN PANEL OPENINGS (BOTH ROOF AND
WALLS) SHALL BE INSTALLED ON ALL FOUR SIDES WITH SPLINE (INDEP-
ENDANT OF ALL SURROUNDING PANELS). THE'ONLY FRAMING COMPONENTS
THAT ARE NOT REQUIRED TO HAVE SPLINE INSTALLED IN THEM ARE ALL OF
THE DIAGONAL WALL AND ROOF BRACING.
SCREW SPACING AND EDGE D15TANCE SPEC.'S
THIS TABLE IS BASED CN THE PROPERTIES OF C-1022 LOW CARBCN STEEL SMS
AND SELF-DRILLIW4 (TEK) SCREWS, WHICH ARE AN INDUSTRY STANDARD SCREW.
SCREW SIZE
NOMINAL SCREW
DIAMETER (IN.)
MIN. EDGE
DISTANCE
MIN.'CENTER-TO-
CENTER DISTANCE
°8
0.156
5/16,
l/16'
90
0.188
3/8,
1/2'
112
0219
1/2'
r5J8'�
94
0250
5/8'
I3/4' ij
U
SNAP / LAP JOINT
CONNECTION NOTE:
ALL FRAMING MEMBERS ON ANY
ENCLOSURE THAT UTILIZE SNAP
OR LAP JOINT IN THEM SHALL
HAVE 92 TEKS INSTALLED THRU
THE SNAP OR LAP CONNECTION
AT 18 INCHES ON CNTR. (TYP).
THESE TEK SCREWS ARE TO BE
PLACED ON BOTH EDGES OF
THE UPRIGHT (BOTH THE INNER
AND THE OUTER EDGE) IN ALL
CASES. THIS SPECIFICATION
APPLIES TO UPRIGHTS AND
BEAMS BOTH.
GIRT (CHAIR RAIL) AND PURLIN
SPACING SPECIFICATION NOTE:
ALL 2 x 2 H GIRTS (CHAIR RAILS) LOCATED
IN THE SCREEN WALLS AND ALL PURLING,
LOCATEDIN THE SCREEN ROOF SHALL NOT.,
EXCEED 8' 0' CENTER -TO -CENTER SPACING
EXIST. HOUSE FASCIA NOTES:
I. THE EXISTING HOUSE FASCIA OVERHANG SHALL NOT
EXCEED 2' 0' (24 INCHES) FOR THI5 INSTALLATION.
IF THE HOUSE OVERHANG EXCEEDS THI5 DIMENSION,
THE JOB MUST BE PRESENTED TO THE ENGINEER OF
RECORD FOR SITE-5PECIFIC FASCIA REINFORCEMENT
DESIGN.
2. IT BHALLT,76EjTHE/RESPONSIB[LITY OF THE INSTALLING
NTRACTOR TO INSPECT AND INSURE THE CONDITION
IOF HEJEkISTINCs]FA5CIA, TO DETERMINE IF IT 15 IN GOOD
ii O H CONDITION TO SUPPORT THE PROPOSED SCREEN
ENCLOSURE (PRIOR TO ITS INSTALLATION)
8
O 0 O
c
o
5
I W Lu
OG �Lu is
w z
o C-21 o
Ua��wa
LL a p
z_5Qt8W
>
9-F3'j5 �
mztougi
pCWW
z4Rdwwi
f
a
ul g
z
cgs - {¢�
LL p
ui 306 i
i� diic2
b
BEAM SPANS AND COLUMN SIZES ON THIS SHEET ARE BASED ON SIMULTANEOUS
LOADIN(s, AS DEFINED IN TABLE 02002.4, F.B.C. 2004, FOR 140 MPH WINDS, FOR
EXPOSURE CATEGORY 'B' (18 P.SF. WALLS, (o P.S.F. ROOF, 10 P.SF. LIVE LOAD)
FLAT SIMPLE ROOF BEAM SCHEDULE FORFATWAUS,Le wx04oMPH,Elwms1
DIMENSION
ROOF
PANEL
WIDTH vs BEAM
SPAN (FOR MAX WALL HEIGHT OF IV 01
SIB
Tt I
Tw
6' 0'
T W
T W
S W
S 0'
Sr
9 0'
4' 6'
I NO'
2x2 SN
.044 1
.044
4' 10'
5' 0'
5' 3'
5' 5'
Val
5' 10'
6' 2'
0 6'
6' II'
.055
.055
I'll
1' 4'
T 1'
1' 11'
8' 3'
WV
Vol
9' V
10' 0'
.045
.045
I'll'
8' 2'
8' 6'
8' V
9' 2'
9' V
10' 0'
10' 6'
II' 2'
.100
.045
10' 9'
II' 2'
II' 6'
12' 0'
IT 5•
13' 0'
13' 1'
14-4-
15' 3•
116
.050
13' I'
13' 6•
14' 0'
14' 6'
IS'?
15' 9'
161 6'.
ill V
1815,
.120
.050
13' 1'
14'0'
14'6'
15'0'
15'8'
IV 4'
I7'1'
18'0•
19'I'.120
UL
.057
14' 9'
15'2'
15'9'
16'4'
ITO'
IT9'
10' 1'
19'l'
20'9'
.224
.072
18-0'
IB' 1'
IS' 2'
11' I1
20'5
21' 1'
22'1'
23' Y
25' 2'
209
.072
21'9'
21' 5'
23' 2'
24. 0'
25'0'26'I'21'3'
2B'8'
30'4'
.308
.082
26' 9'
21'8'
20' 1'
29' V
30' 9'
32'1'
33'1'
35'3'
3TV
31' 1'
32' 1'
33' 8'
1 34' 9'
36- 2'
1 31' 8'
39' 5'
41' V
43' W
0) REPRESENTS SPAN VALUES THAT ARE DEFLECTION -LIMITED
A
HOST STRUCTURE WIT
STRUCTURAL GUTTER
H05T STRUCTURE WITI
STRUCTURAL GUTTER
ANMFUIBi'hPP7aNS ARE.EASp= OLCE'O'
FOR HALF -MANSARD BEAM SPANS, USE
VALUES SHOUIN IN 'MANSARD BEAM
SPAN TABLE (SAME MAX. SPLICE ANGLE
(30') APPLIES TO HALF -MANSARD BEAMS)
HOST STRICTURE WIT]
STRUCTURAL GUTTER
BEAM SPAN CALCULATION NOTE:
THE SPANS IN THESE TABLES ARE BASED ON BOTH THE HOST STRUCTURE
MOUNTING POINT AND WALL HEIGHT BEING THE SAME MEASUREMENT
MANSARD I CENTER PEAK GABLE ROOF BEAM SCHEDULE Leo NAx. mom Elw.'B'I
`THIS SPAN TABLE IS LIMITED TO A MAXIMUM VERTICAL RISE OF X 0' (361'
DIMENSION ROOF PANEL WIDTH vs BEAM SPAN (FOR MAX WALLHEIGHTOFB'0)
812E
Ty Tw
, A T 6' T 0' Well 6' 0' S 8' S 0' r4' 6"> 4' 0'
2x4 SN
.045
.045
294 L
.100
.045
9' a
t285 -9
.HB
A50
V 3'
II' 0'
12' 8'
4=4
I6' 6'
24 L
.120
.050
910,
1011,
1212,
15, 9'
2117 L
.120
.057
8' 2'
r4l-,
10' Y
12' 2'
13' 1'
I
15' '
I6' l'
la' b'
20' 4•
L3
E2241
.
Y15' l'
ITV
19' 1'
20' 4'
21' 9'
23- 4'
25'3'
2x9 L
.208
.072
21' 9'
23' 2'
24' P
25' 0'
26' 1•
21' 3'
28' 8'
30' 4'
24
= 306�
-.082-
26',9'-
28' 1'
29' 8'
30' 9•
32, I'
33' 6'
35' 3'
31' 3'
2x10 L
1 .389
1 .092
31'9,'
32' 6'
33' 1'
34' 9'
36' P
31' 1'
39' 6'
41' 5'
43' 8'
MANSARD / CENTER PEAK (GABLE) ROOF BEAM SCHEDULE, t ea MNL (14o MPH, m i7
'THIS SPAN TABLE IS LIMITED TO A MAXIMUM VERTICAL RISE OF 3' 0' (36T
DIMENSION ROOF PANEL WIDTH vs BEAM SPAN (FORMAXWALLHEIGHTOFIT01
SIZE
TT Tw
IWO, TW T0' S6' SW 66' S0' NW 4'('
2x4 SN
.045
20 L
.100
20 L
.116
all,
1113,
2x6 L
.120
21(7 L
.1202x8
2Z57
L
.22A
13'2'
14'9'
16'1'
18'3'
20'2'2x9L
.209
20'8'
22' 2'
23'a'
25'5'
21'4'
29'4'2x9L(H)
.306
2T 8'
28'1'
29'8'
30'9'
32'1'
33'6'2x10L
32' 6'
33' 1'
34' 9'
36- I'
I 3T T
39' 6'
MANSARD / CENTER PEAK GABLE ROOF BEAM SCHEDULE L'90 MAX (14o MF11, E*.-9
'THIS SPAN TABLE IS LIMITED TO A MAXIMUM VERTICAL RISE OF TO' (36')'
DIMENSION ROOF PANEL WIDTH vaBEAM SPAN (FOR MAX WALL HEIGHTOFIB'01
SIZE
Tf Tw
I SU' rW T0' SW S0' 66` S0' N6' N(r
2x4 SN
.045
.046
2A L
.100
.045
2x5 L
.116
.050
2x6 L
.120
.0W
2x7 L
.120
.057
11' 4'
2xB L
.921
.072
8' 9'
II' 6'
14' 0'
I6' 4'
18191
21' 1'
2x9 L
.208
.072
13-a'
15' 4'
Il' 2'
IS' 0'
21' 0'
23' 0'
25' 2'
21' 1'
30' 3'
24 L
.306
.082
24' 3'
25' 9'
21' 4'
29' 2'
A' 0'
33' 1'
35' 4'
38' 0'
40' 9'
2x10 L
.389
M
31' 6'
32' W
33' 1'
34' 9'
36' 1'
31' V
39' 6'
41' 5'
43' 8•
MANSARD BEAM SPANS OF LESS THAN 8' 0' ARE OMITTED FROM THIS TABLE
�-1
ALL 'TUBE' SHAPES SPECIFIED ON
-LC J
LL J
Tr
^
THE DETAILS WITHIN THESE DETAIL
(040 MINJ
T
o
SHEETS SHALL HAVE THE SFECIFIED
I x 2
2'
LAP' ^
DETAIL i
;+
WALL THICKNESSES ON ALL FOUR
WALLS
..
=
�
�Tw
Tr
2 X 2 H
SNAP'
[)ETA[
m
�;
Tw
Tf
WALL COLUMN SCHEDULE (COLUMN SIZES VS. WALL PANEL WIDTH
L160 MAX ALLOWABLE DEFLECTION (140 MPH, EXP,'B',18 P.S.F. DESIGN LOAD)
SIZE
DIMENSION
WALL PANEL WIDTH
va
COLUMN
HEIGHT (DESIGN PRESSURE-18 P86
Tf
Tw
4I0'i
T (r
I r 0'
1 S 6'
WOO
SON
I Sir
4164
NW
2x3 SN
.055
A55
5' 9'
5111,
6' 1'
6' 4'
W l'
6' II'
1' 3'
T 8'
0-1-
26 L
.055
.055
5113,
5111,
611,
6' 4'
VI'
V II'
TV
T 8'
8' 1'
--
611,
6110,
I'll
T 4'
1' 8'
all,
8' 6'
910,
8' 5'
8' 9'
9' 1'
9' 5'
9' 10'
104'
10' 11'
II' 1'
100J
1450g
106'
10' 10'
II' 3'
II' 8'
12' 3'
12' 10'
13' 6'
14' 4'
2x6 L
A20
11' 1'
12' 0'
12' 5'
12' 10'
13' 5'
14' 0'
14' 8'
15' b'
16' 5'
2x7L
.120
IT 1'
14' 1'
14' 1'
15' 2'
15' 10'
I6' 8'
ITT
18' l'
2x6 L
.224
15' 5'
1V 11'
I6' 6'
Il' 2'
18' 0'
18' 10'
19' 10'
21,0
2x8 L
.200
J.-00072
E2?
IT 4'
ill II'
IB' 8'
19' 5'
2013,
21' 3'
22' 5'
23' 9'
21®L
306
22'9'
13' 1'
24'6'
IV 6•
26'8'1l'
10'
29' 5'
31'2x10
L
.389
26' 10'
21' 9'
28' 0'
30' 0'
31' 4'
014 TEK SCREW �, w
(TYPICAL)
�Y
X O O ° 0-
0 O O 0 0 O ON
\O 0 1
\ O 0 O °
° 0 0 O O
\ l ° o o
\ ° z
10
SPLICE PLATE MATERIAL 1
SHALL BE 3116' THICK (MIN.)
AND BE EITHER'6063-%
OR %061-T6 ALLOY
®BEAR E_ IGE-DET,AIL-G2_x-B-BEAM$-AND-6ARGER)
oh v :�j v 11
0
1 0
\ o
1
1 0
°
:.,IL Tw 2 x '14'
Tf
2 x 2 6
14 AY-ej\_►
94 TEK SCREW
(TYPICAL) _
m
o10 0 0+
0 0 0 0'
i
TYP. ROOF
BEAM
TYP. 3116'
fj
^ THK. SPLICE
w PLATE
O
mC
- - SPLICE PLATE TOLERANCE NOTE:
SPLICE PLATE MATERIAL ALL SPLICE PLATES (ALUMINUM
SHALL BE 3/I6' THICK (MIN.) ALLOY %06346 or %061-T6)
AND BE EITHER 06063-T6 SHALL BE CUT To BE +0.000 /
OR W61-T6 ALLOY -0.0625, AS INDICATED IN THE
SCHEMATIC DRAWING ABOVE
E
CC
pgg� op0
- � � a z
2 0
cm
w -F_mS?
L,IF 110-00
W
a
5,Z_tAC
9�WF
0
G
WRM
O-INDIGATES WALL PANEL THAT SHALL
HAVE DIAGONAL 'K'-BRACING IN IT
UP TO 8' WALL HGHT
TO 16PBgAM��
16' TO 24'
BEAM SPAN
24' TO 32'
BEAM SPAN
EXIST. HOST STRUCTURE
32' TO 40'
BEAM SPAN
m
THREE (3) BAYS ON EACH
END OF OUTER -MOST WALL
SHALL HAVE DIAG. BRACING
ialai
(3) BAYS ON EACH END
OUTER -MOST PANELS AND TWO (2)
PANELS IN SECOND CUTER -MOST
ROW OF PANELS SHALL HAVE THE
DESIGN NOTES: DIAGONAL BRACING (AS SHOII.N)
ALL DIAGONAL BRACING, USED EITHER IN THE ROOF
OR AS 'K'-BRACING IN THE WALLS SHALL BE 2' x 2'
x 2133 WALL THICKNESS TUBE, AND SHALL BE GUT TO
FIT SNUG, WITH NO PLAY OR SHIFT IN THE BRACING.
SEE DETAILS AT RIGHT FOR CONNECTION SPECIFICATIONS
THE BRACING SCHEMATICS SHOWN ABOVE ARE THE
SAME BRACING CONFIGURATION, REGARDLESS OF ROOF
TYPE (MANSARD, PEAK, DOME, FLAT, ETC.) - -
r
3' x 3' x.062' PLATE 2 x 2 H
W/ 4 MO TEKS EACH /�
PLATE
`I
\1 z 2
COLUMN3\
2z2H
2x2x
COMER
TUBE (TYP.)
COLUMN
Y x 1' x .062'
PLATE W/ 3 N0
TEKS IN COL 1
1 N0 IN CHAIR
-
RAIL AND IN EA
2 x 2 H
K-BRACING PC.
CHAIR -
RAIL
3' x 3' x 2062' PLATE
W/ 4 N0 TEKS EACH
PLATE
2x2 x.093
A x
2 TUBE (TYPJ
'IMSIBEgi Jk kk1�
I x 2 x .093 ANGLE W/
ROOF (0) NO TEKS (3 IN UP -
BEAM RIGHT, I IN EA K-BRACE
AND I IN CHAIR RAIL)
il
3' x V x .062' PLATE
W/ 4 NO TEKS EACH
PLATE
3' x 3' x D62' PLATE
W/ 4 0.0 TEKS EACH
PLATE
x 3 x 093 ANGLE
I/ (6) NO TEKS (2 IN
A. K-BRACE 4 2 IN
x 2)
DESIGN NOTE: ALL THUR-BOLTS PASSING THROUGH ANY ALUMINUM
MATL. WITH A WALL THICKNESS LASST THAN .090, SHALL HAVE EITHER
A Pis -INCH (OUTSIDE DIA.) FENDER WASHER (SEE GEN. NOTE 12 ON SHT
1 REGARDING SEPARATION OF DISSIMILAR METALS) OR A 13/4' SQUARE
x .090 THICK ALUMINUM WASHER (16063-%) INSTALLED ON EITHER
OR BOTH ENDS, AS DETERMINED BY THE MATERIAL THICKNESS. THE
EXCEPTION IS THRU-BOLTS USED TO INSTALL THE BRACE CUPS (SEE
DETAIL AT RIGHT) (03003-1-114, .063 THK) MAY BE INSTALLED (ON THE
CUP SIDE OF THE BOLT ONLY) WITH A STANDARD %-INCH (OUTSIDE
DIA.) WASHER, WHICH IS STRUCTURALLY ADEQUATE.
2' x 2' x .125 ANGLE, CUT AT 45--
ANGLE (e/-) AND ATTACHED TO
2 x 2 EVE RAIL WITH ONE (U !4'
THRU BOLT WITH N/4' SQUARE x
,093 THICK ALUM. WASHER
NEXT ROOF BEAM (OR
ROOF END PANEL EVE
RAIL (2 x 2 H, CONT.)
2 x 2 H ROOF FURLIN
2 x 2 H ROOF FURLIN
VERT. I x 2 RETUW WALL UPRIGHT
EDGE OF
2 x 2 H FRONT WALL
CORNER UPRIGHT
ROOF BRACE BRACE(MAY
ALSO 8E RAT)
2 x 4 x .125 ANGLE-
(114' WIDE) W/ TWO
(2) N4 TEKS INTO
EVE RAIL AND TWO
(2) 14. TEKS INTO
2 x 2 CORNER UP-
RIGHT
2 x 2 H FRONT WAI
CORNER UPRIGHT
I x 2 WALL PANE
TOM RAIL (TYPI
EDGE OF CONC.
NO x 2' SMS SCREW, W/ 5/8' WASHER
(MIN), TO BE 4' FROM EITHER SIDE
OF ALL HORIZ FRAME MEMBERS 4
AT 24' O.C. (MAX. SPACING)
2X3xJ81ANGLE (2'
LONG), W/ FOUR (4) N2
TEKS INTO VERT. UP-
RIGHT AND ONE (V 3/8'
CONCRETE ANCHOR
(LOCATED AS SHOWN)
-2 x 2 H ROOF FURLIN
—2 x2 HROOF END
PANEL EVE RAIL
—SEE 'INTERNAL CONN-
ECTION SPEC. ON
SHEET M (TYPICAL)
—1 x 2 WALL PANEL TOP
RAIL (TYPICAL)
-VERT. I x 2 RETURN
WALL UPRIGHT
2 x 3 x )Sl ANGLE (2'
LONG), W/ FOUR (4) M2
TEKS INTO VERT. UP-
RIGHT AND ONE (I) 3/8'
CONCRETE ANCHOR
(LOCATED AS SHOWN)
,A-GT oN-VIEW(
SG�{=t1AC--6i�€=`Of=DST AhL.5
2 x 2 x .093 TUBE DIAGONAL
BRACE, ATTACHED TO 2 x 2
ANGLE CLIP AT EACH END W/
ONE (U 14' DIA. THRU BOLT W/
5/8' DIA WASHERS (TYPJ
2' x 2' x .Z ANGLE, CUT AT 45'
ANGLE (N-) AND ATTACHED TO
2 x 2 EVE RAIL WITH ONE lU 14'
THRU BOLT WITH 114' SQUARE x
,093 THICK ALUM. WASHER
2 x SCREEN ROOF BEAM
BEAM SPLICE (IF
APPLICABLE)
ALTERNATE ROOF BRACING CONNECTION DETAIL
(APPLICABLE ONLY FOR CORNER BRACE5 IN
A MANSARD -STYLE ROOF), UTILIZING A STAMPED
DIAGONAL BRACE ATTACHMENT CUP, WHICH IS
STAMPED FROM ALUMINUM ALLOY 03003 H-14
(.063 THICKNESS). THESE GUP5 SHALL BE
ATTACHED WITH TWO (2) 1/4' DIA. THRU BOLTS
PER CUP (AS INDICATED BELOW). NOTE THAT
THE SAME DESIGN NOTE FOR APPLICATION OF
MINIMUM WASHER SIZE REQUIREMENTS SHALL
ALSO APPLY TO THESE CUPS, AS THEY ARE
LESS THAN .090 THICK THE 2 x 2 x .093 DIAL.
BRACE SHALL BE ATTACHED TO THE CUP AT
EACH END WITH ONE (1) 11/4° PIA. THRU BOLT, W/
THE APPROPRIATE WASHERS
L r-
iI c
L= w )
00
j2
�a
00
> w
y � O
08`¢_¢¢3=0=
Wy �57;
LIU
i93
FRtw
O ILL
JOe-
U
LLL U Z Q - ILLO W O
co
a0aW
CD =
0 11-- cn
Q.
ILd 2$
z�}�
RUH< C'1�
�LL $
ul� d=m
c
m �cd
3a b
i
�r
. OF AM (MAY
ROL BE
FLAT L SOPED )
. �
2 x 2 H ROOF FURLIN --LPN — — — —
I x 2 WALL PANEL TOP
RAIL (TYPICAL) 0 °
14' MAX _-2 x 4 x .125 ANGLE CLIP ° 0
(GUT N' LONG) W/ TWO 0
(2) 94 TEKS INTO TOP
o FLANGE OF BEAM AND
TWO (2) 94 TEKS INTO
FRONT FLANGE OF WALL
COLUMN (TYPICAL)
2OO-OL-U E
CP' Tt-_SC�EE(�L_�ROOf P-
BEANS)
I x 2 H CHAIR RAIL (SEE
PACING NOTE ON SHT. I)
2 x 2 x.181 ANGLE(2'
LONG), W/ FOUR (4) 92 0 0
TEKS INTO VERT. UP- 0 0 0 0
RIGHT AND ONE (U 3/8' 0 0
TRUBOLT WEDGE ANCH.
(MIN EMBED 15 4') TYP.
ONE EA. SIDE OF COLLMN 3'4' 1 3'
ELEVATION
�V�E/�I-{�W�.} SECTION
VIEW
y
15* l-i I fii L- I
1'iA-T- 0NiRRk A_
ANY 90 SMS.SCREWS USED TO INTERNALLY ATTACH
AN 'ANGLED' ROOF FURLIN (AS SHOWN) MUST HAVE
A 5/8' (MIN.) WASHER INSTALLED ON THE SCREW PRIOR
TO INSTALLATION INTO THE SCREW BOSS (SEE 'INTER-
NAL CONNECTION SPEC.' ON SHEET I FOR EMBEDMENT
2 x 2 H ROOF FURLIN (MAY
BE FLAT OR SLOPED)
ROOF END PANEL EVES
RAIL (2 x 2 H, CONT)
2 x 4 x .125 ANGLE CLIP
(CUT I1/4' LONG) W/ TWO
(2) 94 TEKS INTO TOP
o FLANGE OF BEAM AND
L ° TWO (2) 94 TEKS INTO
FRONT FLANGE OF WALL
COLUMN (TYPICAL)
1 x 2 WALL PANEL TOP--/
RAIL (TYPICAL)
2 x COLUMN (SEE 'COLUMN —
SCHEDULE' ON SHEET 2 FOR
ADEQUATE COLUMN SIZE)
ELEVATION VEIW
x 2 x .181 ANGLE (2'—
.ONG), W/ FOUR (4)92
EKG INTO VERT. UP-
TIGHT AND ONE lU 3/8'
RUBOLT WEDGE ANCH.
MIN EMBED 15 4'
x 2 WALL PANEL BOT
IOf1 RAIL (TYPICAL)
SECTION VIEW
NO. OF 94 TEKS
BEAM SIZE
(PER SIDE)
2x4.2 x5
(3)94 TEKS
2 x 6 - 2 x 1
(4)014TEKS
2 x 8 - 2 x 9
(5)914 TEKS
2 x 10
(6) 94 TEKS
BEAM OVERLAPS ON BOTH
OUTER SIDES OF EACH COLUMN
(TYP. EACH BEAM -TO -COLUMN
CONNECTION). SEE NOTE ABOVE
FOR NUMBER OF TEKS REQUIRED
(AS DETERMINED BY BEAM SIZE)
2 x 2 x .181 ANGLE (2'
LONG), W/ FOUR (4) 92
TEKS INTO VERT. UP-
RIGHT AND ONE (1) 3/8'
TRUBOLT WEDGE ANCH.
(MIN EMBED IS 4') TYP.
ONE EA SIDE OF COLUMN
DESIGN NOTE: THE 3-INCH LEG OF ANGLE SHA
LL BE
PLACED AGAINST THE I x 2. THIS ALLOWS A MIN. EDGE
DISTANCE FOR THE FASTENERS (FROM THE EDGE OF THE
ANGLE) OF ONE -INCH, AND MAINTAINS A SIX-INCH MIN.
CENTER -TO -CENTER DISTANCE FOR THE.MAX.SIZED
CONCRETE ANCHORS (3/8' x 31i2')
i -- TYP SCREEN ROOF BEAM
A /Xi --I x'2
NOTE: FOR WOOD FRAMING, AT LEAST ONE
OF THE LAG SCREWS MUST ANCHOR INTO
A STUD IN THE WALL FRAMING.
NOTE: FASCIA ATTACHMENT REQUIRES A 2 x FASCIA
BOARD (MINIMUM). A 'I x' FASCIA IS ONLY ADEQUATE
FOR THIS INSTALLATION WHEN THERE IS A 2 x SUB -
FASCIA BEHIND IT. IN THIS CASE, THE LAGS MUST .
PENETRATE THE SUB-PASCIA 11/2' (MIN. EMBEDMENT).
IT SHALL BE THE RESPONSIBILITY OF THE SCREEN
CONTRACTOR TO VERIFY THE PRESENCE OF THIS
SUB -FASCIA
TYP SCREEN ROOF BEAM
I x 2
2' x 2' x .125' ANGLE W/ (4) 92
I/4' x 3LAG SCREW o - TEKS, TYP. EACH SIDE BEAM
F
TYP.; I ACHGH-SIDE OF BEAM ° ° I/4' x 2 I/2' LAG SCREW TYP. I
(IE ICONCRETEiMA50NARY WALL, o ° EACH SIDE OF BEAM (2' x 6' BEAMS
FASTENER SHALL BE 1/4' x 3 1/2' ° AND S'1ALLER) 3/8' x 2 1/2' LAG
U CHANNEL TAPCON OR THUNDER -BOLT), FOR U-CHANNEL SCREW (P x 1' BEAMS AND LARGER)
CAP (TYP) 2' x 6 ,BEAMS AND SMALLER. FASTENERS CAP !TYP)
SHALL BE 3/8' DIA FOR 2- x 1' BEAMS FASCIA ATTACHMENT
WALL ATTACHMENT AND L-AR3ER(5EE DESIGN NOTE ABOVE)
SCREEN ROOF ENCLOSURE-TO-H05T 5TRUCTURE ATTCHMENT DETAIL
' (WITH NO STRUCTURAL CUTTER)
SEE 'SNAP / LAP CONNECTION'
NOTE ON SHEET I FOR SPEC.'S
TYP.2 x 21/4 x 11/2 x.050 U-CHANNEL
ROOF (CUT AT SAME ANGLE AS
BEAM ROOF FURLIN) TO BE ATT-
ACHED WITH FOUR (4) 90
TEKS INTO SIDE OF BEAM
OR 2 x 2 H EVE RAIL AND
FOUR (4) 40 TEKS THRL
CLIP AND INTO SIDE OF
ANGLE PURL.IN (TWO (2)
ON EACH SIDE), TYP. EA.
END OF EACH ANGLED
FURLIN
2 x 3 x ID93 ANGLE CLIP
(CUT 2' LONG) W/ TWO (2)
94 TEKS INTO BOTTOM
OF ROCF FURLIN AND TWO
(2) 94 TEKS INTO INNNER
FLANGE OF WALL COLUMN
(TYP. EACH FURLIN-TO-
COLUMN-CONNECTION)
EDAT re Wcso N N Ect ION N NfA_ IIL
2' x 3' x .125'�A14GLE W/ (4) 92
TEKS, TYP. EACH SIDE OF BEAM
10-INCH LONG (.125 THICK) EXTRUDED-
- 'Z' GUTTER INSERT, TYP CENTERED ON
EACH ROOF BEAM, WITH FOUR (4) 90
TEKS THRU TOP LIP OF GUTTER
.. '4' x 2'/4' LAGS, FCUR (4)
IN EACH 10-INCH INSERT
AND AT 24' O.C. (MAX
SPACING)IN THE REST
' - OF THE GUTTER (PILOT
DRILL FASCIA W/ 5/32'
BIT TO AVOID SPLITTING)
2 x 2 H ANGLED
PURLIN (TYP)
ALTERNATE ANGLED FURLIN
CONNECTION DETAIL
NOTE: THIS ATTACHMENT
DETAIL ALSO APPLIES TO
A 2 x 2 SCREEN FRAME,
W/ THE FASTENER BEING
4' IN LENGTH, TO
MAINTAIN A 2' MIN. _
EMBED.
MIN. EMBEDMENT FOR
ALL TAPCONS GNALL
BE 2' INTO CONCRETE.
i x 2 OB. SCREEN FRAME,
TYP. BETWEEN UPRIGHTS
OR AS UPRIGHTS AGAINST
A WALL OR COLUMN
1/4' DIA. x 31i4'TAPCON
TO BE PLACED AT NO MORE
THAN 24' OC. (RE: GEX NOTE'3)
CONC. l C.B.S.1 MASONRY
SJRFACE (FOR WOOD, SEE
NOTE BELOW)
NOTE: ALL FASTENERS SPECIFIED IN 'COLUM-TO-FOUNDATION' OETAIL5
PERTAIN ONLY TO THE FASTENERS TO BE PLACED ON EITHER SIDE
OF COLUMNS. THIS DETAIL IS FOR ALL INTERMEDIATE FASTENERS FOR
I x 2 SCREEN FRAME TO EITHER CONC. DECK OR C.B.S. MASONRY WALL.
THIS SAME DETAIL ALSO APPLIES TO WOOD FRAME WALLS, COLUMNS OR
BEAMS WITH THE SUBSTITUTION OF 1/4' x 2 I/2' LAG SCREWS INSTEAD
OF THE ABOVE SPECIFIED TAPCONS.
SEE 'SNAP / LAP CONNECTION'
NOTE ON SHEET I FOR SPEC.'S
2 x 3 x .125 ANGLE CLIP
(GUT 2' LONG) W/ 3-INCH
LEG AGAINST I x 2. CLIP
SHALL HAVE FOUR (4) 92
TEKS INTO SIDE OF ROOF
BEAM AND TWO (2) 94 x
2' TEKS (PER ANGLE CLIP)
THRJ GUTTER AND INTO 'Z'
GUTTER INSERT (TYP. ONE
ANGLE CLIP ON EACH SIDE
OF EACH BEAM)
`TYP. 2 x SCREEN ROOF
BEAM (MAY BE FLAT
5' STRUCTURAL I x 2 SCREEN OR SLOPED)
GUTTER (CONT.) FRAME (TYP)
PLAN VIEW
10-INCH LONG 025 THICK) EXTRUDED SEE 'SNAP / LAP CONNECTION'
'Z' GUTTER INSERT, TYP CENTERED ON 1rNOTE ON SHEET I FOR SPEC.'S
EACH ROOF BEAM, WITH FOUR (4) 90 I
TEKS THRU TOP LIP OF GUTTER
2 x HOUSE FASCIA
FASCIA
A NOTE
(SEE PA
1/4' x 2�/4' LAGS, FOUR (4)
IN EACH 10-INCH INSERT
AND 24' (MAX.
SPACING) E REST /
OF THE GUTTER
THE
TER (PILOT
DRILL FASCIA W/ 5/31
BIT TO AVOID SPLITTING)
I x 2 x .093 ANGLE SPACER -
(FOR ANGLED FASCIA 8D.
ATTACHMENT), ATTACHED
W/ TWO (2) ROWS OF 90 TEKS
(STAGGERED), EACH ROW AT
IS' O.G. (MAX. SPACING)
J
d
iM
c
O W.
C
%
uj
Z�t�ilc�
sl
F-oz
g Lu
> Lu
ILL
0
o oz U-
V' m a LU in
z29 R>
9r�W28iE
W x U 2
zF-R!F 28
co LL
O e
m
wZa:o
O Lu
avaCW
c 6 W
x
OI=-d��
U r.
TYP. 2 x SCREEN ROOF y-���
BEAM (MAY BE FLAT
OR SLOPED)
w
2 x 3 x .115 ANGLE CLIP
�- 0- .,. (CUT 2' LONG) W/ 3-INC
=�^ LEG AGAINST I x 2. CLIP
= 0_ SHALL HAVE FOUR (4) 112
yo -- TEKS INTO SIDE OF POOP
BEAM AND TWO (2) 94 x I `'
U-CHANNEL 2'TEK5(PER ANGLE CLIP) 1 p
CAP (TYP) THRU GUTTER AND INTO 'Z'
I x 2 SCREEN GUTTER INSERT (TYP. ONE Z SQ}
FRAME (TYP) ANGLE CLIP ON EACH SIDE — o <
5' STRUCTURAL OF EACH BEAM) Z
GUTTER (CONT.) '� F
� 1pl=eEoNNS NEl 0NAIL '3
a
Nao
I
(
<-3a
ewa
R�
/$&gm0
2
goo4-
i cc
Q37
= n 0-
cnCDmo o
�®■owo
oLU
)
I-
L) n ul
3$»ea=
StA
2��40
«,
/
,2Kv
, > S ,_,2b
�.e
�•z �
i zv
2
&
/
�
f
,!
&
-3
�
{
222sw
E
]
�
c
a
/PZ
�
//^
.e&<
Aga=/±/rE
zG
\•
t
.
w» %3`�
BOARD OF COUNTY
COMMISSIONERS
October 23, 2006
Skyway Energy Systems
D/B/A Classic Pools
1511 SE Port St. Lucie Blvd.
,Port St.Lucie, FL 34952
Attn: Sandy LaFleur
Re: Permit # 0608-0170
Dear Sandy LaFleur:
PUBLIC WORKS
CODE COMPLIANCE
DIVISION
The above referenced permit is being voided due to the fact that according to
our records you are not certified for concrete work. You will need a subcontractor
for the concrete work.
You may pick up the plans for correction and reapply for a new permit anytime,
the existing permit will not be reinstated and a new plan review fee will be
charged on resubmission.
Please review all plans and application prior to resubmitting the permit. Please
call (772) 462-1553 if you need further assistance.
i rely,.
esli Hunt
Zoning Technician
JOSEPH E. SMITH, District No. 1 • DOUG COWARD, District No. 2 • PAULA A. LEWIS, District No. 3 • FRANNIE HUTCHINSON, District No. 4 • CHRIS CRAFT, District No. 5
County Administrator - Douglas M. Anderson
2300 Virginia Avenue • Ft. Pierce, FL 34982
Permitting and Zoning: (772) 462-1553 FAX (772) 462-1735
Contractor Licensing: (772) 462-1672 • Code Enforcement (772) 462-1571 • Inspections: (772) 462-2165
Fox: (772) 462-1148
www. cost -I ucie.f I. us
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
httpJ/stlucleco.gov/ce
PROPERTYINFORMATION
Address:
5203 PALEO PINES CIR
Unit # :
City/State/Zip;
FPR
Parcel # :
1312-801-0150-000/6
Zoning:
RS-4
Review Comments
FL 34951
Jurisdiction: St. Lucie County
Lot # : 347 Block:
Page 1
Owner(s):
Alexander Van Ovost
Permit Number: 0608-0170 Application Type: Building Permit w/o subs
Activity Type: New Other Activity:
Permit Type: Building (Miscellaneous) Stories: 1
Automatic Sprinkler System? ❑
CONTRACTOR INFORMATION
Contractor Name: SANDY W. LAFLEUR Fax Number 772-370-6375
Business Name: SKYWAY ENERGY SYSTEMS INC DBA CLASS
Business Addr: 1511 SE PORT ST. LUCIE BLVD
City/State/Zip: PORT ST. LUCIE, FL 34952
Review Type Status Reviewed By Date Started Date Complete Date Released
Front Counter Review Complete 011/07/2006
Front Counter Review Complete Stephanie Bush 11/06/2006 11/06/2006 .
Plans Examiner Review Pending
10/02/2006 1 Comment Need application for concrete, need to fill out new application for aluminum
2ND REQUEST 10/12-still in Zoning lwh
3RD REQUEST 10/20 NO RESPONSE -VOIDING PERMIT 10/23
Iwh
Zoning Review Pending
Zoning Review Complete Lesli Hunt - 08/09/2006 09/29/2006
Code Compliance Division Permit 1
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772)
462-2522
Address 5203 1 PALED PINES CIR Owner(s) lAlexandervan Ovost
Unit #
FORT PIERCE FL 34951 Jurisdiction St. Lucie County
Parcel # 1312-801-0150-000/6 Future Land Us RU Zoning RS-4 Block =Lot# 347
S/D Holiday Pines S/D Phase IIB Flood Elevation Flood Zone X�
Application Type Building Permit w/o subs Status Pending
0611-0078 Activity Type Other Confirmation # 634
Other -Specify CONCRETE
Permit Type I Building (Miscellaneous) Date Applied 11/03/2006 Taken By oushs
Location Mainland 1 Date Issued Issued By
Manual Valuation Date Finaled Finaled By
Job Address 5203PALE0 PINES CIR Expiration
CONTACT INFORMATION Add Application Contact >>
Category Type Open Contractor ■
� Contractor Registration Form
Name
Business
Name
Address
Email
Phone 1 (772) 466-1383 ext
Fax ( ) -
Mobile ( ) -
Pager ( ) -
TRADESUB de Permit
Sub -Trade Permit Sub Trade Status
Permit Type Taken By
Contractor Issued By
Company Finaled By
Owner/Buildier Date Applied Finaled
Sub -Trade Job Description Issued Expiration
Units t, Floors 1® Buildings 1 # Bedrooms # Bathrooms
Total Sq. Ft. 0.00 Min Flood Elevation Flood Map 70F Flood Zone
FCC
NOC Required ❑ NOC Received ❑ NOC Expiration
Setbacks (Feet) Front 25.00 Back 15A0 Left Side 7.50 Right Side 7.50
Job Description INSTALL CONCRETE FOOTERS FOR SCREEN ENCLOSURE
Code Compliance Division Permit 1
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772)
462-2522
Address 5203 PALEO PINES CIR F Owner(s). Alexander Van Ovost
Unit #
FORT PIERCE FL 134951 Jurisdiction I St. Lucie County
Parcel.# 1312-801-0150-000/6 Future Land Us RU Zoning RS4 Block =Lot# 347
SO Holiday Pines S/D Phase IIB Flood Elevation Flood Zone FX --------- - I
Additional Info
M
IV
100 '
T
f au65 k
NCluSfD
�es���rcE
100 ' r
scale 1" = 20'
5203 PALED PINES CIRCLE
FORT PIERCE, FL. 34951
HOLIDAY PINES S/D-PHASE 11-B-LOT
347 (MAP 13/12S) (OR 1912-2488)
In
N
1.0. SETBACK REQ.
FRONT
SIDES
CNRSIDES
REAR,I �Ste__
ZNG. 6-` 4- /
TECH.. I a, A 34-4— 1
Scale: 0.05 In. per fl
Code Compliance Division Review Comments
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522 Page 1
hftp://stlucleco.gov/ce
Address:
5203 PALEO PINES CIR
Unit # :
City/State/Zip:
FPR
Parcel#:
1312-801-0150-000/6
Zoning:
RS-4
APPLICATION
INFORMATION
Permit Number:
0608-0170
Activity Type:
Other
Permit Type:
Building (Miscellaneous)
Owner(s):
Alexander Van Ovost
FL 34951
Jurisdiction: St. Lucie County
Lot#: 347 Block:
Application Type:
Building Permit w/o subs
Other Activity:
ALUMINUM STRUCTURE
Stories:
1
Automatic Sprinkler System?
❑
Contractor Name: SANDY W. LAFLEUR Fax Number 77 -6375
Business Name: SKYWAY ENERGY SYSTEMS INC DBA CLASSI O —oQ3�0
Business Addr: 1511 SE PORT ST. LUCIE BLVD
City/State/Zip: PORT ST. LUCIE, FL 34952
REVIEWS AND COMMENTS
Review Type Status Reviewed By Date Started Date Complete Date Released
Front Counter Review Complete 08/07/2006
Front Counter Review Complete
Stephanie Bush 11106/2006 11/0612006
Plans Examiner Review Incomplete Kathy Cicio 11/07/2006
11/07/2006 2 Comment SHOP DRAWINGS REQUIRED TO BE SITE SPECIFIC & MUST BE SIGNED & SEALED BY ENGINEER
DOUGLAS DOWDY PER: NOTE "5 D" ON GENERAL NOTES ON PLANS
Zoning Review Complete Lesli Hunt 11/06/2006 11/06/2006
Zoning Review Complete
Lesli Hunt 08/0912006 09/29/2006
Q)�
��jj
TRANSMISSION VERIFICATION REPORT
TIME
: 11/07/2006 02:02
NAME
:
FAX
: 4622895
TEL
SER.*
BROM5J411427
DATEJIME
11/07 02:01
FAX NO./NAME
93980058
DURATION
00:00:20
PAGE(S)
01
RESULT
OK
MODE
STANDARD
ECM
r jo i „�`
"LE t
Code Compliance Division
2300 Virginia Avenue
Ft Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
http://stlucieco.gov/ce
Address:
5203 PALEO PINES CIR
Unit # :
City/State/Zip:
FPR
Parcel#:
1312-801-0150-000/6
Zoning:
RS-4
Review Comments
FL 34951
Jurisdiction: St. Lucie County
Lot # : 347 Block:
Page 1
Owner(s):
Alexander Van Ovost
Permit Number: 0608-0170 Application Type: Building Permit w/o subs
Activity Type: New Other Activity:
Permit Type: Building (Miscellaneous) Stories: 1
Automatic Sprinkler System? ❑
CONTRACTOR INFORMATION
Contractor Name: SANDY W. LAFLEUR Fax Number 772-370-6375
Business Name: SKYWAY ENERGY SYSTEMS INC DBA CLASSI
Business Addr: 1511 SE PORT ST. LUCIE BLVD
City I State 1 Zip: PORT ST. LUCIE, FL 34952
KC V/CYYJ AnrfJ GU1W1b=1l / a
Review Type Status Review
Front Counter Review Complete lllIIIEEEEEE 111
Plans Examiner Review Pending
10/02/2006 1 Comment Need application for concrete, need to fill out new application for aluminum
2ND REQUEST 10/12-still in Zoning Iwh
3RD REQUEST 10120 NO RESPONSE -VOIDING PERMIT 10/23
Iwh
Zoning Review Complete
0
Lesli Hunt 08/09/2006 0912912006
Date Released
Code Compliance Division
2300 Virginia Avenue
FL Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
http://stiucieco.gov/ce
PROPERTY INFORMATION
Address:
5203 PALEO PINES CIR
Unit#:
City I State I Zip:
FPR
Parcel#: -
1312-801-0150-000/6
Zoning:
RS-4
APPLICATION INFORMATION
Permit Number:
0608-0170
Activity Type:
New
Permit Type:
Building (Miscellaneous)
Review Comments
Page 1
Owner(s):
Alexander Van Ovost
FL 34951
Jurisdiction: St, Lucie County
Lot # : 347 Block:
Application Type: Building Permit w/o subs
Other Activity:
Stories: 1
Automatic Sprinkler System? ❑
Contractor Name: SANDY W. LAFLEUR Fax Number
772-379.6375
Business Name: SKYWAY ENERGY SYSTEMS INC DBA CLASSI
✓1 �'�D,fj�
Business Addr: 1511 SE PORT ST. LUCIE BLVD
City / State 1 Zip: PORT ST. LUCIE, FL 34952
REVIEWS AND COMMENTS
Review Tvoe Status Reviewed By
Date Started Date Complete Date Released
Front Counter Review Complete
08107/2006
Plans Examiner Review Pending
10102/2006 1 Comment Need application for concrete, need to fill out new application for aluminum
, Zoning Review Complete Lesli Hunt 08109/2006 09129/2006
2:'1l%'IrP�Uf�S�" t17�12
re�ues� to1Zo
3
Code Compliance Division
2300 Virginia Avenue
Ft Pierce, FL 34982
Phone: (772) 462-1563 Fax: (772)462.2522
http://stiucleco.gov/ce
YKUYtK I Y INFORMA TION
Address: 5203 PALEO PINES CIR
Unit # :
City I State / Zip: FPR
Parcel # : 1312-801-0150-00016
Zoning: RS-4
APPLICATION INFORMATION
Permit Number: 0608-0170
Activity Type: New
Permit Type: Building (Miscellaneous)
CONTRACTOR INFORMATION
Contractor Name: SANDY W. LAFLEUR
Review Comments
Page 1
Owner(s):
Alexander Van Ovost
FL 34951
Jurisdiction: St. Lucie County
Lot#: 347 Block:
Application Type: Building Permit w/o subs
Other Activity:
Stories: 1
Automatic Sprinkler System? ❑
Business Name: SKYWAY ENERGY SYSTEMS INC DBA CLASSI
Business Addr: 1511 SE PORT ST. LUCIE BLVD
City I State I Zip: PORT ST. LUCIE, FL 34952
Fax Number 772- - 375
3q'R-o(;'5 g
REVIEWS AND COMMENTS
Review Type status Reviewed By Date Started Date Complete Date Released
Front Counter Review Complete 08107/2006
Zoning Review Pending
08/09/2006 1 Comment Need scaled plot plan showing proposed structure including setbacks, also please note what scale is
being used
sect/
9. �• v+^�-Sri!
Code Compliance Division Contractor Certification Data Entry
2300 Virginia Avenue
Ft. Pierce, FL 34982 �•
Phone: (772) 4624553 Fax: (772) 462.1148
hfpJ/Stlucieco.govlce
Company Information Add Contractor
.Company Name SKYWAY ENERGY SYSTEMS INC DBA CLAS, Phone'. (772) 337-0488 ext Fax (772) 370-6375
Doing Business As CLASSIC POOLS Mobile ( ) - Pager ( ) -
Address 1511 BE PORT ST. LUCIE BLVD 'Email
ity / state /'Zip PORT ST. LUCIE I FL 34952 tiL�41t#Company Name, u�
Ownership Type ,.
�Qualifier InformationAdd
,
Qualifier
Nam
1� OrQualifier "
j
SANDY W.LAFLEUR
ui ' :Cerf# (County :Registra0rtifi on/Ceba8on Number ';,•
SANDY W. LAFLEUR
.State #
Address
1458 SE MANTH
,�F' i',
City / State / Zip
PORT ST. LUCIE
FL
34983
�
Phone
(772) 337.0488
Fax (772) 370-6375
tn,.i 1
Emall
_,.. ......
❑ Cerfification Comment:... _ ed fo1 Permit..
,...., Should Be Revleva.'. „
'Certification • .
°i.
• •.. Registration
r,
competency Card and Wallet Card' 'r ,
Reg. Type
.Expiration Date Status - - , •. ez' ".
County Certificate
09/30/2006
Hold
CountyCertificate 4v
09/30/2Q06
Hold,l
Class`Code Aluminum w/out Concretey
•,n�4xw,,.x+n•
'Date Applied 04/06/2066 11H I €
Date'=Start 05/17/2006
Date F�eriewed � ..�'%�
T
r' 1 "• r.,l
ewal ❑
3ctJve1FeeApp14&Iq4l,I�I;
�,
*
S
,.
Comment
05/17/06 - BOARD APPROVED. ISSUED LICENSE. AK.
'
05/04/06 - ON HOLD UNTIL APPROVED BY 05/27/06 LICENSING BOARD.
AK.
4/17/06 SPOKE WITH CRYSTAL ABOUT MISSING THINGS IN FILE S.H.
4/6/06 MISSING SOME THINGS IN FILE SEE FILE S.H.
• w
} H,r
Ir
H ,r
s
i s
n
s� r aEsii�"n
iI' �
, •
a
.�
�s�, "
ea
J� "L.i�.UOty
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2622
http://stiucieco.gov/ce
Date: 07 August 2006
Job Address: 5203 PALED PINES CIR
Received By: spellsv
Paid With: CK
Paid By: CLASSIC POOLS
Building
Receipt
Sign:
Receipt#:
0000042986
'emit Number.
SLC- 0608-0170
Amount:
$25.00
::redit Card Number:
Check Number:
4436
EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE..# ..29P,751 5 .ORr' 'l)K '7 PAGE 2228, Recorded 4 03;,' )6 A� 03:00
j NOTICE OF COMMENCEMENT
SfA7EOF �` &d dc -
COUMYOF S� t.tc.Ll 'e'
TlM UND0tS1(i M heeby gives ratioed el ®poem ent will be grade to artam red popety, and in ammdmam with Chmpm
713, PbrMa Sartntes. the fo6owing mformatioU a prwAded in d is Ntrtoo ofC
1. Des"wenufpropaty of popety,antl�e�nddresaif
II Lot 397 Sa�3 Oleo Purrs CUiCI� 34, .rerC FL 3N45�
2. Gmealdeseip8onofimporemmt :5creE-t.i-w-tDStceE
m Name and addrumoffsesimpletidehokkr(tfodwthan owner):
4. Ceamrotm (namemd
a lborrsnmbm:
S. Smur a T MMWaddm=
b. Phonenumbec a AUeantofbond$
a Phone ember.
7. perms w(th the Stare of Florida by Owner upon whom notices or other doamrmb may be marvel as posided b
Section713.13(lXnY7. FlorMaStrt&s
(nm a and address),•
IL In adMOM to bhOUK 0011101 the Mewing peman(s) to receive a copy ofthe tJ=es Notice as womAded hi sacbm
713.13(I01 FloridaStandmw (rnmaand addaessl
9. Eqiarioo dale ofootirs ofemasm000md
Ne m*h0ou dem is om (I) yawls m the date of rxar 9 Unless a amara
dde6apmotfimd)
'This Spy for CE WS Use O*
iguahaeafowner)
STATE OF
ST. LU
I LORiDA
VTY
swain to andramhscmr7red rmne
3�
Tfi1STOCr'
C
T„1 YTHATTH11 A
['0U"
�
this of ' ZDD1�
TRUER
ORIGI A
0 ACTCDP OF HE
DER
%o °0
J
E Vii I N
. FRY, R
" ;• • , : mn
c
B Y'
o
Date:
i er
G 46 �P
E� NTY FV
gt"S.aN" Thomas J. DeLuca
• iV\ . Commission #'DD442928
�?
June 36, 2009
ME+Wxpires
(R Lyfm•Nsum,Inc lW.1mS701r
Property Appraiser - St.Lucie County, FL y Page 1 of 1
r
1
PROPERTY RECORD CARD
Alexander Van Ovost Record: 1 of 1
«Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
Site Address: 5203 PALED PINES CIR
PameIID: 1312-801-0150-000-6 69G
dy
Sec/iown/Range: 12:34S:39E
\a,��,UCIE
Account#: 4591 5
Map ID: 13/12S
Land Use: SF Res
Zoning:
City/Cnty; ST. LUCIE COUNTY
Ownership and Mailing
Legal Description
Owner: Alexander Van Ovost
HOLIDAY PINES SID-PHASE II-B- LOT 347 (MAP 13/12S) (OR 1912-
Address: 5203 Paleo Pines Cir
2488)
Fort Pierce FL 34951
Sales Information
Assessment FV Total Land and Building
Date Price Code Deed
Book/Page 2005 Val: 163800 Land Value: 40000 Acres: 0.29
3/1/2004 182500 00 WD
1912 /2488 Assessed: 163800 Building Value: 123800
4/11/2003 22500 00 WD
1696 / 2473 Ag.Credit: 0 Finished Area: 1841 SgFt
10/1/1980 11400 00 CV
0341/0974 Exempt: 25000
Taxable: 138800
TotalTax: 3507.8
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
ExtType:
HB- -HB-
YearBlt:
Grade:
B- -B-
EffYrBlt
StoryHght:
0010 - 1 Story
No.Units:
Interior Features
BedRooms:
3
' Electric:
FullBath:
2
HeatType:
1/2Bath:
HeatFuel:
%A/C:
100
%Heated:
Special Features and
Yard Items
Type
Y/S Qty. Units
Qual, Cond. YrBlt.
DWC - Driv-Concret
Y 1 765
AV AV 2004
SD - Dim Shingle
RoofStruct:
HP - Hip
2004
Frame:
-
2004
PrimeWall:
BS - CB Stucco
I
SecWall:
-
MIX - MAXIMUM
PrmintWall:
DW- Drywall
FHA - FrcdHotAir
AvgHUFI:
STD
ELEC - Electric
Prm.Flors:
CU - Carpet
100
%Sprinkled:
0
Land Information
No. Land Use
Type
Measure Depth
1 0100-SF Res
220 -Front Ft
100 125
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
MIN, SETBACK REQ.
FRONT
SIDES —1•5
I
CNR SIDES ZI7
REAR 1 ZING.
1 1n'p
TECH. LVA
http://www.paslc.org/pre.asp?prclid=131280101500006 8/9/2006
Code Compliance Division
2300 Virginia Avenue
Ft Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462.2522
hftp://stlucleco.gov/ce
Date: 13 November 2006
Job Address: 5203 PALEO PINES CIR
Received By: serranob
Paid With: CK
Paid By: REGINA BYRNE
Building
Receipt
Receipt#: 0000947889
'ermit Number: SLC- 0608-0170
Amount: $130.00
Zredit Card Number:
Check Number: 191
Sign: