HomeMy WebLinkAboutSUBMITTED PAPPERS'1'lUN:
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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.
�/
R/CONTRACTO SIGNATURE . CONTRACTOR SIGNATURE
STATE OFFLORII�� r
COUNTY OF �i
The foregoing ins ent w s a owledged
iiefRre me this& y of 20Q1 by
Ina
w o is personally
known to me-e who has thoduced
(SEAL)
IMPORTANT NOTICES:
STATE OF FLORIDA rr
COUNTY OF f�, I-vCit
The foregoing ms ent was a owled ed
before me this dayof 200Tb �h�o i�s personally
known to me or as roduced
asidentification.
Signature of Notary
pp7T.F10MM0EltA,JP.
(SEAL) ,Lq"".^is '!-MwOMMIS510NA00 20 t2`'
EXPIPES: Jauaundan
q Bond NO�ry
• 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.
)FFICE USE ONLY:
Date: Z+. .C),1 Fee Due: SIC) .C�) Receipt# S":j s5g-S Permit# n—o
1.
2.
3.
4.
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
g -y, Need f\)o tc
St. Lucie County Building and Zoning Cr1
2300 Virginia Avenue SCANNED
Ft. Pierce, FL 34952-5652 BY
772-462-1553 St. Lucie County
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
PROJECT INFORMATION
rol
S/D NAME: C4SITE PLAN NAME:
PROPERTY TAX ID #:
5. PLAT
BOOK 27
extra sheets if necessary):
7. BLOCK
NO.
8. LOT
NO.
9. PARCEL SIZE: ACRES/SQFT.i31?3.gq LOT DIMENSIONS alq.2q„ 1�i5_n a4•y X
�,� 3v,�r1
10. SETBACKS (ACTUAL) FRONT: 1_ /H BACK: RIGHT SIDE: LEFT SIDE:
ly-
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
❑
EXISTING
X
❑
CARPORT/PATIO ROOF
❑ NEW
❑
EXISTING
X
❑
HABITABLE GLASS ROOM
❑ NEW
❑
EXISTING
X
❑
SUNROOM
❑ NEW
❑
EXISTING
X
❑
HED
❑ NEW
❑
EXISTING
X
POOL ENCLOSURE
N
SG ❑ NEW
Er
EXISTING
' .X 3 V `
8
❑
M H ROOF OVER
❑ NEW
❑
EXISTING
X
❑
POOL FENCE
1
0
Linear feet
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
❑ NEW
❑
EXISTING
X
❑
OTHER:
❑ 'NEW
❑
EXISTING
X
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
SS
12. VALUE OF CONSTRUCTION: $ I UT
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. LLD
Form No.: 001.02 Rev. 2119107 c1
7
OVER INF N�:�
NAME: -T c"In o' 1 Cj l s_
PLAN REVIL W SPECIFICATION CHE,_, LIST
CITY:
PHONE (DAYTINIE):
4Z_V ae e_
STATE: -FL- ZIP
email:
_FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
mounrigo
CITY:
PHONE (DAYTIME):
CONTRACTOR INFORMATION
STATE:
STATE OF FLORIDA REG./CERT #: �t ST. LUCIE COUNTY CERT #: ^U
BUSINESS NAME: CO0. lo.\ 6k` S Wt . CUVO 1h . Cc,
QUALIFIER'S NAME; C fl�\ wvti �aMn�� 2
ADDRESS:
CITY: r_.
PHONE (DAYTIME):
STATE: F ZIP 3 t% ? `% %
(77Z) f6�'UZYS� FAX NO. '%6b'—oZF`% email:
ARCHITECT/ENGINEER:
CITY:
PHONE (DAYTIME): (_)
STATE: ZIP
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)
ZOl4MG
3�^J._
4/233
SECTION
TOWNSHIP
RANGE•.
40E
MAP NO.
Additional
Yes
ZONING
U D
LAND USE
J
LOT CVG %
Permits
no
REPORT
CODE
-71 I
BIMS FEE
$
MISC FEES
$
TOTAL FEES
$
'BUITDING: '& ZONING REVIEW,*.
-
REVIEWS
ZONING
ZONING
PLANS
MISC.
VEGETATION
VALUE OF CONSTRUCTION
REVIEWED BY
EXAMINER
USING ICC TABLE
COMPLETE
6-� [ -- 0-7
INITIALS
*%-
e�
PLEASES PROVIDE ONE OF THE FOLLOWING:
Ltd/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 the AAF Guide To Aluminum Construction in High Wind Areas.
(I) 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 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 the AAF Guide, 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 O 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 2004, Chapter
20, including 2006 revisions.
• 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:
(A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding
component highlighted and with fasteners and design pressures, pet FBC 1714, clearly identified.
(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 AAMA
SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE.
(IV) SUNROOMS (as defined in R202 or FBC1202.1) MAY BE CONSTRUCTED; SO LONG AS THEY MEET ALL OF THE
ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE
FOLLOWING ADDITIONAL ITEMS:
(1) The designer or 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 3.1.2.4 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 4t6 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.
WE
DESIGN NOTES:
I. ALL DIAGONAL BRACING SHOWN IN BOTH THE ROOF AND
WALLS SHALL BE 2 x 2 x .093 TUBE MATERIAL.
2. 18 x 14 MESH SCREEN 15 THE MAXIMUM ALLOWABLE DENSITY
FOR THIS ENCL05URE'S DESIGN.
3. DOOR(S) MAY BE PLACED INTO ANY SCREEN WALL PANEL
EXCEPT FOR THOSE THAT CONTAIN DIAGONAL BRACING.
OVERALL DESIGN COMPLIES WITH THE 200(o
AMENDMENTS TO THE F.P.G. 2004 BUILDING
CODE, FOR 140 MPH WIND LOAD (3-5ECOND
GUST), FOR EXP. CAT. "C" (NON-HVHZ).
INSpECt10N FOR
g1i1LDI"GD1VIS10uCtSINCt pE[p1LSy
pLl1M1N�C0NN D S ECt10N ND p
V1S16LE CONNECt10NS
the LS S, pCT R
pLL HIDDEN
®FtZt1'G pLI1MIN
COASTAL. ALUM. CONSTRUCTION
SCREEN ROOF ENCLOSURE FOR:
NARTOWT RESIDENCE
1300 LANCEWIND TERR.
PALM CITY, FLORIDA
ST. LUCIE COUNTY
THIS SYMBOL REPRESENTS DIAGONAL
❑ WIND BRACING= (IN BOTH THE ROOF
AND WALLS), 2 x 2 x .OS3 TUBE MATL.
Ir
0'
THIS SYMBOL REPRESENTS
BEAM SPLICE LOCATIONS
EXIST. HOST
STRUC.
HOST STRUCTURE
xEXISTING
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x
(TYF) x
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N
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3x3x.010
I x 2
35' 0' OVERALL SCREEN WALLS _
r
ki
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
X. MAY BE COMPLY WITH ALLNECESSARY
N ORDER TO
Fy APPLICABLE CCCEg,
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FAE31RICATION / INSTALLATION REQUIRED GUIDELINES:
NOTE: ANY JOBS THAT REQUIRE SITE -SPECIFIC DESIGN / ENGINEERING MUST BE
SUBMITTED TO THE ENGINEER OF RECORD FOR SUCH DESIGN CONSIDERATION
PRIOR TO THE JOB BEING PERMITTED, FABRICATED OR INSTALLED. LEAD-TIMES
FOR SUCH WORK WILL DEPEND ON OUR CURRENT WORK LOAD AT ANY GIVEN TIME.
THE ITEMS BELOW ARE NOT PERMITTED ON ANY
ENCLOSURE WITHOUT SITE -SPECIFIC DESIGN 8
AUTHORIZATION FROM THE ENGINEER OF RECORD.
I. NO SCREEN ROOF BEAMS SHALL BE LOCATED WITHIN 12-INCHES OF ANY OUTSIDE
COINER OF ANY WALL, FASCIA OR STRUCTURAL GUTTER
2. NO CABLE BRACING SHALL BE USED ON ANY ENCLOSURE AT ANY TIME FOR THE
RESISTANCE CF ANY IMPOSED DESIGN LOADING.
3. THERE SHALL BE NO SUBSTITUTION CF EITHER CONCRETE ANCHOR TYPE OR
MANUFACTURER OTHER THAN THOSE SPECIFIED ON THESE ENGINEERED DESIGN
DRAWINGS. '
4. THERE SHALL BE NO SCREENING UTILIZED THAT 15 FINER THAN 18 x,14 MESH
SCREEN WITHOUT SITE -SPECIFIC DESIGN (THAT SHALL BE DONE PRIOR TO THE
JOB BEING FABRICATED OR INSTALLED) WITH JOB DRAWINGS BEARING THE
ENGINEER OF RECORDS ORIGINAL SIGNATURE (IN BLUE INK) UNDER HIS
EMB0555D SEAL.
5. ALL SCREEN ROOF ENCLOSURES MUST BE POSITIONED ON THE EDGES OF THE
CONCRETE DECK 50 THAT THE OUTER SURFACE OF THE SCREEN FRAME IS NO
LESS THAT 2 3/4 - INCHES IN FROM THE EDGE, TO CREATE PROPER EDGE DISTANCE
FOR THE SPECIFIED CONCRETE ANCHORS AT THE BASE OF EACH COLUMN.
6. ALL ROOF PURLIN5 IN THE ROOF AND CHAIR RAILS IN THE WALLS SHALL NOT
EXCEED 8-FEET CENTER - TO - CENTER SPACING (SEE APPROPRIATE DETAILS ON
OTHER SHEETS OF THIS DRAWING FOR SPECIFIED MATERIAL SIZES REQUIRED FOR
ANY GIVEN APPLICATION.
1. NO SCREEN ROOF ENCL05URE SHALL BE INSTALLED UTILIZING SEVEN-INCH STRUCTURAL
GUTTER AS IT IS NOT PERMITTED, OR STRUCTURALLY ADEOUATE UNDER THIS ENGINEERING.
THE ITEMS BELOW MUST BE SUBMITTED TO THE ENGINEER
OF RECORD PRIOR TO MEASURING i LAYOUT, FABRICATION
OR INSTALLATION FOR THE REQUIRED SITE -SPECIFIC DESIGN.
I. ANY SCREEN ROOF ENCLOSURE THAT UTILIZES ROOF BEAMS THAT EXCEED 40-FEET IN SPAN, AT
ANY POINT ON THE ENCLOSURE.
2. ANY SCREEN ROOF ENCLOSURE THAT UTILIZES WALL COLUMNS (UPRIGHTS) THAT EXCEED P-FEET
IN HEIGHT AT ANY POINT ON THE ENCLOSURE.
3. ANY ENCLOSURE THAT UTILIZES ANY CARRIER BEAM (A BEAM THAT ACTS AS SUPPORT FOR ANY
OTHER SCREEN ROOF [BEAM) AT ANY POINT ON THE ENCLOLSURE. NO CARRIER BEAM SHALL BE
PERMITTED TO BE MOUNTED TO THE FASCIA OF ANY HOST STRUCTURE lAS PRIMARY SUPPORT).
4. INSTALLATION OF ANY SCREEN ROOF ENCLOSURE ON AN EXISTING HOUSE FASCIA WHERE THE
OVERHANG EXCEEDS 2-FEET. NOTE THAT IF THE EXISTING RESIDENCE WAS CONSTRICTED UNDER
ANY BUILDING CODE PRIOR TO F.B.C. 2001, THE JOB MAY RECIUIRE FOURTH -WALL TYPE CCNST, AS
THERE 15 NO WAY TO CERTIFY THE ABILITY OF A HOST STRUCTURE THAT WAS ONLY BUILT TO WITH-
STAND 110 MPH WIND LOADS OR LESS, (AS WAS REQUIRED UNDER PREVIOUS BUILDING CODES) TO
RESIST THE IMPOSED LOADS OF AN ENCLOSURE THAT 15 DESIGNED TO WITHSTAND THE LOADS
IMPOSED UNDER THE 140 MPH WIND LOAD SPECIFIED IN THE CURRENT BUILDING CODE.
SNAP / LAP JOINT 11
CONNECTION NOTE:
ALL FRAMING MEMBERS ON ANY
ENCLOSURE THAT UTILIZE SNAP
OR LAP JOINT IN THEM SHALL
HAVE 012 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.
1
MINIMUM FOOTER TA5LE5
MONO
MAX.8M.
F
6' x 8' WITH
(U 5o CONT.
UP TO 38'
8' x
lU 5o CONT.
UP TO 41'
10' x 12' WITH
(U 50 CONT.
UP TO 48'
12' x 12' WITH
(2) 50 CONT
UP TO 55'
ISOLATED
MAX. BM,
FOOTER(')
51DAN
12' x 12' WITH
(2) 5a CONT.
UP TO 30'
12, x IS' WITH
31' i0 39'
(2) 050 CONT.
14' x 16' WITH
(2) 59 CONT.
40' TO 44'
16' x 16' WITH
44' TO 52 ,
(2) 50 CONT.
IF A JOB EXCEEDS THESE PARAMETERS, THE FOUNDATION
MUST BE SITE -SPECIFICALLY DESIGNED BY THE ENGINEER
MONOLITHIC FTG. LOAD CAPACITIES ARE BASED
ON A MIN. OF 3 FEET OF CONT. CONCRETE, 2,500 PSI
MINIMUM, W/ WIRE OR FIBERa MESH REINFORCEMENT
O ISOLATED FOOTERS MAY BE USED
ON EDGE OF EXIST. CONC. SLAB
OR UNDERNEATH THE PERIMETER
OF BRICK PAVER DECK (ALL SIDES)
THE ENGINEER OF RECORD WILL NOT BE ABLE
TO CERTIFY THE STRUCTURAL INTEGRITY OF
ANY EXISTING CONCRETE DECK / FOOTINGS
THAT WERE INSTALLED WITHOUT PERMITS, AS
THERE WOULD BE NO RECORDS TO VERIFY
CONCRETE THICKNESS', FOOTER SIZES AND
THE SIZE AND QUANTITY OF STEEL RE -BARS
THAT WOULD BE REQUIRED UNDER THE
CURRENT BUILDING CODE STANDARDS.
SCREW SPACING AND EDGE D15TANCE SPEG.'S
THIS TABLE IS BASED ON THE PROPERTIES OF C-1022 LOW CARBON STEEL SMS
AND SELF -DRILLING (TEK) SCREWS, WHICH ARE AN INDUSTRY STANDARD SCREW.
SCREW SIZE
NOMINAL SCREW
DIAMETER (IN.)
MIN. EDGE
DISTANCE
MIN. CENTER -TO -
CENTER DISTANCE
08
0.156
5/16'
1/I6,
010
0.188
3/8,
1/2'
012
0.21E
1/2'
5/8'
014
0.250
5/8,
3/4'
INTERNAL CONNECTION SPECIFICATION (UTILIZING SCREW BOSSES)
ALL INTERNAL CONNECTIONS UTILIZING THE EXTRUDED SCREW BOSSES SHALL HAVE
010 SMS SCREWS, WITH A MINIMUM EMBEDMENT INTO THE SCREW BOSS OF 1 3/4" (UNLESS
OTHERWISE SPECIFIED ON ANY CONNECTION DETAIL). ALL SCREW BOSSES IN A GIVEN
EXTRUSION MUST BE FILLED (EXAMPLE: THE 3 x 3 x 010 CHAIR RAIL (MINIMUM SIZE)
THAT HAS SIX SCREW BOSSES, MUST HAVE SIX OF THESE 010 SMS SCREWS INSTALLED
AT EACH END OF THAT COMPONENT, AT EACH CONNECTION).
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 RECNJIRED TO HAVE SPLINE INSTALLED IN THEM ARE ALL OF _
THE DIAGONAL WALL AND ROOF BRACING. `
DESIGN DISCLAIM
CONCRETE ANCHOR SPECIFICATIONS:
ALL CONCRETE ANCHORS SPECIFIED ON THIS DETAIL
SHEET ARE MANUFACTURE[) 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
a
d
a
MANUFACTURER'S CONCRETE ANCHORS 15 PERMITTED
fi
WITHOUT SUBMITTAL OF THE COMPANY'S TEST DATA (T0
EQUIVALENT LOAD CAPACITIES) AND A WRITTEN,
o
VERIFY
,,, o o
SIGNED AND SEALED LETTER OF AUTHORIZATION FROM
] � wo z
'
THE ENGINEER OF RECORD. ANY UNAUTHORIZED ANCHOR
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w
SUBSTITUTION SHALL BE DEEMED NON -COMPLIANT WITH
a_ o
THIS DESIGN. THE ANCHORS TO BE USED FOR APPLICATIONS
9 u77 �a
SPECIFIED IN THIS ENGINEERING DESIGN PLAN ARE AS
12 a
m� mz
FOLLOWS:
o � � _
�a912r=
I/4' DIA FASTENERS: RED HEAD ITW TAPCON (SEE INDIVIDUAL DETAILS
y G 0
FOR MINIMUM EMBEDMENT DEPTH INTO CONCRETE)
cl W a
3/8' DIA. FASTENERS: 3/8' TRU BOLT WEDGE ANCHOR (SEE INDIVIDUAL
r>
LL
0 ``0'
DETAILS FOR QUANTITY OF FASTENERS NEEDED)
(MINIMUM EMBEDMENT SHALL BE 3' INTO CONCRETE
z y
UNLESS OTHERWISE SPECIFIED IN ANY DETAIL)
oca
3/8' LARGE DIAMETER TAPCON (LDT) (SEE INDIVIDUAL
DETAILS FOR QUANTITY OF FASTENERS NEEDED)
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p
(MINIMUM EMBEDMENT SHALL BE 2112' INTO CONCRETE
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UNLESS OTHERWISE SPECIFIED IN ANY DETAIL)
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FOR BRICK PAVER INSTALLATION:
FOR INSTALLATION ON A BRICK PAVER DECK, THE ONLY FASTENERS THAT
=
WILL MEET THE DESIGN CRITERIA INDICATED WITHIN THESE DESIGN SPEC.'S
CD
ARE THE RED HEAD TRU BOLT WEDGE ANCHOR (3/5' x V, WHICH BASED
ON 1/8' ANGLE, I x 2 O.B., 21%' THICK BRICK PAVER AND A MAXIMUM MORTAR
O O
U 0. m ^
co
BED THICKNESS OF 3/4'. THIS SCENARIO WILL STILL MEET THE MINIMUM
L= � Z
FASTENER EMBEDMENT. IF ANY OF THESE CONTRIBUTING FACTORS EXCEED
®
THE DIMENSIONAL BREAKDOWN INDICATED, THE JOB MUST BE PRESENTED
W C-
TO THE ENGINEER OF RECORD FOR SITE -SPECIFIC ANCHORING DESIGN.
CL I---
d C/3 W W
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EXIST. HOUSE FASCIA NOTES:
®a" ®- to
IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING
cmp
CONTRACTOR TO INSPECT AND INSURE THE CONDITION
OF THE EXISTING FASCIA, TO DETERMINE IF IT IS IN GOOD
ENOUGH CONDITION TO SUPPORT THE PROPOSED SCREEN
ENCLOSURE (PRIOR TO ITS INSTALLATION)
w
THERE IS NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IN THIS ENGINEERING DESIGN DOCUMENT
REGARDING THE ABILITY OF ANY HOST STRUCTURE TO RESIST THE BUILDING CODE SPECIFIED DESIGN
C
LOADS IMPOSED BY ANY PROPOSED SCREEN ENCLOSURE. SUCH CERTIFICATION WILL BE DEPENDENT
a
ON AVAILABILITY OF ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS, AS WELL AS ORIGINAL PERMIT
AND INSPECTION RECORDS FOR THE HOST STRUCTURE. CERTIFICATION OF THE HOST STRUCTURE, IF IT IS
le
E ONLY IF THESE RECORDS CONTAIN�TlI P
NEEDEY THE ENGINEER TO PERFORMALL OF THE NECESSARY ANALYS Efp IF IA GHNs
CERTIFICATION 15 EN E
k
Ld
a
DESIGN NOTE: ALL THRU-BOLTS PASSING THROUGH ANY ALUMINUM
MATL. WITH A WALL THICKNESS LESS THAN .OSO, SHALL HAVE A Ins -INCH
(OUTSIDE DIA.) FENDER WASHER (SEE GENERAL NOTE #2 ON SHEET r2
REGARDING SEPARATION OF DISSIMILAR METALS).
THE CONTRACTORS MAY, IF THEY CHOOSE, INSTALL THE ANGLE CLIPS
FOR THE DIAGONAL TUBE BRACING (WHERE IT ATTACHES TO THE SELF -
MATING SCREEN ROOF BEAMS) WITH THE THRU-BOLTS ONLY PASSING
THROUGH ONE HALF OF THE BEAM. THIS IS A STRUCTURALLY ADEQUATE
ALTERNATIVE, AND WILL PER'TIT INSTALLATION OF THESE ANGLE CLIPS
IN THEIR SHOP, DURING FABRICATION (POSSIBLY SAVING TIME DURING
INSTALLATION IN THE FIELD).
NOTE:
ALL DIA60NAL BRACING SHALL BE ATTACHED
VIA THE 2 x 2 x lia' ANGLE CLIPS, AS SHOWN,
AND SHALL HAVE EACH END ATTACHED TO
EITHER THE SCREEN ROOF BEAM OR TO THE
EVE RAIL. NO DIAGONAL BRACING SHALL BE
ATTACHED TO ANY OF THE ROOF PURLINS
DESIGN NOTES:
ALL DIAGONAL BRACING, USED EITHER IN THE ROOF,
OR AS W-BRACING IN THE WALLS SHALL BE 2' x V
x .093 WALL THICKNESS TUBE, AND SHALL BE CUT TO
FIT SNUG, WITH NO PLAY OR SHIFT IN THE BRACING.
SEE DETAILS AT RIGHT FOR CONNECTION SPECIFICATIONS
N
UPPER ANGLE CLIP TO BE PLACED
AT SAME ANGLE AS THE MANSARD
LEG OF THE SCREEN ROOF BEAM
2 x 3 x .010 EVE RAIL
2 x 2 x ia' ANGLE CLIP, CUT
AT A 45' (./-) ANGLE AND
ATTACHED TO THE 2 x 3 x
.010 EVE RAIL WITH ONE (1)
11/4' DIA. THRU-BOLT, WITH
FENDER WASHER (SEE
DESIGN NOTE AT LEFT
2 x 3 x .010 SCREEN
ROOF PURLIN
N
Z x 3 x .010 SCREEN 1 2 x SMB SCREEN ROOF
ROOF PURLIN �/
BEAM (TYP)
JOINT
2 x 2 x '/a' ANGLE CLIP, CUT
AT A 45' (d-) ANGLE AND
ATTACHED TO THE SCREEN
-- ROOF BEAM WITH ONE (1)
11/4' PIA. THRU-BOLT, WITH
® FENDER WASHER (SEE
DESIGN NOTE AT LEFT
2 x 2 x .093 DIAGONAL ROOF BRACE, CUT
AT 45' ANGLE (+/-) AT EACH END AND
ATTACHED TO EAGN ANGLE CLIP WITH A
1/4' DIA. THRU-BOLT, AS SHOWN
TYPICAL ANGLE ARTICULATION
TO CREATE UPWARD ANGLE
[DIAGONAL -GOOF BRAGING DrTAIL
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SPLICE PLATE MATERIAL -
SHALL BE 1/4' THICK (MIN.)
AND BE EITHER "6063-T6
OR %Orel-T6 ALLOY
BEAM SPLICE DETAIL (2 x S BEAMS AND L
(MUST USE 1/4' THICK GUSSET PLAN
o t�K SCREW
3• ,, (TYPICAL) _
0 - - - 1 =m
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0 0 0
\\ 0 0 0 0 _ �m
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\\ 0 SPLICE PLATE MATERIAL
p`ATE3\OSH SHALL BE 3/16" THICK (MIN.)
z• 10,A� AND BE EITHER 0606349?
OR 16061-T6 ALLOY
BEAM SPLICE DETAIL (2 x 7 BEAMS AND SMALLER)
r(MUST USE 3/1(o" THICK GU55ET PLATE)$
TYP-F
BEAM
TYPICAL 3/16'-
OR 1/4' THICK
SPLICE PLATE
SPLICE PLATE TOLERANCE NOTE:
ALL SPLICE PLATES (ALUMINUM
ALLOY %063-T6 or kc06I-%)
SHALL BE CUT TO BE �0.000 /
-00625, AS INDICATED IN THE
SCHEMATIC DRAWING AT LEFT
DIAGONAL WALL 5IRACING (11K" BRACING) DETAIL
SU
E
UST
JVEi
113
x .010 H
C ; NER UPRIGHT
4-INCH x 4-INCH x -
.010 PLATE, WITH
(4)12 TEKS IN THE
3 x 3, (3) 92 TEK5
IN THE BOTTOM I
x 2 AND (3) V TEKS
IN THE 2 x 2 BRACE
3x3I.".. "
COLUMN
2x2x093Ti
DIAGONAL BF
I x 2 BOTTOM
SCREEN FRAt
2x3x.010ROOF
PURLIN
1x2015TOP
SCREEN FRAME
2x2x.093TUBE
DIAGONAL BRACE
3 x 3 x.010 CHAIR
RAIL
2 x 2 x .093 TUBE -
DIAGONAL BRACE
DETAIL "A°
(OUTSIDE)
(INSIDE)
I x 2 OB BOTTOM
SCREENFRAME
3 x 3 'H' CORNER
COLUMN
2 x 2 x .093 TUBE
DIAGONAL BRACE
I x 2 BOTTOM
SCREEN FRAME _
I -INCH x 3-INCH x
.093 ANGLE, CUT 4-
INCHES LONG, WITH
(3)12 TEKS IN THE
3 x 3,(3) 912 TEKS
IN THE BOTTOM I
x 2 AND (3) 012 TEKS
IN THE 2 x 2 BRACE
2 x SMB SCREEN
ROOF BEAM
2 x 5MB UPRIGHT
2x2x.093TU15E-
DIA60NAL BRACE
3x3x.010
CHAIR RAIL
2 x 2 x .093 TUBE -
DIACsONAL BRACE
2 x 5 SMB UPRIGHT
(MINIMUM SIZE)
2 x 2 x .093 TUBE -
DIAGONAL BRACE
2 x 5 5MB UPRIGHT
(MINIMUM SIZE)
3x3x.019
CHAIR RAIL
DETAIL '5
0 0
0 A
0
0
0
0 0 00
0
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(OUTSIDE)
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4-INCH x 10-INCH x p a 0 8 °:
.010 PLATE, WITH (1) R � w a 9� N
112 TEKS IN THE SMB � a
UPRIGHT, (3) M2 TEKS Z fn
IN THE CHAIR RAIL o
AND (3) 012 TEKS IN
EACH 2 x 2 BRACE
INCH x 3-INCH x
—1-
.0
INCHES LONG, WITH
5MB UPRIGHT AND
(3)112 TEKS IN THE
��3
2 BRACE
x3x.010
CHAIR RAIL
— I -INCH x 3-INCH x
.093 ANGLE, CUT 4-
INCHES LONG, WITH
(3) M2 TEKS IN THE
SMB UPRIGHT AND
(3) N2 TEKS IN THE
2 x 2 BRACE
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SCREEN ROOF ENGLOSURE-TO-HOST STRUCTURE ATTACHMENT [DETAIL
DESIGN NOTE: THE 3-INCH LEG OF THE ANGLE SHALL 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 (3/6' x 31'/2')
CAP (TYP)
HOST C.B.S. WALL (TYP)
TYP SCREEN ROOF BEAM
1 x 2
2' x 3' x .IB' ANGLE W/ (4) 012
TEKS, TYP. EACH SIDE OF BEAM
FA5CIA REINFORCEMENT DE5I6xN NOTE:
ALL FASCIA BOARDS ON ANY EXISTING H05T STRUCTURE THAT WILL HAVE
ANY PART OF THE PROPOSED SCREEN ENCLOSURE ATTACHED TO IT SHALL
BE REINFORCED, BY PLACING ONE lU 1/4' x 4' LAG SCREW INTO THE END OF
EVERY TRUSS TAIL (WHERE THE PROPOSED SCREEN ENCLOSURE IS BEING
INSTALLED). THESE TRUSS TAILS MUST BE PILOT DRILLED WITH A 5/32' DRILL
BIT TO PREVENT SPLITTING THE END OF THE TRUSS TAILS. IT SHALL BE THE
REPSONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT THIS STEP
IS COMPLETED, AS SPECIFIED, PRIOR TO ANY INSTALLATION TAKING PLACE.
FASTENER SHALL BE 1/4' x 3 1/2'
RED -NEAP ITW TAPCON FOR ALL
2' x (o' BEAMS AND SMALLER. FASTENERS
SHALL BE 3/8' DIA. FOR 2' x T' BEAMS
AND LARGER (SEE DESIGN NOTE ABOVE
REGARDING 3/6 FASTENER SPACING)
WALL ATTACHMENT
10-INCH LONG 1.125 THICK) EXTRUDED-
Z' GUTTER INSERT, TYP CENTERED ON
EACH ROOF BEAM, WITH FOUR (4) 010
TEKS THRU TOP LIP OF GUTTER
4' x 2 i4' LAGS, FOUR (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)
5'STRUCTURAL'
GUTTER (CONT.)
FA5CIA REINFORCEMENT
SPECIFICATIONS
11/4' x 4' LAG SCREW, TO
BE INSTALLED INTO THE
END OF EVERY TRUSS
TAIL WHERE A SCREEN
ENCLOSURE WILL BE
ATTACHED. THE TRUSS
TAIL SHALL BE PILOT -
DRILLED WITH A 5/32'
DRILL BIT (TO PREVENT
SPLITTING THE END OF
THE TRUSS TAIL)
SEE 'SNAP / LAP CONNECTION'
NOTE ON SHEET I FOR SPEC.'S
1 x 2 SCREEN
FRAME(TYP)
PLAN VIEW
2 x 3 x .125 ANGLE CLIP
(CUT 2' LONG) W/ 3-INCH
LEG AGAINST i x 2. CLIP
SHALL HAVE FOUR (4) 112
TEKS INTO SIDE OF ROOF
BEAM AND TWO (2) 14 x
2' TEKS (PER ANGLE CLIP)
THRU 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
OR SLOPED)
2USS TAIL (TYP)
U-lglHIYlY4.L
CAP (TYP)
x FASCIA
30ARD (TYP)
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 -FASCIA 11Y (MIN. EMBEDMENT).
IT SHALL BE THE RESPONSIBILITY OF THE SCREEN
CONTRACTOR TO VERIFY THE PRESENCE OF THIS
SUB -FASCIA.
10-INCH LONG 1.125 THICK) EXTRUDED -
Z' GUTTER INSERT, TYP GENTERED ON
EACH ROOF BEAM, WITH FOUR (4) 010
TEKS THRU TOP LIP OF GUTTER
2 x HOUSE FASCIA
(SEE FASCIA NOTE
ABOVE)
q' x 2�i4' LAGS, FOUR (4)—
IN EACH 10-INCH INSERT
AND 24° O.C. (MAX. /
SPACING) THE REST
OF THE GUTTER (PILOT
DRILL FASCIA W/ 5/32'
BIT TO AVOID SPLITTING)
I x 2 x .0133 ANGLE SPACER -
(FOR ANGLED FASCIA BD.
ATTACHMENT), ATTACHED
W/ TWO (2) ROWS OF *10 TEKS
(STAGGERED), EACH ROW AT
18' O.C. (MAX. SPACING)
STRUCTURAL GUTTER CONNECTION [DETAIL
I TF' SCRI=kN ROOF BEAM
x2
" x 2' x .125' ANGLE W/ (4) 112
EKS, TYP. EACH SIDE OF BEAM
/4' x 2 1/2' LAG SCREW TYP. I
EACH SIDE OF BEAM (2' x 6' BEAMS
4ND SMALLER) 3/8' x 2 1/2' LAG
SCREW (2' x l' BEAMS AND LARGER)
FASCIA ATTACHMENT
SEE 'SNAP / LAP CONNECTION'
NOTE ON SHEET I FOR SPEC.'S
—U-CHANNEL
CAP (TYP)
I x 2 SCREEN
FRAME (TYP)
L 5'STRUCTURAL
GUTTER (CONT.)
5ECTION VIEW
TYP. 2 x SCREEN ROOF
BEAM (MAY BE FLAT
OR SLOPED)
2 x 3 x .125 ANGLE CLIP
(CUT 2' LONG) W/ 3-INCH
LEG AGAINST I x 2. CLIP
SHALL HAVE FOUR (4) #12
TEKS INTO SIDE OF ROOF
BEAM AND TWO (2) 014 x
2' TEKS (PER ANGLE CLIP)
THRU GUTTER AND INTO 'Z'
GUTTER INSERT (TYP. ONE
ANGLE CLIP ON EACH SIDE
OF EACH BEAM)
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2 x 2 x 3/16' ANGLE, WITH FOUR
(4) 012 TEKS INTO THE UPRIGHT
AND ONE (U 3/8' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
SIDE WALL)
I x 2 OB BOTTOM FRAME
I x 3 OB SIDE -WALL C
UPRIGHT
2 x 3 x .010 EVE RAIL, -
TYP. (CONTINUOUS)
FRONT WALL
I x 2 OB BOTTOM FRAME
2 34', MIN. EDGE
DISTANCE
3 x 3 x .010 FRONT WALL
CORNER UPRIGHT
010 x 2' SMS SCREW, WITH 5/8'
DIA. WASHER (SEE GENERAL
w
w
u
NOTE 03, SHEET n) TO BE 18-
i
¢
INCHES, CENTER -TO -CENTER
ifm
MAX. SPACING ..
,a I
o
PLAN VIEW
I x 2 OB TOP FRAME— —`
I x 3 OB SIDE -WALL CORNER
UPRIGHT
010 x 2' SMS SCREW, WITH 5/8'
DIA. WASHER (SEE GENERAL
NOTE 03, SHEET 02) TO BE IS -
INCHES, CENTER -TO -CENTER
MAX. SPACING
2 x 2 x 3/16' ANGLE, WITH FOUR
(4) 012 TEKS INTO THE UPRIGHT
AND ONE (U 3/5' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
0
I x 2 OB BOTTOM FRAME
ELEVATION VIEW
MANSARD SCREEN ROOF
BEAM (BEYOND)
2 x 5 x''a' ANGLE (2-INCHES
LONG) WITH (2) 014 TEKS INTO
TOP OF 2 x 3 EVE RAIL AND
(2) 014 TEKS INTO THE FRONT
OF THE 3 x 3 H FRONT WALL
CORNER UPRIGHT
3 x 3 x .010 FRONT WALL
CORNER UPRIGHT
2 1/4', MIN. EDGE
DISTANCE
CORNER UPRIrz�NT DETAIL
NOTE: THIS ATTACHMENT
I x 2 O.B. SCREEN FRAME,'''
DETAIL ALSO APPLIES TO
TYP. BENIEEN UPRIGHTS .y
A 2 x 2 SCREEN FRAME,
OR AS UPRIGHLW"I&AINS{
W/ THE FASTENER BEING
A WALL OR COLUMN., "
4' IN LENGTH, TO
1/4' DIA. x 3'f4 TAPCON
MAINTAIN A 2' MIN
TO BE PLACEP,A7 NO MORE.-
EMBED.
THAN IS' O.C. (RE GEN. NOTE "3)
MIN EMBEDMENT FOR
NC. / CBS. /,{MA50NRY.•'Y,._
ALL TAPCONS SHALL
EUWACE FY;';,'
BE 2' INTO CONCRETE.
NOTE: ALL FASTENERS SPECIFIED IN 'COLUM-TO-FOUNDATION' DETAILS
PERTAIN ONLY TO THE FASTENERS TO BE PLACED ON EITHER SIDE
OF COLUMNS. THIS DETAIL IS FOR ALL INTERMEDIATE FASTENEF&FOR,
I x 2 SCREEN FRAME TO EITHER CONC. DECK OR C.B.S. MASONRYI:WALL.
2 x 3 x .010 ROOF PURLIN
2x3x010EVE RAIL,
TYP. (CONTINUOUS)
2 x 5 x''a' ANGLE (2-INCHES
LONG) WITH (2) 014 TEKS INTO
TOP OF 2 x 3 EVE RAIL AND
a) N4 TEKS INTO THE FRONT
OF THE 2 x SMB SIDE WALL
UPRIGHT
I x 2 OB TOP FRAME
90 x 2' SMS SCREW, WITH 5/8'
DIA. WASHER (SEE GENERAL
NOTE 63, SHEET 62) TO BE 18-
INCHES, CENTER -TO -CENTER
MAX. SPACING
2 x 5 SMB UPRIGHT (MINIMUM
SIZE FOR ANY UPRIGHT ON A
SCREEN ROOF ENCLOSURE)
4' MIN. ED
DISTANCE
SEE 'MINIMUM FOOTER
TABLES' ON SHEET PI
21ia' x 11i=' U-CHANNEL CLIP
ATTACHED TOJHE EVE RAIL
WITH SIX (6),012 TEKS, AND (3)
112 TEKS JNTO,EACH SIDE OF
THE 2 s 4 ROOF PUPIL IN (TO
BE ATTACHED ION THE TOP
END TO THE SCREEN ROOF
BEAM ItZf%THE SAME MANNER
2 x 4 x 'ka' ANGLE (2-INCHES
LONG) WITH;(2) 014 TEKS INTO
BOTTOM 6THE'�2 x 3 PURLIN
AND (2d1'•'74 TEKS INTO THE
BACK(OF THE 2.x_5MB SIDE
WALL UPRIGHT
3 x 3 x 910 CHAIR RAIL (TYP)
a
4R I1-
2 x 2 x 3/16, ANGLE, WITH FOUR
(4) 12 TEKS','INTO THE UPRIGHT
AND ONE lU 3/8' RED -HEAD
TRU-BOLT' WEISGE-ANCHOR
(MIN. OF'4-INCH EMBEDMENT
INTO THE CONCRETE)
x 2 OB BOTTOM FRAME
SIDE WALL UPRIGHT DETAIL
Awilil l t
2x5-2x6
2X'1-2x8
2x9
2x1O
2 x SMB SCREEN ROOF
2 x 3 x .010 ROOF FURL IN
NO. OF 014 TEKS
(PER SIDE)
(2) 014 TEKS
(4) #14 TEKS
(5) 014 TEKS
(6) 014 TEKS
2 x 5 x''a' ANGLE (2-INCHES O O 1
LONG) WITH (2) $14 TEKS INTO 0 01
TOP OF 2 x SMB BEAM AND
(2) 014 TEKS INTO THE FRONT O 0�
OF THE 2 x SMB FRONT WALL
UPRIGHT
I x 2 OB TOP FRAME
110 x 2' SMS SCREW, WITH 5/6
DIA. WASHER (SEE GENERAL
NOTE 13, SHEET 02) TO BE 18-
INCHES,CENTER-TO-CENTER
MAX. SPACING
2 x 5 SMB UPRIGHT (MINIMUM
SIZE FOR ANY UPRIGHT ON A
SCREEN ROOF ENCLOSURE)
V/4' MIN. EDGE
DISTANCE
I x 2 OB BOTTOM FRAME —
SEE 'MINIMUM FOOTEF
TABLES' ON SHEET "I
FRONT WALL
SCREEN ROOF BEAM SHALL
OVERLAP ON THE OUTER SIDE
OF BOTH 51DES OT THE UPRIGHT
(TYP. EACH BEAM -TO -UPRIGHT
CONNECTION)SEE TABLE ABOVE
FOR NUMBER OF 014 TEKS, AS
SPECIFIED BASED ON BEAM SIZE
3 x 3 x .010 CHAIR RAIL (TYP)
2 x 2 x 3/16' ANGLE, WITH FOUR
AND ONE (1) 3/8' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
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Aluminum Checklist:
Date: Permit# —MD4-0523 Tech: lslt
I
Application p K Missmg II at AppI Notes
--- - - _- -- - --
- - -- ✓ -1 -
Address
S/D Site Plan Names
PID # &Legal Match I
Parcel Size D Lot Dimensions
Description . —
..
Cunstruction Type
Actual Setbacks _ V/
i
F + -
ermined?
Con itlona .
P
gmred7
-- --- I -
_ ....--- -- --
Owner Info. B GED match �✓
Pg.' 3 Signed G Notarized
_.. _....
Office Use Pg.
Zoning ✓ It
Easements
FCC Code
—_ ✓ _i _. ..__...
Review Signatures _ I i; _ _ i
Documents f
GEo
filled Lands Affadavit ! } T^0�
Sub Summary j
Owner Builder Affadavit
I I
Dther
-- — -- -- —
Dimensional Conformity / !I
honing I, '---- -t- --I
Setbacks
I.
M/H Structure to Structure II
Survey
Raised Seal f t/
_ V —
Property Matches all Descriptions
Easments _
Orientation Matches Plans !
Flood Zone —
-e- ---
-- --I
�OX -_
Missing
N/A
FFE Shown----
I V
Plat Plan to Scale (if Used)
MAII Park Approval
Ttf
City View SCF88n(s)
-0rup.
-T!
main.
Lot Size
OR Book 6 Pg.
Plat Book 6 Pg.
Lot 6 Black #'s
V
Flood Zone
Utilities
-
Legal
Prop. -Owners- Phone --
Permit Pg. I
—7-
FCC Cad'es PErmi-t-Type Match-
Contractor Phone B Fax (E-mail)
Setbacks
Reviews
correct type, date 9 forwards
Code Compliance Division
2300 Virginia Avenue
Ft Pierce, FL 34982
Phone: (772) 462-1653 Fax: (772) 462-2522
http:/IsUucieco.gov/ce
PROPERTYINFORMATION
Address:
1300 LANCEWOOD TERR
Unit # :
City I State I Zip:
PLM
Parcel#:
4426-804-0011-000/8
Zoning:
PUD
APPLICATION INFORMATION
Permit Number.
0704-0528
Activity Type:
Other
Permit Type:
Pool Enclosure
Review Comments
Owner(s):
Joan M Nartowt
FL 34990
Jurisdiction: St. Lucie County
Lot#: Block:
Application Type: Building Permit w/o subs
Other Activity: ALUMINUM STRUCTURE
Stories: 1
Automatic Sprinkler System? ❑
Page 1
Contractor Name: DRAMBLE WILLIAM T Fax Number 772-468-0287
Business Name: COASTAL ALUMINUM CONSTRUCTION INC
Business Addr: 4205 METZGER RD
City/State/Zip: FT PIERCE, FL 3
REVIEWS AND COMMENTS
Review Tvce Status Reviewed By Date Started Date Complete Date Released
Front Counter Review Complete Beatriz Goycochea 04/27/2007 04/2712007
Notified for Pickup Pending
Plans Examiner Review Pending
Supervisor Review Pending Diane Flanigan 06/1612007
05/16/2007 2 Comment CORRECTED NO C NEEDED AT TIME OF PERMIT PICK-UP.
NEEDS TO BE RECORDED WITH THE ST LUCIE COUNTYCLERK OF COURT. NOC SUBMITTED HAS
BEEN RECORDED IN MARTIN COUNTY NOT ST. LUCIE COUNTY
Zoning Review Complete Last[ Hunt 05/1112007 05111/2007
DATE FILED: > / 7 U 7
REVISION FEE:
PERMIT #: Q 7G ! 0 �_Z
RECEIPT #:
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FLORIDA 34982-5652
772-462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
1. LOCA
am
PROJECT INFORMATION
2. DETAILED DESCRIPTIONS OF
REVISIONS: t `� rr\
3. CONTRACTOR INFORMATION:
ST. OF FL REG/CERT #:
BUSINESS NAME: rv�
QUALIFIERS NAME: i3cl\ 4�%M
ADDRESS: K2o.
CITY:
PHONE (DAYTIME):
4. ARCHIT/ENGINEER:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
12/19/02
LUCIE COUNTY CERT #: 2O 1 Z 1
A
STATE 'F,— ZIP:
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
httpJ/stlucleco.gov/ce
PROPERTYINFORMATION
Address:
1300 LANCEWOOD TERR
Unit #:
City/State/Zip:
PLM
Parcel #:
4426-804-0011-000/8
Zoning:
PUD
APPLICATION INFORMATION
Permit Number:
0704-0528
Activity Type:
Other
Permit Type:
Pool Enclosure
Review Comments
Owner(s):
Joan M Nartowt
FL 34990
Jurisdiction: St. Lucie County
Lot # : Block:
Application Type: Building Permit w/o subs
Other Activity: ALUMINUM STRUCTURE
Stories: 1
Automatic Sprinkler System? ❑
CONTRACTOR INFORMATION
Contractor Name: DRAMBLE WILLIAM T Fax Number 772-468-0287
Business Name: COASTAL ALUMINUM CONSTRUCTION INC
Business Addr: 4205 METZGER RD
City/State/Zip: FT PIERCE, FL
REVIEWS AND COMMENTS
Page 1
Review Type
Status Reviewed By Date Started Date Complete Date Released
Front Counter Review
Complete Beatriz Goycochea 04/27/2007 04/27/2007
Notified for Pickup
Pending
Plans Examiner Review Pending
Supervisor Review
Pending Diane Flanigan 05/16/2007
05/16/2007 1
Comment PERMIT # 0704-0390 WAS ISSUED TO ADD & TO THE PATIO ON THE LEFT & BACK SIDES. THE
PLOT PLAN SUBMITTED FOR THE POOL ENCLOSURE DOES NOT REFLECT THE ADDITION TO
THE FOOT PRINT OF THE PATIO.
PLEASE SUBMIT A CORRECTED PLOT PLAN.
05/16/2007 2
Comment CORRECTED NO C NEEDED AT TIME OF PERMIT PICK-UP.
NEEDS TO BE RECORDED WITH THE ST LUCIE COUNTY CLERK OF COURT.
Zoning Review Complete
Lesii Hunt 05/11/2007 05/11/2007
00d9LompilonceDWWan - Review Comments:
23W Virginia Avanue -
FL Pierce, FL 349M .
Phato:(772)462-IMS Far, j%MA62-M22 :. ..
hhp9latlucleco.9ov/ce Page 1
rnvrcnr ■ LrYt[lrffNArf1J1Y
Address:
1300 LANCEWOODTEFIR Owner(s):
Unit # :
- Jcan M Nartowt
chy/State/Apo
PLM FL 34990 -
Pared # :
4426-804-0011.000/8 Jurisdiction: St. Lucie County _
Zoning
PUD Lot#: Biotic
AP LICA77ON INFORMATION
Peemh Number.
0704.0528 Application Type, ;Building Permit w/o subs
Activity Type:
Other . Otherktllrity: ALUMINUM STRUCTURE ,
PamItType:
P06I Enclosure Stories: :1
.
" • Automatic Sprinider System? ❑
CONZAIA-C-TORINFORMA7IOAi
Co r free Eec Name:
DRAMBLE WILLIAM T. Fax Number 772+466A287 ..
Business Nana:
COASTAL ALUMINUM CONSTRUCTION INC
Business Addr.
4205 METZGER RD . ...
pry/ State / Zip°
FT PIERCE, FL
REVIEW$ AND COMMENTS
Review Tune
Reviewed By 68N Started Date Comelem (late ReLgMjgd
Front Counter Review Complete'. ': Beatrix Goycoehea 0427rAW 04272W?
Notified for Pickup
Pending
. Plans Examiner Review Pending
Supervisor Review
. Pending Diane Flanigan 05n62007
05/16✓2007 1 -
Comment :PERMIT # 0704-0390 WAS ISSUED TO ACID V TO THE PATIO ON THE LEFT & SACK SIDES. THE
_
'PLOT PLAN SUBMITTED FOR THE POOL ENCLOSURE DOES NOT REFLECT• THE ADDITION TO
.
,THE FOOT PRINT OF THE PATIO.
. PLEASE SUBMIT A CORRECTED PLOT PLAN.
05/16/2007 2
Comment 'CORRECTED N 0 C NEEDED AT TIME OF PERMIT PICK-UP,
NEEDS TO BE RECORDED WITH THE ST LUCIE COUNTY CLERK OF COURT.
Zoning Review
Complem Lesll Hurt 05A72007 05/11/2007
• I TRANSMISSION VERIFICATION REPORT
TIME : 05/16/2007 11:11
NAME :
FAX
TEL
SER.0 BROH5J320634
DATE,TIME
05/16 11:10
FAX NO./NAME
94680287
DURATION
00:00:20
PAGE(S)
01
RESULT
OK
MODE
STANDARD
ECM
Code Compliance Division Review Comments
2300 Virginia Avenue
PL Pierce, FL 34982
Phone: [772) 462-ISM Fax; (772) 462.2522
hV91stlucleco.gov/ce Page 1
PROPERTY INFORMATION
Address: 1300 LANCEWOOD TERR
Unit # :
City/State/Ilp: PLM
Parcel # ; 4426-804-0011.000/8
Zoning: PUD
ARELJCATION INFORMATION
Permlt Number. 0704.0528
Activity Type: Other
Permit Type-. Pool Enclosure
CONTRACTOR INFORMA770AF
Contramor Name: DRAMBLE WILLIAM T
Owner(s):
Joan M Nartowt
FL 34990
Jurisdiction: St. Lucia County
Lot # : Blocio
Appllcation Type: Building Permit w/o subs
Other Activity: ALUMINUM STRUCTURE
Stories: 1
Automatic Sprinkler System? ❑
Business Name: COASTAL ALUMINUM CONSTRUCTION INC
Business Addr. 4205 METZGER RD
Fax Number 772-468.0287
City/ state / Zip: PT PIERCE, FL
RE 200 AND COMMENTS
Review To, Statue Reviewed Rv
Front Counter Review Complete Beatdz Goycoches
Date Started Date Como] ete Data Relea9ed
04/27/2007 D4/2712007
Notified for Pickup Pending
` NOTICE OF C0MMENCF2gEi NT
Permit Number
State p la I
Property Address county —�—� ` � � �
city -4- xlry-)
State L Zip - . + 9 D
The undersigned hereby forms notice that improvement will be made to certain real property, and accordance with Chapter 713, Florida
Statues, the fallowing Information is provided in this NOTICE OF C0M7gZNCFXAFM, —I �+ I /
Legal description ofprdpMtY_ ik(-6nI)P IDl6L+ 1�L1 WOL Vi
Vr �1-�a
General Dmscrrotion.ofTm.,...,.e..,_..a 4-,1nn 1 1,,� n I...l, J _ _a
-Owner
Addras
Owners
--. "--"`n`Frc'amcm—Fag Simple Title holder ifcther than owner
Contractor: Cc
Office Phone: 772-4_ 6�88
Office Fax: 772-468-0287
Surity Address '
Amount of Hood
Lander
Address
Persons within the state of Florida designated by ownarupon wham acticea or otltar dcaumepts may marred as ..
(a) 7, Florida statues: provided by soation 713.13
C
In addition to himself; owner
Address
To receive acopy ofthe Lien,
p- Owners Signature
Print or Type Own ame J O o.'A
Acknowledged before me this _ 30 . day
Who is personally ]mown to me or wJto'bas orc
Signature of Notary W\�
Print ,orTYPO Name of Notary'
Notary Seal Hera:
•:n'ey WILIIARE
.ROMANIELLO,JR.
°s•:
MY.COSSION if DD 605625
EXPI: January20;2011
'•'j;yF `wig`' Na'PubGcnMaiwnlars
u uo�e T� �OOS033
state Phone_ ®ATM BK ID_ID�m� G LL563
--_R 1I1aL1 a's }
RECORDED rjVORTOYOT- 2:12:41 PM
!LMER()'F'rZNG
CLEPiK OF fEAR�TI iU6IIF7iY-f•LOPiIDA
WcolzaF0 P.y'T rnpus (asst msr)
in section 713.13 (1) (b), Florida statuca
mate '3 3 d e y
Commission Number
Clark ofthe Court Seal Here:
as Iderdification.
EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FIiX`ii"3058236 OR�EA 2821 PAGE 38, Recorded 05/22/2007 •-p 14 PM ....
l C
NOTICE OF COMMENCEMENT
9tetvva, the faevwive lvfmmo4ov4 °°maoero certem real property, mdly mcordavvv with Chepty ]13, FIvrlda
11 II pratdIdad Iatitia NOTICE OF�IC'Oh¢Igr,NTCE�hff3VT. /+ / I<gd desrip't. afpnpeR t(),ryryry lr •lT�� Yla�—I Innn?LInTN ul
Oeaarel neeenpdoo,afSmpmvamavt
�--
Owvm lvlvaR iudb cfimprwammt Pvv aimpia Title boldvifmhvthm
Contractor: Coastal Aluminum, Construction-"4205Metzger Road FL Pierce, FL 34947
Office Phone: 772-468.0288 . Office Fax: 772-468-0287
Lovdv
add ee
Pvaam wf0ivlmvamvoiplcdy devigvrtrd.by awmr apm wlmmvad'am"
7.17oddv etaNev: - oty"damviaob mry be aervad mrsaNCed byaeNm 7I3.13
br eddttlm to dimsal{ awn" deal�ev
Own. 9lgoehva
hidaTypv Owe eme .�Oavn 1\
Avimowladgad bafm me the �dayef —
Wholapvaonailyimomtomamw produce
9ignafina ofNotary
'Ptird"Typo Noma ofNot"y
Notary seal Harm
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?r h1Y CAMMI5610NIDDWSh25
'alha IXPIflES:Je�YnBBff//Yaa177
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(1) m Flodde ot&tan
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Cnmmu%vn Numhv
S . LUC� COUNTY
T�1IUEAJfFY D C ISTOCIRTI RECT COhTTHATTHYO �T
oh]�. aa
Mi A,, -CLERK
OA
e
Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
Joan M Nartowt Record: 1 of 1
«Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
yUCIE
Site Address: 0 LANCEWOOD TERR
ParcellD:
4426-804-0011-000-8
Sec/Town/Range: 26:37S :40E
Account#: 127199
y
Map ID: 44123S
Land Use:
SF Res
ME
Zoning: PUD
City/Cnty:
ST. LUCIE COUNTY
�t
Ownership and Mailing
Legal Description
Owner: Joan M Nartowt
HARBOUR RIDGE -PLAT 9- LANCEWOOD VILLAGE UNIT 1 (OR
Address: 1300 Lancewood Terr
1440-605)
Palm City FL 34990
Sales Information
Assessment Final Total Land and Building
Dale Price Code Deed
Book/Page
2006 Val: 529600 Land Value: 0 Acres: 0
9/2512001 370000 00 WD
1440/0605
Assessed: 529600 Building Value: 529600
2/11/1998 340000 00 WD
1125/2989
Ag.Credit: 0 Finished Area: 2497 SgFt
9/3011994 417500 00 WD
0923 / 0412
Exempt: 0
6/2911990 350000 00 WD
0698 / 2145
Taxable: 529600
TotalTax: 10602.7
BUILDING INFORMATION
Exterior Features
1000
View:
- Golf
RoofCover:
TC - Clay Tile
RoofStruct:
HP - Hip
Corse
-F
ExtType:
LINT -UNT
YearBlt:
1990
Frame:
-
Grade:
B+ -B+
EffYrBlt:
1990
PrimeWall:
BS - CB Stucco
StoryHghl:
0010 - 1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX-MAXIMUM
PrmintWall:
DW- Drywall
FullBath:
2
HeatType:
FHA - FmdHotAir
AvgHt/FI:
1/213ath:
1
HeatFuel:
ELEC- Electric
Prm.Flors:
CU- Carpet
%A/C:
0
%Healed:
100
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type
Y/S Oty. Units
Qual. Cond.
YrBlt. No. Land Use
Type
Measure Depth
PUNT - PUD UNIT
S 1 331000
AV AV
0 1 0100-SF Res
GFC -Site
1
THIS INFORMATION IS BELIEVED TO BE
CORRECT AT
THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
MIN, SETBACK RED.
FRONT <
SIDES -3
CNR SIDES
REAR Z
ZNG..BA
TECH. C
l,�nr�5
http://www.paslc.org/prc.asp?prclid=442680400110008 4/27/2007
LEGAL
LLAGE
HARBOURORSIDGEPPLAT NO.
ACCORDINGATOETHEOPLATITHEREOF (AREA RECORDED IN PLAT BOOK 27. - PAGES i —iD, . ST. LUC I E COUNTY, FLOR I DA.
• w
i
0
e
J
� �9
Poi Lb I S�
p• 3.1e .�.
v Q gq.FM
ELEVATIONS SHOWN THUSLY
MODEL MARBELLA F I N I SHED FLOOR' 12. 30 REFER TO N. G. V. D. 1929.
ADDRESS: 1300 LANCEWOOD TERRACE, PALM CITY FLORIDA 39490
THE DEVELOPMENT ORDER FOR THIS HARBOUR RIDGE PLANNED DEVELOPMENT
PROJECT AS IT APPLIES TO TRACT VA-5, PLAT NO. 9 HARBOUR RIDGE, REQUIRES
A MINIMUM DISTANCE OF 30.00 FEET BETWEEN BUILDINGS. THERE YARD SETBACK REQUIREMENT. IS NO SIDE
Code Compliance Division
2300 Virginia Avenue Inspections
Ft. Pierce, Fl- 34982 •
Phone: (772) 462-1553 Fax:(772)
462-1148
htto://stlucieco. aov/ce
0704-0390
Job
Job Address 11300LANCEWOODTERR
application Type Building Permit w/o subs
Activity Type I Other
Property Owner Name
Contractor
Business Name
Inspection
'ermit Type I Building (Miscellaneous)
Other ICONCRETE
Stories 1= Inspection Area
I JOAN M NARTOWT I
Phone (772) 468-0287
Max Expiration Date
Date
Scheduled Pdoritt Status Inspector Date Inspected
999
Final Inspection
2
Jooee.C100
Oo21/2007
06/12t2007
06/12/2007
999
Final Inspection
2
05/21/2007
66112/2007
06/12/2007
900—
115
121
Ian.Revision-.
1—
Approve
Joe Cicio : _
Barbara Counsellor
Slab
Termite Spray
1`—"""
1
A4pproved
Approved
FILE
Shaun Milligan
Shaun Milligan
COP
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
httpJ/Stlucleco.gov/ce
Date: 13 August 2007
Job Address: 1300 LANCEWOOD TERR
Received By: goycochb
Paid With: MC
Paid By: COASTAL ALUMINUM
Building
Receipt
Receipt#: 0000056555
'emit Number: SLC- 0704-0528
Amount: $82.40
:redit Card Number: XXXXXXXXXXXX0016
Check Number:
Sign:
Code Compliance Division Review Comments
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax:(772) 462.2522 Page 1
http://stiucleco.gov/ce 9
PROPERTY INFORMATION
Address:
1300 LANCEWOOD TERR
Unit # :
City I State I Zip:
PLM
Parcel # :
4426-804-0011-000/8
Zoning:
PUD
APPLICATION INFORMATION
Permit Number:
0704-0528
Activity Type:
Other
Permit Type:
Pool Enclosure
Owner(s):
Joan M Nartowt
FL 34990
Jurisdiction: St. Lucie County
Lot P: Block:
Application Type: Building Permit w/o subs
Other Activity: ALUMINUM STRUCTURE
Stories: 1
Automatic Sprinkler System? ❑
CONTRACTOR INFORMATION
Contractor Name: DRAMBLE WILLIAM T
Business Name: COASTAL ALUMINUM CONSTRUCTION INC
Business Addr: 4205 METZGER RD
City! State / Zip:
REVIEWS AND COMMENTS
FT PIERCE, FL 3
Fax Number 772-468-0287
Review Type Status Reviewed By Date Started Date Complete Date Released
Documents Missing Pending Diane Flanigen
05/18/2007 1 Comment NEED N O C RECORDED IN ST LUCIE COUNTY
Front Counter Review Complete Beatriz Goycochea 04127/2007 04/27/2007
Notified for Pickup Pending
Plans Examiner Review Incomplete Kathy Clclo 0512112007
05/21/2007 1 Comment OWNER'S PERMIT # 0704-0390 FOR T CONCRETE EXTENSION OF PATIO IS ONLY FOR 4"
FIBERMESH- B.D.Q. ENGINEERING REQUIRES AN 8 x 8 FOOTER WITH 1 #5 REBAR
"NOTE"
AS OF THIS DATE OWNER HAS NOT YET CALLED FOR AN INSPECTION FOR THE CONCRETE
EXTENSION
Supervisor Review Pending Diane Flan F
IL
12107 Upy
Zoning Review Complete
Lesli Hunt 05/11/2007 05/11/2007
0
TRANSMISSION VERIFICATION REPORT
TIME : 05/21/2007 01:46
NAME :
FAX : 4622885
TEL
SER.# SROM5J411427
DATE,TIME
05/21 01:46
FAX NO./NAME
94680287
DURATION
00:00:21
PAGE(S)
01
RESULT
OK
MODE
STANDARD
ECM
�,�reow G'dr++rt,
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL W82
Phone: (772) 462.1553 Fax` (772) 462.2522
http:l/Stlticltco.govice
PROPERTY INFORMATION
- Address:
1300 LANCEWOOD TERR
Unit g :
City I state I zip:
PLM
Parcel P :
4426-804-0011.00018
Zoning:
PUD
APPLICATION
INFORMATION
Permit Number:
0704-0528
Activity Type:
Other
' Permit Typo:
Peel Enclosure
Review Comments
Page 1
Owner{s�:
loan M Nano" —
FL $4990
Jurladiotion: St. Lucie County
Lot#,: Block:
Application Typo: Building Permit wlo subs
Other Aetivity: ALUMINUMSTRUCTURE
Stories: 1
Automatle Sprinklar System? 1J
Contmotor Nama: ORAMBLE WILLIAM T
Business Name: COASTAL ALUMINUM CONSTRUCTION ING
Business Addr. 4205 METZGER RD
City I State I zip:
FT PIERCE, FL 3
Fax Number 772-468-0287
REVIEWS AND COMMENTS
RaWew Tvoe Status Revlewed_Bs Date Started Data Cam_plem Data Released
Documents Missing Pending Diane Flanigan
05M42007 1 Comment NEED N 0 C RECORDED IN ST LUCIE COtIL"' PY
.