HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
Date: , , Fee Due:
Receipt#
Permit #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION SCANNED
2300 Virginia Avenue EY
Ft. Pierce, FL 34982-5652 St. Lucie County
�tanty '
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: 6016 SPRING LAKE TERRACE FT PIERCE FL 34951
2. PROJECT NAME: SITE PLAN NAME:
3. PROPERTY TAX ID #: 1312.503.0155.000.6
4. LEGAL DESCRIPTION (attach extra sheets if necessary):
PORTOFINO SHORES -PHASE THREE- (PI3 43-40) LOT 382 (OR 3337-1924)
5. PLAT BK _ PAGE BLOCK LOT 382
6. PARCEL SIZE: ACRES/SQ FT. 7 `�U LOT DIMENSIONS l�
7. SETBACKS (ACTUAL) FRONT: Zkff BACK: iq*=1 RIGHT SIDE: LEFT SIDE: \ Ht
8. 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
6 b rX 7
�r-
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ CAT 1, 2 OR 3 SUNROOM
❑ NEW ❑ EXISTING
X
❑ ALUMINUM COMP. SHED
❑ NEW ❑ EXISTING
X
❑ POOL ENCLOSURE
❑ NEW ❑ EXISTING
X
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM OVER
EXISTING ACCESSOR'T' STRUCTURE
❑ NEW ❑ , EXISTING
X
❑ OTHER:
❑ NEW ❑ EXISTING
X
❑ ALUM POOL FENCE
Linear feet
TOTAL SQUARE, FOOTAGE... OF CONSTRUCTION
/
9. VALUE OF CONSTRUCTION: $ (,uzi ' GJ
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,INSPECJ`tON-.
SLC0V FormNo.: 001-02 Rev.04/2612010
OWNER INFORMATION
NAME: CYNTHIA S COOK
ADDRESS: 5794 MANTARIO DRIVE
CITY: CHARLOTTE STATE: NC ZIP 28269
PHONE (DAYTIME): (_) 772.323.8243 EMAIL: CCRN123@AOL.COM
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): (_ )
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #: CBC1254009 ST. LUCIE COUNTY CERT #: 25678
BUSINESS NAME: FLORIDA SCREEN BUILDERS, INC
QUALIFIER'S NAME: RENE M CANTIN
ADDRESS: 3269 SW 42ND AVENUE
CITY: PALM CITY STATE: FL - ZIP 34990
PHONE (DAYTIME): (_561) 753-7734 FAX NO. (561) 753-7634 email: floridascreenbuilders@comcast:net
ARCHITECT/ENGINEER: 2007 AAF GUIDE
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME):
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC
ZONING REQUIREMENTS
All such structures will be subject to the -requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the'plot plan.
❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include, house address number for
inspection verification. ( not required for construction unrelated to'storms)
OFFICE USE ONLY
SECTION.
I �1
TOWNSHIP
2 i 1.
RANGE
MAP NO.
I�
ZONING
LAND USE
LOT CVG %
Additional
Permits
Required
REPORT
1
BIMS FEE
MISC FEES
$
TOTAL FEES
CODE
BUILDING & ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
CATE OMPLETE
Z
k�(
2 ? 1/
(J X3 / iy� '�/
INITIALS
CERTIFICATION:
This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate of capacity, if applicable, for the permitted work.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO THIS PERMIT
1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I ,the Contractor /Own Builder, have verified that the existing foundation �in
ts a requirements of the Engineer of
Record and is in adequ a ondition to withstand the uplift and weight of the aluructure and said structure will not
exceed the footprint o tvo structure that. was in existence prior to removal by th
OWNER OR
STATE OF FI
COUNTY OF
+1110,11 0418,P4110,
PALM BEACH
The foregoing instrument was acknowledged before me
me this Z day of L , 20 i ?
by RENE M CANTIN
who is personally known _
produced
X to me, or who has
.TURF
STATE OF FLORIDA�A
COUNTY OF
The foregoing instrument was acknowledged before me
me this 2 day of %�G`—, 20
by
who is personally knowleo,"—to me, or who has
produced
as identification.
as identification.
.1'�nvo" .,
%
SHERI. RICHE
SHERI RICHE
MY COMMISSION # D 969690
-
=' '=
COMN�N # DD969690
-,,la:
ES Ma014
Signature of Notary
-;°�, �'
%1�oF-tio
EXPIRES May 15, 2014
Signature of Notary
(407) 398-0153
Flor dallota Service.eom
ry
IMPORTANT NOTICES:
(407) 398-0153
FloridallotaryServicexom
• 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, IN THE OFFICE
LISTED ON TIIE FRONT OF TIIE APPLICATION, TO SIGN TIIIS APPLICATION & TIIE OWNER/BLDR
AFFIDAVIT:
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
02/08/2012 13:16 772-286-6056
FSB SHOP-FLORIDA $rPPv.N BUILDERS #3429 P.001/001
..'STATE Of RAW
Uri I
-tl �
EX'ST CBS WALLS
o
0
M
_________ 5"_E_GUTTER___,_
-------------------------
16'-1 0"
-r7-/
ST. LUCIE COUNTY ]
REVIE«'ED FOR CO.
DATE 7/f Z
DT .ivlz A Vn pr
EXS'T 4" CONCRETE PATIO WITH 16"x 12" FTG.
1"m
DESIGN CRITERIA
-2007 F.B.0
-PER ASCE 7-0.5
-WIND ZONE=140 MPH
-EXP B
-IMPORTANCE FACTOR .77
- APPLIED UNIT LOADS, COMPONANT
DETAILS AND FASTENING REQUIRMENTS
AS PER THE ATTACHED 2007 AAF
DESIGN SPECIFICATIONS. APPLICABLE
DETAILS ARE MARKED AS SHOWN AND
ARE TO BE PART OF THE SITE SPECIFIED
DESIGN CRITERIA FOR FABRICATION
AND INSTALLATION.
DETAIL NOTES:
COLOR: WHITE
WALL SCREEN: BETTER VUE
BELOW CHAIR RAIL: BETTER VUE
CINDY COOK
6016 SPRING LAKE TERR
FOTRT PIERCE, FL 34951
772-323-8243
FLORIDA SCREEn BUILDERS inc
BUS: 561-753-7734, FAX: 561-753-7634
3269 SW 42 AVE, PALM CITY, FL 34990
EMAIL: floridascreenbuilders@comcast.net
WEBSITE: floridascreenbuilders.com
STATE LICENSE: CBC1254009
Chapter 2 - Screen Rooms
GENERAL NOTES: CHAPTER 2 -- SCREEN ROOMS
1) Design Pressures from ASCE7 with Internal Pressure Coefficients (GCpi) determined
using Table 200, importance Factor for Category I structures (0.87 for 100 mph
zone, 0.77 for all other zones).
2) Extrusion Alloy assumed to be 6063T6 unless noted otherwise
3) Concrete anchor terminology; Expansion Anchor / Sleeve Anchor / Wedge Anchors
are terms for various types of compression anchors. These different terms are used
synonymously in this publication.
4) "Approved Masonry Fastener" for connection to foundation must meet the following
specifications for 21/2" embedment into 2,500 psi (minimum) concrete:
a) 3/8" 0; allowable tension 1,055 #, shear 1,716 #
b) 1/4" 0: allowable tension 567 #, shear 394 #
5) For screen rooms constructed upon an approved lumber deck, 3/r 0 Lag Screws
embedded by 3" into SYP lumber frame can be substituted for the approved masonry
fasteners specified in details C1 and C2.
6) Tables which have numeric entries versus scalar variables (e.g. spans vs. load
widths, or spans vs. wall heights) may be interpolated.
Allowable Roof Panel Spans (Table 201) !are for industry standard generic parcel
products, approved equivalent products may be substituted based upon product
approval, in accordance with design pressures specified in Table 201.
Screen Rooms built adjacent to Mobile Homes (the so-called "0 wall" structure);
a) select beams, columns and foundations from Chapter 5 using type I or type II
as appropriate
b) provide lateral stability using cables from chapter 2 or K-Braces from Chapter
1, or connection to an appropriate shear resistant structure
Maximum roof slope 70 or IVY' in 12"
rw
bl
y:wf
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 2 - Screen Rooms
INTRODUCTION
LOADS APPLIED TO THE ROOF PANELS AND ROOF SUPPORT BEAMS DEPEND UPON
THE SHAPE OF THE ROOM AND ITS ATTACHMENT TO ADJACENT SOLID WALLS.
TYPE I ROOF PANEL AND BEAM SPAN TABLES ARE TYPICAL AND CAN BE APPLIED TO ANY
SHAPE (TYPE I IS DEFINED AS "PARTIALLY ENCLOSED" WITH A GCpI OF 0.55). TYPE II
SPAN TABLES CAN BE APPLIED IF, AND ONLY IF THE ROOM IS EITHER FREE-STANDING
(NOT ATTACHED TO A HOST); OR, IS ATTACHED ON ONE SIDE ONLY AND THE LENGTH
OF THE ROOM DOES NOT EXCEED THE TABLULAR VALUE IN TABLE 200 BELOW. TYPE II
IS DEFINED BY THE FBC AS "ENCLOSED" WITH A GCp1 OF 0.18) AND REMAINING
COMPONENTS WERE DESIGNED WITH PRESSURES IN TABLE 2002.4, FBC.
HOST STRUCTURE
.S
SCREEN
ROOM
Length
ROOM EXAMPLE SHAPE 1
(BOUNDED ON MORE THAN ONE SIDE BY
HOST, MAY NOT BE TYPE II)
HOST. .STRUCT, Rf-'
c
0
SCREEN
a ROOM
Length
ROOM EXAMPLE SHAPE 2
(BOUNDED ON ONE SIDE BY HOST,
MAY BE TYPE II)
Screen Room SHAPE TABLE Table 200
(This table apples only to rooms attached to host on one side only)
TABULAR VALUES ARE MAXIMUM LFIVGrHS (in feet) FOR TYPE II
Roof Height (in feet)
Projection(it)
7
8
9
10
11
12
6
33
35
37
38
39
41
7
36
38
40
42
43
45
8
38
41
43
45
47
48
9
40
43
46
48
50
49
10
42
45
48
51
53
52
11
43
1 47
5o
53
56
55
12
45
49
52
55
58
58
13
46
5o
54
57
60
61
14
47
51
SS
59
62
63
15
48
53
57
61
64
65
15
49
54
58
62
66
65+
17
50
55
59
63
65+
65+
18
S1
56
61
65
1 65+
65+
19
52
57
62
65+
65+
65+
20
52
58
63
65+
65+
6S+
How to use this table: Find projection (in feet) and Mean Roof Height of cover
under consideration. Rooms with lengths less than tabular value should be
e4t ated'as Type R'; when the length of the room equals or exceeds the
tauuar value evaluate structure as Type F.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 2 - Screen Rooms
HOST STRUCTU RE
3" RISER OR COMPOSITE ROOF PANELS
i
E
BE
M S PAN
I
SP
EDGE BEAM SPAN & POST SPACING
REFER TO TABLES -
PLAN VIEW - SCREEN ROOM (SHED TYPE)
30%
�f
MAX.
NOTES:
FOR ALLOWABLE SPANS, REFER TO: 1) IQDMLATE RAIL AND CHAIR RAIL ARE SECONDARY
ELITE SPAN TABLES FOR ROOF PANEL SPANS WALL MEMBERS (GIRTS), SELECT FROM TABLE 204
TABLE 202 FOR EDGE BEAMS BY KIND ZONE
TABLE 203 FOR POST SPANS 2) KWMUM EDGE BEAM CANTUBJER IS 30%OF
TABLE 204 FOR GIRT SPANS ALLOWABLE�,4R R ECT pCE BE ,
3) MA)(IMUN Rt1F P N R IS 2' -
I- 3' RISER OR COMPOSITE PANEL ROOF
"�ti
EDGE6F11M
''I"''
K1
_ N
CHAIR RAIL
F ?
SEE
W
IOCPIATE PAIL
5
w %
F',
°C
T
1' % z .OS SOLE -
-----------------
FRONT ELEVATION -, SCREEN ROOM (SHED TYPE)
AAF GUIDE TO ALUMINUM CONNSTRUC 10N IN HIGH WIND AREAS (2007 Edition)1.0
RACE
CONNECTION DETAILS
:E
)OTING
;BLE
ROOF PANEL SPAN (FOR FASCW ATTACHMENT) HOUSE ROOF
w
OVERHANG
REFER TO BOTH ROOF PANEL ROOF PANELS PER
g
FASTENING AND
EDGE BEAM ELITE SPAN TABLES
CONNECTION DETAILS SLOPE C6
a
EDGE BEAM - I I ROOF PANEL I
b
(REFER TO TABLE 202) - CONNECTION (SEE 1
1 fl-.--- -_
c
I I
ROOF 2X2 HOLLOW (t, (PICAL I I DETAILS)
3
OVERHANG I SIDE WALL gfADER) I I I
1
MAX.) I ROOF PANEL CL R SPAN (WALL AVACHMOM
z
I REFER TO TABLE 203 I I I I I
m
I
C4 I FOR POST DESIGN I I
CHAIR RAIL OR KICKPLATE RAID
-====__-_ 36"D00 IFOU----------=i
x
I (LOCATION 1
Cl I
bED A I S 11 INCIDENTAL 1 C7 C3 i
"F
I r-Tcrmmmr-
Z
I it 1
II
oL-
------------------------------------�
n
m
TYPICAL (SHED TYPE) SCREEN ROOM SECTION / SIDE VIEW
r�
NOTES:
FOR ALLOWABLE SPANS, REFER TO: 1) ROOF MAY BE CONNECTED T4 WALL 4R FASICA PER DETAILS
ma
TABLE 201 FOR ROOF PANEL SPANS 2) MINIMUM ROOF SLOPE (FALL)1/2" IN 12" FOR INDUSTRY STANDARD
TABLE 202 FOR EDGE 9FAMS 3" RISER PANELS AND 1/4" IN 12" FOR COMPOSITE PANELS
TABLE 203 FOR POST SPANS 3) ALLOWABLE AVERAGE HEIGHT OF ROOM 7' - 0- (MIN.)
�.
TABLE 204 FOR GIRT SPANS
0
/ LLI
GC
Z n
Fes-- ce
� c~n
Chapter 2 - Screen Rooms
Column Selected i
From Table 102
___....I d� '.
z. q IX3 Sole Plate may not be
used with 2X4 Posts
2X4 Post / Column
3" 2'
2"X2"X1/B" Angle 2" Long
4 Each #14 SMS Into post web
0 0 0 2"X2"Xi/B" Angle 2" Long
IX2 OB Sole Plate
4 CarMae Expansion Anchors IAV X 2%" Embedment
(318" 0 Anchors may W substituted)
Section I Side Elevation / 2X4 Post
2
v When DO OB Sale Piste is substituted-
use 3' long angle on sate plate and
2" 51 2" long angle an foundation
3" 3° 2XS SMB Past / Column
2!)(=Js' Angle 2" Long
4 Each 414 SMS into, post Web
0 r--2"X2"Xi/8" Angle 3" Long
4 Concrete Expansim Anchors 1k"0 X 21h" Embeds
(3/B" 0 Anchors may be subsbhrhed)
N
_Concrete Expansion Anchors
by 21h" Embedment
z'X2"X41"
_ 1X3 of Sde Plate
Plan View Se 'on w 1X3 Sole Plat C2
7yplcal C2 Post/Column at Foundation Z
Column Selected
From Table 102 Concrete Expansion Anchors
JK AL 1 by 21h" EmbedmenL
21X2"X1/8"
Angles
I
— - � - - �- •— 1X2 OB Sole Plate
..,., ...................--
Plan View Section w IX2 Sole Plate C2
Typical C2 Post/Column at Foundation 2
EMBEDMENT SHOWN IS 2W' TO ACCOMODAIE 3+h"
PATIO SLAB, ANCHORS MAY BE EMBEDDED TO A
DEPTH OF BORE OF CONCRETE DEPTH
2" T' .-2v 5MB Post J Column
3" 3.3/4° 4 Each #14 SMS Into post web (each side)
(when IX3 Sole Plate is utilized,
adjust angle lengths accordingly)
2 2"Xi/8" Angle 2" Long
0 � 2 X2"xi/B" Angle 4" Long
Section Side Elevation 2X5 Post 0 9 ' 1X2 OB Sole Plate
2 i+l
EMBEDMENT' SHOWN IS 2Ve TO ACCOMODATE 3Vz" n
PATIO SLAB, ANCHORS MAY BE EMBEDDED TO A
DEPTH OF BORE OF CONCRETE DEPTH 4 Concrete Expansion Anchors 1/a"0 X 21h" Embedment
(3/8" 0 Anchors may be substituted)
I-rT Post / Cdrmm Section / Side Elevation / 2X7 SMS Post
3" 3-3/4' 4 Each #14 SMS Into post web (each side) 2
(When 1X3 Sole plate is utilized,
adjust angle lengths accordingly)
2"X21X1/8" Angle 2" Long 2X7 SMB connection Detail Cl also applies to larger columns
2"7lM/Ir Angle 4" Long (maintain required component sizes and fastener spacings)
0
0 i0 IX2 0O Sde Plate
VARIOUSDETAIL C2 SHOWS THE FOUNDATION TIONS FOR
DEPTH COLUMNS TS (POSTS/UPRIGHTS). COLUMN
US
N - (POSTSJUPRIGHTS) MUST NOT EXCEED ALLOWABLE SPANS
4 Concr�e Expansion Anchors Lk"0 X 2'fi" Embedment IN TABLE 201 NUMBER IN PARENTHESIS IN TABLE 203
(3/8" 0Anchors mey besubstWwd) INDICATES THE APPROPRIATE LOAD CONDMON AND
Section Side Elevation / 2X6 Post C2 CONNECTION DETAIL (Cl OR C2). FOR CARRIER BEAMS
-- SUPPORT CONNECTIONS, REFER TO TABLE 212.
2
iy I
Page 2 - 11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 2 - Screen Rooms
REFER TO TABLE 203
FOR ALLOWABLE SPANS
CONCRETE FASTENING PER
CONNECTION DETAILS BY
LOAD CONDITION (TABLE 207)
4" NOMINAL PATIO SLAB
W/ 6 X 6 x "no W.W.M.
OR SYNTHETIC FIBERS
0 o ON WELL COMPACTED SOIL.
(CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.)
o
FOOTING DETAIL rF
(SCREEN WALL ON PATIO SLAB (ONLY)
REFER TO TABLE 203
FOR ALLOWABLE SPANS
CONCRETE FASTENING PER
CONNECTION DETAILS BY
LOAD CONDITION (TABLE 207)
4" NOMINAL PATIO SLAB
WJ 6 X 6 X 10/10 W.W.M.
OR SYNTHETIC FIBERS
ON WELL COMPACTED SOIL.
0 0 0 0 (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.)
0
FOOTING
WIDTH REFER TO TABLE 205
FOOTING DETAIL FZ`'
(PATIO SLAB W/ MONOLITHIC EDGE FOOTING)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edfion) 1.0
Chapter 2 - Screen Roams
COMPOSITE ROOF PANEL
(REFER TO TABLE 201)
RECEIVING CHANNEL WITH
#1 OX 31¢" S.M.S. @ 6" O.C:
TOP ANf3 BOTTOM
i'rtoi ccp�.O 01 o O �as`_'16
FASTEN TO FASCIA WITH
1/490 X 21/2" LAGS 12" ON CENTER
ALONG HEADER
NOTE: FASCIA MUST BE 2" NOMINAL,
1" NOMINAL FASCIA MAY BE
AUGMENTED TO 2".
COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA
a
EXISTING MASONRY
OR WOOD FRAMED
HOST STRUCTURE
. PERIMETER WALL
a .
914 SMS WITH 1" S8 NEOPRENE WASHER
l a V. D.C.
CDMPOSROOF PANEL
(SELECT FROM TABLE 201)
S MSELECTEDFROMTABLE FILE COPY
202 [MAY BE HdLLOW OR
. SELf-NfATING/LAP pCIRUSION
SECam
ROOF PANEL. FASTENING DETAIL #2 C2
(COMPOSITE PANELS) 2
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Pale
Chapter 2 - Screen Rooms
EXISTING FASCIA
-
0 0
LJ - L1 0 � " 0
0
°n 0 0 0 00 00 0 °
WHERE PROXIMITY OF HOST EAVE PROHIBITS
INSTALLATION OF FASTENER INTO TOP OF PANEL,
FASTEN PANELS @ BOTTOM W/8 EACH #10 SMS
PER PANEL (THIS APPLIES ONLY TO MAXIMUM
E ' q•
ROOF PANEL SPAN OF 12' AND A ROOF HEIGHT
OF 8', ALL OTHER APPLICATIONS REQUIRE SITE
•
e
SPECIFIC ENGINEERING)
•
EXISTING MASONRY OR
•
WOOD FRAMED HOST
STRUCTURE PERIMETER WALL
#10 SMS .6 " ON CENTER EXTRUDED OR MINIMUM .040 THICKNESS
THRU RECEIVING CHANNEL --]ROOF HEADER (A.K.A. RECEIVING CHANNEL)
INTO PANEL TOP AND BOTTOM \-,-WITH 'A"O X 2'A" LONG LAG SCREWS FOR
4 LUMBER HOST 1 PER STUD - 3/8"0 X 21/2"
LONG MASONRY SCREWS FOR MASONRY
COMPOSITE ROOF PANEL CONNECTION TO HOST WALL HOST @ ".' O.C.
'K
ROOF PANELS (SELECT
PER TABLE 201)
I r \(4)-#10 X 4"
2" X 2" X.GW N S.M.S. INTO
SCREW BOSSES
SELF -MATING POST ---,-
SELF -MATING POSTS W/ 2X2 HEADER
POSTS TO SIDE WALL HEADER CONNECTIONS C6
(PARTIAL ELEVATIONS @ WALL FACE) 2 -
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 2 - Screen Rooms
I X 2 OB @ PERIMETER
FASTEN PER NOTE #1
GIRT (DETERMINED
BY TABLE)
NOTE *1; USE 1/4"0 X 3" LONG
LAGS INTO WOOD HOST AND
1/4"0 X 21/4" LONG CONCRETE
SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION (V
EMBEDMENT TYPICAL) SPACING
24" O.C. AND WITHIN 4" OF EACH
PERPENDICULAR MEMBER
L 2- # 10 S.M.S. FROM INSIDE FACE
I OF 1 X 2 08 INTO SCREW SPLINES
I iI OF HOLLOW GIRT (I" EMBEDMENT
LA MINIMUM.)
CONNECTION WI CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO I X 2 CONNECTIONS
4 - # 10 S.M.S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW
GIRT (1-1/2" EMBEDMENT MINIMUM)
GIRT OR
F-CHAIR RAIL
SELF MATING POST -
FILE COPY
CONNECTION W/ CONCEALED FASTENERS
TIAL ELEVATIONS / GIRT TO POST CONNECTIONS
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 1- Screen Enclosures
REQIMM K-BRACE DrAODRAL EXMUSIDN TABLE 108e
( AND # OF #14 SMS / SIDE / END) 140 moh Zone
Panel
Width
Enclosure
HEIGHT
ENCLOSURE PROJECTION FROM HOST
20
25
30
35
.40
5
up toll
8/3
C/2
D/3
E/4
E/4
6
up toll
C/2
D/3
E/3
E/4
E/4
7
I .Up to12
C/2
E/3
E/3
E/3
E/4
8
up toll
E/2
E/3
E/3
E/3
E/4
5
12and over
E/4
E/4
F/4
F/X
I F/X
6
12and over
E/3
E/4
F/4
F/X
7
12and ow
E/3
E/4
lr_F/4
F/3
F/X
F/X
8
12andDver
E/3
E/3
F/3
F/X
F/X
(EXTRUSION KEY ON TABLE 106 BY LETTER, X = SITE SPECIFIC)
— POST / COLUMN F
j'- SLOTTOACCOMODATE
CONTINUOUSANGLE
f
-
7,
2X4 GIRT
0
v
ALTERNATE FOR 2X4 NOTCH
r- POST / COLUMN
2" X 4' X 1/8' ANGLE (LENGTH
EQUAL TO SCREEN SIDE PLATE)
-�-----------
- - ..... _._ TRIM FLANGE OF 4"
�— EDGE OF CONCRETE FOUNDATION HOLLOW TO 3" DEPTH
SECTI N / K-BRACE CONNECTION
(5PECIAL CASE ZX4 CHAIR RAR4GIRT AT K-BRACE)
[CONNECTION DETAIL NOTE: K BRACE CONNECTIONS MAY BE ALSO UTILIZED FOR ROOF DIAGONAL BRACING]
i-
'v t
i
0
LL
tl� W
i y�.Jj K
LLI
GIRT / CHAIR RAIL SECTION
(SPECIAL CASE 2X4 CNWR RAIL/GIRT AT K BRACE)
DIAGONAL
2" X 4" ANGLE CONTINUOUS
II`
- a m
2X4 HOLLOW GIRT / CHAIR RAIL
DIAGONAL
. GIRT / GLAIR RAIL
POSTJOOLUMN
.
r
�— TRIM -FLANGE OF GIRT
GIRT / CHAIR RAIL INTE_ RIOR ELEVATION
—(S A X4 CHAIR L `IRI A[- K-BRACE)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition)1.0
4
ROOF PANELS PER TABLE 201
2" X 3" OR 2" X 4" HOLLOW
TILT EDGE BEAM (NOTCHED TO
ACCOMODATFz BEAM)
1"X1"Xl/8" ANGLE
STRAP (2" WIDE BY 1/81- ® 3" LONG EACH SIDE
THICK OR 1-1/4" BY W/ 4 - #12 S.M.S. _
3/16" THICK) FASTENED EACH SIDE
W/ 4 EACH #12 S.M.S.
INTO POST AND INTO BEAM 0 —
1" X 2" X 0.045" (OB)
I I I I #10 S.M.S. X 1-1/2" LONG - -�
I I I I (4)-#10 X 1-1/2" S.M.S.
I I I I INTO SCREW BOSSES
II II
II II 2"X3"OR2"X4"
I I I HOLLOW POST
I I I I STRAP (2" WIDE BY 1/8" THICK _
I (� OR 2-1/4" BY 3/ 16" THICK)
FASTENED W/ 4 EACH #12 S.M.S.
INTO POST AND INTO BEAM
ROOF PANELS PER TABLE 201
2" X 3" OR 2" X 4" HOLLOW
TILT EDGE BEAM (NOTCHED TO
ACC01 0 ATE BEAM)
911
1'
Qit
NOTES:
1) THIS FASTENING DETAIL APPLIES TO COMBINATION I" X 2" OB & HOLLOW TILT BEAMS WITH HOLLOW POSTS.
MAY ALSO BE USED WITH SELF MATING POSTS BY FASTENING POST TO 1X2 PER 2X2 HEADER DETAIL Q.
2) REFER TO SPECIAL ELEVATION FOR FASTENING OF I" X Y 08 TO HOLLOW TILT BEAM.
114t17 LICIPILL2 -
(COMBO HEADER DETAIL #2)
(SCREEN FACE) ELEVATION
i T a 11 v -►u d-r%lkRnr%
Chapter 2 - Screen Rooms
i
2" X 2" X 1/8" ANGLES LENGTH FULL DEPTH
OF BEAMS EACH SIDE EACH END W/ I
FASTENERS INTO BEAM PER TABLE 209 I
1
1X2 OB (ABOVE)
v
1/4" DIA X 3" TANG LAG SCREWS FOR LUMBER
HOST - 1/4" DIA X 3" LONG MASONRY SCREWS FOR
MASONRY HOST STRUCTURES (REFER TO TABLE 209)
PLAN
1X2 oB
1/4" DIA X 3" LONG LAG SCREWS FOR
LUMBER HOST- 1/4" DIA X 3" LONG
MASONRY SCREWS FOR MASONRY HOST
STRUCTURES (REFER TO TABLE 209)
O 4
2" X 2" X 1/8" ANGLES LENGTH FULL DEPTH
OF BEAMS EACH SIDE EACH END W/
FASTENERS INTO BEAM PER TABLE 209
BEAM SIZE PER TABLE 202 OR 208
d,
a � a
e a.
a. 4,
e,
o e
d ° q
a d ° a
de
e d
a' q
e ° ad" e
:e e
a °
a a
ad.
d.'e e <
d
•° a a:. ° do
HOST STRUCTURE
(MASONRY OR
LUMBER FRAME)
e e
a e o
a
.e a
d e °
e e d
. q
e d .
d b
v a^
d e• a ,
d
q e
e e e n
° 4
HOST STRUCTURE
(MASONRY OR
ELEVATION LUMBER FRAME)
O
BEAM TO HOST WALL CONNECTION
gin:•,
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
N
0
0
V
rn
rt
0
ALLOWABLE SPAM for BEAMS SUPPORTING SOLID ROOFS in Screen Rootns TYPE I Table 202e
Applied Unit Load = 44.3 (PSG Wind Zone= 140 MPH Exposure Category: B
Alay = 6005T5/6061T6 /\ Contributing;Load Width / Spacing
Single Exti-usicn Profiles
G - 0"
7' - 0"
8' - 0"
9' - 0"
10' - 0"
11' - 0"
12' - 0"
2 X 2 X 0.040 Hollow
t4-5,j
3'-0"
2'-10"
2'-7"
2'-6"
2'-4"
2'-3"
2'-2"
3 X 2 X 0.05C" Hollow
4'-1"
3'-9"
T-6"
3'-4"
3'-2"
T-0"
2'-11"
3 X 2 X 0.072" Hollow
5'-0"
4'-8"
4'-4"
4'-1"3'-11"
3'-9"
3'-7"
2 X 4 X 0.050" Hollow Tilt (HT)
T-2
4'-8"
4'-4"
4'-1"
3'-10"
3'-E"
3'-6"
3'-4"
2X4 SMB
5'-2"
4'-8"
4'-4"
4'-1"
T-10"
3'-E"
3'-6"
3'-4"
2X5 SMB
6'-6"
5'-11"
5'-6"
5'-1"
4'-10"
4'-7"
4'-4"
4'-2"
2X6 SMB
7'-3"
6'-7"
6'-2"
5'-9"
5'-5"
5'-2"
4'-11"
T-8"
2X7 SMB
9'-5"
8'-7"
7-11"
T-5"
7'-0"
6'-E"
6'-4"
6'-1"
2X8 SMB
14-3"
13'-0"
12'-1"
11'-3"
10'-8"
10'-1"
9'-7"
9--2-
Combination Sections 5-0-
6' - 0"
7-0-
8' - 0"
9'- 0"
10' - 0"
11' - 0"
12' - 0"
2X3 HT+1X2 OB ' "
4'-10"
4'-5"
4'-2" -
3'-11"
3'-S'
3'-7"
3'-5"
2X4 HT+1X2 OB 6'-5"
5'-11"
5'-5"
5'-1"
4'-10"
4'-7"
4'-4"
4'-2"
2X4 SMB+1X2 OB -10" -
5'-4"
4'-11"
4'-7"
4'-4"
4'-1"
T-11"
T9"
Note: For Combination Sections, the 1X2 Open Back must be fastened to the accompanying edge beam
per special fastening elevation on Page 29.
ALLOWABLE SPANS for Carrier Beams or intermediate Roof arsce R ms
FOR Wetld Zone = 140 MPH Exposure Category B POR a-F.ttoo
Unit Load (Design Pressure) _ 60L,(PSF
Beam Extrusion (Prof le) Beam Spacing /Tributary Load Width
Table 208e
of Alloy: 6005T5/6061T6
6'-0"
1 8'-0"
10'-0"
12'-0"
14'-0"
1 16'-0"
18'-0"
20'-0"
22,-0,'
2 X 4 X 0.045 X 0.100 SMB
4'-8"a
4'-1"a
T-811a
3'-411a
T-1"a
2'-1011b
2'-8"b
2'-711b
2'-511b
2 X 5 X 0.050 X 0.116 SMB
5'-11"a
5'-1'a
4'-711b
4'-2"b
3'-10"b
3'-7"b
3'-5'b
3'-311b
3'-111b
2 X 6 X 0.050 X 0.120 5MB
6'-71'a
5'-9"b
5'-211b
4'-811b
4'-411b
4'-1"b
3'-10"b
T-8"b
T-611b
2 X 7 X 0.055 X 0.120 SMB
7'-61'a
6'-6'b
5'-10"b
5'-3"b
4'-11"b
4'-7"b
4'-4"b
4'-1"b
T-11"b
2 X 8 X 0.072 X 0.2245MB
13'-0"b
11'-3"b
10'-1"c
9'-211c
8'-6"c
7'-11"c
7'-6'd
7'-211d
6'-10"d
2 X 9 X 0.082 X 0.306 SMB
17'-5"c
15'-1"c
13'-6"d
12'-4"d
IV-5"d
10'-8"d
10'-1"d
9'-61[e
9'-1"e
2 X 10 X 0.092 X 0.389 SMB
20'-4"c
17'-8"d
15'-9"d
14'-5"d
13'-4"e
12'-6"e
11'-9"e
11'-2"e
10'-8"e
Double 2X9X.082X.306 SMB
24'-7"d
21'-4"d
IT-1"e
17'-5"e
16'-1"e
15'-1"e
14'-3"e
13'-6"e
12'-10"e
Double 2X10X.092X.389 SMB
28'-10"d
24'-11"e
22'-4"e
I 20'-4"e
18'-1We
17'-8"e
16'-7"e
15'-9"e
15'-0"e
Note: Letter following span corresponds to Table 212 for Support Post Fastening Requirements
n
n�
'a
N
Lo
D rn
CO
00
L�
cn D
n.
Q
rD
-0 0
Q
t
W N
3
N
0
0
Chapter 2 - Screen Rooms
Alowable Post Spacings (Feet) for Wumn Connection Petal C1 in type I Screen Rooms Table 207-I
Attributable Roof Width
Wind Zone
5
6
7
8
9
10
11
12
100 & 110 mph Zones
8.0
6.7
5.7
5.0
4.5
4.0
3.7
1 3.3
120 mph Zone
6.8
5.6
4.8
4.2
3.8
3.4
3.1
2.8
130 h Zone
5.8
4.8
4.1
3.6
3.2
2.9
2.6
1 2.4
140 mph Zone
5.0
4.1
3.5
3.1
2.8
2.5
2.3
1 2.1
Load Condtion 2 / Petal C2 Required when Table 207 Tabular Values are Bireeded
Alowable Post Spacings (Feet) for Column Connection Petal C1 in type IIScreen Rooms Table 207-H
Attributable Roof Width
Wind Zone
5
6
7
8
1 9
10
11
12
110 mph Zone
9.9
&3
7.1
&2
1 5.5
5.0
4.5
4.1
120 mph Zone
8.4
7.0
6.0
5.2
4.6
4.2
3.8
3.5
130 mph Zone
7.1
5.9
5.1
4.5
4.0
3.6
3.2
3.0
140 mph Zone
6.1
5.1
4.4
3.8
3.4
3.1
2.8
2.6
Load Conditton 2 / Petal C2 Required when Table 207 Tabular Values are Eweeded
Fastening Requirements - Ends of Roof Support Beans in Screen Room Table 209
Connecting To Beams or To host Structure By Beam and Fastener
(appks to all vAnd zones
Beam
#12 SMS
# Each
per Side
#14 SMS
# Each
3/8"
Thru
Bolts
1/4" Dia
Lag Screw
(per side)
3/8" Dia
Masonry
(per side)
2 X 4 X 0.045 X 0.100 SMB
2
Ln
1
1
1
2 X 5 X 0.050 X 0.116 SMB
2
2
1
2
2 X 6 X 0.050 X 0.120 SMB
2
2
1
2
1
2 X 7 X 0.055 X 0.120 SMB
2
2
1
2
1
2 X 8 X 0.072 X 0.224 SMB
2
2
1
2
2
2 X 9 X 0.082 X 0.306 SMB
2
2
1
3
2
2 X 10 X 0.092 X 0.389 SMB
2
2
1
3
2
Double 2X9X.082X.306 SMB
2
2
2
1 4
3
Double 2X10X.092X.389 SMS
3
2
1
1 4
I 3
Post Group A
Post Group B Post Group C
Web Thickness .045"
Web Thickness .050" Web Thickness .072"
2"x4"x.045" Hollow
2"x5"Self Mating Beam 2'W Self Mating Beam
2"x3"xA45" Hollow
2"x6"Self Mating Beam
2"x2"x.045" Self. Mating Snap
2"x3"x.045" Self Mating Snap
2"x4"x.045" Self Mating Snap
Allowable Areas of WAR (Wind] Exposure by Zone for Wall Bracing Table 211
Cable
Pressure=>1
13 PSF
1 15 PSF
18 PSF
21 PSF
Pairs
Wind Zone=>
10-0&110
120
130
140
NONE
(TABULAR
VAWES
IN SQFT)
74
64
53
46
1
221
192
160
137
2
412
357
298
255
3
548 '
475
396
339
(Tabular values must be multiplied by 72%for all gabled enclosures)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 2- Screen Rooms -Addendum 1.2- (May 2009)
Alloy: 6005-T5 - Screen Mesh: 18/14 - Exposure B
Concrete Slab Foundations & Monolithic ibotings (Detail F2) Table 205 Exp B
Allowableble Tributary Load Widths
X ire
FOR 140 mph Wind Zone Table 104eft
Load
Unit Load = 21 fibs s
Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 10")
NOTE (Table 104): maximum span of 7' 10" governed by maximum post spacing of 8' 0"
Addendum Page# 110
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.2 Page 2 - 52
ALLOWABLE SPANS for PrimMemb
ers bers In Screen Walls
Total
Hel t (In)
Bottom
Width !n
for Solid Roofs
Solid Roofs /Screen Walls
110 m h
120 mph
130 mph
140 mph
4" IVo final Slab (only)
4'-71h"
3'- li"
3'-43/a°
2'-113Ya°
Continuous Perimeter Concrete Foote s Table 206 � B
Allowable Tributary Load Widths for Solid Roofs
Height (in) Width Reinforcement 110 mph 120 mph 130 mph 140 mph
8 8 1 Each #5 3'-53/a" 2'-11'/x" 2'-63/a° 2'- 3"
8 12 2 Each #5 5'+23/a° 4'- 5" 3'- 10" 3'-4'h"
12' 12 2 Each #5 7'-10" 6'-7'/a" 5- 9" 5'-03/a"
12 16 2 Each #5 10'-5�/x" 8'-10'/a" 7'- 8" 6'-9�/i"
16 16 2 Each #5 13'-11'/a" il'-9'/i' 10'-23/s" 9'-OW"
Width / S cin
Extrusion 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0"
2X2X.046 Hollow 4'-11" 4'-10" 4'- 4'-8" 4'-8" 4'-8" 4'-8"
2X3X.050 Hollow 7'-5" 7'-3" 6'-lY" 6'-ii" 6'-lY" 6'-Yi"
2X4X.05" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-SO"
ZX3X.072" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10"
(Posts/Colurrm) Table 2()3e
Wind Zone = 140 MPH Design Pressure; 18.5 PSF Exposure B
FOR Screen Mesh; 18 14
Alloy, 6005T5/6061T6 Load Widths or Spacing_
Post / Coltmn 4'-0" 4'-6" 5'-0" '-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0"
2" X 2" X 0.046" X 0.046" Hollow 5-3"(1) 4'-11"(1) 4'-8"(1) 4'-6"{1} 4'-3"{1} 4'-1"(1) 3'-11"(1) 3'-10"(1) 3'-8'-(1)1)
2" X 3" X 0.05" X 0.05" hollow T-8"(1) 7'-3"(1) 6'-6"{1} 6'-3"(1) 5'-9"(1) 5'-7"(1) 5'-5"(1)
2" X 3" X 0.05" X 0.05' Snap 8'-3"(1) 7'-9"{1) 7'-4"(i) 7'-0"(1) 6'-9"(1) 6'-S"(1) 6`-3"(1) 6'-0"(1) 5'-10"(1)
2" X 4" X 0.050" X 0.0517' Hallow 8'-11"(1) 8'-4"(1) 7'-11"(1) 7'-7"'(S) 7'-3"(3) 6'-11"(i) 6'-6"(1) 6'-3"(1)
2" X IT, X O.OS' X 0.05' Snap 9'-30"(1) 4'-3"(1) 8'-5"(1) $'-0"(1) 7-9"(1) 7-5"(1) 7'-2"(1) 6'-11"(1)
2" X 5" X 0.050" X 0.050" Hollow 9'-2"(1) 8'-8"(1) 8'-3'(1) 7'-10"(1) T-6"(1) 7'-2"{1) 6'-it"(1) 6'-8"(1) 6'-6"(1)
2"X4"6'7( X0.04O.ld' SMB 8'-5'(1) 7'-11"(1) 7'-6'(1) 7'-2"(1) 6'-10"(1) 6'-7"(1) 6'-4"(1) 6'-2"(1) 5'-11"(1)
2"X�'XO.O:i'XO.11G"SMB 9'-9"(1) 9'-3"(1) 8'-10" 1) 8'-G"(1) fi'-2"(1) 7-10"(1) 7-7"(1) T-4"(1)
2"X6"X0.05'7C0.12" SMB il'-2"(1) 10-6"(1) $'-5"(1) 8'-2"(1) 7'-11"(1)
2"X7'X0.055'X0.12"SMB 12'-S'(1) 11'-8"(1) 10'-1"(1) 9'-9"(1) 9'-4"(2) 9'-1"(2) 8'-9"(2)
2"X8X.072'x0.224"SMB 23'-2"(2) 21'=10"(2) 20'-9"(2) 19'-9"(2) 18'-11"(2) 18'-2"(2) 17'-6"(2) 16-11"(2) 16'-5"(2)
2"X9"X.082"X.306"SMB 31'-7"(2) 29'-9"(2) 28'-3"(2) 26'-11"(2) 25'-9"(2) 24'-9"(2) 23'-10"(2) 23'-0"(2) 22'-4"(2)
2"X 10"X.092"X.389" S MB 37'-1"(2) 35-1"(2) 33'-4"(2) 31'-9"(2) 30'-5"(2) 29'-3"(2) 28'-2"(2) 27'-2"(2) 26'-4"(2)
3" X 3" X 0.090" Hollow 9'-4"(1) 8'-10"(1) 8'-5"{1} 8'-1"(1) 7'-9"(1) 7'-5"(1) 7`-2"(1) 6'-11"(1)
3" X 3" X 0.125" Hollow 13'-3"(1) 12'-6'(1) il'-4"(1) 10'-10"(1) 10'-5"(2) 10'-0"(2) 9'-8"(2)
Width / S cin
Extrusion 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0"
2X2X.046 Hollow 4'-11" 4'-10" 4'- 4'-8" 4'-8" 4'-8" 4'-8"
2X3X.050 Hollow 7'-5" 7'-3" 6'-lY" 6'-ii" 6'-lY" 6'-Yi"
2X4X.05" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-SO"
ZX3X.072" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10"
(Posts/Colurrm) Table 2()3e
Wind Zone = 140 MPH Design Pressure; 18.5 PSF Exposure B
FOR Screen Mesh; 18 14
Alloy, 6005T5/6061T6 Load Widths or Spacing_
Post / Coltmn 4'-0" 4'-6" 5'-0" '-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0"
2" X 2" X 0.046" X 0.046" Hollow 5-3"(1) 4'-11"(1) 4'-8"(1) 4'-6"{1} 4'-3"{1} 4'-1"(1) 3'-11"(1) 3'-10"(1) 3'-8'-(1)1)
2" X 3" X 0.05" X 0.05" hollow T-8"(1) 7'-3"(1) 6'-6"{1} 6'-3"(1) 5'-9"(1) 5'-7"(1) 5'-5"(1)
2" X 3" X 0.05" X 0.05' Snap 8'-3"(1) 7'-9"{1) 7'-4"(i) 7'-0"(1) 6'-9"(1) 6'-S"(1) 6`-3"(1) 6'-0"(1) 5'-10"(1)
2" X 4" X 0.050" X 0.0517' Hallow 8'-11"(1) 8'-4"(1) 7'-11"(1) 7'-7"'(S) 7'-3"(3) 6'-11"(i) 6'-6"(1) 6'-3"(1)
2" X IT, X O.OS' X 0.05' Snap 9'-30"(1) 4'-3"(1) 8'-5"(1) $'-0"(1) 7-9"(1) 7-5"(1) 7'-2"(1) 6'-11"(1)
2" X 5" X 0.050" X 0.050" Hollow 9'-2"(1) 8'-8"(1) 8'-3'(1) 7'-10"(1) T-6"(1) 7'-2"{1) 6'-it"(1) 6'-8"(1) 6'-6"(1)
2"X4"6'7( X0.04O.ld' SMB 8'-5'(1) 7'-11"(1) 7'-6'(1) 7'-2"(1) 6'-10"(1) 6'-7"(1) 6'-4"(1) 6'-2"(1) 5'-11"(1)
2"X�'XO.O:i'XO.11G"SMB 9'-9"(1) 9'-3"(1) 8'-10" 1) 8'-G"(1) fi'-2"(1) 7-10"(1) 7-7"(1) T-4"(1)
2"X6"X0.05'7C0.12" SMB il'-2"(1) 10-6"(1) $'-5"(1) 8'-2"(1) 7'-11"(1)
2"X7'X0.055'X0.12"SMB 12'-S'(1) 11'-8"(1) 10'-1"(1) 9'-9"(1) 9'-4"(2) 9'-1"(2) 8'-9"(2)
2"X8X.072'x0.224"SMB 23'-2"(2) 21'=10"(2) 20'-9"(2) 19'-9"(2) 18'-11"(2) 18'-2"(2) 17'-6"(2) 16-11"(2) 16'-5"(2)
2"X9"X.082"X.306"SMB 31'-7"(2) 29'-9"(2) 28'-3"(2) 26'-11"(2) 25'-9"(2) 24'-9"(2) 23'-10"(2) 23'-0"(2) 22'-4"(2)
2"X 10"X.092"X.389" S MB 37'-1"(2) 35-1"(2) 33'-4"(2) 31'-9"(2) 30'-5"(2) 29'-3"(2) 28'-2"(2) 27'-2"(2) 26'-4"(2)
3" X 3" X 0.090" Hollow 9'-4"(1) 8'-10"(1) 8'-5"{1} 8'-1"(1) 7'-9"(1) 7'-5"(1) 7`-2"(1) 6'-11"(1)
3" X 3" X 0.125" Hollow 13'-3"(1) 12'-6'(1) il'-4"(1) 10'-10"(1) 10'-5"(2) 10'-0"(2) 9'-8"(2)
(Posts/Colurrm) Table 2()3e
Wind Zone = 140 MPH Design Pressure; 18.5 PSF Exposure B
FOR Screen Mesh; 18 14
Alloy, 6005T5/6061T6 Load Widths or Spacing_
Post / Coltmn 4'-0" 4'-6" 5'-0" '-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0"
2" X 2" X 0.046" X 0.046" Hollow 5-3"(1) 4'-11"(1) 4'-8"(1) 4'-6"{1} 4'-3"{1} 4'-1"(1) 3'-11"(1) 3'-10"(1) 3'-8'-(1)1)
2" X 3" X 0.05" X 0.05" hollow T-8"(1) 7'-3"(1) 6'-6"{1} 6'-3"(1) 5'-9"(1) 5'-7"(1) 5'-5"(1)
2" X 3" X 0.05" X 0.05' Snap 8'-3"(1) 7'-9"{1) 7'-4"(i) 7'-0"(1) 6'-9"(1) 6'-S"(1) 6`-3"(1) 6'-0"(1) 5'-10"(1)
2" X 4" X 0.050" X 0.0517' Hallow 8'-11"(1) 8'-4"(1) 7'-11"(1) 7'-7"'(S) 7'-3"(3) 6'-11"(i) 6'-6"(1) 6'-3"(1)
2" X IT, X O.OS' X 0.05' Snap 9'-30"(1) 4'-3"(1) 8'-5"(1) $'-0"(1) 7-9"(1) 7-5"(1) 7'-2"(1) 6'-11"(1)
2" X 5" X 0.050" X 0.050" Hollow 9'-2"(1) 8'-8"(1) 8'-3'(1) 7'-10"(1) T-6"(1) 7'-2"{1) 6'-it"(1) 6'-8"(1) 6'-6"(1)
2"X4"6'7( X0.04O.ld' SMB 8'-5'(1) 7'-11"(1) 7'-6'(1) 7'-2"(1) 6'-10"(1) 6'-7"(1) 6'-4"(1) 6'-2"(1) 5'-11"(1)
2"X�'XO.O:i'XO.11G"SMB 9'-9"(1) 9'-3"(1) 8'-10" 1) 8'-G"(1) fi'-2"(1) 7-10"(1) 7-7"(1) T-4"(1)
2"X6"X0.05'7C0.12" SMB il'-2"(1) 10-6"(1) $'-5"(1) 8'-2"(1) 7'-11"(1)
2"X7'X0.055'X0.12"SMB 12'-S'(1) 11'-8"(1) 10'-1"(1) 9'-9"(1) 9'-4"(2) 9'-1"(2) 8'-9"(2)
2"X8X.072'x0.224"SMB 23'-2"(2) 21'=10"(2) 20'-9"(2) 19'-9"(2) 18'-11"(2) 18'-2"(2) 17'-6"(2) 16-11"(2) 16'-5"(2)
2"X9"X.082"X.306"SMB 31'-7"(2) 29'-9"(2) 28'-3"(2) 26'-11"(2) 25'-9"(2) 24'-9"(2) 23'-10"(2) 23'-0"(2) 22'-4"(2)
2"X 10"X.092"X.389" S MB 37'-1"(2) 35-1"(2) 33'-4"(2) 31'-9"(2) 30'-5"(2) 29'-3"(2) 28'-2"(2) 27'-2"(2) 26'-4"(2)
3" X 3" X 0.090" Hollow 9'-4"(1) 8'-10"(1) 8'-5"{1} 8'-1"(1) 7'-9"(1) 7'-5"(1) 7`-2"(1) 6'-11"(1)
3" X 3" X 0.125" Hollow 13'-3"(1) 12'-6'(1) il'-4"(1) 10'-10"(1) 10'-5"(2) 10'-0"(2) 9'-8"(2)
!.J E
I " O 30
ADDRESS
6016 Spring Lake Terrace
Fort Plerce, FL. 34951
LEGEND
O = Found Iron Rod do Cap (IR)
OR Book — Official Record Book
Pg = Page
CONC. = Concrete
FND — Found
ID = Identification
LB = Licensed Business
LS = Licensed Surveyor
PVC = Polyvinyl Chloride
(0 = Electric Box
MTelephone Riser
= .Water Meter
JOB #: VLSP I t-1967
CLIENT #: 0211035
FIELD DATE: 09-28-11
DRAFTER: JW
APPROVED: JEW
SCALE:` r = 30'
I
Borrower's Acknowledgement and Acceptance
X
GENESIS TITLE COMPANY
c £FA-Y tic) N , :NOT`
LOT 380
MIN, S
FRONT.
SIDES
PORTOFINO SHORES +.
FND 5/8" PB 43, PG. 6 FND 5/8-
IR #4286 S 89°45'07" E 52.00' IR #4286
±TOP OF BANK
p o 6' PVC m
m n FENCE
r- -
Z
ci CONC.
n1 0 5 9'
40 0
P Z
W CD
O
g,1c: cn
W
LOT 381 u;`; LOT 382 Z i'n LOT 383 LOT 384
s C►
r 5TOfi' SLOCK�
c.i
KREQr o A�irl
81' CO20 0 �)ti 'sue
COVERED PAVER. ) Z
ENTRY ; ARiVE �n
REAR—
N89'45'07'E
ZNG. 104.00'
TECH
"l
RLCO (3) p
.m
p - N 89"45'OT' W 52.00' FND 5/8"
FND 5/8" tea' CONC. WALK -. iR #4286
IR #4286 2' CCNC, GUTTER
ASPHALT
- 6,ve-T ✓aa LAC 7_Cee,4CE
50' PLATTED R/W
L.e9a/ JeSCt iP2tion (Pet- Oe 3. -*q, AG29e ?3z16)
LoZ aka Dr P0e7_6f2n10 6>110ee6--PY1,45E TY/rPEE, 4CCordin9 eo Zhevkd z`hereoir as
teCotded in '91ae .Book '43r Page qo, off' z<he. Pub/iC eecord6 orr 6-e- LUc%e Com-,,ey/, f%tida.
CERTIFIED TO: (AS FURNISHED)
Cynthia Schmoyer Cook
Genesis Title Company
Chicago Title Insurance Company
Wells Fargo Home Mortgage
FLOOD ZONE
SUBJECT PROPERTY•SHOWN HEREON APPEARS TO BE LOCATED IN FLOOD
ZONE'X', AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN,
PERF,I.R.M. PANEL NUMBER '12111C0070J, LAST REVISION DATE 02-16-12. THIS
SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE ABOVE
INFORMATION. THE LOCAL F.E.M.A..AGENT SHOULD BE CONTACTED FOR
VERIFICATION. .
LIST OF POSSIBLE ENCROACHMENTS:
NONE AT TIME OF SURVEY.
BASIS OF BEARING
BEARINGS ARE BASED ON THE NORTH RIGHT-OF-WAY OF SPRING LAKE.
TERRACE WHICH HAS A BEARING OF N89 45'07' W PER PLAT,
NOTES
1. Underground upllty Installations, underground Improvements, foundations and/or
other underground structures were not located by this survey.
2. The purpose of this survey Is for use In obtaining 8qe Insurance: and financing and
.should not be used for construction purposes.
3. Additions or deletions to this survey by other than the signing party, or parties Is
prohibited Wthout the written consent of the signing party or parties.
4. The property shown hereon Is subject to all easements,restrictions and
reservations which may be shown or noted on the record plat and within the
public records of the county the subject property Is located. ThIssurvey only
depicts survey related Information sucb as easements and setbacks that are
shown on a record plat or have been furnished to the Surveyor.
S. Building ties and dimensions for Improvements should not be used to reconstruct
boundary lines.
THIS SURVEY IS PREPARED FOR THE EXCLUSIVE
USE SAND BENEFIT OF THE PARTIES LISTED
HEREON. LIABILITY TO THIRD PARTIES, MAY NOT
BE TRANSFERRED OR ASSIGNED.
tscvh LaliD S61�'vliz, LC
941.S. Pennsylvania Avenue
Winter Park, FL 32789
Phone (888) 399-8474
LB
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS SURVEY I5 A TRUE AND ACCURATE
REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION.
NU�je•`a•Oy�ij
4� Y• P • �i^
STATE 'F
Joseph E. Williamson, L& ' •.., �b \.�` DATED: 10/03111
PROFESSIONAL LAND SURVEY E tit\\
FLORIDA REGISTRATION M73
NOT VALID WITHOUT THE ELECTRONIC SIGNATURE AND/OR ORIGINAL
RAISED SEAL OF THE LISTED FLORIDA LICENSED SURVEYOR AND
MAPPER
DATE
REVISION
DATE
REVISION