HomeMy WebLinkAboutSUBMITTED PAPERSVr_i
OFFICE U:+-E ONLY:
--Receipt#
I - Permit V,
ALL INFO MUST BE COMPLETE & FILLED IN. TO BE ACCEPTED
. . . . . . . . . .
St. Lucie County Building and ZoWni
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652 C_
772-462-1553
St By
C/
APPLICATION 6ROA-LUMINUM STRUCTURES PERMIT
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: 8918 FIRST TEE ROAD, PSL, FL 34986
2. PROJECT NAME: RESERVE KINGSMILL SITE PLAN NAME:
3. PROPERTY TAX ID 3334.500.0075.000.6
4. LEGAL DESCRIPTION (attach extra sheets if necessary):
POD 33 AT TEH RESERVE P'HASE. 1 KINGSMILL LOT 64 (OR 1461-1566)
5. PLAT 6. PAGE 7. BLOCK 8. LOT
BOOK NO. NO. No. 64
,9. PARCEL SIZE: ACRES/SQ FT. to. LOT DIMENSIONS 76 -7. 0
r
SIDE:
SETBACKS (ACTUAL) FRONT--�r BACK:23..7& RIGHT
LEFT SIDE, lo. —N-1-6-
ll. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH -AND EVERY TYPE OF STRUCTURE)
N=New
SG = Slab on Grade
SQUARE FEET OF
TYPE OF CONSTRUCTION
A= Addition
SR = Raised Slab
DIMENSIONS
CONSTRUCTION
R = Rebuild
WD = Wood Deck
SCREEN ROOM
NEW EXISTING
X JZI
❑ CARPORT/PATIO ROOF
❑ NEW 1:1 EXISTING
X
El HABITABLE GLASS ROOM
❑ NEW 0 EXISTING
X
1-1 SUNROOM
El NEW F-1 EXISTING
X
El SHED
❑ NEW El EXISTING
X
CO POOL ENCLOSURE
El NEW El EXISTING
X
El MHROOFOVER
El NEW 0 EXISTING
X
El ROOF SYSTEM OVER
11 NEW El EXISTING
X
EXISTING ACCESSORY STRUCTURE
OTHER:
1-1 NEW El EXISTING
X
0 POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
o�—
Z
2
12. VALUE OF CONSTRUCTION: $ -(e coo -&a
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 cofistructipn,activities. If the value is $2500 or. moke,,.d RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST I&SPEttio,14..
8LCCDVForinN4.:001-02 Rep-31112009
INFORMATION a.
IOWNER
NAME: ACe fA yr"---S5
ADDRESS- e Asks 7 Zj 0.
CITY:- I'OC')A'f 51r w G FL
STATE: ZIP
'PHONE-(DAYiIME)-'4?'23 eK2 20nra. EMAIL:
FELL 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
CBC1264009 25678
STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT
BUSINESS NAME: . FLORIDA SCREEN BUILDERS INC
QUALIFIER'S NAME: RENE M CANTIN
. 3269 SW 42ND AVENUE
ADDRESS:
CITY: PALM CITY STATE: FL ZIP 34990
PHONE (DAYTIME): (�561) 602-7328 FAX NO.. 1561-753-7634 email:
floridascreenbuilders@comcast.net
ARCH1TECT/ENGINEER:--'.-.
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*fll 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 he indicated on the plot plan.
El 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
cd
TOWNSHIP'
RANGE
MAP NO
ZONING
pn
LAND USE
--DC,
LOT CVG %
Additional
Permits
Re uired
REPORT
li'
BIMS FEE
$
MISC FEES
TOTAL FEES
$
CODE
BUILDING &ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
UUINII-L'EIrl
INITIALS
J
PLAN REVIEW SPECIFICATION CHECKLIST
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 the AAF Guide to Aluminum Construction in High Wind Areas.
❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113.
(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 a 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`h 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 2007, 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 ANYALUMINUM 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, per FBC 1714, clearly identified.
(B) 2 electric schematics, in accordance with the N.E.C., if applicable.
(C) Design pressures, per ASCE-7, 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 and FBC 2002.6) 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 41h 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.
0
Y
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 /
Record and is in ade,
exceed the footprint
OWNER
w Builder, have verified that the existing foundation meets the eq
condition to withstand the uplift and weight of the aluminu uctu
structure that was in existence prior to removal by the sto
�J
SIGNATURE CONTRAWR SIGNATURE
STATE OFRIDA
COUNTY
The foregoing instrument was acknowledged before me
me this Z)day of , 20 ff ,
by ' RENE M. CANTIN
ements of the Engineer of
and said structure will not
STATiPF FLORIDA ®G.IyJ COUNTY OF 44crve
The foregoing instrument was acknowledged before me
me this day of , 20�_,
b RENE M. CANTIN
Y,
who is personally known X to me, or who has who is personally known X
produced , produced
as identifliretibipi / M as
WENDY LOUDERBACK
OOMMI&do # DD949086
EXRIRFB December 28, 2013
IMPORT.
to me, or who has
W NDY LOUDERBACK
, 4Y COMMISSION 49086
EXPIRES December 28, 2013
• 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 THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR
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.
:'�, - - i,
01/30/2012 10:08 772-286-6056 FSB SHOP-FLORIDA SCREEN BUILDERS #3400 P.001/001
J=PH E.. SMITH, C' OF THE CIRCUIT COURT - SA=T LUCIE COUti+_
FILr # 3662*378-FOR BuuX 3352 .PAGE 2467, Recorded 01/05/2012 aL v3:26 PM
s8;dwwm�ei�
Days
DESIGN CRITERIA
-2007 F.B.0
-PER ASCE 7-0.5
-WIND ZONE=140 MPH
-EXP B
-IMPORTANCE FACTOR .77
- APPLIED UNIT LOADS, COMPONENT
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.
EXISTING COVERED PORCH
1. 13'-0 1
STEP OUT AS REQUIRED
TO ALLOW CLEARANCE FOR
THE ACCORDION SHUTTER
co
I
I I
I I
1 2X2
� 1
I
N ` '
2X2
N �
r ` I
(� I I
I I 5" SUPER GUTTER
,I
I ,co
x
co
ch
I
2x8 SMB
M .J
' i `
T-03/a"
11-411
Rpm I L Py
in ,LOU
---------- ----------------------------------------
-------------------------------------------------
14'-11'/2"
T-0'/"
2x3 (TYP)
m ch m
N � N U) M
N N
6'-4" 11 6'-4"
N
0o
N
0
2x8 SMB
ST. LUCIE COUNTY BUfLDING DIVISION
REVIEWED FOR C L T E
REVIEN `ED Y
DATE - '?/
isL,.��S s ti I'E: b1IT i1L.-5T BE Ii�PT OIV JC'T
DR NO EtiSPECTION «VILL BE MADE.
DETAIL NOTES:
COLOR: BRONZE
ROOF SCREEN: BETTER VUE
WALL SCREEN: BETTER VUE
WALTER & PHYLLIS MCKEE
8918 FIRST TEE RD
PORT ST LUCIE,FL 34986
772-812-6706
2x3 (TYP) FLORIDA SCREEn BUILDERS inc
o BUS: 561-753-7734, FAX: 561-753-7634
M 3269 SW 42 AVE, PALM CITY, FL 34990
EMAIL: floridascreenbuilders@comcast.net
WEBSITE: floridascreenbuilders.com
EXISTING 4" CONCRETE PATIO SLAB STATE LICENSE: CBC1254009
Chapter 1- Screen Enclosures
1) Design pressures taken from Table 2002A, Florida Building Code 2007 with
supplements thru 2007.
2) Extrusions assumed to be alloy 6063T6 unless noted otherwise.
3) Drawings and Details are typically schematic and should not be scaled.
4) Far "half mansard" roof configuration, use beam table 101 for mansard shape.
5) "Approved Masonry Fastener" for connection to foundation must meet the
following specifications for 2 �'A" 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 #
6) For mansard beams, connection at host end of beams (i.e. fascla/gutter) height
must be equal or greater than the eave height of the enclosure.
7) Tables which have numeric entries versus scalar variables (e.g. spans vs. load
widths, or spans vs. wail heights) may be interpolated.
CARRIER BEAMS IN SCREEN ENCLOSURES:
1) Carrier Beans (Refer to schematic diagrams for limitations) must be horizontal
and may not exceed a single span of 16 R.
2) At least one end of carrier beam must be supported by the host structure.
3) Allowable load widths for carrier beams on Table 112 with accompanying
schematic diagram
4) Connect 2x8 SMB post/column at foundation using Detail C2
Concrete Cover: For foundations, minimum concrete over reinforcing bars shall be 3
inches in foundations where the concrete is cast against and permanently in contact
with the earth. For No. 5 and smaller bars 11/2" where concrete is formed and will be
exposed to the earth or weather. Where concrete is not exposed to weather, the
minimum concrete cover for reinforcing shall be 11/2 inches regardless of bar size.
Table 2002.4 DESIM WIM PRESSMES SCREMM ENCLOSURES
EKPOSURE B (FOR MEAN ROOF HII:IQRS LIP T030 FF)
Basic Wind Speed (mph)
Design Pressure (psf)
Surface
100
110
120
130
140
ISO
Horizontal Pressures on
Windward Surfaces
12
13
15
18
21
24
Horizontal Pressures on
Leeward Surfaces
9
10
13
14
15
18
Vertical Pressures on
Screen Surfaces
3
4
4
5
6
7
Vertical Pressures on
Solid Surfaces
10
11
13
15
17
20
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 1 - Screen Enclosures
Reitang(e ,
Hosr sTPLduRE (S:F.U.) -`
(Beams fnust not be placed at outside
cpomet of host eave, must align
host structure]moll) `
°1 .Mainroof support -beams must be sudporto
dlr&tly by host elements or carHer tiearia'
oc ` Host Eave & Fascia
- - - [Option6l] Carrier Beam
?y 1E
H N
-------------------
�' W, _ J--Pudins 1 a °° E
O �7 W O
w [SMEE N ENCLOSURE] - r
16 131y
90
Typical ilx rs a
Typical 1. H : .
, 1
1 z n.
Rectangle i & Enclosure Length Overall
[Overall length of the enclosure shall not be less than the projection]
Typical Screen Enclosure Footprint (Size/Shape) Limitations [Schematic it
General Limitations on Size and Shape (Footprint
1) Screen enclosures must be connected to a host structure (not free-standing)
2) Enclosure may be simple rectangular shape; OR, may consist of no more
than 2 contiguous rectangular shapes
3) Included angles in corners must be perpendicular t 100 (800 to 100°); AND,
main roof support beams must be perpendicular (within 100) to outboard
(a.k.a. longitudinal) wall
4) Size of rectangles governed by member spans per tables except as noted In
schematic diagrams
5) No maximum on length overall, minimum length must be greather than
enclosure projection
6) Width and projection governed by beam span or 40 ft, whichever is less
7) Screen eave may not exceed 14 ft except for gable end of transverse gable
or dome; sloping eave for transverse gable may not exceed 18 ft in height
8) Mean roof height in Exposure C may not exceed 15 ft
9) Typical bay module (typical spacing of posts, beams and purlins) may not be
less than 5 ft nor more than 8 ft (refer to schematic elevations)
General Notes and Limitations for Carrier Beams:
1) Carrier beams must be horizontal (flat) no other shape is permitted.
2) Maximum carrier beam span is a single span of 16 ft
3} Carrier beams may not conned to any Super Gutter comer, but must be
connected aligned with the host support wall.
Page 1 -1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
N
Chapter 1- Screen Enclosures
MaArnum of 2 Bays (one beam only) or lb ft
beyond host structurqwmhichlessC
RE (S.F.D)
MYplaced at outside.,
corner of host eave, must align with
hostsirucjvre wall
Main roo6'sup�ort heaths must be,.supported
dir by host elements or canter beam
a •; r Host Eave & Fascia
0 1 �[Optionhq Carrier Beam ;
o ,y
Purlins
1 I
O , ; :,: ,.H [SCREE U• ENCLOSURE] c m c
Typical 11"c"n-K!rS Typca. _ 1
fRectangle 1 & Enclosure Length Overall J
[Overall length of the enclosure sha0 not be less than the projection]
Typical Screen Encl rQ a Footprint (Size/Shape) Limitations fSchematic 21
Z.
Z
w
N
v
c
.-1
Maximum of 2 Bays (one beam
only) or 16 ft, whichever is less.
Rectangle 2 HOST STRUCTURE (S.F.D.)
Main roof solport bearrtinust be supported
directly by'hokelements of carrier."6eam. '
.\ /
`i Host Pave &Fascia
[OptioCarrier njQ Beam
'
'E
r
�Purlins
s
I
i f4S'
I
7
�Q
r-1
L
U' t
Q
_�J_______1_
' 'IS{REEN
I Q
LU
ENCLOSURE] .
90° fi10°)
90°'(t10°j
i
Q
Typical a ;comers
Typical
;
a
Rectangle 1 & Enclosure Length Dverall
[Overall length of the endosure shall not be less than the projection]
TVical Screen Enclosure Footprint Size/Shape) limitations jSchematic 31
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition)1.0
Chapter 1- Screen Enclosures
BEAMS
ZLIN
�� ,cam ;• �. • •.,.�
UJ
� L7
z
GIRT (AKA �c�y
CHAIR RAIL)<..00
WALLS MAY BE
BRACED BY EITHER Ile
K-BRACING OR CABLES
EAVE RAIL
TYPICAL HIP ROOF ISOMETRIC
FOR ALLOWABLE SPANS, REFER TO:
TABLE 101 FOR BEAM SPANS
TABLE 102 FOR POST SPANS
TABLE 103 FOR PURLIN SPANS
TABLE 104 FOR GIRT SPANS
TABLE 109 FOR GABLE RIDGE SPECIFICATIONS
BEAM
SPACING
BEAM SPAN PURLIN
I EAVE
LU
LCOLUMNS K-BRACING
(OPTIONAL)
HIP ROOF SIDE ELEVATION
HIP ROOF FRONT ELEVATION
COLUMNS
CABLE
BRACING
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
N
0
0
V
rn
Q.
0
m
0
REFER TO TABLE 109 AND BEAM
SCREEN SAVE SPLICE DETAILS
CONNECTION BEAM
PURLIN FILMIEOGIUARi(opy
mJJJN - ------
---------^- r
EAVE RAIL
= SUPER GUTTER
z SPAN OF SCREEN BEAM
z
z 5 ,.
a a HOST EAVE �' /' •' ;
INTERMEDIATE GIRT
FOR ALLOWABLE SPANS, REFER T0:
TABLE 101 FOR BEAM SPANS
w GIRT (CHAIR RAIL) TABLE 102 FOR POST SPANS
= TABLE 103 FOR PURLIN SPANS
u.j TABLE 104 FOR GIRT SPANS ,' ,10
TABLE 109 FOR GABLE RIDGE SPLICE SPECIFICATIONS
REFER TO SOLE
CONNECTION DETAIL
TYPICAL SECTION FOR GABLE & HIP
fu
'R
M
N
rn
z
rn
c
Chapter 1 - Screen Enclosures
LAP BEAM (A.K.A SMB ESELF�MA'TI`NGGBBEAM ])�
REFER TO EAVE DETAILS—-,
i
EAVE L—�
i F BEAM FLANGE STITCH SCREWS AT 24"
O.C. TOP AND BOTTOM#12 SINS FOR
l 2XO AND 2XID, ALL OTHERS #10 SMS
OPTIONAL
OPEN VACK P SCREEN ROOF BEAMS
f" (SCREEN ROOF SHAPD
BEAM SLOPES VARY}ARY),,
SELECT PER TABLE 101
BEAM FLANGE TRIMMED TO
ACCOMODATE INSERTION OF
a POST,LAP BEAM WEBS OVER P057
i AND FASTEN W14 EACH #12
SMSOR #14 SMS PER SIDE OF `
POSTIT(BEAM
CHAIR RAIKL(GIRT)
-- [2X3 HOLLOW SHOWN]
USE TABLE ID4 TO SELECT
EXPLODED SECTION J LAP BEAM
r-r (A.K.A. SMB [SELF -MATING BEAM ))
' SELECT POST PER TABLE 103
CHAIR RAIL (GIRT)
12X3 HOLLOW SHOWN]
USE TABLE 104 TO SELECT
�1 SOLE PLATE (IX2 OB OR 1X3 OB)
V FASTENS TO FOUNDATIONWITH 1/4"0
CONCRETE ANCHORS AT 24' O.C.
(PROVIDE IVA"MINIMUM EMBEDMENT)
SOLE PLATE W/ANGLE AND
f CONCRETE EXPANSION ANCHOR
/ SUPPLEMENTAL ANGLES & CONCRETE FASTENERS
I
[REFER TO FOUNDATION CONNECTION
DETAILS CI(a), CI or C21
COkG*7, f;OUNDAIION M (NONAL.4d SLAB
— UNLESSNOUP,OiTHERWISE) [DETAIL -Ij
TYPICAL [BEAM BEARING] WALL SECTION
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition)1.0
Chapter I -Screen Enclosures
FILE
Minimum 5 ft Ma>amum 8 ft Minimu ft Ma um 8 ft Minimum 5 ft Maximum 8 ft
Screen Roof + +
Eave Rail a.k.a. Shoulder)/ Top of Wall
E
3 e4:�- 3 x
8 8
0 o oo Girt / Chair Rail (Sendary Wall Membe�
rs
0K�
Sole Plate
ScheemaUc Elevations for Screen Enclosures with no Intermediate Girt
Screen Roof '
7
E
Xin
El L;
o
P
b
Ij
Schematic ElevAtions for Screen Enclosures with Intermediate Girt
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Page I - I4
Eave Rail (a.k.a. Sh
der}� Tnp of Wall
N ' �
Intermediate Girt
�
(Secondary Wall Member}
i
Minimum 5 It Maximum B ft
z
z
z
E
�i
�
a
o
1
Girt 1 Chair Flail
(secondary Wall Member)
O
Sole Plate
2"
Chapter 1- Screen Enclosures
' {? REFER TO TABLE 102
FOR ALLOVABLE SPANS
CONCRETE FASTENING PER
CONNECTION
/ DETAILS Ci(a), Ci OR C2
4" NOMINAL PATIO SLAB W/ 6 X 6 X 10/10 W.W.M.
OR SYNTHETIC FIBERS ON WELL COMPACTED SOIL,
(CONCRETE TO BE 2,500 P.S.I. MINIMUM)
GRADE
TYPICAL MONOLITHIC FOOTING DETAIL F1
(SCREEN WALL ON 31/2" MONOLITHIC PATIO SLAB (ONLY) 1
[DETAIL F1 TYPICAL FOR SCREEN ENCLOSURES UNLESS ADDRESSING ANGLE OF REPOSE (EROSION)]
2"
GRADE
J
REFER TO TABLE 102
FOR ALLOWABLE SPANS
CONCRETE FASTENING PER
CONNECTION
DETAILS C1(a), C1 OR C2
4" NOMINAL PATIO SLAB W/ 6 X 6 X 10/10 W.W.M.
OR SYNTHETIC FIBERS ON WELL COMPACTED SOIL.
(CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.)
1
COIYrINU US REINFORCING 1 EA #5 BAR FOR
VkWIDE, 2 EACH #5 FOR FOOTINGS WIDER
FOOTING DETAIL FZ
(PATIO SLAB W/ MONOLITHIC EDGE FOOTING) 1
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 1 - Screen Enclosures
Detail C1 Elevations show the foundation
connections for various depth columns
(posts/uprights). Columns (posts/uprights)
must not ex ble in T 0 .
AY
�2" 4" B U POS
j ---2X4 POST / COLUMN
1 T' 2"
--272"XI/B" ANGLE 2" LONG
j 4 EACH #14 SMS INTO POST WEB
o o --2"X2"X1/8" ANGLE 2" LONG
e o'
1X2 OB SOLE PLATE
4 EACH APPROVED MASONRY ANCHORS
Y4" 0 X 2V2" EMBEDMENT (3/8" 0 ANCHORS
MAY BE SUBSTITUTED)
SECTION / SIDE ELEVATION / 2X4 POST �C1
(FOUNDATION CONNECTION FOR COLUMNS
NOT SUPPORTING K-BRACING)
APPROVED MASONRY
ANCHORS BY
21/2" EMBEDMENT
_ 2" X 2" X 1/8"
ANGLES
IX3 OB SOLE PLATE
PLAN VIEW SECTION (WI 1X3 SOLE PLATE, l_ Li_"\
TYPICAL C1 POST/COLUMN AT FOUNDATION 1 /J
COLUMN SELECTED
FROM TABLE 102
MT I I I V11
WHEN IX3 OB SOLE PLATE IS SUBSTITUTED: N 11
USE Y' LONG ANGLE ON SOLD PLATE AND EDGE OF
APPROVED MASONRY
ANCHORS BY
21/2" EMBEDMENT
2" X 2" X 1/8"
ANGLES
1X2 OB SOLE PLATE
FACE OF SCREEN WALL
z" s" z° LONG ANGLE ON FOUNDATION PLAN VIEW SECTION (W//_ 1X2 SOLE PLATE)� C1 �,
3"; 3" ` zxs SMB POST/ COLUMN TYPICAL C1 POST/COLUMN AT FOUNDATIONI\ 1 —
r --2"X2"XI/8" ANGLE 2" LONG
I I 4 EACH #14 SMS INTO POST WEB
a o -2"X2"X1/8" ANGLE 3" LONG
i y or L'
1X2 OB SOLE PLATE
2"
4 EACH APPROVED MASONRY ANCHORS
1/4" 0 X 21/2" EMBEDMENT (3/8" 0 ANCHORS
MAY BE SUBSTITUTED)
SECTION / SIDE ELEVATION / 2X5 POST��C1��
�- 2X7 SMB POST/ COLUMN
4 EACH #14 SMS INTO
7" POST WEB (EACH SIDE)
(WHEN IX3 SOLE PLATE IS
4" UTILIZED, ADJUST ANGLE
LENGTHS ACCORDINGLY)
/ -- — 2"X2"X1/8" ANGLE 2" LONG
2"X2"X1/8" ANGLE 4" LONG
n o
(FOUNDATION CONNECTION FOR COLUMNS t i ,
NOT SUPPORTING K BRACING) 11 C ,I' ; - _ •
+-2X6 SMB Post / Column
6' 4 EACH #14 SMS INTO POST WEB
3" 3-3/4" —(EACH SIDE) (WHEN 1X3 SOLE
C PLATE IS UTILIZED, ADJUST
4.
ANGLE LENGTHS ACCORDINGLY)
1 2"X2"XI/8" Angle 2" Long
2"X2'%1/8" Angle 4" Long
ti n�o
1X2 OB SOLE PLATE
4 EACH APPROVED MASONRY ANCHORS
1/4" 0 X 21/2" EMBEDMENT (3/8" 0 ANCHORS
MAY BE SUBSTITUTED)
SECTION / SIDE ELEVATION / 2X6 POST ra
(FOUNDATION CONNECTION FOR COLUMNS 1 )
NOT SUPPORTING K BRACING) /
'4 EACH APPRO .ED MASONRY ANCHORS
'/4" 0 X 21/2" EMBEDMENT (3/8" 0 ANCHORS
MAYBE SUBSTITUTED)
SECTION / SIDE ELEVATION / 2X7 POST C1�
(FOUNDATION CONNECTION FOR COLUMNS 1 %
NOT SUPPORTING K BRACING)
2X7 SMB CONNECTION DETAIL C1 ALSO APPLIES TO
LARGER COLUMNS (MAINTAIN REQUIRED COMPONENT
SIZES AND FASTENER SPACINGS)
1) MAXIMUM POST HEIGHT (SPAN) 18' 0"
2) FOR DETAIL C1 AND C2, POST HEIGHT OR SPAN
NOT LIMITED BY TABLE 105
FOR NOMINAL 4" PATIO SLAB, DO NOT EXCEED 23/4" DEPTH
FOR CONCRETE ANCHORS, WHERE CONCRETE DEPTH
EXCEEDS 31h" DEPTH, ANCHOR MAY BE EMBEDDED UP TO
CONCRETE DEPTH DIVIDED BY 1.25
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 1- Screen Enclosures
8 FACH #14 SMS
INTO POST WEB POST / COLUMN COLUMN SELECTED
EACH SIDE 3" FROM TABLE 102
3"X3'7C3/1W ANGLE ;
,%—T LONG _s
/ 11' 1 APPROVED
—MASONRY ANCHORS
R' BY 21h" EMBEDMENT E
4X2 OR 1X3 SOLE PLATE
WALL FACE L ELEVATION C2
TYPICAL C2 PC 71COLUMN at FOUNDATION 1
MINIMUM COLUMN SIZE FOR DETAIL C2
(SUPPORT OFK-BRACING) 2X6 SMB
ZQ 6"
3.11p 2X6 SMB POST / COLUMN
3'X3 W/16' ANGLE 3' LONG
r 8 EACH V14 SMS INTO POST'WEB,
a o 3'9C W/B" ANGLE 3' LONG
o n 0 a'
O O
4 APPROVED MASONRY ANCHORS 3/8" G X 2W EMBEDMENT
SECTION / SIDE ELEVATION / 2X6 SMB POST
(LOCATIONS SUPPORTING K BRACING) 1
V (IX2 oB SOLE PLATE MAY BE
SUBSTITUTED AS INDICATED IN
7" PLAN VIEW SECTWN)
3- 4" 2X7 SMB POST / COLUMN
3"X3'X3/16' ANGLE 3" LONG
8 EACH #14 SMS INTO POST WEB
0 0 —3 53'X3/8' ANGLE 3I/i" LONG
i0 a o 0
a a
1X3 08 SOLE PLATE
4 APPROVED MASONRY ANCHORS 3/8" 0 X 2V.- EMBEDMENT
SECTION SIDE ELEVATION 2X7 SMB POST C2
(LOCATIONS SUPPORTING K-BRACING) 1
�n
N
3/$" 0 APPROVED
MASONRY ANCHORS
A BY 2'h" EMBEDMENT
3"X3"X3/16" ANGLE
3" LONG
B 50LE PLA
FACE OF SCREEN WALL
PLAN VIEW SEMON w 1X2 SOLE PLATE)
TYPICAL C2 POST/COLUMN AT FOUNDATION
MINIMUM COLUMN SIZE FOR DETAIL C2 1
(SUPPORT OF K BRACNG) 2X6 SMB
3- 2" p 2X8 SMB POST / COLUMN
3--a"X3/16" ANGLE 3" LONG
BEACH #14 SMS INTO POST WEB
YV"X3/8" ANGLES 4" LONG
o (MINIMUM)
O O p p
,
O O
1X3 OB SOLE PLATE
4 APPROVED MASONRY ANCHORS 3/8" 0 X 21h" EMBEDMENT
SECTION .SIDE ELEVATION / 2X8 SMI3 POST
(LOCATIONS SUPPORTING K BRACING) 1
2X8 SMB CONNECTION DETAIL C2 ALSO APPLIES to 2X9 and 2X10
(MAINTAIN REQUIRED COMPONENT SIZES AND FASTENER SPACINGS)
1) MAXIMUM POST HEIGHT (SPAN)18' 0"
2) FOR DETAIL C1 AND C2, POST HEIGHT OR SPAN
NOT LIMITED BY TABLE 10S
FOR NOMINAL 4' PATIO SLAB, DO NOT EXCEED 23fa" DEPTH
FOR CONCRETE ANCHORS, WHERE CONCRETE DEPTH EXCEEDS
3ye DEPTH, ANCHOR MAY BE EMBEDDED UP TO CONCRETE
DEPTH DIVIDED BY 1.25
Detail C2 Elevations show the foundation
Connections for various depth columns
(pasts/uprights). Columns (posts/uprights)
must not exceed allowable spans in Table 102,
Page 1- 21 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 1 - Screen Enclosures
1.
As
_____ANCHOR
___ _ 3/8" 0 APPROVED MASONRY
ANCHOR 21/z" EMBEDMENT
_.._ 3' X 3" X Va" ANGLE
j BY 3" LONG
J 1X3 08 (OPTIONAL)
_ 3' X 3" X Y4" ANGLE
BY 3" LONG
3/8' 0 APPROVED MASONRY r
3 EACH r ANCHOR 2'/2" EMBEDMENT
Ci4 SMS - -' -
2" LONG 3" X 3' X W "ANGLE_ 1X3 OB SOLE PLATE
r BY 3' LONG - - -
EDGE OF CONCRETE FOUNDATION
— - 3" X 3" X 0.072" HOLLOW
PLACEMENT IN ANGLE PU,N yIEW SECTION I EXTERIOR CORNER AT FOUNDAQM
FOR SCREEN ENCM Rf ES IN WIND ZONE 120 MPH AND GRE P,
FOR NOMINAL 4" PATIO SLAB, DO NOT EXCEED 23h" DEPTH
FOR CONCRETE ANCHORS, WHERE CONCRETE DEPTH EXCEEDS
3V+.° DEPTH, ANCHOR MAY BE EMBEDDED UP TO CONCRETE
DEPTH DIVIDED BY 1.25
I.%
v #10SMSBYIV2'
f�1 16" D.C.
3" X 3" X 0.072" (MiI"UM) HOLLOW-- -
--- 1X3 OMB
3" X i' X 0,072" SQUARE EXTRUSION (MAY
OR MAY NOT HAVE SNAP FEATURES SHOWN _ 3' X 3" X IA" ANGLE
SCR
EW REW SLOT ARRANGEMENTS VARY) f^ BY 3" LONG
I r - 3 EACH 014 SMS 2" LONG
3/8" 0 APPROVED MASONRY
f ANCHOR 2Yz" EMBEDMENT
- 1X8 OB SOLE PLATE
• i r
3/8" 0 APPROVED MASONRY ANCHOR = -.
THRU EXTRUDED POST BASE 2-318' LONG.
21A' EMBEDMENT
PAMAL EL V, DON I EXTE,QI, R ORNER AT FOUNDATION
FOR SCRM E,K1 OSURM_IM DZQK12Q-MPJ AND GREATER
Page 1 - 23 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 1 - Screen Enclosures
1"X2" OR1"X3"OB@
PERIMETER FASTEN PER NOTE #1
HOLLOW HORIZONTAL (GIRT)
NOTE #1: USE 1/a"0 X 3" LONG LAGS INTO WOOD
HOST AND 1/4V X 21/4" LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTRUCTION
(1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND
WITHIN fi" OF EACH PERPENDICULAR MEMBER
2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2
OB INTO SCREW SPLINES OF HOLLOW GIRT
(1" EMBEDMENT MINIMUM.)
CONNECTION W/ CONCEALED FASTENERS
RTIAL ELEVATIONS / 2" X 2" GIRT TO 1" X 2" CON
4 - # 10 S.M.S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW
GIRT (1-1/2" EMBEDMENT MINIMUM) --
GIRT OR
CHAIR RAIL
SELF MATING POST
4 3
f
'f
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / GIRT TO POST CONNEC
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0'
C4 '
1
Chapter 1 - Screen Enclosures
CONNECTION WITH EXPOSED FASTENERS
I- X 2- OB @ PERIMETER
REFER TO NOTE *I - THIS SHEET
2- it 10 S.M.S. FROM INSIDE FACE OF
—PERIMETER EXTENSION INTO SCREW
SLOTS OF PERIMETER (1-1/2'
EMBEDMENT MINIMUM)
REFER TO NOTE #1 - THIS SHEET
NOTE #I.- USE 1/4"0 X 3" LONG LAGS INTO WOOD
HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS
OST 5T91J&URt ELWENTS,
INTO CONCRETE OR MASONRY CONSTRUCTION
(I" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND
WITHIN 6" OF EACH PERPENDICULAR MEMBER
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / PERIMETER EXTENSION CONNECTIONS
FIL%tw: COPY'
6" LONG GUTTER BRACKET
3 EACH #12 SMS-----
1112 011
2" X 2" X I.X ANGLE EACH SIDE ]
OF BEAM (MINIMUM 2- LONG) WITH
2 EACH #14 SMS INTO BEAM WEB 7
ROOF BEAM
/'(PER TABLE 101)
BEAM MAY BE SLOPING OR HORIZONTAL:
wl
10*
EXTRUDED GUTTER BRACKET BY 6" LONG
AT EACH BEAM WITH 3 EACH 318" 0 LAG
SCREWS INTO FASCIA (ALSO PROVIDE
LAG SCREWS BETWEEN BEAMS ALONG
GUTTER AT 24- O.C.)
118" ANGLE CONTINUOUS SHIM
(CUT TO ACCOMODATE SLOPE)
2" X 2- X 1/8" ANGLE EACH SIDE OF BEAM (MINIMUM 2" LONG)
WITH 2 EACH #14 SMS INTO BEAM WEB AND INTO SUPER GUTTER
CHANNEL.COVERING OPEN BEAM (INCIDENTAL TO DESIGN)
BEAM MAY BE TRIMMED
ALTERNATE SUPER GUTTER CONNECTION DETAIL (2) BEAM TO HOST EAVE
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 1 - Screen Enclosures
WHERE ?I jRUNS ARE ADJACENT TO DIAGONAL ROOF BRACING, BRACING
CONNECTIONS REQUIRE BACIUNG PLATES, EXTEND DIAGONAL BRACING
SACKING PLATES AND UTILIZE FOR PURUN CONNECTION
2'h' X 3h' X It8" BACKING PLATE
(REQUIRED IN WIND ZONES 120 MPH AND ABOVE)
SELF -MATING OR LAP EXTRUSION
(SCREW BLOTS) -�
2'X2'XI1W ANGLE EACH SIDE 4 EACH
#14 SMS INTO PURUN WEB AND 4 t
EACH INTO BEAM WEB (ANGLE
EXTENDS TO WITHIN W" OF TOP AND
BOTTOM OF CONNECTING PURUN
AND FASTENERS SPACED EVENLY) 4 °I
10
HOLLOW PURUN (SELECT PER TABLE 103)
MAY BE SLOPING OR HORIZONTAL WITH
11h' LONG #10 SMS FROM INSIDE
BEAM INTO PURUN SCREW SLOTS
IIV BACKING,PLATES AND 6 #10 SMS INTO HOLLOW PURLINS
REQUIRED IN 120 MPH ZONES AND GREATER, IN WIND ZONES
UP TO 119 MPH, USE 4 #10 SMS INTO PURUNS
SON J ANGLEXHANNEL OR _ 39
.INTERNAL FASTENING AT SLOPING PURUNS ,
WHERE PURU.INS ARE ADJACENT TO DIAGONAL ROOF
29t' X 3W" X 1(8" BACKING PLATE BRACING, BRACING CONNECTIONS REQUIRE BACKING
(REQUIRED IN WIND ZONES 120 MPH AND ABOVE) PLATES, EXTEND DIAGONAL BRACING BACKING PLATES
1 AND UTILIZE FOR PURUN CONNECTION
0
2"X7X11a" ANGLE EACH SIDE 3 EACH #14 SMS INTO PURLIN WEB—/%
� HOLLOW PURLIN (SELECT PER TABLE 103)
AND 4 EACH INTO BEAM WEB
( 118" THICKNESS RECEIVING
MAY BE SLOPING OR HORIZONTAL WITH
I IW' LONG 010 SMS FROM INSIDE
CHANNEL MAY ALSO BE USED
BEAM INTO PURUN
K IN SCREW SLOTS
FASTENED AS SHOWN)
1ff BA"G PLATES AND 6 S30 SMS INTO HOLLOW PURUPS
REQUIRED IN 120 MPH ZONES AND GREATER, IN WIND ZONES
UP TO 119 MPH, USE 4 #10 SMS INTO PURUN$
ROOF BEAM
PURUN TO BEAM CO NEMON ' .
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 1- Screen Enclosures
END BAY (-IiW') PURUN
(SL.QEE VA
r X 3" X 0.072" EAVE RAIL
(MAY OR MAY NOT HAVE SNAP
FEATURES SHOWN AND SCREW SLAT -..
ARRANGEMENTS VARY) EAVE
RAIL CONNECTS TO BEAMS VIA
INTERNAL #10 SMS X 1'1a' LONG
OPTIONAL IX3 OPEN BACK EXTRUSION ON
BOTTOM OF EAVE RAIL, FASTEN TO
POST LVj 2 EACI #10 SMS X 11hw LONG
INTO SCREW SLOTS OF 1K3 AND CONNECT
TO SAVE RAIL W/ #10 X Ile AT 24" O.C.
SCREWS CONNECTING OPEN BACK TO EAVE
MAY BE OMMITTED WHEN CONTINUOUS
SNAP SECTIONS ARE UTILIZED
3" X r X 0.472" EAVE RAIL
(MAY OR Wi NOT HAVE SNAP
FEATURES SHOWN AND SCREW SLOT
ARRANGEMENTS VARY) SAVE
RAIL CONNECTS TO BEAMS VIA
INTERNAL *10SMS X LV2" LONG
POST FLANGE TRIMMED TO LAP
WEBS OVER PURLIN AND FASTENED
WITH 5 EACH *14 SMS EACH SIDE
SIDE WALL POSTICOLUMN
SECTION (1) AT SCREEN EAVE ON SIDE WALLS
(FOR WIND ZONES 120 MPH AND GREATER)
r
r \
_ T BEAM FLANGE STITCH SCREWS AT
' 24" O.C. TOP AND BOTTOM #12 SMS
FOR 2X9 AND 2X10, ALL OTHERS #10 SMS
OPTIONAL DO OPEN BACK EXTRUSION ON 0 �9
BOTTOM OF EAVE RAIL, FASTEN TO ' BEAM (MAY BE HORIZONTAL OR
POST Wf 2 EACH #10 SMS X 1V12' LONG I 0 C �, SLOPING), SELECT FROM TABLE 101
INTO SCREW SLOTS OF W AND CONNECT `
EAVE RAIL MAT 24"O.C.
4 EACH *L4 SMS PER SIDE WEB TO WEB
SCREWS CONNECTING OPEN BACK TO SAVE (MUJIMUM)
MAY BE OMMITTED WHEN CONTINUOUS TRIM BEAM FLANGE TO ACCOMODATE POST
SNAP SECTIONS ARE UTILIZED i AND LAP BEAM WEBS OVER POST WEBS
SECTION (2) AT SCREEN EAVE ON LONGITUDINAL WALLS
(FOR WIND ZQNE 12Q MPH AND GREATER AIL
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
CibpterI _ Screen Enclosures
Miter splices shown for mansard splices, identical Splice Plate Alloy:
specifications for gable and/or straight beam splices. 6061T6 or 5052H32
_ 2 SCREWS ALONG CENMRLINE
Maximum angle for mansards 390 _ OF PLATE EVENLY SPACED
Maximum angle for gables 450
INTERNAL
SPLICE PLA
k
+ Q R
/ O
+-{----------------------------
ki I
#14 SMS Typical• ° / �vo
o���y0g
/ pI:
Screw positions near miser joint may be adjusted
to aanmodate puriin, space between fasteners
along miter joint may isle to 2", maintain
maximum and minimum distances between screws.
r Edge Distance for Screws: 3/4"
Minimum Screw spacing: 5/8"
SPLICE SPECIFICATIONS PER TABLE 109 BELOW
TYPICAL ELMTIQN FOR BEAM MITER 21KE
[DErAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY
ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE, MAINTAIN
PLATE AND CONNECTOR SPECIFICATIONS IN TABLE 109 FOR ALL]
Beam Splice Details
Table 109
Beam
2X6X0.050X0.120 SMS
1 Splice Plate Dimensions
! Thidmess length 1 Height
1/8" 16" S1/4°
#14 SMS
Per Side
Per End
14
Total
#14 SMS
Per Splice
56
Fastener Spaces
Number of Spaces
Horizontal
3
Vertical
3
2X7X0.055X0.120 SMB
1/8"
16"
61/4"
14
56
3
3
2XSX0.072X0.224 SMS
3/16"
18"
71/4"
16
64
4
3
2X9X0.082X0.306 SMS
3/16"
18"
8'/4"
18
72
4
4
2X10X0.092X0.389 SMS
1/4"
20"
9"
22
88
4
6
AAF GUIDE TO. ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
I ^ ` I Purlins I I
u j El \\�� IE I E I E EI
En m1 z� Im Im Im ml i
I Purlins I I
SIDE WALL K-BRACING Z
OPTIONAL WHEN SIDE WALL 1 I I
IS FEWER THAN 3 BAYS I I I
i CO
Purlins I I
I i I I I i i
Screen Wall
K Braces
Screen Enclosure Roof Bracing Strategies - Schematic #3
Proje
K Brace
o
i ! H RU (S. )
--` -#--
r
I
a,
a�
[NLL BRA(xjVG
ENV 2MBAFY
y
1O
m u
CL
I i I I I I '
.`
Roof:Diagonal j
2T
��
----F. `'i---- j — ----I Purlins ' _1 5:7
co it
'^
I I I I I I
E I 1tV I E E I I E
c}
11J
00 Z Im I Ca I ,'z Im
w
N
I I I I I I
---- ---
£ o
[2ndBayj I I Roof Diagonal
I I g
.co I I m
I I ,' I PurlinsLL
.n
K-Braces
Dimension (Length of Enclosure & partial lateral exposure)
Screen Enclosure Roof Bracing Strategies - Schematic #4
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 1 - Screen Enclosures
HO S U R
I ! I ! I
! I I ! I
I I I I !
I I I I
I I 1 I I
[kREEN ENi LOSURE�
I ! I ! I
F- I [Diagonal Roof Bracing Not Required] I
I I I I
I I I I I
I I ! I !
I I I I 1
I I I I I
Screen Wall
Screen Enclosure Roof Bracing Strategies - Schematic #1
HO U R
, - -.... - - i --
�I
in
E
v I
d in I I col I
EI I —
�e 3 I I I afOil
ml >. I
16 r-
E
Purlins I I I
SIDE WALL K BRACING
v ! I I I I OPTIONAL WHEN
a u I I I I 1 SIDE WALL IS
I I ! I 1 LESS THAN 3 BAYS
Screen Wall
K Braces K Braces
Longitudinal Dimension (Length of Enclosure)
Screen Enclosure Roof Bracing Strategies - Schematic #2
ROOF BRACING NOTES:
1) BRACE FULLY 2nd BAY FROM EACH END BETWEEN BEAMS,
ONLY CORNERS IN Ist_BAY
2) ORIENT BRACES TOWARD CENTER OF ENCLOSURE AS SHOWN
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Page 1 - 38
I I ADD 2 ADDRIONAL FLANGE STITCH
SCREWS WHEN INTERNAL BACKING
—ZX3 (0.050" 0110.07Z") HOLLOW PLATE IS UTILIZED\
PURl1N \
2X2X1l8 CHANNEL STRAIGHT OR ANGLE CUT (� ,
ROOF BRACING CONNECTIONS MAY ALSO 4 EACH #14SMS THRU CHANNEL INTO BEAM - - - A
SE UTILIZED FOR K-BRACING (WALL BRACING) 4 EACH SIDE #14 SMS THRU CHANNEL _ ax
WHEN WALL BRACING CAN BE 2X3, USE INTO HOLLOW TUBE DIAGONAL
CONNECTIONS APPROPRIATE TO MATCH ................ . ...... ... ......................... _ . _ :.. .
THE ORIENTATION OF THE BRACE. 3")a XO.090" HOLLOW TUBE DIAGONAL
1.71"IF
C7
BEAMS MAY BE SLOPING OR HORIZONTAL
:.....................
..
" HOLLOW TUBE DIAGONAL
ROOF BEA
0
y- -- ROOF BEAM
Elevation View Sedan
SCREEN ROOF DIAGONAL BRACING SCHEMATIC (#2�
K-BRACING NOTE: THESE CONNECTION DETAILS
MAY BE UTILUM FOR K BRACING
n
U
IT
Chapter 1 - Screen Enclosures
SCREEN ROOF
K BRACE MEMBERLEGM
TABLE 105
KEY
EXTRUSION
A
2X2XO.046 Hof
S
2X3X0.050
C
2XV0.090
D
2x3X.072
E
3X3X0.072
F
3X3X0.090
- ________,_Ewe HeigMfor Enclosure
------ ---------------- .......---' --
I '
Beam / Post Spadng
IVR
M
R I
' I
1
1
1
W
1
I
I------------- --•
W
Bin / Post Spacing Beam /Post Spacing
I
�1
I
2: I
I
'
�I 1
OI
0.
11CCL'
.. _..._-.k-___-_. .... .....-..-.__••___•----------------•
.. .. __-_`-------
-------
N K BRACING IN END (FIRST] B Y (MINIMUM] LENGTH OF K BRACING AREA
Schematic Partial Elevation for Screen Enclosure
MI M NI LBVFH OF K BRACIM AREA FOR ONE EN! OF LOPM DD AL WALL TABLE 107
MAXIMUM
TOTAL HEIGHT OF ENCLOSURE BY WIND ZONE
Enclosure
Pro'ecdon
110
120
130
140
12
15
18
12
15
1 18
12
1 15
1 18
12
1 15
18
20
5
5
6
5
5
6
5
5
7
5
6
8
25
5
5
6
5
5
7
5
5
8
5
6
10
30
5
6
7
1 5
6
B
5
6
10
5
7
12
35
5
6
1 8
5
7
10
5
7
11
5
8
13
40
K BRACING REQUIREMENTS ON LONGITUDINAL WALLM:
1) EQUAL K-BRACING SMALL BE PROVIDED AT BOTH ENDS OF THE LONGITUDINAL WALL UNLESS BRACED BY
HOST STRUCTURE AS PROVIDED IN SCHEMATICS;
2) LOOKUP ENCLOSURE HEIGHT, ENCLOSURE PROJECTION AND LONGITUDINAL PANEL WIDTH IN TABLE 108
TO FIND DIAGONAL EXTRUSTION TYPE AND END FASTENING (EXTRUSION KEY TABLE 106) ALL SCREWS
#14 SMS EACH SIDE EACH END;
3) TABLE 107 INDICATES MINIMUM LENGTH OF K-BRACING AREA FOR ONE END
4) TABLE 107 DOES NOT DICTATE POST SPACING, I.E. LENGTH OF K-BRACING PROVIDED BY DESIGN MAY
EXCEED TABULAR VALUE BUT MAY NOT BE LESS THAN TABULAR VALUE;
5) ORDER OF PROFILES IN TABLE 108 INDICATE RELATIVE STRENGTH FROM WEAKEST (A)TO STRONGEST (F),
A STRONGER MEMBER THAN REQUIRED MAY BE SUBSTITUTED;
6) INTEGER AFTER SLANT SIGN IN TABLE 108 INDICATES NUMBER OF #14 SMS PER SIDE PER END OF DIAGONAL
7) LONGITUDINAL GABLE ENDS REQUIRE ADDITIONAL BRACING, A MINIMUM OF 2 BAYS EACH AND BAY NEARER
CENTER (HIGHEST) MUST BE BRACED TO TOP OF COLUMN (REFER OR ISOMETRIC SCHEMATICS AT BEGINNING OF CHAPTER).
K BRACING REQUIREMENTS FOR SIDE WALLS
_ 1) WHEN SIDE WALL IS_3 BAYS.PROVIDE K-BRACING IN GQRNER_(l5t)-BAY --- - _ -_ - - - -
2) FOR 1 OR. 2 BAY SIDE WALLS, K BRACING OPTIONAL
3) FOR SIDE WALLS OF 4 BAYS OR MORE, PROVIDE ONE BAY K BRAC NG IN 2nd BAY
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition)1.0
Y
2" X 2' X 1/8" ANGLE
EACH SIDE OF BEAM -
(TYPICAL)
APPENDIX D
Chapter I Span Tables for Alloys 6061T6 OR 6005T5
1 x 2 O.B� 1.
1/4 0 X 3 LONG LAG
SCREWS FOR LUMBER HOST -
3/8" 0 X 3" LONG MASONRY
SCREWS FOR MASONRY HOST
STRUCTURES PER TABLE 114
T' 0
3+ 2" X 2" X 118" ANGLES LENGTH FULL DEPTH OF
BEAMS EACH SIDE EACH END W/ FASTENING PER
TABLE 108
HOST STRUCTURE (MASONRY OR
1/4" 0 X 3" LONG LAG
SCREWS FOR LUMBER HOST -
3/8" 0 X 3" LONG MASONRY
/ rSCREWS FOR MASONRY HOST
"�`STR
SIZE PER LUMBER FRAME) UCRIRES PER TABLE 114
101 OR 110 —N
BEAM TO [HOST] WALL CONNECTION
1/4'' N G S�CfiEWS FQg LUMBER
FILEH
O 3/8° LONG MASONI. �Y SCREWS
FOR ONRY 5T CiFJIt �� HOST STRUCTURE
(MASONRY OR
PLAN LUMBER FRAME)
I
ALLOWABLE SPANS for Primary Members In Screen Walls (Posts/Columns) Table 102 e
Wind Zane = 140 MPH Appled Unt Load = 21.0 PSF Exposure B
Post } Coiumn
Load Widths or Spacing
4'-0"
4'-6"
5'4"
T-6"
6-0"
6-6"
`-a"
T-6"
8'-0"
2" X 2" X 0. 46" X 0.046" Hobw
4'-11"
4'-8"
4'-5"
4'-1"
41-0"
T-10"
3
3'-7"
3'-6"
2" X 3" X 0.05" X 0.05" Holow
T-2"
6'-9"
6'-5"
6'-2"
5'-10"
T-8"
5'-5"
5'-3"
5'-1"
2" X 3" X 0,05" X 0,05" Snap
741
7'-3"
C-11"
6'7711
61-4"
1 6'-1"
5'-10"
51-8"
5'-5"
2" X 4" X 0.050" X 0.050" Hobw
8W,
T-10"
7-5"
7-1"
6'-10"
6'-6"
6'4"
6'-1"
1 5'-1 i "
2" X 4" X 0.05" X 0.05" Snap
9` 3"
8'-8j1
8'-3"
7-10"
7-6"
T-3"
6'-11"
6'-9"
6'-6"
2" X 5" X 0.050" X 0.050" Hobw
8'--T1
8'-11,
7-8"
T-4"
7-0"
6-911
611-6"
6'-311
6'-l"
2"X4"X0.046"X0.10" SMB
7-11"
T-5"
T-1"
6'-91,
6'-51,
6'-2"
5'-11"
5'-9"
5'-7"
2"X5"X0.05'X0.1167' SMB
91-911
9'-2"
81-9"
81-4"
T-11"
T-8„
T4"
T-1"
6'-11"
2"X611x0.05"X0.12" SMB
10'-6"
9'-10"
9'-4"
8'-11"
81-611
8'-2"
7'-11"
T-8"
7'-5"
211x7"x0.05s1Ix0.12" SMB
11'-B"
10'-111,
101-5"
9' 11"
91-6"
9'-1"
8'-91`
8'-6"
V-3"
2"X8X.072"X0,224r1 SMB
21'-9"
20'-6"
191-5"
19-6"
17'-9"
17'-l"
16'-5
15'-11"
15'-4"
2"X9"X.082"X.306" SMB
29'-7"
27'-11"
26-6"
25'-3"
241-2"
23'-3"
22 !P'
21'-7"
20'-11"
2"X10"X.092"X.389" SM(3
I 3.1'-11"
32'-11"
31'-3"
29'-10"
1 28'-6"
27'-5"
2G'-a^'
25'-G"
24'-8
u
FOR IL40 mph Wind Zone
1 1-4, 1 -,A - 'II
Table 104e
Loa d S cin
Extrusion
W-0"
4'-6"
5'-0"
5'-6"
6-0"
6'-61
7-0"
2X2X.046 Hollow
47-11"
4710
4'-9"
T-8"
4'-8"
4'-e,
4-81,
2X3X.650 Hollow
7'-5"
7'-3'
7'-l"
6-11"
6'-11"
6-11"
6-11"
2X4X.05"
7' SO"
7'-10"
T-10"
T-10"
7-10"
T-10"'
T-10"
2X3X.072"
T-10"
T-10"
7'-10"
T-10"
7'-10"
T-10"
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"
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.1 1 Page D - 26
I`
Chapter 1- Screen Enclosures -Addendum 1.2- (May 2009)
Alloy: 6005-T5 - Screen Mesh: 18/14 - Exposure B
Allowable Spans for Gabled Beans with a Rise of 5 ft (Maximum) Table 101(e)8
18/14 Screen Mesh (Only) Wall Height 8 ft Roof Design Pressure: 5.3 (psf)
Exposure B Wind Zone: 140 mph Wall Design Pressure: 18.5 (Dsf)
6005T5 Alloy
Beam Spacing in Feet
Self -Mating or Lap Beams
5' 0"
5' 6"
60"
6' 6"
79,
7' 6"
8-9-
2 X 6 X 0.050 X 0.120 SMB
NA
NA
NA
NA
NA
NA
NA
2 X 7 X 0.055 X 0.120 SMB
NA
NA
NA
NA
NA
NA
NA
2 X 8 X 0.072 X 0.224 SMB
21'-9"
18'-3"
14'-10"
11'-3"
6-11"
NA
NA
2 X 9 X 0.082 X 0.306 SMB
39-9"
36-11"
34'-5"
32'-1"
29'-&'
27'-4"
2 X 10 X 0.092 X 0.374 SMB
50`-2"
47-1"
44'-4"
44'-Z'
39','.1! -
3T-6"
35-7"
Allowable Spans for Gabled Beams with a Rim of 5 ft (M xkwm)Y Table 101(e)11
18/14 Screen Mesh (Only) Wall Height 11 ft Roof Design Pressure: 5.3 (psf)
Exposure B Wind Zane: 140 mph ,, Wall benign Pressure: 18.5 (Dsf)
6005T5 Alloy
BeamSpacing in Feet
Self -Mating (or Lap) Beams
5' 0"
5, 6,
60"
66,
T 0"
7' Ut
8' 0"
2 X 7 X 0.055 X 0.120 SMB
NA" -
NA
NA
NA
NA
NA .
2 X 8 X 0.072 X 0.224 SMB :
6'-10' ,
. 1Z'-3"
' 6'-6"
NA
NA
NA
NA
2 X 9 X 0.082 X 0.306 SMB
3 -4"
34'-5"
31'41
28'-10"
26-1"
23'-6"
20'-11"
2 X 10 X 0.092 X 0374 SMB
477-1 P, :
44-1(y,
42'4'
41'-10"
37-1"
j 341-11"
1 V-7'
Allowable Spans for Qabled Beans with a Rise of 5 ft (Maximum) Table 101(e)14" .
18/14 Screen Mesh (Only) Wall Height: 14 ft Roof Design Pressure: 5.3 (psf)
Exposure B _ Wind Zone: 140 mph Wall Desicin Pressure: 18.5 (Dsf)
6005T5 Alloy
Beam Spacing in Feet
Self -Mating or La Beams
5191
56,
61011
6161
7 0"
7' 67
8' 0"
2 X 8 X 0.072 X 0.224 SMB
10'-2"
NA
NA
NA
NA
NA
NA
2 X 9 X 0.082 X 0.306 SMB
34'-11"
317-10"
28'-6"
25-3"
22'-2"
19'-2"
16-1"
2 X 10 X 0.092 X 0.374 SMB
45'-10"
1 42'-8"
39'-9"
1 39-7"
34'-7"
31'-10"
Addendum Page# 74
Page 1- 69 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.2
APPENDIX D
Chapter 1 Span Tables for Alloys 6061T6 OR 6005T5
ALLOWABLE SPANS for Purli►s Exposure B 600M Alloy Table 103
Sloping Purlins(Rise = 4 ft)
FOR 14U mph Wind Zone Table Me
Maxim, im Snwnrn R ft Cimino liurlinc 12ira = h ft\ Wall Haie,ht = A ft
Load
Width J S ci
C>&uslon (Purlln)
51-0"
le -G"
Go"
G'.G"
7 0"
T G"
0' 0"
2 X 4 X 0.046 X 0.100 SMB
5'-5"
5'.2"
4'-10"
4'-5"
NA
NA
NA
2 X 4 X 0.050 X 0.050 Hollow
5-9"
5'-4"
4'-11"
4'-7"
4'-1"
3'-8"
T-2"
2 X 3 X 0.072 X 0.072 Hallow
6'-7"
6'-2"
5'-10"
5'-5"
4'-11"
4'-7"
4'-2"
2 X S X 0.050 X 0.116 SMB
8'-0"
814Y"
T-0"
6'-8"
6-4"
5'-11"
2 X 5 X 0.050 X 0.050 Hollow
8'-0"
6'-10"
6'-6"
6-1"
5'-9"
5-4"
NA
2 X 6 X 0.050 X 0.120 SMB
8'-9,
8'-0"
8'-0"
8'-0"
7 4'
7-0"
6'-8"
2 X 7 X 0.055 X 0.120 SMB
8'-0"
8,-0"
81_0"
8'-0"
a'-0"
0-0"
7'-9"
FOR 140 nVh Wind Zone Table 103e
MAvimllm Snarirn R ft Sbpina Purlins (Rise = 4 fit)Wall Fbinht = 11 ft
Load Width I S Dacinq
Extrusion (Perlin)
5'-01,
5' b°
6'-0"
6-6"
T 0"
7-6"
1 8'4"
2 X 4 X 0.046 X 0.100 SMB
4'-11"
4'-7"
NA
NA
NA
NA
NA
2 X 4 X 0.050 X 0.050 Hollow
5'-Z"
V-8"
4'-2"
3'-7"
3'-0"
Z-3"
1'-4"
2 X 3 X 0.072 X 0.072 Hollow
6'-0"
51-7"
5'-1"
4'-7"
4'-0"
3'-5"
2'.10"
2 X 5 X 0.050 X 0.116 SMB
8'-0"
6-10"
6'-6"
6-1"
5'-8"
5'-3"
4'-10"
2 X 5 X 0.050 X 0.050 Hollow
614,
6-3"
5'-10"
5'-5"
NA
NA
NA
2 X 6 X 0.050 X 0.120 SMB
V-0"
81-0"
8'-0"
7'-2"
6'-9"
6'-4"
5'-11"
2 X 7 X 0.055 X 0.120 SMB
8'-0
8'-0"
S'-o"
8'-U'
8'-0"
Ts'-
6'-11"
FOR 140 mph Wind Zone Table 103e
Maximum Snarirn R ft Sloping Purim (KiSe = 4 ft) Wall Heiaht = 14 ft
Load
Width I Spacing
Extrusion (Perlin)
5'-0"
5'-6"
6-0"
6-6"
7'-0"
7'-6"
8'-0"
2 X 4 X 0.046 X 0.100 SMB
NA
NA
NA
NA
NA
NA
NA
2 X 4 X 0.050 X 0.050 Hollow
4'-6"
3'-l0"
3'-2"
2'-4"
1'-0"
NA
NA
2 X 3 X 0.072 X 0.072 Follow
5'-5"
4'-10"
4'-3"
T-7"
2'-9"
1'-9"
NA
2 X 5 X 0.050 X 0.116 SMB
6'-10"
64'
5'-11"
5'-5"
4'-11"
4'-6"
NA
2 X 5 X 0.050 X 0.050 Hollow
6-2"
5'-8"
NA
NA
NA
NA
NA
2 X 6 X 0.050 X 0.120 SMB
6' 0"
8' V.
7' 0"
6' 6"
6' 0"
S' 6"
5' D"
2 X.7 X 0.055 X 0.120 SMB
8'-0"
8'-0"
8'-0"
8'-0"
7'-2"
6'-8"
6'-2"
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.1 1 Page D - 36 J
ALLOWABLE SPANS for Purim
Chapter 1- Screen Enclosures
FIAT(HORII(NTAL) PMLE S
FOR ALL W= ZONES I FLAT (horizontao PlRLDS
Spans Limited by 300# Live Load for:
2X2 X .046" Hollow: Maximum Span = 3' 8"
2X3 X .050" Hallow: Maximum Span = 6' 3"
2X4 X .046" X 0.10" SMB: MaArnum Span = G 7"
Odwwise, extrusions listed below, maximum span equal to or
greater than 8' 0" for spacings from 5' 0" to 8' V1
2 X 4 X 0.050 X 0.050 Hollow
2 X 3 X 0.072 X 0.072 Hollow
2 X 5 X 0.050 X 0.116 SMB
2 X 6 X 0.050 X 0.120 SMB
2 X 7 X 0.055 X 0.120 SMB
3 X 3 X 0.072 X 0.072 Hollow
ALLOWARM BEAM SPANS (FT) FOR REWN FUOR7" TABLE 111
FYPngl PF R Ff]n]TTw., Si7FS ann rRncc-crrTTnn)ai nocne
WIND
ZONES .
81
9"X9"
108
9" X 12"
144
12" X 12"
192
16" X 12"
256
16" X 16"
24.3
32.3
43.1
57.5
76.6
130
19.4
2-5.9
34.5
46.0
61.3
140
16.2
21.6
28.7
38.3 _
51.1
TABLE NOTES:,
1) MAXIMUM SPAN 40 FT, WHERE TABULAR VALUES EXCEEDS 40 FT
USE 40 FT
2) HEIGHT, AND WIDTH DIMENSIONS MAY BE REVERSED
3) TABLE MAY BE INTERPOLATED BY CROSS -SECTIONAL AREA
Table 103
FASTENER SPEGIFlCAMM FOR ENDS OF ROOF SUPPORT BEAMS IN SCREEN ENO-OSURES
CONrECTJON BFAM TO BEAM OR TO HOSTSIBUCRRE Terms isa
BY BEAM AND FASTENER
Beam
Fasteners into Beam
to Host Structure
#12 SMS
# Each
per Side
#14 SMS
# Each
per Side
3/8"
Thru
Bolts
1/4" Dia
Lag Screw
(per side)
3/8" Fla
Masonry
(per side)
2 X 4 X 0.045 X 0. 100 SMB
3
3
2
2
2
2 X 5 X 0.050 X 0. 100 SMB
4
3
2
3
2
2X6X0.050X0.120SMB
4
3
2
3
2
2 X 7 X 0.055 X 0. 120 SMB
4
3
2
3
2
2 X 8 X 0.072 X 0.224 SMB
_ 4 _
3
2
4
_ _ 3 _
2 X 9 X 0.082 X 0.306 SMB
4
4
3
5 1
3
2 X 10 X 0.092 X 0.374 SMB
5
4
3
S 1
4
Page 1- 87 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
LEA
A t = DELTA ANGLE
L = ARC LENGTH
CATV = CABLE TV
C.B. = CATCH BASIN
C.B.S. = CONCRETE BLOCK & STUCCO
(L = CENTERLINE
CONC. = CONCRETE
COV. = COVERED
D.E. = DRAINAGE EASEMENT
ELEV. = ELEVATION
E.O.P. = EDGE OF PAVEMENT
E.O.W. = EDGE OF WATER
F.F. = FINISHED FLOOR
FND. = FOUND
F.P.E. = FLOOD PLAIN EASEMENT
F.P.L. = FLORIDA POWER & LIGHT
L.M.E. = LAKE MAINTENANCE EASEMENT
L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT
M.H. MANHOLE
MON. = MONUMENT
N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM
N.R. = NOT RADIAL
O.E. = OVERHANG EASEMENT
O.M.E. = OVERHANG MAINTENANCE EASEMENT
O.R.B. = OFFICIAL RECORD BOOK
O/S = OFFSET
O.S. = OPEN SPACE TRACT
P.B. = PLAT BOOK
P.C. = POINT OF CURVATURE
P.C.P. = PERMANENT CONTROL POINT
P.D.E. = PRIVATE DRAINAGE EASEMENT
P.G.E. = PRIVATE GAS EASEMENT
P.K. = PARKER KALON NAIL
P.O.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
P.P. = POWER POLE
P.R.M. = PERMANENT REFERENCE MONUMENT
PROP. = PROPOSED
P.T. = POINT OF TANGENCY
P.U.E. - PRIVATE UTILITY EASEMENT
R = RADIUS
RAD. = RADIAL
• = MEASURED TO END OF BOARD
LOT 63
41
�PG�ti its.
0
'LD 4) Jtv'
LOT 64
S.B.T.
z5g1 d`9o04
\ 2556 2 j•,
T.O.B.
R/W
= RIGHT-OF-WAY
SAN.
= SANITARY
S.B.T.
= SOUTHERN BELL TELEPHONE
S.F.
= SQUARE FEET
T.O.B.
= TOP OF BANK
TYP.
= TYPICAL
U.E.
= UTILITY EASEMENT
U.L.P.
= UPLAND .PRESERVATION
0
= SET 5/8" IRON ROD WITH CAP NO.'LB 6674
0
= FOUND 5/8" IRON ROD WITH CAP No. LB 6674
= FOUND PERMANENT CONTROL POINT
p
= SET P-K NAIL WITH DISK NO. LB 6674
A
= FOUND P=K NAIL No. LB 6674
0
= WATER SERVICES
D4
= WATER VALVE
= SANITARY SERVICE
❑
= FOUND PERMANENT REFERENCE MONUMENT 6674
000
= EXISTING ELEVATION IN FEET
0.00 >
= PROPOSED ELEVATIONS IN FEET
—,N
= DRAINAGE FLOW INDICATOR
� M��gGFM
E.O.W. \ FNT
\qkF TRq
C
4�9a \ rN0
\ 4
Og2�•546,3.
R,
00,
0 = SET 5/8" IRON ROD
WITH CAP WITNESS
CORNER LB #6674
o 1.0' OFFSET
0 = ELECTRIC SERVICE
= CATV
= LIGHT POST
Mom,
�4
4' a
56 a a�o4
'S3
iq, MIN,
I1 SET'!EC
FRONT- 0
a C9 w
a' N
ln'
M SIDES
CNR SIDES
HEAR� .
h
a�
C CIO?
ZN
1
LOT 65 TECH - <
o
ry'
ti
a moo•
c
SAN. FjRST , �80 00,
M.H. 40, Rq��ERO
T R, q0
DESCRIPTION:'
BEING ALL OF LOT 64, ACCORDING TO THE PLAT OF
POD 33 AT THE RESERVE, PHASE.I - KINGSMILL, AS
RECORDED IN PLAT BOOK 38, PAGES 13, 13A THROUGH
13C, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
T. ON oNCOPAvr & VACVe
F
� T RgNSF RMER o 4i
.T.
R=500.00'
p=0°37'46"
L=5.49' \
mom
SURVEYOR'S REPORT:
I, THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. L
AND IS NOT ASSIGNABLE.
2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR
RIGHTS -OF -WAY OF RECORD BY THIS OFFICE.
3, VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION FURNISHED BY CLIENT.
5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE &
WEBB, INC. IN WRITING.
7. BEARINGS SHOWN HEREON ARE BASED ON THE W'LY LINE OF LOT 64
WHICH BEARS N 29'22'11" E AND ALL BEARINGS ARE RELATIVE TO PLAT.
8. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS
OTHERWISE NOTED.
9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT -OF 1929.
10. LANDS SHOWN HEREON .LIE. WI'i HIN ZONE X ACCORDING TO THE FLOOD INSURANCE
RATE MAP PANEL, NO. 120285-'0275F- DATED AUGUST 19, 1991
11. IMPROVEMENTS IF ANY ARE AS SHOWN.
12 DATE OF FIELD SURVEY: JANUARY 3.1, 2001
CERTIFICATION:
IMPROVEMENTS; IF ANY, ARE AS•LOCATED.
NOT VALID WITHOUT THE SIGNATURE ,AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
JULIAN D. MORRIS , PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 4731
i
B319LS64,dwg 6-4-01 10159104 are EST
.MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB ;# 6674 LNW
• • • • • ® • • • • • 000•
Lawson, Noble & Webb, Inc.
E N 0 1 N E E R 8 PLANNERS SURVEYORS
590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986
(561) 878-1700 • fox: (561) 878-1802 • email: Inw-pslalnw-inc.com
West Palm Beach • Port St. Lucie Plantation
REVISION FB/PG DATE BY CK'D DATE: 1-31-01
IOARD TIE IN POD 59 6-1-01 MJM JDM BY: JDM
CK'D: GRB
F.B.:POD 33-3PG:4
JOB NO.: B319