HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE NLl':
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PLANNING & DEVELOPMENT SERVICES
C BUILDING & CODE REGULATION DIVISION l
2300 Virginia Avenue BY IJv
Ft. Pierce, FL34982-5652 St. Lucie COunty
772-462-1553
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
LOCATION/SITE ADDRESS: 10108 CROSBY PL, PSL FL
PROJECT NAME- GAMPANE L ^ SITE PLAN NAME:
PROPERTY TAX ID #: 3327.709.0019.000.5
LEGAL DESCRIPTION (attach extra sheets if necessary):
POD 26 AT THE RESERVE PHASE II CYPRESS POINT LOT 64 (OR 3276-1709)
5. PLAT BK PAGE BLOCK LOT 64
6. PARCELSIZE: ACRES/SQ FT. 22 LOT DIMENSIONS 0?. -t &
tr
7. SETBAC.KS (ACTUAL) FRA� 2 BACK: �'ZZ RIGHT SIDE:'?-�� LEFT SIDE:
S. 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
❑ CAT 1. 2 OR 3 SUNROOM
❑ NEW ❑ EXISTING
X
❑ ALUMINUM COMP. SHED
❑ NEW ❑ EXISTING
X
® POOL ENCLOSURE
N
❑ NEW EXISTING
7 /' /&X
p /-�
3 ` ?V
❑ . M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM
, OVER
EXISTING ACCESSORY STRUCTURE
❑ NEW ❑ EXISTING
X
❑ OTHER:
❑ NEW ❑ EXISTING
X
❑ ALUM POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
7 V
9. VALUE OF CONSTRUCTION: $ f
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 typi:s of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
Si,CCDV Form No.: 001-0,2 Rev.0412612010
OWNER INFORMATION
NAME: DOMENIC CAMPANELLA
ADDRESS: 13 EMMONS DR
CITY: CLIFTON PARK STATE: NY ZIP 12065.1681
PHONE (DAYTIME): (- 518.368.9971 EMAIL:
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME):
OONTRACTOR INFORMATION
S''ATE OF.FLO'RIDA REG./CERT #: . ; CBC1254009 ST. LUC1E'COUNTY CERT #: 25678
BUSINESS NAME: FLORIDA SCREEN BUILDERS, INC
QUALIFIER'S NAME: RENE M CANTIN
ADDRESS: 3269 SW 42ND AVENUE
C)TY: PALM CITY STATE: FL ZIP 34990
PHONE (DAYTIME): { 561) 753-7734 FAX NO. (561) 753-7634 email: floridascreenbuilders@comcast.net
ARCHITECT/ENGINEER: 2010 AAF GUIDE
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME):
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC
LONING REQUIREMENTS
All such 'ctures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
Ly" 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 stone damaged areas to be reconstructed. One picture must include house address number for
inspection Verification. ( not required for construction unrelated to storms)
OFFICE LJSE ONLY
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Pen -nits
Required
REPORT
BIMS FEE
MISC FEES
$
TOTAL FEES
CODE-
'SUILDING & ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICGTABLE
DATE
COMPLETE
7� ®�
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.
I ,the Contractor !Owner ilder, have verified that the existing foundation eets the requirements of the Engineer of
Record and is in adequate dition to withstand the uplift and weight of the inum structure and said structure will not
exceed the footprint of t e ructure that was in existence prior to removal storms.
OWNER OR CON TOR SIGNATURE
STATE OF FLORIDA
COUNTY OF PALM BEACH
the foreegg�oing instrument was acknowledged before me
me this- (ic) day of y 20 ,
by RENE M. CANTIN
who is personally known X tome, or who has
produced
as identification.
C
Signature o _
IMPORTANT NOTICES:
SIGNATURE
STATE OF FLORIDA
COUNTY OF PALM BEACH
The foregoing instrument was acknowledged before me
me this a—,) day of /—[/4 y .20 /-.?' .
by _RENE M. CANTIN ,
who is personally known X to me, or who has
SHE law -
my COMMISS, p # n
EXPIRES May 15, ZZ^IIII„
Signature of Notary
(Seal)
• 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 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.
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.
(1) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SE -[ALL 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 l 1" 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.
(11) 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, 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.
(111) HABITABLE ROOMS/ADD1TlONS 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 1N 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 NEVI-' ROOF SYSTEMS
(Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 0' 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 frill responsibility for both structures' integrity by site specific documentation.
JOSEPH E. SMITH, F THE CIRCUIT COURT - SAINT LUCIE TY
OFILE # 3838423 OR 3522 PAGE 164, Recorded 05/28/201 11:04 AM
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STATE Of FtOflISA'
ST. LUCIE COUNTY
THIS IS Tn r.I:nTlCV TUATTLrra Ir. .
Tf
OI
By
DIt
DEVELOPMENT SErfl°ICES DEPARTMENT
® Resldeiana1 / Comme vial Building ' Perffiit Checklist
.s1T.E °-��
1?��iM1T �NUeNI��I�
TECHwgAN:- .. 6-wSba. rra
General:,
Yes ❑ No ❑ N/A
Application completely filled out with Notarized Signatures ........................ ,�,/
Sub Summary list with contractors, names & county & state certification numbers.. ❑ Yes El NO LJ N/A
Sub Agreements with Original Signatures ...... ......................................Yes ❑ No [ErN/A
Owner / Builder Affidavit.................................................................... ❑ Yes ❑ No -[:I'N/A
Owner /Builder Electric Affidavit........................................................ ❑ Yes No [Z N/A
Filled Land Affidavit ................................................ ...... . ... ❑ -Yes. ❑ t o [ 1�/A
❑_No ErN1A
�GEO or Recorded Warranty Deed ..........................................................
.. ... ..................................: ❑ Y�§ "
Recorded Notice of Commencement...................................................... ❑ Yes -❑ No �N/A
Utility Agreement or Payment Receipt .. • . • • • . • .......... • • • • • • • • • . • • • • • . • • • • ❑ Yes ❑ No ® N/A
Vegetation Removal Permit ....................................................... ....... ❑ Yes ❑ No N/A
Non Conforming Lot of Record........................................................... ❑ Yes ❑ No [l N/A
Plans talcullations &z Attachments (3 copies commercial 2 copies residential)
p
Complete set of plans with Engineer / Architect Raised Seal ....... I ............. ' X Yes ❑ No ❑ N/A
p ,
Truss Plans Reviewed and Approved by Engineer / Architect ...................... ❑ Yes ❑ No ®-N/A
Landscaping and Parking Plans ................................................
N
o
E3-N/A
Three (3) copies of Approved Site Plans .......................................... .. o [TN/A
Two (2) Sealed Surveys or Plot Plans with Dimensions, Finished Flo L:o ❑ N/A
Elevation and Setbacks............................................................... m [�"1�/A
Health Department Approval Stamped on Survey and Floor Plan ................ ❑ Yes ❑ No 0-N/A
Health Department Food Establishment Permit Stamp on Floor Plan ............ ❑ Yes ❑ No Ef /A
Manual "J" or' Manual "N" Calculations ................................................ ❑Yes ❑ No ❑ N/A
Signed Energy Calculations................................................................. ❑ Yes ❑ No 0�/A
Sealed Wind Load Compliance Certification ........................................... ❑ Yes No EN/A
Product Review Affidavit................................................................... ❑ Yes ❑ No ❑`9/A
Page l of 2
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GENERAL REQUIREMENTS
COPE: The prescriptive methods presented in this construction guide provide wind resistant de-
ns and construction details for various types of aluminum framed patio and accessory struc-
tures, lumber framed utility sheds, secondary covers for, mobile home roofs, glass enclosures
(which may also be known as "sunrooms'7 and handrails and guards.
LIMITATIONS:
a. Provisions of this construction guide are intended to insure structural integrity for resisting
wind loads. Notes are provided at the beginning of each chapter specifying general param-
eters for each structure type. Where specific construction requirements are not given, ap-
propriate requirements of the Florida Building,Code shall prevail.
b.. When an individual project design fall outside of the range of parameters listed in this
guide, the design shall be reviewed for wind resistance by a design professional when re-
quired by the building official.
Individual elements of a structure not in. strict compliance with or addressed by this construction
guide may be engineered without requiring engineering for the entire structure, according to the
requirements of the Florida Building Code.
It is recognized that many alternatives are available to the designer for providing wind resistance.
This guide does not intend to prevent the use of such structurally equivalent alternative methods
(FBC 104.1.1).
.MATERIAL SPECIFICATIONS:
a. Screen shall have a maximum density of 20X20 mesh with a maximum thread diameter of
.013".
b. Aluminum extrusions shall comply with ASTM B 221 and have a minimum wall thickness of
.040" (actual dimension without tolerance).
c. Aluminum sheet and plate shall comply with ASTM B 209.
d. Steel fasteners shall have a minimum ultimate tensile strength of 60 ksi and a maximum
ultimate tensile strength of 120 ksi and shall be coated for corrosion resistance.
e. For foundations, #5 bars shall be used and minimum concrete cover over reinforcing bars
shall be 3" where the concrete is cast against and permanently in contact with the earth;
or, 11/2" Otherwise.
FABRICATION REQUIREMENTS:
a) Re-entrant cornets shall be filleted to a radi s of at least W.
b) Bolt hole diameters shalleed the bolt 1 1 "..
INSTALLATION REQUIREMENTS:
a. Plumb and Level Tolerance: Members shall not deviate from level or plumb by more.than
one half inch (1/2 1 in 10 feet.
b. Straightness Tolerance: Members shall not deviate from straight by more than one quarter
inch (1/4'0 in 10 feet.
GENERAL USER NOTES
1) Extrusions assumed to be alloy 6005T5 and/or 6061T6 unless noted otherwise.
2) Tables which have numeric entries versus scalar variables (e.g. spans vs. load widths, or spans vs. wall
heights) may be interpolated.
CONUACED FASTENERS OR AiTACHMpM
ARE THE RESPONSIBILITY OF THE.
COWNTOR OF RECORD,
-- .. /3os - 6,?o�r
ST.'LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP f�ACE
REVIEWED BY
DATE _
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 — Page i
r
Chapter 1 - Screen Enclosures
GENERAL NQTES FOR CHAPTER 1 N SCREEN ENCLOSURES
1) Design pressures taken from Table 2002.4, Florida Building Code 2010 (mean
roof height up to 30ft)
2) Extrusions assumed to be alloy 6005T5 or 6061T6 unless noted otherwise.
3) Drawings and Details are typically schematic and should not be scaled.
4) For "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 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 #
6) For mansard beams, connection at host end of beams (i.e. fascia/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. wall heights) may be interpolated.
CARRIER BEAMS IN SCREEN ENCL95URE�
1) Carrier Beams (Refer to schematic diagrams for limitations) must be horizontal
and may not exceed a single span of 16 ft.
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.
o
Note: Table. pressures apply to 20x20x0.013" mesh screen. For 18 x 14 x 0.013" mesh screen, pressures
on screen surfaces rroy, be multiplied by 0.88
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 1 - a
Chapter 1 - Screen Enclosures
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tr 1 t- z° a
Rectangle 1 & Enclosure Length Overall
[Overall length of the enclosure shall not be less than the projection]
Typical Screen Enclosure Footprint (Size/Shage) Limitations (Schematic 11
General Limitations on Size and Shape Footarint):
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 f 100 (800 to 1000); 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 connect to any Super Gutter corner, but must be
connected aligned with the host support wall.
Page 1 - 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
Maximum of 2 Bays (one beam only) or 16 ft
beyond host structure, whichever is less.
Rectangle 2 HOST STRUCTURE (S.F.D.)
s mud be platQd outside\ \
- i ner of h ve, mu 4�n with \ \
host\str re wall
Cq k
G]
\ \.\ \\ `•\ \•\ \\\ plain ro suppprt b s rust be pported
di r y host ents or ,r, er beam`
Host Eave & Fascia
/• / O "/ [Optionb"y"Carries BeaFh
I/E
.I
/
LEIV—
Pur ibis o'
w 12 / /'/ 0 ; ' / /' /' [SCREENf-NCLnr SURE]'
I
TyPiCal. ;corners "( / /" /" / ( 9�
TYPOI
Rectangle 1 & Enclosure Length Overall
[Overall length of the enclosure shall not be less than the projection]
Typical Screen Enclosure Footprint (Size/Shape) Limitations [Schematic 21
Maximum of 2 Bays (one beam
only) or 16 ft, whichever is less.
Rectangle 2 \ \\ \ \\ \\
}4---- HOST RUCTURE F.D.)
ain roof \ rt bea \ ust be su orted
Cft\ \ , \ directly hos�ele rcarrie beam.\
f \ a Host Eave & Fascia
,�j,-r�-� ram•
—,w pA
t on Ca
[0rrier Beaori
cu
01
/[SCREEN ENCLOSURE] . r ' cf'/
/ / /' J" / / / / is
w 12
G
1 #�10°) 900 �fYP 1rY/,/
+✓emu_° / / / o
{ -typical"a ;corners ;/' / I / / rT i / n / /" / a
I Rectangle 1 & Enclosure Length Overall
[Overall length of the enclosure shall not be less than the projection]
Typical Screen Enclosure Footprint (Size/Shape) Limitations [Schematic 31
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
G
Chapter 1 - Screen Enclosures
U 1 LL 1 1 AB \�
K-BRACING OR CABLES
FOR ALLOWABLE SPANS, REFER TO:
TABLE 101 FOR BEAM SPANS
TABLE 102 FOR PURLIN SPANS
TABLE 103 FOR POST SPANS
TABLE 104 FOR GIRT SPANS
TABLE 109 FOR MANSARD SPLICE SPECIFICAT
K-BRACING
TYPICAL MANSARD ROOF ISOMETRIC
INUM COLUMNS
MANSARD ROOF SIDE ELEVATION
MANSARD ROOF FRONT ELEVATION
AIL
BRACING
RAIL
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
MOPYRIGH'T 2010 NOT TO BE -REPRODUCED IN WHOLEOIt3ISEPARTW1THOU.T-THEWRFTTEN-PAPFLORIDA
REFER TO TABLE 109 AND
MANSARD BEAM SPLICE
SPECIFICATIONS
SCREEN EAVE
3;
uj
w
x
J
Lu
w
0
i_
z
a
U0
CL
l7
w
Lu
R
BEAM TO GUTTER & GUTTER
TO HOST DETAILS)
— — — — — — — — — — — — —
EAVE RAIL
SPAN OF SCREEN BEAM
INTERMEDIATE GIRT
FOR ALLOWABLE SPANS, REFER TO:
H_ ,'
I GIRT (CHAIR RAIL) TABLE 101 FOR BEAM SPANS
TABLE 102 FOR PURLIN SPANS
.' ,'0/'
TABLE 103 FOR POST SPANS
TABLE 104 FOR GIRT SPANS
TABLE 109 FOR MANSARD SPLICE SPECIFICATIONS
REFER TO SOLE
CONNECTION DETAIL
TYPICAL SECTION / MANSARD
v
rn
r
Ln
n
CD
m
n
o,
c
c
Chapter 1 - Screen Enclosures
LAP BEAM (A.K.A. SMB [SELF -MATING BEAM
REFER TO EAVE DETAILS--., ,f
Page 1 - 13
EAVE
OPEN
r
R`
BEAM FLANGE STITCH SCREWS AT 24"
.._......... O.C. TOP AND BOTTOM#12 SMS FOR
2X9 AND 2X10, ALL OTHERS #10 SMS
SCREEN ROOF BEAMS
_�._._...w (SCREEN ROOF SHAPE AND
BEAM SLOPES VARY),
SELECT PER TABLE 101
BEAM FLANGE TRIMMED TO
- - ACCOMMODATE INSERTION OF
POST,LAP BEAM WEBS OVER POST
AND FASTEN W/ 4 EACH #12
SMS OR #14 SMS PER SIDE OF —"
POST/BEAM /
! `y
i
CHAIR RAIL (GIRT) i
[2X3 HOLLOW SHOWN] '
USE TABLE 104 TO SELECT f
EXPLODED SECTION / LAP BEAM
(A.K.A. SMB [SELF -MATING BEAM ])
SELECT POST PER TABLE 103
CHAIR RAIL (GIRT)
[2X3 HOLLOW SHOWN]
USE TABLE 104 TO SELECT
,,,,,",£''C ,,.... SOLE PLATE (1X2 OB OR 1X3 OB)
V FASTENS TO FOUNDATION WITH 1/4"0
v CONCRETE ANCHORS AT 24" O.C.
(PROVIDE 1'/4"MINIMUM EMBEDMENT)
N
M'
SOLE PLATE WANGLE AND
CONCRETE EXPANSION ANCHOR
SUPPLEMENTAL ANGLES & CONCRETE FASTENERS
[REFER TO FOUNDATION CONNECTION
DETAILS Cl(a), CI or C2]
` 8t0
C
CONCkETE;FOCJNDATiON..(NOMINAL.4"$LA®�
UNLUS"OZRWIED,OTHESE' [DETAIL Fl].
TYPICAL [BEAM. BEARING] WALL SECTION
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
Minimum 5 ft Maximum 8ft
Minimum 5 ft Maximum 8 ft
_
j{Minimum 5 ft Maximum 8 ftop
�£
¢
"
Screen Roof
"
o
Eave Rail (a.k.a. Shoulder)/ Top of Wall
o
0
E
7
Q'
U
E
X Z
hd
Z
O
V)
0
8
Girt j chair Rail (Secondary Wall Member)
Q
y .
= I
.,
�
a
"`
Gel
i
=
pia o�a���g
G
o
Sole Plate
N
5chPmatiC
Elevations for Screen
Enclosures with
no Intermediate
Girt
z
W
W
Screen Roof
'
o
_
it
a
ac
O
L,
x
z
0
LU
U
z
a
w
O
0
z
0
0
N
_
a
Schematic Elevations for Screen Enclosures with Intermediate Girt
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
(2010 Edition) 2.0
Pagel
- 14
Eave Rail (a.k.a. Sh
Ider)/ Top of Wall
_
E
D�
a
9pna/�kg�ce
�
�
N
Intermediate Girt
�
�
(Secondary Wall Member)
!
Minimum 5ft Maximum 8ft
Chapter 1- Screen Enclosures
2"
FOR MAXIMUM ALLOWABLE BEAM
SPANS REFER TO TABLE 112 £ g o
m
REFER TO TABLE 103
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 TO BE 2,500 P.S.I. MINIMUM)
°+ t A,.°
GRADE ,tea:
�� - c �..,.m..... d .. i. '• . „ � . �. '_'x" : max-. -.. A
..l
TYPICAL MONOLITHIC FOOTING DETAIL F1
(SCREEN WALL ON 31h" MONOLITHIC PATIO SLAB (ONLY) 1
[DETAIL F1 TYPICAL FOR SCREEN ENCLOSURES UNLESS ADDRESSING ANGLE OF REPOSE (EROSION)]
REFER TO TABLE 103
FOR ALLOWABLE SPANS
CONCRETE FASTENING PER
CONNECTION
DETAILS Cl(a), C1 OR C2
2"
4" NOMINAL PATIO SLAB W/ 6 X 6 X 10/10 W.W.M.
REFER TO TABLE 112 w —OR SYNTHETIC FIBERS ON WELL COMPACTED SOIL.
FOR DEPTH AND WIDTH _ (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S I.)
OF THICKENED EDGE FOOTINGS
BY ENCLOSURE BEAM SPANS ji ft
GRADE . � ° -•
n \/�\\/�\\/� BAR FOR CONTINUOUS
REINFORCING
EACH #5 FOR 5
d / / ..
° •• °� ' �• ��%� �\ FOOTINGS WIDER THAN 8"
Width per Table 112
FOOTING DETAIL F2
(PATIO SLAB W/ MONOLITHIC EDGE FOOTING) 1
Page 1 - 15 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
% Chapter 1 - Screen Enclosures
Detail Cl utilized for foundation connections where the post height does not exceed values in
Table 105. Cl(a) is a special case where screen wall is fastened to the top of a masonry wall (refer
to Cl(a) notes below), Columns (posts/uprights) must not exceed allowable spans in Table 102.
APPROVED
_ MASONRY ANCHORS
BY 21h° EMBEDMENT
i� 2"XX%/8"
... . POST / COLUMN ANGLE 2" LONG
w ..,_- - 1X2 OB SOLE PLATE
2"XY'X1/8" ANGLE
FACE OF SCREEN WALL
4 EACH #14 SMS ! EDGE OF UNDATION
INTO POST WEB
Typical Cl Post/Column at Foundation 1\ 1
................... C1
TYPICAL Cl POST/COLUMN AT FOUNDATION \ '
FOR NOMINAL 4" PATIO SLAB, DO NOT EXCEED 23/4" DEPTH
FOR CONCRETE ANCHORS, WHERE CONCRETE DEPTH EXCEEDS
31/2" DEPTH, ANCHOR MAY BE EMBEDDED UP TO CONCRETE
DEPTH DIVIDED BY 1.25
2"
NOTES FOR CONNECTION Cl(a):
1) Cl(a) IS A C1 CONNECTION WITH ONLY 2 EACH 3/8" 0 APPROVED
-MASONRYANCHORS
2) COLUMNS MUST SATISFY BOTH COLUMN SPAN TABLE 102
AND 105 (THE LESSER OF THE TWO);.
3) A 1X3 OB MAY BE SUBSTITUTED FOR THE IX2 SOLE PLATE SHOWN
POST/COLUMN ; POST/COLUMN
CENTER FASTENERS ON 4. i. _ 2"X2"X1/8" ANGLE 2" LONG
2"X2"Xl/8" ANGLE 2" LONG FILLED TOP COURSE
2 EACH #14 SMS INTO POST
0 0 ' WEB EACH SIDE OF POST
1X2 OB SOLE PLATE
N
2 EACH APPROVED MASONRY ANCHORS
3/8" 0 X 21h" EMBEDMENT (1/4" 0 MAY NOT BE USED)
SECTION / SIDE ELEVATION / Cl(a)
_.._......_.. ...............-.............. ._......... .........._..... .... ...... ............._._.................. }... _..............._.
(FOUNDATION CONNECTION FOR COLUMNS \
J
NOT SUPPORTING K-BRACING)
2 EACH #14 SMS INTO POST
WEB EACH SIDE OF POST
JLE PLATE
G
TYPICAL Ci a POST COLUMN
CONNECTION DETAIL FOR 8" CMU WALL%, 1
Allowable Post Heights
(Spans [ft]) for 2 Each 3/8" 0 Concrete Fasteners
Table 105
Post Spacing in feet (Load
Width)
zone
`psf
5.0
5.5
6.0
6.5
7.0
7.5
8.0
110
"1i3
18.5
16.8
15.4
14.2
13.2
12.3
11.5
120
15
16.0
14.5
13.3
12.3
11.4
10.7
10.0
130
18•
13.3
12.1
11.1
10.3
9.5
8.9
8.3
140
21
11.4
10.4
9.5
8.8
8.2
7.6
7.1
Chapter 1 - Screen Enclosures
Detail C1 Elevations show the foundation
connections for various depth columns
(posts/uprights). Columns (posts/uprights)
must not exceed allowable spans in Table 102,
IX3 SOLE PLATE MAY NOT
2" ; 4" BE USED WITH 2X4 POSTS
--• - - 2X4 POST / COLUMN
3"
2" �
-- - 2"X2"X1/8" ANGLE 2" LONG
v � i
4 EACH #14 SMS INTO POST WEB
o,o _/_ 2"X2"X1/8" ANGLE 2" LONG
• a
4 EACH APPROVED MASONRY ANCHORS
1/a" 0 X 21/2" EMBEDMENT (3/8" 0 ANCHORS
MAY BE SUBSTITUTED) -
SECTION SIDE ELEVATION 2X4 POST
(FOUNDATION CONNECTION FOR COLUMNS._
NOT SUPPORTING K-BRACING) .1
COLUMN SELECTED
FROM TABLE 103
-T-
o '
z `v
On ... , .. ......... ....�
N
a
APPROVED MASONRY
-- ANCHORS BY
21/2" EMBEDMENT
2" X 2" X 1/B"
DO OB SOLE PLATE
PLAN VIEW SECTION {W/ 1X3 SOLE PLATE) —
TYPICAL C1 POST/COLUMN AT FOUNDATION l ;
COLUMN SELECTED APPROVED MASONRY
FROM TABLE 103
ANCHORS BY
z 21h, " EMBEDMENT
2" X 2" X 1/9"
E r A ANGLES
f m w- DO OB SOLE PLATE
FACE OF SCREEN WALL
I..... ..'zt WHEN 1X3 OB SOLE PLATE IS SUBSTITUTED: '
USE 3" LONG ANGLE ON SOLD PLATE AND • EDGE OF FOUNDATION
2" i S" 2" LONG ANGLE ON FOUNDATION PLAN VIEW SECTION (W/ 1X2 SOLE PLATE)
try Cl
3.zxs SMB POST/ TYPICAL C1 POST/COLUMN AT FOUNDATION
-2"X2"X1/8" ANGLE 2" LONG
f. -4 EACH # 14 SMS INTO POST WEB
0 o d-2"X2"X1/8" ANGLE 3" LONG / 2X7 SMB POST /COLUMN
iX2 OB SOLE PLATE 4 EACH #14 SMS INTO
7. 2" 7" POST WEB (EACH SIDE)
r "• A. '•" , t a'-". "'"""�.""'"_'" _ (WHEN 1X3 SOLE PLATE IS
3" a 3-3/4" , /' UTILIZED, ADJUST ANGLE
• " ^ "" LENGTHS ACCORDINGLY)
4 EACH APPROVED MASONRY ANCHORS g p
1/4" 0 X 21/2" EMBEDMENT (3/8" 0 ANCHORS J ! 2"X2"X1/B" ANGLE 2" LONG
MAY BE SUBSTITUTED) - ? p?p 2"X2"X1/8" ANGLE 4" LONG
SECTION /SIDE ELEVATION / 2. ............ x.......... ..................... :
1X2 OB SOLE PLATE
(FOUNDATION CONNECTION FOR COLUMNS
NOT SUPPORTING K BRACING)
r•. 4 EACH APPROVED MASONRY ANCHORS
- 1/4" 0 X 21k" EMBEDMENT (3/8" 0 ANCHORS
2X6 SMB Post / Column MAY SUBSTITUTED) r
4 EACH #14 SMS INTO POST WEB SECTION / SIDE ELEVATION / 2X7 POST f Ol
«, 3 3l4" (EACH SIDE) (WHEN 1X3 SOLE.......w........_........,.......... ..........__......_.w...........�..._.... v....._._ ._ _._.
/ PLATE IS UTILIZED, ADJUST (FOUNDATION CONNECTION FOR COLUMNS
2" 4" ' ANGLE LENGTHS ACCORDINGLY) NOT SUPPORTING K BRACING)
f'-•-2"X2"X1/8" Angle 2" Long 2X7 SMB CONNECTION DETAIL C1 ALSO APPLIES TO
LARGER COLUMNS (MAINTAIN REQUIRED COMPONENT
2"X2"Xl/8" Angle 4" tong SIZES AND FASTENER SPACINGS)
� a5 •
4 EACH APPROVED MASONRY ANCHORS
1/a" 0 X 21/i' EMBEDMENT (3/8" 0 ANCHORS
MAY BE SUBSTITUTED)
SECT PIN / SIDE ELEVATION /. 2X6 POST /C _
(FOUNDATION CONNECTION FOR COLUMNS
NOT SUPPORTING K-BRACING)
1) MAXIMUM POST HEIGHT (SPAN)18' 0"
2) FOR DETAIL Cl AND C2, POST HEIGHT OR SPAN
NOT LIMITED BY TABLE 105
FOR NOMINAL 4" PATIO SLAB, DO NOT EXCEED 23/a" DEPTH
FOR CONCRETE ANCHORS, WHERE CONCRETE DEPTH
EXCEEDS Th" DEPTH, ANCHOR MAY BE EMBEDDED UP TO
CONCRETE DEPTH DIVIDED BY 1.25
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
8 EACH #14 SMS
INTO POST WEB POST / COLUMN
EACH SIDE
do 3" 3"X3"X:1/8'ANGLE
3" LONG
9 . .... .... 3/8" 0 APPROVED
LLI ----MASONRY ANCHORS
0 BY 21/z" EMBEDMENT
L&
0
r- IX2.7OR
, JXf SOLE PLATE
En
WALL FACE PARTIAL ELEVATION C2
TYPICAL C2 POST/COLUMN at FOUNDATION _A,"_"jj:
M MINIMUM COLUMN SIZE FOR DETAIL C2
(SUPPORT OF K-BRACING) 2X6 SMB
COLUMN SELECTED
FROM TABLE 103 3 3/8" 0 APPROVED
.........................
MASONRY ANCHORS
BY 21/2" EMBEDMENT
..... ...... . .. . ....
3"Y373/16" ANGLE
3" LONG
IX2 OB SOLE PLATE
FACE
OF SCREEN WALL
PLAN VIEW SECTION (wl IX2 SOLE PLATE) ," C2
POST/COLUMN C2 POST/COMN - AT FOUNDATION
\ i
MINIMUM COLUMN SIZE FOR DETAIL C2
(SUPPORT OF K-BRACING) 2X6 SMB
2' 6"
r
i 8
. . ........ .. . . . 1. ...... . ............
.................
2X8 SMB POST/ COLUMN
3. 1,
2"
3-112"
2X6 SMB POST/ COLUMN
3"X3")C1j8" ANGLE 3" LONG
--3"X3'%1/8" ANGLE 3" LONG
i
8 EACH #14 SMS INTO POST WEB
8 EACH #14 SMS INTO POST WEB
-3"X3"X1/8" ANGLE 3" LONG
0 0
-3"X3"X1/8" ANGLE 3" LONG
0 0
(MINIMUM)
10 0
1X3 OB SOLE PLATE
4 APPROVED MASONRY ANCHORS 3/6'0 X 2112" EMBEDMENT
4 APPROVED MASONRY ANCHORS 3/8" 0 X21/YEMBEDMENT
.
__
C
SECTION / SIDE ELEVATION / 2X6 SMB POST C2
2X8,_SMB. POST,,,
SECTION / �IDE ELEVATION � ............ .............. I . .... . .... . ........ ..........
(LOCATIONS SUPPORTING K-BRACING) 1(LOCATIONS
SUPPORTING K-BRACING)
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"
(1)(2 OB SOLE PLATE MAY BE
2) FOR DETAIL C1 AND C2, POST HEIGHT OR SPAN
SUBSTITUTED AS INDICATED IN
NOT LIMITED BY TABLE 105
2"
71
PLAN VIEW SECTION)
w
FOR NOMINAL 4" PATIO SLAB, DO NOT EXCEED 23/4" DEPTH
3-1,
' 4'
. . ............. 2X7 SMB POST/ COLUMN
FOR CONCRETE ANCHORS, WHERE CONCRETE DEPTH EXCEEDS
31/2" DEPTH, ANCHOR MAY BE EMBEDDED UP TO CONCRETE
. .. . .........
DEPTH DIVIDED BY 1.25
_"3"X3"X1/8" ANGLE 3" LONG
8 EACH #14 SMS INTO POST WEB
Detail C2 Elevations show the foundation
—;3"X3"X:1/8" ANGLE 3" LONG
depth columns
connections for various d
(posts/uprights). Columns .(posts/uprights)
O
1X3 OB SOLE PLATE
must not exceed allowable spans in Table 102.
4 APPROVED MASONRY ANCHORS 3/8" 0 X 2112' EMBEDMENT
ELEVATION.. SMB Pos-r,/
_SIDE ,_2X7
(LOCATIONS SUPPORTING K-BRACING)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
3/8" 0 APPROVED MASONRY
ANCHOR 2111' EMBEDMENT
3" X 3"
X 1/a" ANGLE
BY 3" LONG
IX3 OB (OPTIONAL)
3" X 3" X 1/4" ANGLE
13Y 3' LONG
3/8" 0 APPROVED MASONRY i f
3 EACH ANCHOR 21/2" EMBEDMENT r
#14 SMS
2" LONG 3- X 3" X I/." ANGLE ZLL- 1X3 OB SOLE PLATE
Y " B 3 LONG
EDGE OF CONCRETE FOUNDATION
X 3" X 0.072" HOLLOW
PLACEKENT- IN ANGLE PLAU-\-/IEYV SE-CrION I EXIERIQRCORNER AT FOUNDATION
FOR SCREEN ENCLOSURES IN WIND ZONE 120 MPH AND GREATER
3" X 3" X 0.072- (MINIMUM) HOLLOW-
3- X 3" X 0.072" SQUARE EXTRUSION (MAY
OR MAY NOT HAVE SNAP FEATURES SHOWN
AND SCREW SLOT ARRANGEMENTS VARY)
2'
FOR NOMINAL 4" PATIO SLAB, D 0 NOT EXCEED 23/4" DEPTH
FOR CONCRETE ANCHORS, WHERE CONCRETE DEPTH EXCEEDS
3111' DEPTH, ANCHOR MAY BE EMBEDDED UP TO CONCRETE
DEPTH DIVIDED BY 1.25
v #10 SMS BY 11/2"
LONG @ 16" O.C.
IX3 OB
3" X 3" X 1/4" ANGLE
BY 3" LONG
3 EACH *14 SMS 2" LONG
3/9' 0 APPROVED MASONRY
FANCHOR 2111' EMBEDMENT
r-- IX3 OB SOLE PLATE
L
PARTIAL ELEVAUON EXTERIOR CORNER AT FOUNDATION
FOR SCREEN EN A 154P, >
CLOSURES IN WIND ZQNE 120 MPH AND GREATER q
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
1" X 2" OR 1" X 3" OB @ PERIMETER
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 (1" EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND WITHIN 6" OF EACH
PERPENDICULAR MEMBER
1" X 1" X 1/8" ANGLE (LENGTH EQUAL TO DEPTH OF SOLE
PLATE) WITH 2 - #10 X 1/2" LONG S.M.S. AT EACH LEG
TYPICAL EACH SIDE, TOP & BOTTOM)
u
HO$T STRUCTUkE ELEMENTS. • ° pf�� NOTE 1
CONNECTION WITH EXPOSED FASTENERS
1" X 2" OB @ PERIMETER
REFER TO NOTE #1-THIS SHEET
2- # 10 S.M.S. FROM INSIDE FACE OF
('PERIMETER EXTENSION INTO SCREW
I SLOTS OF PERIMETER (1-1/2"
EMBEDMENT MINIMUM)
REFER TO NOTE #1- THIS SHEET
g
I
LOST STgUCTURt` ELEMENTS. 4 P
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS PERIMETER EXTENSION CONNECTIONS C
1\ J
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures r
P� CQ
J
f 3 OPEN BACK EXTRUSION \ z 1 X 2 OB @PERIMETER
@ PERIMETER FASTEN FASTEN PER NOTE #1
r PER NOTE #1
\\ "' F—CHAIR RAIL OR GIRT\\, 1" X 2-1/4" X 1/8"
%RECEIVING CHANNEL
4\ 5 f �777,
`>
Fc ,
0
I
1" X 1" X 1/8" ANGLES (BY
DEPTH OF PERIMETER
—POST /COLUMN
EXTRUSION) WITH 2- #10 X
3/4" LONG S.M.S. AT EACH LEG \
(TYPICAL TOP & BOTTOM)
"
CONNECTION W/ EXPOSED FASTENERS
1"X2" OR1"X3"OB@
\ \11 I PERIMETER FASTEN PER NOTE #1
\♦� N HOLLOW HORIZONTAL (GIRT)
NOTE #1, USE /a 0 X 2 /a LONG LAG SCREWS INTO WOOD
";`, .` HOST AND 1/a"0 X 21/4" LONG CONCRETE SCREWS
\ '\ INTO CONCRETE OR MASONRY CONSTUCTION
NJ (1" EMBEDMENT TYPICAL) SPACING @ 24" O.C.
\�AND WITHIN 6" 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 f
PARTIAL ELEVATIONS 2" X 2" GIRT TO 1" X 2" CONNECTIONS C4
f:ti 4
Page 1 - 25 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
1" X 1" X 1/8" ANGLES
2" LONG WITH 2- #8 X 1/2" LONG ! o
S.M.S. AT EACH LEG 0
(TYPICAL EACH SIDE, TOP & BOTTOM) 4 1" X 2-1/4" X 1/8" zo
RECEIVING CHANNEL F-
0
i u r a
� LU
x
O
I' z
CHANNEL ALTERNATE o
POST /COLUMN
z
w
i
Y
CONNECTION W/ EXPOSED FASTENERS =
i S
0
4 - # 10 S.M.S. FROM INSIDE FACE OF �— -
POST INTO SCREW SPLINES OF HOLLOW
GIRT (1-1/2" EMBEDMENT MINIMUM) a
a
GIRT OR
CHAIR RAIL 0
J
. «o-.,.e:.,�„r. a. a^s w .x:,ew.. E %.�+.•., x.. .rsas.:r rs77
r....zea .. .. { xr�
E w
7 U
Uj
m
SELF MATING POST
0
K' o
CD
µ CD
CONNECTION W/CONCEALED FASTENERS 0
80
a
PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS C5
1 W �
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 226A
/
Chapter 1 - Screen Enclosures
END BAY ("HIP") PURLIN
(SLOPE VARIES FROM 0° TO 39°)
2" X 5" X 1/8" THICKNESS ANGLE 11/2" LENGTH
(MINIMUM) AT EACH POST/PURLIN W/ #14 SMS
2 EACH INTO POST; 2 EACH INTO EAVE RAIL
} 3" X 3" X 0.072" EAVE RAIL
(MAY OR MAY NOT HAVE SNAP
FEATURES SHOWN AND SCREW SLOT ---*"' o
ARRANGEMENTS VARY) EAVE 0
RAIL CONNECTS TO BEAMS VIA
INTERNAL #10 SMS X 11/2" LONG .,
OPTIONAL 1X3 OPEN BACK EXTRUSION ON
BOTTOM OF EAVE RAIL, FASTEN TO
POST W/ 2 EACH #10 SMS X 11/2" LONG
INTO SCREW SLOTS OF 1X3 AND CONNECT
TO EAVE RAIL W/ #10 X 11/2" AT 24" O.C. /y
SCREWS CONNECTING OPEN BACK TO EAVE
MAYBE OMMITTED WHEN CONTINUOUS
SNAP SECTIONS ARE UTILIZED
3" X 3" X 0.072" EAVE RAIL
(MAY OR MAY NOT HAVE SNAP
FEATURES SHOWN AND SCREW SLOT
ARRANGEMENTS VARY)EAVE
RAIL CONNECTS TO BEAMS VIA
INTERNAL #10 SMS X 11/2" LONG
OPTIONAL 1X3 OPEN BACK EXTRUSION ON
BOTTOM OF EAVE RAIL, FASTEN TO
POST W/ 2 EACH #10 SMS X 11/2" LONG
INTO SCREW SLOTS OF 1X3 AND CONNECT
TO EAVE RAIL W/ #10 X 11/2" AT 24" O.C.
SCREWS CONNECTING OPEN BACK TO EAVE
MAY BE OMMITTED WHEN CONTINUOUS
SNAP SECTIONS ARE UTILIZED
POST/COLUMN
POST FLANGE TRIMMED TO LAP
WEBS OVER PURLIN AND FASTENED
WITH 3 EACH 414 SMS EACH SIDE
1"XI"X 1/8" ANGLE EACH SIDE
OF PURLIN W/ 2 EACH #12 SMS
EACH LEG
SIDE WALL POST/COLUMN
SECTION 1) AT SCREEN EAVE ONSIDE WALLS 1�.ie
(FOR WIND ZONES 120 MPH AND GREATER
i�
i
00
i
® ® \ BEAM (MAY BE HORIZONTAL OR
SLOPING), SELECT FROM TABLE 301
4 EACH #14 SMS PER SIDE WEB TO WEB
(MINIMUM)
TRIM BEAM FLANGE TO ACCOMODATE POST
AND LAP BEAM WEBS OVER POST WEBS
BEAM FLANGE STITCH SCREWS AT
24" O.C. TOP AND BOTTOM #12 SMS
FOR 2X9 AND 2X10, ALL OTHERS #10 SMS
/ T ,t�
SECTION (2�1T SCREEN EAVE ON LONGITUDINAL WALLS
(FOR WIND ZONE 120 MPH AND & ASTER,)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
WHERE PURLINS ARE ADJACENT TO DIAGONAL ROOF BRACING, BRACING
CONNECTIONS REQUIRE BACKING PLATES, EXTEND DIAGONAL BRACING
BACKING PLATES AND UTILIZE FOR-PURLIN CONNECTION
21/2" X 31h" X 1/8" BACKING PLATE
(REQUIRED IN WIND ZONES 120 MPH AND ABOVE)
SELF —MATING OR LAP EXTRUSION
(SCREW SLOTS)
;=
2"X2"X1/8" ANGLE EACH SIDE 4 EACH
#14 SMS INTO PURLIN WEB AND 4
EACH INTO BEAM WEB (ANGLE
EXTENDS TO WITHIN 1/4" OF TOP AND f"
BOTTOM OF CONNECTING PURLN
AND FASTENERS SPACED EVENLY) f' -
O
` �
� a�
�
HOLLOW PURLIN (SELECT PER TABLE 103)
MAY BE SLOPING OR HORIZONTAL WITH
�✓�
I
11h" LONG #10 SMS FROM INSIDE
\
0 r
BEAM INTO PURLIN SCREW SLOTS
`—ROOF BEAM
1/B" 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 PURLINS
SECTION 1 ANGLEICHANNEL QR '
INTERNAL FASTENING AT SLOPING PURLINS
WHERE PURLINS ARE ADJACENT TO DIAGONAL ROOF
21h" X 31/2" X 1/8" BACKING PLATE ; BRACING, BRACING CONNECTIONS REQUIRE BACKING
(REQUIRED IN WIND ZONES 120 MPH AND ABOVE) PLATES, EXTEND DIAGONAL BRACING BACKING PLATES
! AND UTILIZE FOR PURLIN CONNECTION
u s
� i k
2"X2"X1/8" ANGLE EACH SIDE HOLLOW PURLIN (SELECT PER TABLE 103)
3 EACH #14 SMS INTO PURLIN WEB-- ---/ MAY BE SLOPING OR HORIZONTAL WITH
AND 4 EACH INTO BEAM WEB } 11/z' LONG #10 SMS FROM INSIDE
(1/8" THICKNESS RECEIVING BEAM INTO PURLIN SCREW SLOTS
CHANNEL MAY ALSO BE USED
FASTENED AS SHOWN)
1/8" 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 PURLINS — ROOF BEAM
SECTION / ANGLE/CHANNEL-ORINIERNAL FASTFNTN.Q
PURLIN TO BEAM CONNECTIONS 40'
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
Maximum angle for mansards 39*
Maximum angle for gables 45°
011
Splice Plate Alloy:
t 606IT6 or5052H32
414 SMS Typical
2 Screws along Centerline
of plate evenly spaced.
r Internal 6
splice Plate
�t F
t a
r
rn
v
x
r �
4�N Screw positions near miter joint may be adjusted
t' to accomodate pudin, space between fasteners
along miter joint shall be 11h" to 2", maintain
maximum and minimum distances between screws.
SPLICE SPECIFICATIONS PER TABLE 109 BELOW
IYP-ICAL ELDIA—UON FOR BEAM MITER SPLICE
[DETAIL 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]
Table 109 Beam ice Plate Size and Fasten Requirements
Beam Splice Plate Requirements for Beans of 600575 alb
Beams of 6005T5 all #14 SMS Total Fastener Spaces
Member
(SMB)
Plate
Length
Ma
Req'd Thicknesses
Per Side
#14 SMS
Number of Spaces
6005T5
5052H32
6061T6
Per End
Per Splice
Horizontal
Vertical
2X4
10"
8.7
316"
18"
8
32
2
2
2X5
12"
13.9
3 16"
1 8"
12
48
3
2
2X6
12"
17.4
316"
18"
14
56
3
3
2X7
14"
22.3
316"
18"
14
56
3
3
2X8
18"
66.7
516"
14"
18
72
4
4
2X9
18"
107.0
24
96
6
5
2X10
20"
147.5
�3/8'15/16"'
26
1nd
6
6
Table Notes:
1
6061T6 beams use same plates as 6005T5 beams
2
5052H32 is a sheet alloy, 6061T6 is a plate alloy
3
Ma (allowable moments for beams in in -kips)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 1- 32
Chapter 1 - Screen Enclosures
2" X 2" X 1/8" ANGLE EACH SIDE
�Ce
rr
OF BEAM (MINIMUM 2" LONG) WITH
tS�Cu�;
p5
pt -
2 EACH #14 SMS INTO BEAM WEB
ram
RM ,.
w
EXTRUDED GUTTER BRACKET" BY 6" LONG
AT EACH BEAM WITH 3 EACH 3/8" O LAG
..........
SCREWS INTO FASCIA (ALSO PROVIDE
ate;
LAG SCREWS BETWEEN BEAMS ALONG
GUTTER AT 24" O.C.)
END BAY ("HIP") PURLIN
(SLOPE VARIES FROM 00 TO 39°)
1/8" ANGLE CONTINUOUS SHIM
(CUT TO ACCOMODATE SLOPE)
SUPER GUTTER CONNECTION DETAIL PURLIN TO HOST EAVE
6" LONG GUTTER BRACKET
3 EACH #12 SMS-,-,
1X2 OB --_.
2" X 2" X 1/8" ANGLE EACH SIDE
OF BEAM (MINIMUM 2" LONG) WITH
2 EACH # 14 SMS INTO BEAM WEB
d9oot�� -:: -
90K
I
EXTRUDED GUTTER BRACK 6 LONG
f' AT EACH BEAM WITH 3 EACH 3/8" 0 LAG
......... SCREWS INTO FASCIA (ALSO PROVIDE
.j t :....... . .. .. g L
LAG SCREWS BETWEEN BEAMS ALONG
GUTTER AT 24' O.C.)
ROOF BEAM 3/8" 0 LAG SCREW EACH SIDE OF BEAM THRU
(PER TABLE 101)*, 2"X2"X1/8" ANGLE LENGTH SUFFICIENT TO
-- ASSURE 2" EMBEDMENT INTO HOST FASCIA
BEAM MAY BE SLOPING OR HORIZONTAL
1 1/8" 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
-1
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
f
Hfl u R
I I ? I
I I i I
[S�REEN EN60SURE�
I [Diagonal Roof Bracing Not Required] I
9 I I I I
-+ __--4------4---~~--4------4-- _._,.
I i I I
I I I i I
I I I I
I I i
E
v --
m
Ln I I I U` I
O
EI 1
.'e
—
�
—�I-----i-----K-- m—t----- i
v
3:
i ma`s I o,'I I ? o
"
Of
E
o I i Purlins I I
.4 _. _ _.. . —k — — — —,k- — __ _ _.._
v % I % I I ' I �`,
SIDE WALL K BRACING
,
OPTIONAL WHEN
SIDE WALL IS
a
C I I t
LESS THAN 3 BAYS
K-Braces
Screen Wall
Dimension
Of
Screen Endosure Roof Bracing Strategies - Schematic #2
ROOF BRACING NOTES:
1) BRACE FULLY 2nd BAY FROM EACH END BETWEEN BEAMS,
ONLY CORNERS IN 1st BAY
2) ORIENT BRACES TOWARD CENTER OF ENCLOSURE AS SHOWN
K Braces
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
I I I I I
— — I I Purlins I
,_-_�_a.. 1--____r_-_--
cn EI \\�� I E I E E Ej
ml 1m I�. m 1
I `" I Purlins I I I
SIDE WALL K BRACING z
OPTIONAL WHEN SIDE WALL
IS FEWER THAN 3 BAYSto
l i I Purlins
I LL
Screen Wall
K Braces
5c[en Enclosure Roof Bracing Strategies - Schematic #3
Projection (Lateral Exposu ),
K Brace l /
[NLL BRACING i
In! 'IN 2rlIBAAY]
�_a. __........ ._......_..�,..�
m a-0
t: Roof iDiagonal I I ( ,'
._ I I �,
N I ` I_ I (_Purlins I
— -- --
I I
N cN �I DTI IE I �I I 4V IE
u v t i C9I
w u L ! ml 0 ICO I ml I
Ln
o I I Roof Diagonal - I
o [2nc(Bay I I l g I ECKI
�0 I,'� I
0 Purlins-----I-----—
i I u i I I I I u I
vN
-0
K Braces
Longitudinal Dimension (Length of Enclosure & partial lateral exposure)
Screen Enclosure Roof Bracing Strategies - Schematic #4
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
N
O
li
O
M
CL
rt
O
�I
2„
I
i
—2X3 (0.050" OR 0.072") HOLLOW
7n
ADD 2 ADDITIONAL FLANGE STITCH
SCREWS WHEN INTERNAL BACKING
PLATE IS UTILIZED
ROOF BRACING CONNECTIONS MAY ALSO
21/4" X 2" X 1/8" CHANNEL 51/2" LONGBE
UTILIZED FOR K-BRACING (WALL BRACING)
BOLTS THRU BEAM AND BRACE 3/8"0— —
WHEN WALL BRACING CAN BE 2X3, USE
(MAY BE SQUARE CUT, MITER OPTIONAL)
CONNECTIONS APPROPRIATE TO MATCH
.... ................. ............................ . ..... .... ...:
THE ORIENTATION OF THE BRACE.
2"X 2"X0.090" HOLLOW TUBE DIAGONAL --
PURLIN
ALTERNATE METHOD OF CONNECTING CHANNEL TO BEAM AND TUBE:
4 (EACH SIDE)#14 SMS THRU CHANNEL AND TUBE
4 EACH #14 SMS THRU CHANNEL AND BEAM WEB AND
ff INTO INTERNAL BACKING PLATE i I
f f I I
BEAMS MAY BE SLOPING OR HORIZONTAL ;
"R 3/16" X 5" X SPLICE PLATE DEPTH
BACKING PLATE (ABUTS PURLIN)
NUPE: BACKING PLATE MAY BE
A ; INTERNAL WITH BOLT THRU NEAR
BEAM WEB ONLY
y---" ""' ROOF BEAM
Plan View
3 21/4" X 2" X 1/8" CHANNEL 51/1' LONG
i BOLTS THRU BEAM AND BRACE 3/8"0 \ 3/16" X 5" X SPLICE PLATE DEPTH
BACKING PLATE (ABUTS PURLIN)
NOTE: BACKING PLATE MAY BE
3/8 0 BOLTS ;, j/— INTERNAL WITH BOLT THRU NEAR
/ BEAM WEB ONLY
-J
>
..... ...
2"X 2"X0.090" HOLLOW TUBE DIAGONAL
f ROOF BEAM ---�
Self -Mating Roof Beam
Elevation View Section
SCREEN ROOF DIAGONAL BRACING SCHEMATIC (#2)
K-BRACING NOTE: THESE CONNECTION DETAILS
MAY BE UTILIZED FOR K-BRACING
3/8" 0 BOLTS
� to
�l
Chapter 1 - Screen Enclosures
IL
REFER TO TABLE 108 FOR EXTRUSION TYPE AND
NUMBER OF SCREWS PER END (TABLE 106 HAS
EXTRUSION KEY BY LETTER); AND REFER TO
TABLE 107 FOR MINIMUM LENGTH OF BRACING
TIONAL 1X3 BELOW HOLLOW EAVE RAIL
�GONAL (K BRACE)
Partial_ Elevation_Lr K-Brace-at Eave Rail
K BRACE SCREEN SIDE GUSSET PLATE SPECIFICATIONS: DIAGONAL (K BRACE)
1) ALLOY 6063T6 OR 6061T6 OR 5052H32
2) MINIMUM THICKNESS .092"
3) SIZE SUFFICIENT TO ACCOMODATE #14 SMS AT
A MINIMUM SPACING AND EDGE DISTANCE OF 3/4"
#14 SMS (TYPICAL)
SCREEN SIDE GUSSET
ANGLE BEHIND
4) REFER TO TABLE 108 FOR NUMBER OF FASTENERS/END GIRT OR CHAIR RAIL-� ® ® i I) <'
5) EQUAL NUMBER OF SCREWS INTO VERTICAL AND
HORIZONTAL MEMBERS INSIDE AND OUTSIDE DIAGONAL (K BRACE) - ® ® i
SCREEN SIDE GUSSET j
POST/ COLUMN POST / COLUMN —+
SOLE PLATE..._._..
DIAGONAL (K BRACE)
Partial Elevation / K Brace at Girt/Chair Rail
#14 SMS (TYPICAL)
REFER TO TABLE 108 FOR EXTRUSION TYPE AND
C NUMBER OF SCREWS PER END (TABLE 106 HAS
EXTRUSION KEY BY LETTER); AND REFER TO
Partial Flavatinn / I nwer K-Rrare at Snle Plate TABLE 107 FOR MINIMUM LENGTH OF BRACING
i
i
[CONNECTION DETAIL NOTE: K BRACE CONNECTIONS MAY BE ALSO UTILIZED FOR ROOF DIAGONAL BRACING]
1/8' THICK BACKER 2" X 4" X 1/8" ANGLE INTERIOR 1/8" THICK BACKER
PLATE REQ'D ANGLE (LENGTH EQUAL TO DEPTH ;
POST / COLUMN OF SCREEN SIDE PLATE) ,` PLATE REQ'D
2" X 4" X 1/8" ANGLE (LENGTH t !
r- '— EQUAL TO SCREEN SIDE PLATE)
K & HORIZONTAL ELEMENT 3" DEPTH
_ .
Edge of Concrete Foundation
SECTION J K BRACE CONNECTION
Edge of Concrete Foundation
SECTION / K BRACE CONNECTION` a
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures- Exposure B
' 'i
ry
w �y
Allowable Spans for Mansard Beams with a Rise of 4 ft (Maidmum) Table 101(e)S
18/14 Screen Mesh Wall Height: 8 ft Roof Design Pressure: 4.7 psf
Wind Zone 150 mph Exposure B Wall Design Pressure: 16.5 psf
6005T5 Alloy
Spacing in Feet
Beams
Self -Mating or Lap Beams
'0"
51011
51611 6"
61011
61611
71011
7' 6"
8' 0"
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
30'-5"
27'-10"
25'-4"
23'-0"
20'-11"
18'-10"
16-11"
2 X 9 X 0.082 X 0.306 SMB
40'-0"
40'-0"
38'-0"
35'-11"
33'-11"
32'-2"
30'-5"
2 X 10 X 0.092 X 0.374 SMB
40'-0"
1 40"-0"
1 40'-0"
1 40'-0"
40'-0"
1 40'-0"
39'-4"
Allowable Spans for Mansard Beams with a Rise of 4 ft (MaAnxim) Table 101(e)11
18/14 Screen Mesh Wall Height: 11 ft Roof Design Pressure: 4.7 psf
Wind Zone 150 mDh Exposure B Wall Design Pressure: 16.5 Dsf
6005T5 Alloy
Beam Spacing in Feet
Self -Malin or La Beams
5' 0"
51611
6' 0"
1 6' 6"
7' 0"
7' 6"
81011
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
27-9"
24'-9"
21'-11"
19'-4"
16'-10"
14'-4"
11'-10"
2 X 9 X 0.082 X 0.306 SMB
40'-0"
38'-4"
35-10"
33'-8"
31'-8"
29'-6"
27'-6"
2 X 10 X 0.092 X 0.374 SMB
40'-0"
40'-0"
40'-0"
40'-0"
40'-0"
1 39'-1"
37'-3"
Allowable Spans for Mansard Beams with a Rise of 4 ft (Maxhmm) Table 101(e)14
18/14 Screen Mesh Wall Height: 14 ft Roof Design Pressure: 4.7 psf
Wind Zone 150 mnh Exoosure B Wall Design Pressure: 16.5 osf
6005T5 Allo
am Spacing in Feet
Self -Mating or La Beams
51011
5' 6"
6' 0"
6' 6"
7' 0"
7' 6"
8' 0"
2 X 8 X 0.072 X 0.224 SMB
24'-8"
21'-4"
18'-2"
15'-1"
11'-10"
8'-3"
2'-6"
2 X 9 X 0.082 X 0.306 SMB
39'-0"
36'-3"
33'-9"
31'-5"
28'-11"
26'-7"
24'-5"
2 X 10 X 0.092 X 0.374 SMB j
40'-0"
40'-0"
40'-0"
40'-0"
39'-1"
37'-1"
35'-2"
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 I Page 1B - 34
Chapter 1 - Screen Enclosures- Exposure B
ALLOWABLE SPANS for Purlins
18/14 Screen For Wind Zone 150 mph Fxp B
Table 102
Table 102e
W.II Haitxht -n ft
Purlin SDadrtq in Feet
Self -Mating (or Lap) Beams
5' 0"
5' 6"
6 0"
6' 6"
7' 0"
7' 6"
8' 0"
2 X 3 X 0.050 X 0.050 Hollow
6-9"
6-5"
6-2"
5-10"
5'-6"
5'-1"
4'-9"
2 X 4 X 0.046 X 0.100 SMB
6'-4"
6'-1"
T-10"
5'-6"
5'-3"
4'-11"
4'4'
2 X 4 X 0.050 X 0.050 Hollow
8'-0"
T-2"
6'-10"
6'-6"
6'-2"
5'-9"
5'-5"
2 X 3 X 0.072 X 0.072 Hollow
8'-0"
8'-0"
8'-0"
T-5"
•7'-1"
6'-8"
6'-4"
2 X 5 X 0.050 X 0.116 SMB
8'-0"
8'-0"
8'-0"
8'-0"
7'-5"
7'-1"
6'-9"
2 X 5 X 0.050 X 0.050 Hollow
8'-0"
8'-0"
8'-0"
8'-0"
7'-8"
T-4"
6-11"
2 X 6 X 0.050 X 0.120 SMB
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
2 X 7 X 0.055 X 0.120 SMB
8'-0"
8'-0"
1 8'-0-
8'-Y'
1 8'-0"
8'-0"
8'-0"
18/14 Screen For Wind Zone 150 mph Fxp B Table 102e
nn�..:w.. .., c-A.... 4 a Cl-;- M.,fi- Mi.. - A a\ Wall Hainht a 11 ft
Purlin Spacing in Feet
Self -Mating (or Lap) Beams
5101,
5' 6"
6' 0"
6' 6"
7' 0"
7' 6"
8' 0"
2 X 3 X 0.050 X 0.050 Hollow
6'-4"
5'-11"
5'-7"
T-2"
4'-10"
4'-4"
T-11"
2 X 4 X 0.046 X 0.100 SMB
5'-11,
5'-8"
5'-5"
5'-1"
4'-9"
4'-5"
NA
2 X 4 X 0.050 X 0.050 Hollow
8'-0.1
6-81.
6'-3"
5'-10"
5'-5"
5.41
4'-7"
2 X 3 X 0.072 X 0.072 Hollow
8'-0"
8'-0"
7-3"
6'-10"
6'-5"
5-11"
5'-6"
2 X 5 X 0.050 X 0.116 SMB
8'-0"
8'-0"
8'-0"
7-3"
6-11"
6'-7"
6'-3"
2 X 5 X 0.050 X 0.050 Hollow
8'-0"
8'-0"
8'-0"
7'-6"
7'-1"
6'-8"
6'-3"
2 X 6 X 0.050 X 0.120 SMB
8'-0"
8'-01.
8'-0"
8'-0"
8'-0"
8'-0"
T-8"
2 X 7 X 0.055 X 0.120 SMB
8'-0"
8'-0"
8'-0"
8' 0"
8' 0"
18/14 Screen For Wind Zone 150 mph Exp B Table 302e
... c..-..1- o - c1.....- M.A.- rein.. - A 4*% 1"�11 F1niaM -1A fF
:S ci in Feet
Self -Mating (or Lap) Beams
-Purlin
5' 0"
5' 6"
60"
6' 6"
7' 0"
1 7' 6"
8' 0"
2 X 3 X 0.050 X 0.050 Hollow
5-11"
5'-5"
4'-11"
4'-6"
4'-0"
3'-6"
2'-10"
2 X 4 X 0.046 X 0.100 SMB
51-8"
5'-3"
4'-11"
4'-7"
NA
NA
NA
2 X 4 X 0.050 X 0.050 Hollow
6-7"
6'-2"
5'-8"
5'-2"
4'-8"
4'-1"
3'-6"
2 X 3 X 0.072 X 0.072 Hollow
8'-0""
.7'-1"
6-8"
6-2"
5'-8"
T-2"
1 4'-7"
2 X 5 X 0.050 X 0.116 SMB
8'-0"
8'-0"
52"
6-10"
6'-6"
6'-1"
5'-9"
2 X 5 X 0.050 X 0.050 Hollow
8'-0"
8'-0"
T-4"
6'-11"
6-5"
5'-11"
NA
Z X 6 X 0.050 X 0.120 SMB
8' 0"
8' 0"
8' 0"
8'-0"
8'-0"
T 6"
T-1"
2 X 7 X 0.055 X 0.120 SMB
8'-0"
8'-0"
8'-0"
1 8'-0"
8'-0"
8'-0"
8'-0"
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1
Chapter 1 - Screen Enclosures- Exposure B
j"7
is 'r
,
ALLOWABLE SPANS for Primary Members In Screen Walls (Posts/Columns) Table 103e
Wind Zone = 150 MPH Design Pressure: 16.5 PSF Exposure B
FOR Screen Mesh: 18/14
FOR 600ST5 or 6061T6 Alby
Post / column
Load Widths or Spacing
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
T-0"
7'-6"
8'-0"
2" X 2" X 0.046" X 0.046" Hobw
5'-9"
5'-5"
5'-2"
4'-11"
-
4'-6"
4'-4"
4'-3"
4'-1"
2" X 3" X 0.05" X 0.05" Hobw
8'-1"
7-8"
7'-3"
6-11"
6'-7"
6'4"
6-1"
5-11"
5'-9"
2" X 3" X 0.05" X 0.05" Snap
8'-9"
8'-3"
T-10"
7-6"
7'-2"
6'-11"
6-8"
6'-5"
6'-2"
2" X 4" X 0.050" X 0.050" Holow
9'-5"
8'-10"
8'-5"
8'-0"
7-8"
7-4"
T-1"
6-10"
6-8"
2" X 4" X 0.05" X 0.05" Snap
10'-5"
9'-10"
91-4"
8'-10"
8'-6"
8'-2"
7-10"
T-7"
74'
2" X 5' X 0.050" X 0.050" Hollow
9'-8"
9'-2"
8'-B"
8'-3"
7'-11"
7'7"
7-4"
7'4'
6-10"
2" X 4" X 0.046" X 0.10" SMB
8'-10"
8'-4"
7-11"
7'-6"
7'-2"
6'-11"
6'-8"
6'-5"
6'-3"
2" X 5" X 0.05" X 0.116" SMB
10'-11"
10'-4"
9-10"
9'4'
8'-11"
8'-7"
8'-3"
7-11"
74'
2" X 6" X 0.05" X 0.12" SMB
11'-9"
11'-1"
10'-6"
10'-0"
9'-7"
9'-3"
8'-11"
8'-7"
8'-4"
2" X 7" X 0.055" X 0.12" SMB
13'-1"
12'-4"
11'-9"
11'4"
- "
10'-3"
9'-11"
9'-7"
9'-3"
2" X 8" X 0.072"X 0.224" SMB
24'-4"
22-11"
21'-9"
20'-9'
19'-10"
19'-1"
18'-5"
17-9"
17'4"
2" X 9" X 0.082" X 0.306" SMB
29'-11"
28'-9"
27'-9"
26'-9"
24'-7"
23'-9"
22'-11"
22'-2"
2" X 10" X 0.092" X 0.389" SMB
34'-11"
33'-7"
32'-5"
31'-5"
30'4"
29'-2"
28'-1"
27-2"
26'-4"
ALLOWABLE SPANS for Primary Members In Screen Walls (Posts/Columns) Table 303f
Wind Zone = 160 MPH Design Pressure: 18.8 PSF Exposure B
FOR Screen Mesh: 18 14
FOR 6005T5 or 6061T6 Alby
Post / column
Load Widths or Spacing
4'4"
1 4'-6"
1 5'-0"
5'-6"
6'-0"
6-6"
T-0"
7'-6"
8'-0"
2" X 2" X 0.046" X 0.046" Ho9ow
5'-5"
5'-1"
4'-10"
4'-7"
4'-5"
4'-3"
4'-1"
T-11"
T-10"
2" X 3" X 0.05" X 0.05" Hobbw
T-7"
T-2"
6-10"
6-6"
6'-2"
5'-11"
5'-9"
5'-7"
5'4"
2" X 3" X 0.05" X 0.05" Snap
8'-3"
7-9"
T-4"
T-0"
61-9"
6-5"
6'-3"
6'-0"
T-10"
2" X 4" X 0.050" X 0.050" HoHow
8'-10"
8--4"
7'-10"
7'-6"
T-2"
6-11"
6'-8"
6'-5"
6'-3"
2" X 4" X 0.05" X 0.05" Snap
9'-9"
9'-2"
8'-9"
8'-4"
T-11"
7-8"
7'4"
7'-1"
6'-11"
2" X 5" X 0.050" X 0.050" HoOow
9'-1"
8'-7"
1 8'-2"
T-9"
T-5"
7'-2"
6'41"
6'-8"
6'-5"
2" X 4" X 0.046" X 0.10" SMB
8'-3"
T-10"
7'-5"
7'-1"
6'-9"
6'-6"
6'-3"
6'-1"
5'-10"
2" X 5" X 0.05" X 0.116" SM B
10'-3"
9'-8"
9'-2"
8'-9"
8'-5"
8'-1"
T-9"
7'-6"
74'
2" X 6" X 0.05" X 0.12" SMB
11'4"
10'-5"
9'-10"
9'-5"
9'-0"
8'-8"
8'-4"
8'-1"
T-10"
2" X 7" X 0.055" X 0.12" SMB
12'-3"
11'-7"
10'-11"
10'-6"
10'-0"
9'-8"
9'-3"
8'-11"
8'-8"
2" X 8" X 0.072"X 0.224" SMB
22'-10"
21' 6'
20'-5"
19'-6"
18'-8"
17-11"
17-3"
16'-8"
16-2"
2" X 9" X 0.082" X 0.306" SMB
28'4'
27'-7"
26-4"
25'-1"
24'4"
23'-1"
22'-3"
21'-6"
20'-10"
2" X 10" X 0.092" X 0.389" SMB
1 33'-6"
32'-2"
31'-1"
29'-9"
28'-6"
27-4"
26'-4"
25'-6"
24'-8"
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Page 1B - 1481
Chapter 1- Screen Enclosures -Exposure B
ALLOWABLE SPANS for SECONDARY SCREEN WALL MEMBERS Table 204
(GRITS OR CHAIR RAILS)
FOR 110 mph Wind Zones Exp, B Table 204a
18/ 14 Screen IUnit Load= 8.8 psf
I .,�rl lA/irlrh / C.arinn
Extrusion
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7-0"
2X2X.046 Hollow
7'-10"
7-5"
7-0"
6'-8"
6'-5"
6'-2"
5'-11"
2X3X.050 Hollow
T-10"
7-10"
T-10"
7-10"
7-10"
7-10"
7'-10"
2X4X.050 Hollow
T-10"
7-10"
7-10"
7-10"
7-10" '
T-T0
7' SO"
2X3X.072 Holow
T-10"
T-10"
T-10"
7-10"
7-10"
T-10"
T-10"
Maximum Spacing (Vertical) 7 tt o.c.; maximum allowable span 7' lU")
FOR 120 mph Wind Zones Exp B Table 204b
18/14 Screen Unit Load= 10.6 psf
I nari Wirith / Cnarinn
Extrusion
4'-0"
4'-6"
5-0"
5'-6"
6'-0"
6'-6"
7-0"
2X2X.046 Hollow
7-0"
6'-7"
6'-3"
5-11"
5-9"
5'-6"
5'-4"
2X3X.050 Hollow
7'-10"
7'-10"
7-10"
7'-10"
T-10"
7-10"
7-8"
2X4X.050 Hollow
T-10"
7-10"
T-10"
7-10"
T-10"
7'-10"
7'-10"
2X3X.072 Holow
7-10"
7-10"
T-10"
7-10"
T-10"
T-10"
7'-10"
Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 10")
FOR 130 mph Wind Zones Exp B Table 204c
18/ 14 Screen Unit Load = 12.1 psf
I nari Wirith / Cnarinn
Extrusion
4'-0"
4'-6"
5-0"
5'-6"
6-0"
6'-6"
7-0"
2X2X.046 Hollow
6'-5"
6-1"
5'-9"
5'-6"
5-3"
5-0"
4'-10"
2X3X.050 Hollow
7-10"
7-10"
7'-10"
7-10"
7-8"
7-5"
7'-2"
2X4X.050 Hollow
7-10"
7-10"
T-10"
7-10"
7'-10"
T-10"
7-10"
2X3X.072 Holow
T-10"
7-10"
7'-10"
7-10"
7-10"
7'-10"
7-10"
Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 10")
FOR 140 mph Wind Zones Exp B Table 204d
18114 Screen Unit Load = 14.3 psf
I rurl Wirlth / Snarinn
Extrusion
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
2X2X.046 Hollow
5' 9"
5'-2"
4'-11'
4'-8"
4'-6"
4'-4"
2X3X.050 Hollow
7'-10"
7'-10"
7-8"
7'4'
7'-0"
6'-9"
6'-6"
2X4X.050 Hollow
7-10"
7-10"
1 7'-10"
T-10"
7-10"
7-10"
T-10"
2X3X.072 Holow
T-10"
7-10"
1 7'-10"
7-10"
T-10"
7'-10"
7'-10"
Maximum Spacing (Vertical) 7 tt o.c.; maximum allowable span 7' 10")
FOR 150 mph Wind Zones Exp B Table 204e
18/ 14 Screen Unit Load = 16.5 psf
Extrusion
4'-0"
4'-6"
5'-0"
5-6"
6-0"
6'-6"
7-0"
2X2X.046 Hollow
5'4"
5'-1"
4'-7"
4'-5"
4'-2"
4'-1"
2X3X.050 Hollow
T-10"
7-6"
7-2" 1
6-10"
6'-6"
6'-3"
6'-l"
2X4X.050 Hollow
7'-10"
7-10"
T-10"
7-10"
7'-10"
7'-7"
2X3X.072 Holow
7'-10"
7'-10"
7-10"
7'-10"
7-10"
7'-8"
7-5"
Maximum Spacing (vertical) / tt o.c.; maximum allowable span 7' lU")
FOR 160 mph Wind Zones Exp B Table 204f
IS/ 14 Screen Unit Load = 18.8 psf
I nnrl Wirith / Snarinn
Extrusion
4'-0"
4'-6"
5-0"
5-6"
6'-0"
6'-6"
7-0"
2X2X.046 Hollow
5-0"
4'-9"
4'-6"
4'-3"
4'-l"
Y-11"
T-10"
2X3X.050 Hollow
7'-61'
7-1"
6'-8"
6'-5"
6'-l"
5'-11"
5-8"
2X4X.050 Hollow
7-10"
7-10"
7-10"
T-10"
7'-8"
74"
T-1"
2X3X.072 Holow
7-10"
7-10"
7'-10"
T-10"
T-6"
7-3"
6-11"
Maximum Spacing (vertical) 7 tt 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 (2010 Edition) 2.1
Chapter 1 - Screen Enclosures - Exposure B
DESIGN LOADS on K Brace Diagonals by Wind Zone and Enclosure Dimensions
EXPOSURE B Wall Height: 14 ft TABLE 106
o
N
o
18/14 Screen Mesh (Panel Widths in feet) (table values in kips)
c
tm
0
PROJECTION OF
FLOW THR
CREEN WALLS
(ft)
a
5
10
15
20
S
30
35
40
5
9.43
0.49
1.37
2.24
3.11
3.99
4.86
5.73
6.60
E
6
10.00
0.44
1.21
1.98
225
3.52
4.29
5.06
5.83
7
10.63
0.40
1.10
1.80
2.51
3.21
3.91
4.61
5.32
r'
8
11.31
0.37
1.02
1.68
2.33
2.99
3.64
4.30
4.95
9.43
0.60
1.66
2.73
3.79
4.85
5.91
6.98
8.04
E10.00
0.53
1.47
2.41
3.35
. 4.29
5.22
6.16
7.10
N10.63
M
0.48
1.34
2.19
3.05
3.90
4.76
5.61
6.47
T'11.31
0.45
1.25
2.04
2.84
3.64
4.43
5.23
6.03
L
9.43
0.72
2.00
3.27
4.55
5.82
7.10
8.38
9.65
E
6
10.00
0.64
1.77
2.89
4.02
5.14
6.27
7.40
8.52
0
7
10.63
0.58
1.61
2.63
3.66
4.69
5.71
6.74
7.77
'i
8
11.31
0.54
1.50
2.45
3.41
4.37
5.32
6.28
7.23
5
9.43
0.82
2.26
3.70
5.14
6.58
8.02
9.46
10.90
E
6
10.00
0.72
1.99
3.27
4.54
5.81
7.08
8.36
9.63
CD
7
10.63
0.66
1.82
2.98
4.13
5.29
6.45
7.61
8.77
T'
8
11.31
0.61
1.69
2.77
3.85
4.93
6.01
7.09
8.17
9.43
0.91
2.51
4.12
5.72
8.93
10.53
12.14
6
10.00
0.80
2.22
3.64
5.05
6.47
7.89
9.30
10.72
Ln
10.63
0.73
2.02
3.31
4.60
5.90
7.19
8.48
9.77
8
11.31
0.68
1.88
3.09
4.29
5.49
6.69
7.89
9.10
5
9.43
1.03
2.86
1 4.68
6.51
8.33
1 10.16
11.98
13.81
6
10.00
0.91
2.53
4.14
5.75
7.36
8.97
10.59
12.20
7
10.63
0.83
2.30
3.77
5.24
6.71
8.18
9.65
11.11
8
11.31
0.78
2.14
3.51
4.88
6.25
7.61
8.98
10.35
For 20/20 Screen Mesh, the tabular values shall be multiplied by 1.136
For K braces 2 panels (side by side on each end), multiply tabular values by 0.6
For K-braces 3 panels (side by side on each end), multiply tabular values by 0.48
Linear interpolation between tabular values is permitted. (kip = 1,000 Ibs)
Page 113 - 155 11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1
D
-n
Lengths of K Brace Diagonals by Screen Panel Height & Width (all
dimensions in feet)
TABLE 107
c
o
Panel
Panel Widths
M
Height
5.00 5.25 5.50 5.75 6.00
6.25 6.50]:j75
7.00
7.25 7.50
7.75
8.00
O
5.00
7.07
7.25 7.43
7.62 7.81
w 8.00
8.20
40
8.60
8.81
9.01
9.22
9.43
D
r
5.25
7.25
7.42 7.60
7.79 7.97
8.16
8.36
8.55
8.75
8.95
9.15
9.36
9.57
3
5.50
7.43
7.60 7.78
7.96 8.14
8.33
8.51
8.71
8.90
4 9.10
9.30
9.50
9.71
z
5.75
7.62
_-_
7.79 ! 7.996
8.13
8.49
8.68
8.87
9.06
9.25
9.45
9.65
9.85
3
6.00
7.81
1 7.97 1 8.14
_8.31
8.31 8.49
8.66
8.85
9.03
9.22
9.41�
9.60
9.80
10.00
n0
6.25
8.00
8.16 ! 8.33_
8.66
8.84
9.02
9.20
9.38
9.57
1 9.76
9.96
10.15
z
_
6.
8.20
8.36 1 8.51
8.68 8.85
9.02
9.19
9.37
9.55
9.74
9.92
10.11
10.31
3
. 5
8.40
8.55 ; 8.71
. 7 9.03
9.20
9.37
9.55
9.72
9.91
10.09
10.28
10.47
c
7.00
8.60
8.75 j 8.90
9.06 9.22
9.38
9.55
9.72
9.90
10.08
10.26
10.44
10.63
7.25
8.81
8. 55 t 9.10
9.25 9.41
9.57
9.74
9.91
10.08
10.25
10.43
_ 10.61
10.80
r
O
7.50
9.01
9.15 9.30
9.45 9.60
9.76
9.92
10.09
10.26
10.43
10.61
10.78
10.97
z
7.75
9.22
9.36 9.50
9.65 9.80
9.96
10.11
10.28
10.44
10.61
10.78
10.96
11.14
=
8.00 9.43 9.57 ' 9.71
9.85 10.00
10.15 10.31 10.47 10.63
10.80 10.97
11.14
11.31
CD
CD
,
G)
2
n
O
z
K Brace Diagonal SELECTION TABLE
-
TABLE 108
(diagonal bracing extrusion is selected by its length as determined from Table 107,
and have an allowable compression
value equal
to
m.
n
or greater than the value determined usingthe
selection from Table 106)X
m
>
EXTRUSION
LENGTH OF K-BRACE DIAGONAL (feet)
o
..
KEY
DESCRIPTION
7.0 ; 7.5
8.0
8.5 9.0
9.5
10.0
10.5
11.0
11.5
a
A
2X2 X0.046 Hollow
1.658/6 i 1.444/5
1.269/4
1.124/4 1.003/4
0.900/3
0.812/3
0.737/3
0.671/3
0.624/2
W
m
B
2X3 X 0.05" Hollow
2.480/8 2.160/7
1.899/6
1.682/5 1.500/5
1.346/4
1.215/4
1.102/4
1.004/3
0.919/3
CL
C
12X2 X0.09" Hollow
3.034/5 ' 2.643/5
2.323/4
_...
2.058/4 ; .1. 6 3
1.648/3
a _
1.487/3
1.349/3
1.229/2
1.124/2
v
)( D-
2X3 X 0.07" Hollow m3.377/7 - 2.942/7
2.586/6
2.291/5 i 2.043/5
1.834/4 1.655/4
1.501/4 1.368/3
1.251/3
ry
E
3X3 X 0.06" Hollow 6 280/16 6.280/16
5.638/14
4.995/12 11
3.998/10
3.609/9
3.273/8 2.982/8
2.729/7
F
13X3 X 0.09" Hollow 10.718/18� 9,336/15
8.206/14
7.269/12 6.484/11
5.819/10
5.252/9
4.763/8 1 4.340/7
3.971/7
Tabular Values: numeric value preceeding the "/" is the allowable brace compression in kips (1,000 Ibs), number following
the "/" is the number of
#14 Sheet Metal Screws which must be used to fasten the diagonal selected at each end.
�n
W�
CciCOPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrTfEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
Chapter 1 - Screen Enclosures- Exposure B
.� 4
Allowable Post Heights
(Spans [ft]) for 2 Each 3/8" 0 Concrete Fasteners
Exposure B
18/14 Screen Mesh ONLY Table 105
Wind
Zone
(pso
Post Sp ding
in feet (Load
Width)
5.0
5.5
6.0
6.5
7.0
7.5
8.0
110
8.8
27.2
24.8
.7
21.0
19.5
18.2
17.0
120
10.6
22.6
20.6
18.9
17.4
16.2
15.1
14.1
130
12.1
19.9
18.1
16.6
15.3
14.2
13.3
12.4
14.3
16.8
15.2
1 0-,
12.9
12.0
11.2
10.5
150
16.5
14.5
12.1
11.2
10.4
9.7
9.1
160
18.8
12.8
E13.2
11.E
10.E
9.8
9.1
8.5
8.0
Allowable Post Heights
(Spans [ft]) for 2 Each 3/8" 0 Concrete Fasteners
Exposure B
20/20 Screen Mesh Table 105
Wind
Zone
(psf)
Post Spacing
in feet (Load
Width)
5.0
5.5
6.0
6.5
7.0
7.5
8.0
110
10.0
24.0
21.8
20.0
18.4
17.1
16.0
15.0
120
12.1
19.9
18.1
16.6
15.3
14.2
13.3
12.4
130
13.7
17.5
15.9
14.6
13.5
12.5
11.7
10.9
140
16.3
14.8
13.4
12.3
11.3
10.5
9.8
9.2
150
18.8
12.8
11.6
10.6
9.8
9.1
8.5
8.0
160
21.4
11.2
10.2
9.4
8.6
8.0
7.5
7.0
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Page 1B - 15Z
Chapter 1 - Screen Enclosures - Exposure B
Wall Heights:
8" CMU:
Aluminum:
Height Overall:
Allowable Wall Heights (feet)
8" CMU Knee -Walls in Screen Enclosures
by Fvnnci ira R Wind 7nne
110
120
130
140
150
160
6
6
5
4.5
4
3.5
10
9
9.5
9.5
9
9.5
16
15
14.5
14
13
13
ALLOWABLE BEAM SPANS (Fr) FOR RIBBON P00T1Nl3S TABLE 111
cvnfun ne n CrIrTrTAiC cT71=C Anln rDr)CC_CF(`TrnNAI ARFAS (in2)
WIND
ZONES
81
911X9"
108
9" X 12"
144
12" X 12"
192
16" X 12"
256
16" X 16"
up to 120
26.2
34.9
40.0
40.0
40.0
130
23.6
31.4
40.0
40.0
40.0
140
21.5
28.6
38.2
40.0
40.0 ,
150
18.1
24.1
32.1
40.0
40A' .
160
15.9
1 21.2
28.2
37.7
4010
TABLE NOTES:
1) HEIGHT AND WIDTH DIMENSIONS MAY BE REVERSED
2) TABLE MAY BE INTERPOLATED BY CROSS -SECTIONAL AREA
Allowable Beam Spans for Monolithic Footings (Details Fl/F2) Table 112
FvnncnrP R (Ream Snans in Decimal Feet)
Wind
Zone
(MPH)
I'Nominal
Slab
ONLY
Edge Footings - Depth by Width (Detail F2)
81fX8"
(81 in 2)
81X12"
108 in)
12"X12"
(144 in2)
12"X16"
(192 in2)
6"X16"
(256 in2)
110
32.2
40.0
40.0
40.0
40.0
40.0
120
21.7
36.3
40.0
40.0
40.0
40.0
130
19.6
32.7
40.0
40.0
40.0
40.0
17.8
29.,8
36.9
38.0
40.0
40.0
150
15.0
25.
31.1
32.0
1 (40.V
1 40.0
160
13.2
22.0
27.3
28.1
1 37 5
1 40.0
Table Notes:
1) Reinforcing: 1 Each #5 Bar continuous for 8"X8", 2 Each #5 Bars continuous for larger
footing sizes listed.
2) Width and Depth dimensions shown on table may be interchanged.
Pa6e 1B - 157 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1
;716
MIN, SETBACK REQ.
FRONT ZO
SIDES 7 S
CNR SIDES /O
REAR
S
TEC
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
CURVE TABLE
Curve—
Delta
Radius
engt
C1.
4 05 29"
7025, t70
73� 19
C2
4 U5 29 "
1155, 00
52.48
C3
5 4456"
1 D25. 0,0
7 t7Z_.944 �
THESE PUN HAVE BEEN REVIEVS
19MMCE WR THE FLONA
10108 CROSBY PLACE
PORT SAINT LUCIE, FL 34986
;6F4t+i own CER"FICATIMA ; t +.9&,S'E&e GERTIRY';trT TMA UDYth#GYF RY SJit EVE * A IRvE MD
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THE MINIMUM -TE{;'tixt:llL ftY>\iiC#ARIX'SrL" Q A3 SET vieYf
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70472.a5-7, FLOROA
SIGNEC / kl� FOR THE. FIRM
R' IGUEL ESPIN64
STiATM O FLCtf2PCti' F?S.11 : Pe`(?. 5frJ1
•,7iui.ty,je,cT-a::5r'.':,'i aiJ: r'C:ct'ity „.6'Ctii_^.ry�W.(yc;t!!ri?'.„Y;°i FiiD t.',i7 t-0?2t Qf ,t _!'r,xdR$„t,`:it
to Ma,'' :,f ♦yam J-.:.,.'i si'; �'..l,3";tii;'x.G`nXi...c; l4 .t.'.�i ;-r:k; s„at,;ivri h• 'S_ .. .S;«:: 'r:.t. t IC.i.rJ.":iC-,I»'1.CY`f:
..t�,¢7 fAtc�-ti8t
Notes:
BRICK DRIVEWAY VIOLATES EASEMENT ALONG
FRONT LOT LINE.
MIGUEL ESPINOSA LAND SURVEYING, INC.
10665 SW 190TH Street
Suite 3110
MIAMI, FL 33157
PHONE:(305) 740-3319
FAX #:(305)669-3190
LB # 6463 1E.
Accepted By: .4
A.rvm_.'. -' ;:m. Y:;..ar ;a.:xa'x sue.. zme-, azm;s.4.
Survey: A-20266 Page 1 of 2 Not valid without all pages
-' �:£�a`351 °""aT-�' "i3P".93rS'iq"lS'
ew•,Ci,.'ei:.*3.�._.,cr1:`.::a.H.?,"*r..:�^1'+.>xu2,_Pk«L'.'i�'x:[;d�'Yw�Sye'u`w^T.. L3�3'd::�'iv
Surveyor's Legend
ti.,„,M,.......�.m. PROPERLY LINE
STRUCTURE
B.R. BEARING REFERENCE TEL. TELEPHONE FACILITIES
FND
FOUND IRON PIPE /
CONC;, BLOCK WALL,-
PIN AS NOTED ON PLAT
G CENTRAL ANGLE OR DELTA U.P. UTILITY POLE
--x--:< {- CHAIN-UNK•FENCE. OR .WIRE EENGE LB#
LICENSE # - BUSINESS
R RADIUS OR RADIAL E.U.B. ELECTRIC UTILITY BOX
—�J—�';--- `woo �� FENCE ` LS#
-
LICENSE # - SURVEYOR
RAD. RADIAL TIE SEP. SEPTIC TANK
---o--- [RON FENCE CALC
CALCULATED POINT
N.R. NON RADIAL D.F. DRAINFIELD
---_" _ EASEMENT �' ' SET
SET PIN
TYP. TYPICAL A/C AIR CONDITIONER
---- - CENTER LINE A
V
CONTROL POINT
I.R. IRON ROD'" S/W SIDEWALK
WOODDECK
,,-
CONCRETE MONUMENT
I.P. IRON,PIPE DWY DRIVEWAY
,!�
- ,- - ij�
BENCHMARK
N&D ' NAIL k'DISK SCR. SCREEN
-:'. ".i CONCRETE ELEV
ELEVATION
PK NAIL PARKER-KALON NAIL GAR GARAGE
..7-.,..7,J-- - P.7.
�L11� ASPHALT
POINT OF TANGENCY
D.H. DRILL HOLE ENCL. ENCLOSURE
, ,
q., P.C.
POINT OF CURVATURE
WELL N.T.S: NOT TO SCALE
r My%N BRICK, /`TILE P.R.M.
PERMANENT REFERENCE MONUMENT ® FIRE HYDRANT F.F. FINNISHED FLOOR
P.C.C.
WATER
POINT OF COMPOUND CURVATURE ,,, M.H, MANHOLE T.O.B. TOP OF DANK
P.R.C.
POINT OF REVERSE CURVATURE
O.h.l. OVERHEAD LINES E.O.W. EDGE OF WATER
-•'- APPROXIMATE EDGE OF WATER P.O.B.
pQItJT OF BEGINNING
TX TRANSFORMER E-O.P EDGE OF PAVEMENT
P.O.C.
POINT OF COMMENCEMENT
CATV CABLE TV RISER C.Y.G. CONCRETE VALLEY GUTTER
COVERED AREA
L.s----'-- P,C.P.
PERMANENT CONTROL POINT
W.M. WATER METER B•S;L, BUILDING SETBACK LINE
TREE M
FIELD MEASURED
P/E POOL EQUIPMENT S•T_L• SURVEY TIE LINE
Yr POWER POLE. P
PLATTED MEASUREMENT
CONC. CONCRETE SLAB C� CENTER LINE
1. ill CATCN BASIN D
DEED
ESMT EASEMENT R/W RIGHT-OF-WAY
C.U.E. COUNTY LTIL'i•Y EASEMENT C
CALCULATED
D.E. DRAINAGE EASEMENT p,UF, PUBLIC UTILITY EASEMENT
LE'A.S:, INGRESS / :'.GPESS EASEMENT L.M.E.
LAKE OR LANDSCAPE MAINT.
ESIAT. L D E LANDSCAPE BUFFER EASEMENT C.M,C• CANAL MAINTC.RANCE EASEMEN?
U.E. UTILITY EASEMENT R.O.[.
ROOF OVERHANG EASEMENT
L-A.£- LIMITED ACCESS EASEMENT ANCHOR EASEMENT
k. E.
r•�• s4
.. :.vz;.R::Za�'ffi�'�'=.+3.a'..'�.c '°s�'rray.a °saX�*3��tv�»-.unmiF
10108 CROSBY PLACE
���ac� �nma
amwms� _
PORT SAINT LUCIE, FL 34986
4—
General Notes:
L .
NI
1. The Legal Description used to perform this survey was supplied by
®
others. This survey does not determine or is not to imply ownership.
C
T'
2. This survey only shows above ground improvements. Underground
A
utilities, footings, or encroachments are not located on this survey map,
j
3. If there is a septic tank, well, or drain field on this survey, the location
®
of such items was shown to us by others and the information was not
I
verified.
0,.
4. Examination of the abstract of title will have to be made to determine
N
S
recorded instruments, if any, effect this property. The lands shown herein
-
C
were not abstracted for easement or other recorded encumbrances not
M ;R
A
shown on the plat.
5. Wall ties are done to the face of the wall.
1` t+�
6. Fence ownership is not determined.
t,P;
7. Bearings referenced to line noted B.R.
t
Sy ,Ail i� �
8. Dimensions shown are platted and measured unless otherwise
/j' {] <YN C Af. /� 1 ii ! c]dl +ek P
n.a.a 8:261 NrVECq.la�wry
Shown.
Ai>35:5t 1 'S-Ow !_.c;SV li .'Yi51:Lfi'i£3 :s.,.f 3 vHY'vs i T..':.�L.-'R v^.{..Q;'„4i
:9il -` 4
No identification found on property comers unless noted.
CommdnitylNumber UNINCORPORATEDI 120285
10. Not valid unless sealed with the signing surveyors embossed seal.
11. Boundary survey means a drawing and/or graphic representation of
Panel Number: 0275
the survey work performed in the field, could be drawn at a shown scale
Suffix:
and/or not to scale.
12. Elevations if shown are based upon NGVD 1929 unless otherv�iise
Date of Firm Index:
noted.Flood
Zone: X
3. This is a BOUNDARY SURVEY unless otherwise noted.
This survey is exclusive for the use of the parties to whom it is
Base Flood Elevation: N/A14.
certified. The certifications do not extend to any unnamed parties.
Date of Field Work: 2/9/2011
iE_'WAAcr
Date of Completion: 2/11/2011
Ri
23 .... 233"d�.t .�rc Certified To. D�SM NIG AMP LLA`T RSA AMPA(N 11M-I AN� t� NG $ "
,,.Certified
TITLE INSURANCE COMPANY,
SEACOAST NATIONAL
BAN}5.,. (ts'sucCesso�s,and1,massigns=as their -interest
mayappear
L gal Descript o ALL dF T 64, A R HE LA P D THE E a S INS;
RECORDED IN PLAT BOOK 38, PAGE(S)
2, 2A THROUGH 2C,
PUBLIC RECORDS OF ST LUCiE COiJNTY; F'Li0`RtDA,
PRINTING INSTRUCTIONS:
While viewing the survey in any Acrobat Reader, select the
File Drop -down and select "Print"
Select a color printer, if available, or at least one with 8.5" x
14" paper.
Select ALL for Print Range, and the # of copies you would like
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Under the "Page Scaling" please make sure you have
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Do not check the "Auto Rotate and Center" button.
Check the "Choose Paper size by PDT ,,checkbox.
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D
Survey: A-20266 Page 2 of 2 Not valid without all pages.
2x8 SMB
2x8 SMB
2x8 SMB
2x8 SMB
Lx0 •71VIa
j/V
DESIGN CRITERIA
-2010 F.B.0
-PER ASCE7-10
-WIND ZONE=150 MPH
-EXP B
-CATEGORYI
- APPLED UNIT LOADS, COMPONENT
DETAILS AND FASTENING REQUIRMENTS
AS PER THE ATTACHED 2010 AAF
DESIGN SPECIFICATIONS. APPLICABLE
DE I AILS ARE MARKED AS SHOWN AND
ARE TO BE PART OF THE SITE SPECIFIED
DESIGN CRITERIA FOR FABRICATION
AND INSTALLATION.
BUS: 561-753-7734, FAX:,561-753-7634
'3269 SW.42-AVE,,PALM-CITY; FL34990
-EMAIL floridascreenbuilders@comcastnet
9NESSITE iloridascreeribuilders.cam
-STATE1-ICENSE:; CB C1254009
k5�"S�UPEIR
�
�
ELEV'A'
ELEV'A'
GUTTER
io
m
io
N i
N
EXISTING COVERED PORCI I
2x3 (TYP)
L--------------------------
N
b" SUPER GU 1 1 ER
in
2x3 (TYP)
r;
IN
N � m
tD n
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fn
to
N
ca
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N
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N
N
N
N
N
N
N
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2x3 (TYP)
N
n
N
2x3 (TYP)
5'-8%°
3"
O
C�7
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W
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17
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So m
O Z
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EXISTING CONCRETEPATIO W/-FTG'S
2x3
2x3
2x8 SMB
2x8 SMB
ULIL
2x8 SMB
DFTAII. NOTFR1
COLOR: BRONZ€p)y
ROOF SCREEN:18/14 1€_�
WALL SCREEN: 18/14 � sfi-
DOMENIC CAMPONELLA
101D8 CRO81BYPL
PSL, FL'34986
518-.368=9971