HomeMy WebLinkAbout2765 River Landing Dr (2)DEC
Application No:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $
19!5 0 �
Job Address: 7'1(o-5 R „4t r Lana i n a; Tr • Historic District: Yes ❑ No
Parcel ID• -'2J& - 19- 3 0 - 5 Sy - 0000 - (120 Zoning:
Description of Work: cGn eridoourz- u 3'' y'1' i{yoa� ex �� 510io
Plan Review Contact Person: Gel S6 kC r- I Title: PfCS
Phone: 40-1 '% I A U 4 Mil Fax: 401 -565-319(f E mail:=5ur)6t1Zs- di nc QQAA
Property Owner Information
Name M 1 40 -met -3, Phone: 407 631- => kC'O
Street: Color al Cen4{r PV -w— q * 7.40 Resident of property?: Q0
City, State Zip: LoX4 Ho r4 _ FL 32-1 tg
Contractor Information
Name 'G> t Al h4, Phone: 401 %I - 99 iq ec/1 407 aZ -?-778
oC'
Street: 510 i-U.K C LL r�Gllt -os Fax: 40 7 5 - 319' -
City, State Zap: eh 010 otC-- FL -=-)2-7(0(P State License No.: �C0484a3
Architect/Engineer Information
Name: 500) t 4 Phone: -;zr& 7(07 - If i74t
Street: 41q1 rkX. ru 01 Fax: 38(a -7&-7 - 65�&
city, st, Zip: Pc>r+ Q' Lc in FL S-2/7-7 E-mail: d7a_, n Px1 0- le bPe - t 40/ 1
Bonding Company:
Address:
Building Permit O
Square Footage:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical O
New Service - No. of AMPS:
Mechanical O (Duct layout required for new systems)
Plumbing 0
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm O No. of beads:
11/29/2011 20:39 4078307778
SUN STATE SIDING PAGE 02/03
R,tQ e (-v i, e- ,►)
Application is hereby made to obtain a permit to do the wo;k and installations as indicated. I certify that no
work or iustalladou has couuntanced prior to the issuance of a pCrmit and that all work will be performed to
meet standards of all laws regulating eonstruotion in this jurisdiction. I understand that a separate permit
meat be secured for electrical work. plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
ODYN` ER'S`AFFEDAVIT: I certify that xH of the foregoing information is accurate and that all work will
be dobe in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEhMNiT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR. PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FMT INSPECTION. - IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agetaeies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released. /
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"4/ I Z -s =La / )
Date sigaatnre of Coon>1clWAgaat V Due
4l�l1
319DAMM OtNotwy�3twre of Florida •_ Date r
PATRICIANWM
MY COMMISSION 0 DD 813407
EXPIRES: September 2, 2012
h ' Badd Tlw Nowt Puble I!"d�
Owner/Agent is Personally Kaown to Me or
Produced 11D ' - Type of ID
Devulm 6. (>1=1S WV-. la,
Print ConautWAr paf s Now
7
Si -S
P' DEBBIE BLANTON
:°.
_',g -A, Notary Public -State of Florida
"e My Comm. Expires Feb 25, 2015
.;;,�,I111,�s'.•` Commission # EE 60182
Bonded Through National Notary Assn.
Contractor/AgeAt is Personally Known to Me or
Produced lDType of IA
APPROVALS: ZONING: ?AM 04-0— UTILMFS: WASTE WATER:
ENG1NEERlNG; FIRE: BUILDING- /.2
COMMENTS; qr
SUN STATE SIDING, INC.
510 LAKE LENELLE DRIVE
CHULUOTA, FL 32766
407 830-7778 phone
407 365-3194 fax
Submitted to:
M/1 Homes of Orlando, LLC
300 Colonial Center Parkway, #200
Lake Mary, FL 32746
PROPOSAL
State License SCCO48423
PROPOSAL# 1
DATE 11/28/2011
Job Location:
Riverview Townhomes
We propose to furnish all the materials and perform all the labor necessary for the completion of:
Furnish and install screen room on existing slab with 3" Elite panel roof
with 12" overhang, extruded drip edge fascia, 14' of 6" gutter and (1) 3 x 4 downspout,
(1) 3'0" x 6'8" screen door, 18 x 14 charcoal screen, finish caulk both sides.
Chair rail height 36"
Model
Lexington
Trenton
Princeton
COLOR: WHITE OR BRONZE
Price
51,950.00
$2,200.00
$2,200.00
All material is guaranteed to be as specified and the above work to be performed in accordance with the drawings
and specifications submitted for the above work and completed in a substantial workmanlike manner for the
sum of: SEE ABOVE
With payments to be made as follows: PER CONTRACT
Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders
and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays
beyond our control. Owner to cavy fire, tomado, and other necessary insurance upon the above work.
Workman's Compensation and Public Liability insurance on above work to be taken out by Sun State Siding, Inc.
THERE WILL BE A $50.00 BOOKKEEPING CHARGE IF THE INVOICE IS NOT PAID IN 30 DAYS.
Submitted by DONALD G. GEISSLER, JR.. PRESIDENT
This proposal may be withdrawn by us if not accepted within 30 days.
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to perform the work
specified. Payment will be made as outlined above.
Signature Date
Printed Name
Land Surveyors
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SUN STATE SIDING, INC.
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LbT CHULU
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DONALD G. GEISSLER, JR.
S C 23
4t7 8 0-7778 PHONE/407 365-3194 FAX
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1
ALUMINUM STRUCTURES DESIGN MANUAL STATEMENT
1 hereby certify that the engineering contained in the following pages Ws been prepared in compliance with
ASCE 7-05 and the writers interpretation of The 2007 Florida Building Code with 2009 Supplements.
Chapter 20 Aluminum, Chapter 23 Wood and Pan IA o1 The Aluminum Association of Washington, D.C.
Aluminum Design Manual Part IA and AA ASM35. Appropriate multipliers and conversion tables shall be
used for codes other than the Florida Building Code.
Structures sized with this manual are designed to withstand wind velocity bads, walk-on or Ove loads,
andlor loads as listed in the appropriate span tables.
An wind loads used in this manual are considered to be minimum loads. Higher bads and wind zones
may be substikrted.
Pursuant to the requirements F.S. 489.113, Subsection 9, the following requirements are hereby
listed:
1. This master file manual has been peer reviewed by Brian Stirling, P.E. NM927 and a copy of his letter
of review and statement no financial interest is available upon request. A copy of Brian Stidirgs' tenet is
posted on my wgb site, wwwJebpe.com.
2. Any user of this manual, for the purpose of acquiring permits, inirst be a licensed Architect Engineer,
or Contractor (General, Building. Residential, or Aluminum Specialty) and are required to attend my
continuing education class on the use of the manual prior to becoming a authorized user and bi-annua ly
thereafter.
3. Structures designed using this manual shall not exceed the limits set forth in the general notes
contained here in. Structures exceeding these Writs shall require site specific argineer1%
INDEX
This packet should contain all of the following pages:
SHEET 1: Aluminum Structures Design Manual, Index, Legend, and Inspection Guide for
Screen and Vunyl Rooms.
SHEET 2: Checklist for Screen, Acrylic b Vinyl rooms, General Notes and Specifications,
Design Statement. and Site Exposure Evaluation Form.
SHEET 3: Isometrics of solid roof enclosure and elevations of typical screen room.
SHEET 4: Post to base and purfm details.
SHEETS: Beam connection detals.
SHEET 6. Knee wall, dowel and footing details.
SHEET 7: Span Examples, Beam splice locations and detail, Alternate seff-mating beam
to guitar detail.
SHEET 8-110: Tables showing 110 mph frame member spam.
SHEET B-120: Tables showing 120 mph frame member spans.
SHEET 8-130: Tables showing 130 mph frame member spans.
SHEET 8-140: Tables showing 140 mph frame member spam.
SHEET 9, Mobile home attachment details, ribbon footing detail, and post to beam and
anchor schedules.
SHEET 10A: Solid roof panel products - General Notes 8 Specifications, Design Statement,
design bad tables, and gutter to roof details.
SHEET 10B: Roof connection details.
SHEET IOC: Roof connection details, valley connection elevation, plan d section views,
pan & compostile panels to wood frame details, super til extruded gutter to pan
roof details.
SHEET IOD: Roof to panel details, gutter to beam detail, pan fascia b gutter end cap water
relief detail, beam connection to fascia details. pan roof adroring details.
SHEET IOE: Panel roof to ridge beam ® post details, typical insulated panel section,
composite roof panel with shingle finish details.
SHEET 1OF: Tables showing allowable spans and applied bads for riser panels.
SHEET IOG: Manufacturer specific design panel.
SHEET IOH: Manufacturer specific design panel.
SHEET 11: Die shapes b propenes.
SHEET 12: Fasteners - General notes d specifications. Design statement. and allowable
bads tables.
EAGLE 6061 ALLOY IDENTIFIER71 INSTRUCTIONS
FOR PERMIT PURPOSES
To: Plans Examiners and Inspectors.
These Identification instructions are provided to contractors for permit purposes. The detail below illustrates
our unique 'raised' extemal Identification mark (Eagle 6061 "') and its location next to the spline groove, to
signify our 6061 alloy extrusions. It is ultimately the purchaser's / contractor's responsibility to ensure that the
preper.alloy is used in conjunction with the engineering selected for const uctlon. We are providing this
Identification mark to simplify Identification when using our 6061 Alloy products.
A separate signed and sealed certification letter from Eagle Metals will be provided once the metal is
purchased. This should be displayed on site for review at final Inspection.
The inspector should look for the Identification mark as specified below to validate the use of 6061
engineering. ,n
EAGLE 6061 I.D.
DIE MARK
LEGEND
This engineering is a portion of the Aluminum Structures Design Manual ('ASDM') developed and o✓.ned by Bennett Engineering
Group, Inc. ('Bennett'). Contractor acknowledges and agrees that the following conditions are a mandatory prerequisite to Contractor's
purchase of these materials
1. Contractor represents and warrants the Contractor.
1.1. Is a contractor licensed in the state of Florida to build the structures eri mpassed in the ASDM:
1.2 Has attended the ASDM training course within two years prior to the data of the purchase;
1.3. Has signed a Masterfile License Agreement and obtained a valid approval card from Bennett evidencing the ficenss
granted in such agreement.
1.4. Will not alter, amend, or obscure any notice on the ASDM:
1.5. Will only use the ASDM in accord with the provisions of Florida Status section 489.113(9)(b) and the notes limiting the
appropriate use of the plans and the calculations In the ASDM:
1.6. Understands that the ASDM is protected by the federal Copyright Act and that further distribution of the ASDM to any
. third parry (other than a local building department as pan of any Contractor's own work) would constitute infringement of
Bennen Engineering Group's copyright; and
1.7. Contractor is Soley responsible for its construction o1 any and an structures using the ASDM.
2. DISCLAIMER OF WARRANTIES. Contractor acknowledges and agrees that the ASDM is provided *as Ls' and *as available.'
Bennen hereby expressly disclaims all warranties of merchantability, fitness for a particular purpose, and non-inhingemenl In
particular, Bennett its officers, employees, agents, representatives, and successors, do not represent or warrant that (a) use of the
ASDM will meet Contractor's requirements (b) that the ASDM is tree from error.
3. LIMITATION OF LIABILITY. Contractor agrees that Bennetts entire liability, if any, for any claim(s) for damages relating to
Contrecloes use of the ASDM, which are made against Bennett, whether basso it.. contract, negligence, or otherwise, shall be
limited to the amount paid by Contractor for the ASDM. In no event will Bennen be liable for any consequential, exemplary,
incidental, indirect, or special damages, arising from or in any way related to. Contractor's use of the ASDM, even if Bennett has
been advised of the possibility of such damages.
4. INDEMNIFICATION. Contractor agrees to indemnity, defend, and hold Bennett harmless, from and against any action brought
against Bennen, by any third party (including but not limited to any customer or subcontractor of Contractor), with respect to any
claim, demand, cause of action, debt, or liability, including reasonable anomeys' fees, to the the extent that such action is based
upon, or in any way related to, Contractors use of the ASDM.
CONTRACTOR NAME: DC L�- ►a LD 6 k(Ss Ll,r2- YL–
CONTRACTOR
—
CONTRACTOR LICENSE NUMBER: .1G C-0 lie LJ Tia
COURSE N 0002299 ATTENDANCE DATE:
CONTRACTOR SIGNATURE:
SUPPLIER: t E -
BUILDING DEPARTMENT
CONTRACTOR INFORMATION AND COURSE 00002299 ATTENDANCE DATE HA3 BEEN
VERIFIED: (INITIAL)
INSPECTION GUIDE FOR SCREEN AND VINYL ROOMS
1. Check the building permit for the following: Yes No
0
a. Permit card d address . . . . . . . . . . . . . . . . . . . — —
5 6 A
b. Approved drawings and addendums as required . . . . . . . . —
c. Plot or survey —
pq b 3
plan .
d. Notice of commencement . . . . . .. .. . . . . . . . . . . . .. ..
.1 K
2. Check the approved site specific drawings or shop drawings against the 'AS
R
f••l
BUILT' structure for. Yes No
b height the
a. Structures length. projection. plan as shown on plans. . . . . . .. . —
b. Beam sizes, span, spacing S stitching screws (d required). . . . . . —
c. Purtin sizes. span n spacing . . . .. . . ..... ..... .... .
— —
d. Upright sizes, height, spacing d stitching screws (f required) . . . . . . . ...to
♦ 3
s. Chair rail sizes, length b spacing . . . . . . . . . . . . . . . . . . . . — —
f. Knee braces are property installed (d required) . . . . .... . . . .. . — —
.� m
g. Roof panel saes, length d thickness . . . . . . . . . . . . . .
3. Check load bearing uprights I walls to deck for. Yes No
a. Angle bracket size & thickness . . . . . . . . . . . . . . . — —
b. Correct number, size d spacing of fasteners to upright . . . . . . . — —
c. Correct number, size 8 spacing o1 fasteners of angle to deck and sole plate . . . . — —
d. Upnght Is anchored to deck through brick pavers then anchors shag go through
pavers into concrete . . . . . . . . . . . . . . .
4. Check the load bearing beam to upright for. Yes No
a. Receiver bracket, angle or receiving channel size d thickness . . . . . . . . . — —
J
b. Number, size d spacing of anchors of beam to receiver or receiver to host structure —
?
c
c. Header attachment to host structure or beam . . . . . .
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d. Roof panel attachment to receiver or host sinucture . . . . . . . . . . . . . . — —
for framing check number, size E thickness
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e. If angle brackets are used connections,
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of fasteners.
f. Post to
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to beam attachments slab . — —
S. Check roof panel system for: Yes No
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a. Receiver bracket, angle or receiving channel sae d thickness — —
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b. Size, number d spacing of anchors of beam to receiver . . . . . . . . . . . . _
G Meader attachment to host StrUdUfe or beam —>
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d. Roof panel attachment to recelver or beam. . . . .. . .. . . . . . . . .. — —
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PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF
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HIGHWAY SAFETY d MOTOR VEHICLES DIVISION OF MOTOR
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VEHICLES RULE ISC-2, THE SPAN TABLES, CONNECTION
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DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE
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DESIGNED TO BE MARRIED TO CONVENTIONALLY
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CONSTRUCTED HOMES AND / OR MANUFACTURED HOMES AND
3
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MOBILE HOMES CONSTRUCTED AFTER 1984.
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THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
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BASED ON THE LOAD REQUIREMENTS FOR THE 2007 FLORIDA
/1400,141
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BUILDING CODE WITH 2009 SUPPLEMENTS.
s
JOB NAME M t gormi'S V SHEET
ADDRESS. (.61, 177-
776C(Zl\)U-L0l--P -6
SAu`fQ,9-
DRAWING FOR ONE PERMIT ONLY W12-2010 OF 12
True and correct copy of the original Aluminum Structures Design Manual signed and seated by Lawrence E. Bennett on August 17, 2010.
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DESIGN CHECK LIST FOR SCREEN, ACRYLIC & VINYL ROOMS
1. Design Statement: ,
These plans have been designed in accordance with the Aluminum Structures Design Manual by
Lawrence E. Bennett and are in compliance with The 2007 Florida Building Code Edition with 2009
Supplements, Chapter 20. ASM35 and The 2005 Aluminum Design Manual Pan I•A d 11-A; Exposure
'B'_ or'C'_ or'D'_; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher: 120
MPH or _MPH for 3 second wind gust velocity load; Basic Wind Pressure _ Design Pressures
for Screen I Vicryl Rooms can be found on page 3":
a. 'B' exposure = _PSF for Roofs d PSF for Wags
b. 'C' exposure= _PSF for Roofs d _PSF for Wags
c. 'D' exposure = _PSF for Roofs d _PSF for Wags
Negative I.P.C. 0.18
For *C* or 'D' exposure design loads, multiply 'B' exposure loads by factors in table 3A -C on page 31p.
2. Host Structure Adequacy Statement:
I have inspected and verity that the host structure is in good repair and attachments made to the
structure will be solid.
• (,C Ir),)LtQ- Phone: �61'y4Z�j
tractor I Authorized Rep' Name (please print)
�-Q Date:
Contractor I Authorized Rep• Signature
M 1 1-6T ( -7 L vlt
Job Name E Address
Note: Projection of room from host structure shall not exceed 16'.
3. Building Permit Application Package contains the following: Yes No
A. Project name d address on plans . . . . . . . . . . . . . . . . . . . . . .
B. Site plan or survey with enclosure location . . .
C. Contractor's I Designer's name• address, phone number, d signature on plans . .
D. Site exposure form completed . . . . . . . . .. . .
E. Proposed project layout drawing @ t/8' or 1/10' sale with the following:
1. Plan view with host structure area of anaeMrenl enclosure length, and . .. -
projection from host structure
2. Front and side elevation views with all ddnenslons a heights . . . . . .. . . -
3. Beam span. spacing, d size . .. . . . . . . . . . . . . . . .
(Select beam size from appropriate 3A.1 series tables)
4. Upright height, spacing. b sae . . . . . . . . . . . . .. . -
(Select uprights from appropriate 3A.2 series tables)
(Check Table 3A.3 for minimum upnfghl sae)
'S. Chair tall or girls sae. length. 8 spacing . . . . . . . . . . . . .. . . . . . -
(Select chair rails from appropriate 3A.2 sanies tables) ✓
8 Knee braces length, location, d sae ... . .. .. . . . . . . . ... . . . - -
(Check Table 3/l3 for knee baa size)
4. Highlight details from Aluminum Structures Design Manual: Yes No
A. Beam d purtin tables w/ saes, thickness, spacing, d spans I lengths. Indicate .
Section 3A tables used:
Beam allowable span corwersbns from 120 MPH wind zone. 'B' Exposure W
_MPH wind zone and/or 'C' or 'D' Exposure for load width_
..Look up span on 120 MPH table and apply the following formula:
SPAN REQUIRED ---i I- REQUIRED SPAN NEEDED IN TABLE
/_(bond)=
EXPOSURE MULTIPLIER
(see this page 3)
S. Upright tables w/ saes. thickness, spacing. 8 heights . . . . . . .
(Tables 31.2.1, 3A.2.2, or 3A2.3) - -
Upright or wall member allowable height / span conversions from 120 MPH
wind zone. W Exposure to _MPH wind zone andlor'C' Exposure for bad
width_
Look up span on 120 MPH table and appy the following formula:
SPAN REQUIRED ---i r- REQUIRED SPAN NEEDED IN TABLE
_I_(bofd)=
EXPOSURE MULTIPLIER
(see this page 3)
Yea No �
C. Table 31.3 with beam & upright combination it applicable . . . . . . . . . . . .
D. Connection details to be used such as:
1. Beam to upright
2.
3. Beam to was . .. ........... .. .. . . . ... ...... . -
4. Beam to beam . . . . ... .. . . .. . . . .. . . . . . . . . .. . . . -
S. Chair ren, Iwnns. a knee braces to beams d uprights . . . . . . . . . . . . -
8, Extruded gutter connection . ... . .. . ... . . . . . . . . . . . .. .
E. U-cglp, angles and/or sob plate to deck . . .. . . . . . . . . . . . .. . .
Foundation delail type d sae . . . . . . . . . . . . . . . . . . . . . . . . . -
Must have attended Engineers Continuing Education Class within the past two yeah.
'• Appropriate multiplier from page 1.
GENERAL NOTES AND SPECIFICATIONS
1. Certain o1 the following structures are designed to be manned to Site Built Block, mood Mame or DCA approved
Modular structures of adequate structural capacity. The contractor / home owner shag verity that the host
structure is in good condition and of sufficient strength to hold the proposed addli�n.
2 If the home owner I contractor has a question about the host structure, the owner (at his expense) shall hide an
architect or engineer to verity host structure capacity.
3. The structures designed using this section shall be limited to a maximum projection of 16, using a 4' existing
slab and 20r -W with a type II tooling, from the host suueture.
4. Freestanding structures shall be limited to the maximum spans and size limits of component pans. Larger than
these limits shall have site specific engineering.
5. The proposed structure must be at least the length or width of the proposed structure whichever is smaller, away
from any other structure to be considered free standing.
6. The following rules appy to attachments involving mobile and manulactured homes:
a. Structures to be placed adjacent to a mobile / manufactured home shag use'founth wall construction'. This
applies to util'y sheds, carpons, and / or other structures to be attached.
b. 'Fourth wan construction' means the addition shall be self supporting with only the roof hashing of the two
units being anached. Fouts wall construction is considered an attached structure. The most common `lounth
wall construction' is a post r3 beam frame adjacent to the mobile / manufactured home. The
same span tables can be used as for the front wall beam. For fount wall beam use the carrier beam table.
The post shall be sized according to this manual andldr as a minimum be a x 3' x 0.050' with an 18'x2' x
0.044' knee brace at each end of the beam.
c. It the mobile I manufactured home manufacturer ceniftes in writing that the mobile home maybe anached to,
then a Younh wag' is NOT required.
S. Section 7 contains span tables and the attachment details for pans and composite panels.
6. Screen wags between existing walls, floors, and ceilings are considered infins and shall be allowed and heights
shall be selected from the same tables as for other screen walls.
7. When using TEK screws in lieu of S.M.S., longer screws must be used to compensated for drill head.
8. For high velocity hurricane zones the minimum live load / applied load shag be 30 PSF.
9. All specified anchors are based on an enclosed building with a 16' projection and a 7 over hang for up to a wind
velocity of 120 MPH.
10. Spans may be Interpolated between values but not extrapolated outside values.
11. Definitions, standards and specifications an be viewed online at www.lebpe.coni
12. When notes refer to screen rooms, they shall appy to acrylic I vinyl roans also.
13. Ag gutter systems In which the back of the gutter is at or above the pan rib or above the top surface of a
composite panel roof shall have a minimum 2' diameter hole In all gutter and caps or alternate water relief ports
In the gutter.
14. An aluminum extrusions shall meet the strength requirements of ASTM B221 after powder coating.
15. All aluminum shall be ordered as to alloy and hardness after heat treatment and pttint is applied. Example:
6063-T6 after heat treatment and paint process
16. Framing systems and room additions using this section of the manual comply w/ requirements of the AAAA /
NPEA / NSA 2100.2 for category 1. It, d III sunrooms, non -habitable and unconditioned.
17. Post members set in concrete as shown on the following details shag not require knee braces.
18. Aluminum metals that will come in contact with ferrous metal surfaces or concrete /masonry products of pressure
treated wood shall be coated w/ two coats of aluminum metaWnd-masonry, paint or a coat of heavy -boded
bituminous paint. or the wood or other absorbing material shall be painted with two coats of aluminum house
paint and the joints sealed with a good quality caulking compound. The protective materials shall be as fisted in
section 2003.8.4.3 through 2003.8.4.6 of the Florida Building Code or Corobound Cold Galvanizing Primer and
Finisher.
19. An fasteners or aluminum parts shall be corrosion resistant such as non magnetic stainless steel grade 304 or
316; Ceramic coated, double zinc coated or powder Coated steel fasteners. Dry fasteners that are
warranted as corrosion resistant shall be used; Unprotected steel fasteners shag not be used.
20. Any structure within 1500 feet of a salt water area; (bay or ocean) shah have fasteners made of non-magnetic
stainless steel 304 or 316 series.410 series has not been approved for use with aluminum by the
Aluminum Assodaton and should not be used.
21. Any project covering a pool with a salt water chlorination disinfection system shah use the above recommended
fasteners. This Is not limited to base anchoring systems but includes all connection types.
22. Screen, Acrylic and Vinyl Room engineering Is for rooms with solid wall areas of less than 40%, pursuant to FBC
1202.1. Vinyl windows are are not considered solid as panels should be removed in a high wind evenL For
rooms where the glazed and composite paneUsolid wall area exceeds 40%, gtass room engineering shag be
used.
SECTION 3A DESIGN STATEMENT
The structures designed for Section 3A are solid roofs with screen or vinyl walls and aro considered to be enclosed
structures designed to be married to an existing structure. The design wind loads used for screen d vinyl rooms are
from Chapter 20 o1 The 2007 Florida Building Code with 2009 Supplements. The loads assume a mean roof height
of less than 30'; roof slope of V to 20% 1= 0.87 for 100 MPH zone, I = 0.77 for 110 MPH and higher zones. Ah bads
are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (#ISF). Negative internal
pressure coefficient Is 0.18 for enclosed structures. Anchors for composite parr; roof systems were computed on a
load width of 10' and 16 projection with a 7 overhang. Any greater load width shag be site spedfieAll framing
components are considered to be 6061 T-6 except where noted otherwise.
Section 3A Design Loads
for Screen, Acrylic & Vinyl Rooms
Exposure 'W
Nora:
FtWnbV systems d screen. VW and gums Rooms We Considered to be nihil hams rmbtarres mnponenD. To roman Uro
above 101161 from
poll 'W to 6grmwsa'C or'W see Table 3AC not page.
Table 3A -A Conversion Factors
for Screen b Vinyl Rooms
C.w.w •7A IJOY 1MwA fwww ,w rNl.wrw=�,.w.,.,w "Yw
Root Walls
Wind Zone Applied Load Deflection Bending Applied Load Denection Bending
MPH d l to)
+Do
10.0
1.09
1.14
12.0
+.08
1.12
110
11.0
1.06
1.09
110
1.05
1.07
t2o
00
100
1.00
15.0
t00
1.00
123
113
0.99
0.99
15.9
0.98
0.97
13o
is.o
0.95
0.93
16.0
0.94
0.91
140.162
17.0
0.91
0 87
21 0
0.09
0.65
iso
20.0
0.1.1
0.61
24.0
065
0.79
Table 3A-13 Convention Factors
for Over Hangs
From exposure 'B'to exposure 'C'
ApplledLoad Deflection Bending
d
Exposure 'S" to'
"A
1.01
1.02
Z5
47.1
1.01
1.01
DWIndZons
411.3
1.00
100
Height'
50.11
0.99
097
eomerabn
56.6
0.95
0.92
65.7
0.90
0.86
Factor
65.7
0.90
0.66
150
75.4
066
0.110
Conversion Table 3A -C
Load Conversion Factors Based on Mean Roof Height from Exposure 'B' to 'C' d "D'
. use urger mean rod height of host structure or anddsure
Vahan we hem ASCE 7.05
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EXPOSURE. 'C OR'D' EXPOSURE IN ANY QUADRANT MAKES THE SITE THAT EXPOSURE.
EXPOSURE C: Open terrain wih mattered obstructions, including surface undulaltons or other
Irregularities, having heights generally less than 30 feet extending more than 1,500 feet
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EXPOSURE C: Open terrain wih mattered obstructions, including surface undulaltons or other
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12
OF
Yrue and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennetton August 17, 2010.
INTERIOR BE
(PER TABLES 3A
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
(PER SOLID PANEL
ROOF SECTION)
RIDGE BEAM
(PER TABLES 3/.1.4)
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Li
z
,6 ±-
EDGE BEAM (SEE TABLES c
3A. 1.1 d 3A.1.2) `' =
LW FOR o d
ap
// p
H UPRIGHT EIGHT (h)
MIN. 3-1/2' SLAB ON GRADE S
VARIES OR RAISED FOOTING y 3
TYPICAL SCREEN. ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS mj m
W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 7)
. (HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1' x 2' PLATE TO BOTTOM OF WALL BEAM)
LW LOAD WIDTH
FOR ROOF BEAM ALTERNATE CONNECTION
P1 'P2' - @ FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS)
(SEE TABLES) w
J
w
c a
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SOLID ROOF x Z o
NO MAXIMUM w N j 20 b w
(ELEVATION SLAB OR GRADE) a O "' to
Xt P = PROJECTION FROM BLDG. uj
VARIES VARIES LW = LOAD WIDTH m - -J (1) m U
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NOTES: 'P VARIES ru Q- I' -
o 3 IX
1. ANCHOR 1' x Y OPEN BACK EXTRUSION W/ 1/4' x 2-114' CONCRETE FASTENER MAX OF 7-0' O.C. a to W W > uJ m S
AND W/ IN G EACH SIDE OF UPRIGHT ANCHOR 1'x2' TO WOOD WALLW/ #10 x 2.12' S.M.S. W/j ii Q c LLO
WASHERS OR #10 x 2-12' WASHER HEADED SCREW 2'-0- O.C.. ANCHOR BEAM AND COLUMN
_ o
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS Q EACH POINT OF ug J z m O
CONNECTION.p V O c H
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P2 OR P2 + O.H. C 3 U U m -M
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A1.3 F )- Q W c w
4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING v N Z 5 z
CONVERSION: " W m
1100-1231 130 1150
W Lu m8
#8 #10 #12 012 v Z U o
TYPICAL SCREEN ROOM a 01 ~
SCALE: 1W = I -(r F J n ~
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08-12-2010
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10
True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on August 17, 2010.