HomeMy WebLinkAbout306 Maybeck Ct (3)t'1
11/22/2011 20:52 4078307778
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SUN STATE
DI AGE 02/05
NOV 2 9 2011
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ' JH Documented Construction Value: $ Z7"Qo
Job Address: _ �t MC"'y 10ccK- (2cwrt— Historic District: ve3 D No
Parcel 10D: Z(a 1 �' 3O - �y ooj -- . 0188 Zoning:
• a3%)Mit 1
Description of Work: �r'rW"\ 6nrIQ U(L 4'�3E r- crof or, eX��firet= g b
Plan Review Contact Person: Gel 561 e t' Title- RffS
Phone: 40-1 4&(-ggA9 ctii Fax:4o-i 365-314 E-mail:naOaok-Caen
Property Owner Information
Name Phone: `k0 1
Street:'Co\omul tom' INA(! PV-Wy 240 Resident of property?: o
City, State Zip: L o k4 M A N FL 3-Z'7
Contractor Information
Nance Phone: 40'7 4U 1- 99 :9q ad/ - 407 8Z 47-779
Street: 51 o L ki4 C L.0 t1L11z Dl- Fax: 40 "► 0�bkk 5. 319
City, State Zip: eh v 1 o otcL Fi- State Lieense No.: -'kZ6 84QZ
Architect/Engineer Information
Name:ym e-4Jr Phone: &, ?(p % I f -7?
Street: 4 Iq 1 r y 0+ 3i' �}- Fax: -7 &-7 - 1�
city, st, zip: F64' OL'o-i,� t rL S71 Z7 E-mail: Q-Wh1(71 jj @- 14boc. eoin
Bonding Company:
Address:
Building Permit 0
Mortgage Lender:
Address:
PERMIT INFORMATION
SquareFootage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical O Plumbing O
New Service - No. of AMPS: New Construction - No. of Fixtures:
Mechanical 17 (Duat layout roquircd for new systcm)
Fire Sprinkler/Alarm O No. of heads:
ey
11/22/2011 20:52 4078307778
SUN STATE SIDING PAGE 05/05
Application is bareby made to obtain a permit to do the work and installations as indicated. I eerrify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical vvoirk, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
O'W'NER', AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in complisuce with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME1NCL ENT 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
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
O CE: 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 agencies.
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 exceated contract is wired 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.. /
Sig utmAgeut Dau Sigutum of ConnatodAip w Dau
A kotA 9(itdI/Jena 90wit-V G. (ii-15SLr'2 J(L.
Pr' Agont' Nano PrintC=mwtWAgau'sName
Sigaamto ofNotarySam of Florida Dau Signature ofNotary,smteotnoriao Woe
� fy PA7RICIA A S"
MY COMMISSION A DD 813407
F
EXPIRES: Septwtber 2, 2012
1P/, ' Borrlod 11ru Nohry iuDAe Undpwdton
Owner/Agent isA' Personally Known to Me or
Produced In ' Type of ID _
Contractor/Agent is PersoW11y Known to Me or
Produced ID Type of1l)
A
APPROVALS: ZONING: iTTILITTES: WASTE WATER:
ENGINEERING:
COMMENTS:
FIRE:
BUILDING: ► ,�o
SUN STATE SIDING, INC.
510 LAKE LENELLE DRIVE
CHULUOTA, FL 32766
407 830-7778 phone
407 365-3194 fax
Submitted to:
M/I Homes of Orlando, LLC
300 Colonial Center Parkway, #200
Lake Mary, FL 32746
PROPOSAL
State License SCCO48423
PROPOSAL# 1
DATE 10/22/09
Job Location:
Riverview Townhomes
Models: Trenton 8 Princeton
We propose to furnish all the materials and perform all the labor necessary for the completion of:
Furnish and install an 8'x 12' 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"
$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 carry fire, tornado, 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 Nalene
ffMW if 64*80Ciate*1nM
Land. Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788.88oe
Member of the Fk dde Surveying and Mappdrmg Swely and Amwtcan Congress on Surveying and MagWiV
Map of Survey /-ar�� R
- A cl ,-F
FACE
PERMIT #. C„x.
QFCURVE TABLE
CURVE I LENGTH I RADIUS I Delta
C1 1&59 12.50 85'1149'
Lot 184
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�Lct 185 Lot 18B Let 187 Lot 1W21 r Lot 189 Lal 110 191 m y
a
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N 00°10'00' W 176.10
N 00°10'00' W 245.50
CIL Maybeck Court
(34' R/0Y) Tract 'B'AGi;m
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LEGAL DESCRIMON
Lots , 188,
'Riverview Townhomes Phase !I'
sooaro8hg In Oma phdR Ore►eodas reoondded Lr platboak 75 aipage(r;) b1- 58 of
OrapudBcreoanrtsofSerrmbmoAe Caohy AWda.
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1. Tft a a Surveyper ammed in O,e lido, if 0 POSED.
2 No aevial, surfaw or subswbe a utmNy brataflabo 4 rmdwground improvanenfs or
subsuffa elberfare,Groadm,ents 8&!: were or fated
a &4*V tic shown are to Ore emmeriw unfihahed fbundafto au bw orfbrmboar e
4. Sevs*w shown harem, f any, am amu ed and were obh*W ft mm approved
COn5&wGft p610 p10Ylded by Me Chem wftw oftrwin,fled and am dom
Orly to deppW Oma proposed or acW draFerermoe in alwabb, mAWwe to Me aswnW
temporary &wMw ark whom, hereon.
S 7Ae parcel dmom, hNea, is subject to atl.easenmerhfs reser-dont ►esft9cm and
Pub* Re=* hashasa bemm made a not on Ohio dwow t No search of Oma
8 The lapel desarD0 shown hweon L4 8s Ar nWW bydlenL
7. PM W and meawred Owfor rs and dbecflona are Me same unlaw oftn"se noted
OL Copies of Omfs Swwvy may be made ffrgo OrOnal bansaeborr oMy.
• Denofas M* bon rod war ptesbc wp marked 0407. or W iron rod WIM
red pfbs0o cap madte 1ff&,ews Caner ; unAw o&w wft no0ed
o DefWw PGP: P Vnnane,t wnbd poamo
■ Denotes ParmanentRelhrence Monument
0 201him A Asardafes Inc, Alldlplds reserved
CITY OF SANFORD • RInLOINS PLAN REVIEW
PLM'!r,'G A' NP DEVELOME►NT SERVICES
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SUN STATE SIDING, INC.
510 LAKE LENELLE DRIVE
nULUOTA, FL 32766
DONALD G. GEISSLER, JR.
SCCO48423
407 830-7778 PHONE/407 365-3194 FAX
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ALUMINUM STRUCTURES DESIGN MANUAL STATEMENT
I hereby certify that the engineering contained in the following pages harbeen prepa,nd 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 Pan IA and AA ASM35. Appropriate multipliers and conversion tables shall be
used for codes other than the Florida Budding Cade.
Structures sized with this manual are designed to withstand wind velocity loads, walk-on or Ove bads,
andlor bads as listed in the appropriate span tables.
All wind loads used in this manual are considered to be minimum loads. Higher bads and wind zones
may be substituted.
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 Stirring, P.E. 834927 and a copy of his letter
of review and statement no financial interest is available upon request A copy of Bean Stirlings' letter is
posted on my wgb site, www.lebpe.com.
2. Any user of this manual, for the purpose of acquiring permits, must 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 Ily
thereafter.
3. Structures designed using this manual shag not exceed the "is set forth in the general motes
contained here in. Structures exceeding these limits shag require site specific engineering.
INDEX
This packet should contain all of the fdbwmg pages:
SHEET 1: Aluminum Structures Design Manual, Index, Legend, and Inspection Guide for
Steen and Vunyl Rooms.
SHEET 2: Checklist for Screen. Acrylic a 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 purgn details.
SHEETS Beam connection detas.
SHEET G Knee wall, dowel and looting details.
SHEET 7: Span Examples, Beam splice locations and detail, Alternate self -mating beam
to gutter detail.
SHEET 8-110: Tables showing 110 mph frame member spam.
SHEET 8.120: Tables showing 120 mph frame member spam.
SHEET 8-130: Tables showing 130 mph frame member spam.
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 IOA: Solid roof panel products - General Notes a Specifications, Design Statement
design bad tables. and gutter to roof details.
SHEET tOB: Roof connection details.
SHEET IOC: Roof connection details, valley connection elevation, plan a section views,
pan a cornpostite panes to wood frame details. super a extruded gute r to pan
roof details.
SHEET IOD: Roof to panel details, guner to beam detail, pan fascia a gutter end cap water
relief detail, beam connection to fascia details, pan roof echo" details.
SHEET 10E: Panel roof to ridge beam @ post details, typical insulated panel sectbn,
composite roof panel with shingle finish detags.
SHEET 10F: Tables showing allowable spans and applied bads for riser panels.
SHEEP IOG: Manufacturer specific design panel.
SHEET 10H: Manufacturer specific design panel.
SHEET 11: Die shapes a properties.
SHEET 12: Fasteners - General notes a specifications. Design statement and allowable
bads tables.
EAGLE 6061 ALLOY IDENTIFIERT" 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' external identification mark (Eagle 6061 "') and Its location next to the spline groove, to
signify our 6061 alloy extrusions. 11 Is ultimately the purchasers / contractors responsibility to ensure that the
proper,atoy is used in conjunction with the engineering selected for consbuction. We are providing this
Identification mark to simplify identification when using our 6061 Alloy products.
A separate signed and sealed certification letter from Eagle Metas 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. ocl_
EAGLE 6061 I.D.
DIE MARK
LEGEND
This engineering is a portion of the Aluminum Structures Design Manual t'ASDM') oevetopmd and owned by Benner Engineering
Group, Inc. ('Bennett'). Contractor acknowledges and agrees that the following conditions wo a mandatory prerequisite to Conua roes
purchase of these materials.
1. Contractor represents and warrants the Contractor.
I.I. Is a contractor licensed in the state of Florida to build the structures encompassed in the ASOM:
1.2 Has attended the ASDM training course within two years prim to the data of th.a purchase;
1.3. Has signed a Masterfile License Agreement and obtained a val f approval card fmn Bennett evi ;ening the license
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 Ftoridu Status secti A .89.113(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 furher distribution of Me ASDM to any
third party (other than a beat building department as part of any Cuntrectoes own wcrk) would constitute infringement of
Bennett Engineering Group's copyright and
1.7. Contractor is soley responsible for its construction of any and ail structures using tho ASDM.
2. DISCLAIMER OF WARRANTIES. Contractor acknowledges and agrees that the ASDM Is provided *as W and *as available.'
Bennett hereby expressly disclaims all warranties of merchantability, fitness for a periwlar purpose, and mon-infringement. In
particular, Bennett its officers, employees, agents, representatives, and euceessors, do not represent of warrant that (a) use of the
ASDM will meet Contractors requirements (b) that the ASDM is free from error.
3. LIMITATION OF LIABILITY. Contractor agrees that Bennetts entire liability, if any, for any claim(s) for damages relating to
Contractors use of the ASDM, which are made against Bennett, whether based in contract, neg4genee, or otherwise, shag be
limited to the amount paid by Contractor for the ASDM. In no event will Bennett be liable for any consequential, exemplary,
incidental, indirect, or special damages, arising from or in any way related to. Contractors use of the ASDM, even i1 Benner 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 Bennet, by any third party (including but not limited to any customer or subcoitractor of Contractor), with respect to any
claim, demand, cause of action, debt, or liability, including reasonable attorneys' fees, to the the extent that such action is based
upon, or In any way related to, ContrapoMboe of the ASDM.
CONTRACTOR NAME:
CONTRACTOR LICENSE NUMBER: c-- CO 4 D q Z3
COURSE # 0002299 ATTENDANCE DATE:
QIFIL
r�CONTRACTOR SIGNATURE: •TAs0 G GIt I55L EC iiM
SUPPLIER 4: @�2 L4,__
BUILDING DEPARTMENT
CONTRACTOR INFORMATION AND COURSE (10002299 ATTENDANCE DAT` HAS BE:N
VERIFIED: (INITIAL)
INSPECTION GUIDE FOR'SCREEN AND VINYL ROOMS
1. Check the building permit for the following: Yes No
a. Permit card a address . . . . . . . ... . . . k [S d
b. Approved drawings and addendums es required . . . . . . .
c. Plot plan or survey . . . . . . . . —
d. Notice of commencement . . . . . . .. . . . . . . . . . . . .. ... ;
2. Check the approved site specific drawings or shop drawings against the 'AS 1C Ji
BUILT' structure for. Yes No I••1 5
a. Structure's length, projection, plan a height as shown on the plans . . . . . — Ie� ,
b. Beam sizes, span, spacing a stitching screws (d required). . . . . . . . . . — —
c. Punin sizes. span a spacing . . . . . ......... . . .... . — — 3
d. Upright sizes, height, spacing a stitching screws (if required) . . . . . . ... — — 03 ♦ as
e. Chair rail sizes, length a spacing . . . . . . . . . . . . . . . . . . . . ,..1 0
I. Knee braces are property instated (d required) . . . . . . .. . . . . . . . . — — <
g. Roof panel sizes, length a thickness .
3. Check load bearing uprights; walls to deck for. Yes No
a. Angle bracket size a thickness . . . . . . .. . . . . . . . . . . . . . — —
b. Correct number, size a spacing of fasteners to upright . . dock . . . . ... — —
c. Correct number, size a spacing of fasteners of angle to deand sole plate . . . . — —
d. Upright is anchored to deck through brick pavers then anchors shall go through
pavers into concrete . . . . . . . . . . . . . . . . .
4. Check the load bearing beam to upright for. Yes No
a. Receiver bracket, angle or receiving channel size a thickness . — — J
b. Number, size a spacing of anchors of beam to receiver or receiver to host structure
c. Header attachment to host stiuclure or beam . . . . . . . . . . . . . . . . . w
d. Roof nel attachment to receiver or host structure . . . . . . . . . . . . . — — Z (0 W v
e. If angle brackets are used for framing connections, check number, size a thickness Q 2 Cl o t
of fasteners. 2 0 Z W S Z
f. Post to beam attachments to slab . . . Z 0 p w
S. Check roof panel system for. Yes No O 0 (— j g Co
a. Receiver bracket. angle or receiving channel size a thickness . . . . . . . . . . — — Z(n J Z p e tri
UP
b. Size, number a spacing of anchors of beam to receiver . . . . . . — W Z LLA Z
c. Header attachment to host structure or beam . . . . . . . . . . . . . . . . . — — 2 t7 W O
d. Roof panel attachment to receiver or beam .. .. . .. .. . . . . . . . ... —
Notes: Q. LU
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PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF m H c d
HIGHWAY SAFETY a MOTOR VEHICLES DIVISION OF MOTOR W d c w
VEHICLES RULE 1SC-2, THE SPAN TABLES, CONNECTION to j to Ali a:DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE C tCCyyy���� c m
DESIGNED TO BE MARRIED TO CONVENTIONALLY / / c O
CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND
MOBILE HOMES CONSTRUCTED AFTER 1984. w Z
0
o
THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS=
RAWINGS ARE /
BASED ON THE LOAD REQUIREMENTS FOR THE 21107 FLORIDA / o
BUILDING CODE WITH 2009 SUPPLEMENTS. \ I
JOB NAME 1 i Y.] v SHEET z
Z
ADDRESS:
Z
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DRAWING FOR ONE PERMIT ONLY W12-2010 OF 12 0
True and eonect copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on August 17, 2010.
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 Budding Code Edition with 2009
Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Pan I -A 811-A; Exposure
8' • or'C_ Or 'D' ;Importance Factor 0.87 for 100 MPH and 0.77 for 110AAPH and higher; 120
MPH or _MPH for 3 second wind gust velocity load: Basic Wind Pressure r 1, Design Pressures
for Screen 1 Vinyl Rooms can be found onp3A -
a. 'B' exposure =,,}-PSF for Roofs 8 J�g9 PSF for Walls
b.'C• exposure = _gs
PSF for Roofs d _PSF for Waft
c. 'D' exposure = _PSF for Roofs d _PSF for Wags
Negative I.P.C. 0.18
For *C' or *D* exposure design bads, multiply 'B' exposure loads by factors in table 3A -C on page 35.
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.
j,?3oOL,cl 4,6,055LyL.TCPhonJb?- `Ib) -4g29r
am=
Print)
Date: O -Z r
Contractor I Authorized Rep• Signatu
M) i p -r 186 R)IAift \/1 F VLf
Job Name b Address
Note: Projection of room from host structure shall not exceed 16'.
100
3. Building Permit Application Package contains the following: les
No
A. Project name b address on plans . . . . . . . . . . . . . . . . . . .
-
B. Site plan or survey with enclosure location . . .. . . . . . . . . . . . .
-
C. Contractor's / Designees name, address, phone number, d signature an plans .
-
D. Site exposure form completed ... . . . . . . . . . . . . . . . . . .. . .
-
E. Proposed project layout drawing @ 1/8' or 1110'scale with the following:
105
1. Plan view with host stricture area of attachment enclosure length. and .
-
projection from host structure
1.00
2. Front and side elevation views with a8 dimensions 8 heights . . . . . . .. .
-
3. Beam span, spacing. S size . . . . . . . . . . . . . . . . . . . . .. .
1.00
(Select beam size from appropriate 3A1 series tables)
111
4. Upright height, spacing, 8 size .. . . . . . . . . . . . .
-
(Select uprights from appropriate 3A2 series tables)
0.96
(Check Table 3A.3 for minimum upright size)
130
'S Chair rail or gins size, length, d spacing .. . . . . . . . . . . . . . . . .
-
(Seiect chair rails from appropriate 3A.2 series tables)
16.0
6. Knee braces length, location. d size .. . .. . . . . . . . . . . . . .. . . T
0.91
(Check Table 3A3 for knee Well size)
17.0
4. Highlight details from Aluminum Structures Design Manual: Yes
No
A..Beam d puffin tables w/ sizes, thickness, spacing, b spare / lengths. Indicate . . -
-✓
. Section 3A tables used:
150
.beam allowable span conversions from 120 MPH wind zone, *B' Exposure to
0 87
_MPH wind zone and/or 'C' or 'D' Exposure for bad width_
24.0
,..Look up span on 120 MPH table and appy the following formula:
1 0.79
SPAN REQUIRED --- i
F_ REQUIRED SPAN NEEDED IN TABLE
W
o
_I_(bofd)a
O
L- EXPOSURE MULTIPLIER
O
(see this page 3)
/
B. Upright tables w/ sizes. thickness. spacing. b heights . . . . . . . . . . . . . -
J[
(Tables 3A.2.1, 3A2.2, or 3A2.3)
tic
t -
Upright or wall member allowable height / span corwenslons from 120 MPH
w Z
wind zone, 'B' Exposure to _MPH wind zone and/or C Exposure for bad
00
width_:
p
Look up span on 120 MPH table and appy the following formula:
SPAN REQUIRED F_ REQUIRED SPAN NEEDED IN TABLE
_I_(bord)=
m0
EXPOSURE MULTIPLIER
° M
(see this page 3)
Yea
No/
GENERAL NOTES AND SPECIFICATIONS
1. Certain of the following structures are designed to be married to Site Built Block, woou frame or DCA approved
Modular structures of adequate structural capacity. The contractor / home owner shall verify that the host
structure is in good condition and of sufficient strength to hold the proposed addition.
2. If the home owner I contractor has a question about the host structure, the owner (at Pis expense) shall hire an
architect or engineer to verify host structure capacity.
3. The structures designed using this section shall be limited to a maximum projection cd 16', using a 4• existing
slab and 20'-0' with a type 11 looting, from the host structure.
4. Freestanding structures shag be limited to the maximum spans and size limits of component parts. Larger than
these limits Shan 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 apply to attachments Involving mobile and manufactured homes:
a. Structures to be placed adjacent to a mobile I manufactured home shag use *fourth wan construction-. This
applies to utilly sheds, carports, and / or other structures to be attached.
b. 'Fourth wall construction' means the addition shall be self supporting with only the tool gashing of the two
units being attached. Fouts wall construction is considered an attached structure. The most common 'fourth
wall construction' is a post d beam frame adjacent to the mobile / manufactured tome. The
same span tables can be used as tot the front wall beam. For fourth wall beam use the carrier beam table.
The post shall be sized according to this manual and/oras a minimum boa 2' x 3'x 0.050' with an 18'x 2`x
0.044' knee brace at each end of the beam.
c. If the mobile / manufactured home manufacturer canities in writing that the mobile home may be attached to.
then a "fourth wale is NOT required.
S. Section 7 contains span tables and the attachment details for pans and composite panels.
6. Screen walls between existing walls, floors, and ceilings are considered infills and shall be allowed and heights
shall be selected from the same tables as for other screen warts.
7. When using TEK screws in lieu of S.M.S., longer screws must be used to compensated for dill head
8. For high velocity hurricane zones the minimum live load / applied load shan 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.
It. Definitions, standards and specifications can be viewed online at www.iebpe.com
12. When notes refer to screen rooms, they shag appy to acrylic / vinyl rooms also.
13. All gutter systems In which the back of the gutter is at or above the pan rib or above the lop surface of a
composite panel roof shall have a minimum 2' diameter hole In all gutter end caps or alternate water renal ports
In the gutter.
14. All aluminum extrusions shall meet the strength requirements of ASTM 8221 atter powder coaling.
15. All aluminum shall be ordered as to alloy and hardness after heat treatment and paint 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 AAMA /
NPFA / NSA 2100.2 for category I, 11, d III sunrooms, non -habitable and unconoitioneu.
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 or pressure
treated wood shall be coated w/ two coats of aluminum metal -and -masonry paint or a coat of heavy -boded
bituminous paint, or the wood or other absorbing material shag be painted with two coats of aluminum house
paint and the joints sealed with a good quality caulking compound. The protective m:,tedals shag be as listed In
section 2003.8.4.3 through 2003.8.4.6 of the Florida Building Code or Corobound Coo galvanizing Primer and
Finisher.
19. All fasteners or aluminum pans shall be corrosion resistant such as non magnetic s4mless steel grade 304 or
316; Ceramic coated, double zinc coated or powder coated steel fasteners. Only fasivnets That are
warranted as corrosion resistant shall be used; Unprotected steel fasteners shall not be used.
20. Any structure within 15W feet of a salt water area; (bay or ocean) shall have fasten" made of nonmagnetic
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 shag use the above reoanrthended
fasteners. This is not limited to base anchoring systems but includes an 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 .^. high wind event. For
rooms where the glazed and composite panellsond wan area exceeds 40%. glass room engineering shall be
used.
SECTION 3A DESIGN STATEMENT
The structures designed for Section 3A are solid roots with screen or vinyl walls and are wnsidared to be enclosed
structures designed to be married to an existing structure. The design wind loads trued for screen 8 vinyl rooms are
from Chapter 20 o1 The 2007 Florida Building Code with 2009 Supplements. The bads assume a mean mol height
of less than 30': roof slope of 0• to 20% 1= 0.87 for 100 MPH zone, I = 0.77 for 110 MPH and higher zoites. Ag loads
are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (p/SF). Negative internal
pressure coefficient is 0.18 for enclosed structures. Anchors for composite panel roof systems were computed on a
load width of 10' and 16 projection with a 7 overhang. Any greater load width shag be site %pecificAll framing
components are considered to be 6061 T-6 except where noted otherwise.
C. Table 3A.3 with beam d upright combination it applies 9 . . . . . . . . . . . . -
D. Connection details to be used such as:
1. Beam to upright / for Screretion 3A Design Loads
J for Screen, Acrylic 3 Vinyl Rooms
2. . . .. . .... . . ..... . . . . . . . Expe/unt "W
3. Beam to Wall: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - Bask sermon R, t over Haul
yl Room
4 Beam to beam . . . .. . .... . . . . . . . . . . . . . . . . . . . . . =� Pressure Roar VraOm AB Roots
S. Chair rail. pAns. 8 knee braces to beams b uprights . . . . . . . . . .. . AZ 100 MPH 13.0 10.0 12.0 4a8
8, Extruded gutter Correction . . . . . . . . . . . . . . . . . . . . . . . . . --/ 113 MPH 14.0 11.0 13.0 47.1
U-cfip. angles andfor sob plate to clack . �. Z 123 MPH 17.0 1ao 1s o 4&3
E.123 MPH too 113 Ise 50.8
Foundation data0 type b size . . . . . . . . . . . . . . . . . . . . . . . . . - 133 MPH 20.0 1500 te.0 Sas
• Must have attended Engineers Continuing Education Class within the past two years. 148-1 MPH 210 17.0 21.t e5 7
•• Appropriate multiplier from page 1. 1404 M. 23.0 17.0 2..t 65 7
Nae:
Frsinki systems of saw% *rj4 and glass rooms are considered to be main gams resistance components To maven Na
above keds sen Enryoatoe g m F-tmxes'C' ce9• acs Table 3A -C nets papa
Table 3A -A Conversion Factors
for Screen b Vinyl Rooms
[0000.. 1M rJYM WIM )nn. 1n Mr,•,� F.,.,.•,,,• �e�
Root Wells
Wind Zone Applied Load Deflection Banding Applied Load collection Bending
MPH ars 0 ( b
100
10.0
1.09
1.14
12.2
1.09
1.12
Ito
11.0
106
1.09
110
105
1.07
120
13.0
1.00
1.01)
15.0
1.00
1.00
123
111
0.99
099
15.9
0.96
0.97
130
11.0
0.95
0.93
16.0
0.94
0.91
140.162
17.0
0.91
0.67
21.0
0 69
0 s5
150
20.0
0 87
O et
24.0
00.85
1 0.79
Table 3A -B Conversion Factors
for Over Hangs
From exposure -rte- to exposure -C
Wind Zone Applied Load Deflection Banding
MPH insp (it)
100
46.2
101
1.02
110
47.1
toot
loot
120
42.3
1.00
1.00
123
50.1
098
097
13o
56.6
0095
0.92
140.1
6S.7
090
O.a6
U8-2
65.7
0.900.86
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75.4
0.86
0.80
and wkiththe
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Conversion Table 3A -C
J
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Load Conversion Factors Based on Mean Roof Height from Exposure "B" to 'C' 8'D'
31
0 0: to 25T
poaure'B'to'c. Exposure B to D
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Mean Roof Load Spon Multiplier LoadKOpan Multiplier
3
Height' Conversion Conversion
0
Factor Daflecllon footering Dsgaedon
O
3 -Is` 1.21 0.91 0.94 1.473 offs
LU
1s,.20, 129 0.88 0.92 1541 0.07
w
27 - 25• 1.34 0.86 0.91 1.609 0.862S'
a
.31r 1.40 0.95 0.89 1668 0.85
ug
• Use "or mean nod height of hast sbuaure or enclosure
0
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or tri
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u. 0 W
from the building site in any quadrant.
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1. Any building located within Exposure Baype terrain where tlhe building Is within 100 feet W
horizontally In any dbeckn of open areas of (exposure C-type terrain that extends
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2. No short term changes In b•, 2 years before site evaluation and build out within 3 r,
Sao will be V. i<
3. Flat, open country. grasslands. ponds and ocean or shorelines in any quadrant g to lupi tu
w
Nan 11,50D feel.
4. Open terrain for more than 1,500 fest In any quadrant
L/ to
SITE IS EXPOSURE: 'b EVALUATED BY: Ay v t ' DATE: � " � W y
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True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on 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.
• z
�s
EDGE BEAM (SEE TABLES c'
3A 1.1 a 3A 1.2) a
C
'LW FOR
�Q
H. // UPR GHT
EIGHT (h) 1' x 7GJ•
x� MIN. 3.12' SLAB ON GRADE
VARIES OR RAISED FOOTING a a
TYPICAL SCREEN. ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS PAGE
m
W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 7) A 4
' (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
P2' 'P2' @ FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS r (SEE SECTION 7 FOR DETAILS)
(SEE TABLES) w
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SOLID ROOFW O Q w k
NO MAXIMUM rn Q o 2
(ELEVATION SLAB OR GRADE) a Z Q °! m
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VARIES VARIES LW = LOAD WIDTH $ J (O C W
N } J m U
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NOTES:'P VARIES � Q > f u 3
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1. ANCHOR t' x 2' OPEN BACK EXTRUSION W/ 114'x 2-1/4' CONCRETE FASTENER MAX OF 7-0' O.C. W Uj
Cd 0 rn S
AND W/ IN 6- EACH SIDE OF UPRIGHT ANCHOR t' x 2' TO WOOD WALL W/ #10 x 2-12 W' S.M.S. W/ W U Q c LLO
WASHERS OR #10 x 2-12' WASHER HEADED SCREW 7-(r O.C.. ANCHOR. BEAM AND COLUMN Q
M o
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS Q EACH POINT OF IU -J Z m O
CONNECTION.O V o h
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P2 OR P2 + O.H. C U U W 2
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 F ►- Q W W
4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING tai N Z N 2 n
CONVERSION: u W co
1100-1231 130 1 140 1 150 1 Lu o it
f/8 1 #10 1 #12 1 #12 1 Z (� 3
LL
TYPICAL SCREEN ROOM a o ~
SCALE: 116' = l -(r F J N r
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True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on August 17, 2010.