HomeMy WebLinkAbout2771 River Landing Dr (2)\**A e
Q4jM"�) RECEIVED
DEC G 1011
BY:
X12 2
Application No.
1 a-
Lo-� t 15
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ 270
Job Address: 211 R*%4! (' Land I r7a: Tr- Historic District: Yes 0 No
Parcel ID: 2[a " 19- 30 - 5 Sy - 0000 - V150 Zoning:
0-1 om -
, f On
Description of Work: n 6crmen endotuK- 3 El te- r-0.4 e,*', 5-hrq 51 Q 10
Plan Review Contact Person: ss k e r Title: ptf5
Phone: 40-1 4(0 l - q q A 9 eri l Fax: 4011 31&5-3194 Irma7: ��to�t�sdi nc� Q�t01 •c+exr�
Property Owner Information
Name M 1 %t'o m e6 Phone: 401 53t - 5 \06
Street: -�!W C0\00,a1 (2fin}[r PCWq *260 Resident of property?: NO
City, State Zip: Lp4a Ha r4 , FL 37-7'' g
Contractor Infornation
Name h4, Phone: y01 %I-99Rq cell -4079-V-77-78
Street: 510 i.r)-k C t -C rv-114 -0; Fax: 40') 3tQ 5 - 319 Lk o�
City, State Zip: 0% 010 01-0- FL- �27(o(r State ]license No.: ` og84a3
Architect/Engineer Information
Name: i 0) t A-�r �C-r\ G , n•eer-i i DG.. Phone: —165 7&? - Af i7q
Street: 4 lei I D. rtu 0+9 5i' 0' U Fax: 38(a -7&-7 - L5--ke
city, St, Zip: Porgy E-mail: &7&,) r 0— le -L Pc. r-om
Bonding Company:
Address:
Building Permit 0
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical D Plumbing 0
New Service - No. of AMPS: New Construction - No. of Fixtures:
Mechanical O (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of beads:
11/29/2011 20:39 4078307778 SUN STATE SIDING PAGE 03/03
Application is hereby made to obtain a perrnit to do the work and installations as indicated - I certify 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 work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OyV W5'AFFQAVIT: I certify that aU of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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 wrm YOUR
FENDER 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 agencies.
Acceptance ofpermit 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 cxecyted 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 fec based on past permit activity levels. Should calculated charges exceed the documented
constructaon value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released. A
0
X
PATRICIA A. SMITH
WW COMMISSION 1 DD 81;407
EXPIRES: September 2,202 —!
eandad Thm Notary M& oto'
Owncr/Agevr is Y Personal ly Known to Me or
Produced ID ' ' Type of ID
signature of Conawfor/Agont Dau
90141) LD 6. (>SI -A L NZ. 41L
Print Co4nctor/Agcors Naaot:
I a-
BIE BLAW ONt
Notary Public . State of Fhond ,
My Comm. Expires Feb 25, 20'
Commission / EE 60182
Bonded Through National Nota y Awsn
Conn'wtor/Agent is Personally Known to Me or
Produced ID Type of ID
,
APPROVALS: ZONING: / w S `p2 UTILITIES: WASTE WATER:
ENGINEERING: FIRE:
COMMENTS:
BUILDING: La - l
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 11/28/2011
Job Location:
Riverview Townhomes
We propose to furnish all the materials and perform all the labor necessary for the completion of:
Fumish 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
$1,950.00
$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 carry 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
oerx of .q%
Land Surveyors
M Douglas Avenue, Altamonte Springs, Ronda. 32714 (407)7884808
Member of Me' Swveyfng and Mapping Std and American Cawvss on Swwybv and Mapping
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CITY OF SANFORD • BUILOIWG KAN REVILIT
PLANNING AND DEVELOPMENT SER y # River Landing Drive
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s SUN STATE SIDING, INC.
RIME YL �-oT I 0 LAKE LENELLE DRIVE
'� ULUOTA, FL 32766
Lar J DONALD G. GEISSLER, JR.
SCCO48423
407 830-7778 PHONFJ407 365-3194 FAX
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ALUMINUM STRUCTURES DESIGN MANUAL STATEMENT
1 hereby cerlity that the engineering contained in the following pages has 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 Part IA of The Aluminum Association of Washington, D.C.
Aluminum Design Manual Pan IA and AA ASM35. Appropriate multipliers and carversion tables shall be
used for codes other than the Florida Building Cade.
Structures sized with this manual are designed to withstand wind velocity beds, walk-on or five loads,
andlor loads as listed in the appropriate span tables.
All wind loads used in this manual are considered to be minimum bads. 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 Stirling, P.E. 834927 and a copy of his letter
of review and statement no financial interest is available upon request. A copy of Brian Stidings' letter is
posted on my web site, www.lebpe.com.
2. Any user of this manual, for the purpose of acquiring permits, must be a licensed Architect. hitect. 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 biannua 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 limits shall require site specific engineering.
ma73 (
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 d 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 purlin details.
SHEET S: Beam connection detals.
SHEET 6: Knee wall, dowel and footing details.
SHEET 7: Span Examples, Beam splice locations and detail, Alternate self -mating beam
to guitar detail.
SHEET 8-110 Tables showing 110 mph frame member spans.
SHEET 8-120: 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 spans.
SHEET 9: Mobile home attachment details, ribbon footing detail, and post to beam and
anchor schedules.
SHEET IDA: Solid roof panel product - General Notes 6 Specifications. Design Statement.
design load tables, and gutter to roof details.
SHEET IOB: Roof connection details.
SHEET IOC: Roof connection details, valley connection elevation, plan b section views,
pan b compos ite panels to wood frame details, super d extruded guitar to pan
roof details.
SHEET iOD: Roof to panel details, gutter to beam detail, pan fascia d gutter end cap water
relief detail, beam connection to fascia details, pan real arhorig details.
SHEET IOE: Panel roof to ridge beam @ post details, typical insulated panel setSlon,
composite roof panel with shingle flash details.
SHEET 10F: Tables showing allowable spans and applied bads for riser panels.
SHEET IgG: Manufacturer specific design panel.
SHEET 10H: Manufacturer specific design panel.
SHEET 11: Die shapes b properites.
SHEET 12• Fasteners - General notes d specifications. Design statement, and allowable
loads tables.
EAGLE 6061 ALLOY IDENTIFIER'" INSTRUCTIONS
FOR PERMIT PURPOSES
To: Plans Examiners and Inspectors,
LEGEND
This engineering is a potion of thu Aluminum Structures Design Manual ('ASD1A') developed ate ownec try eennen Engineering
Group, Inc. ('Bennett'). Contractor acknowledges and agrees that the following condi5enc are a mandatory prerequisite to Contractors
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 eneompasseC in the ASDtA:
1.2. Has attended the ASDM training course within two years prior to the data of the puchase:
1.3. Has signed a Masterfile License Agreement and obtained a valid approval card from Benren evidencing Lhe !icense
granted in such agreement.
1.4. Will not alter, amend, or obscure arra notice on the ASDM:
I.S. Will only use the ASDM in accord with the provisions o1 Florida Status sectan 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 ASDIA to any
third party (other than a local building department as part of any ContraC:!s own work) would constitute infringement of
Bennen Engineering Group's coVidght: and
1.7. Contractor is soley responsible for its construetion of any and all structures using tho,1SDM.
2. DISCLAIMER OF WARRANTIES. Contractor acknowledges and agrees that the A DM is proviJed *as �s' and *3s availaae.'
Bennett hereby expressly disclaims all warranties of merchantability, fitness for a particular purpose. a,.d non•infringemcnt. In
particular, Bennett its officers, employees, agents, representatives, and successors, do not represent or vrarrant that (a) use of the
ASDM will meet Contractor's requirements (b) that the ASDM is free hom error. -
3. LIMITATION OF LIABILITY. Contractor agrees that Bennerrs enure liability, if any, for any ciaim(s) for damages relating to
Contracloes use of the ASDM, which are made against Bennett, whether based in -wrtraU, negligence, or otherwise, shall oe
limited to the amount paid by Contractor for the ASDM. In no event will Bennett be Iabte for any consequential, exemplary,
incidental, indirect, or special damages, arising from or in any way related to, Contfacirrrs use of the ASDM, even it Bennett has
been advised of the possibility of such damages.
4. INDEMNIFICATION. Contractor agrees to indemnity, defend, and hold Bennett him less, from and aga;ral any action brougln
against Bennett, by any third party (including but not limited 10 any customer or subcontractor of Conractor), with respect to any
claim, demand, cause of action, debt, or Inability, including reasonable a:tnmeys' fee,, to the the extent thal such action is based
upon, or in any way related to. Contractors use of the ASDM.
CONTRACTOR NAME: P-tJja o G Gli. f loo 70 --
CONTRACTOR LICENSE NUMBER: JL C O `1 S -i L ;3
COURSE If 0002299 ATTENDANCE DATE: Q� I _ Zo - / C
CONTRACTOR SIGNATURE: C^
SUPPUFR 1(. eA L Lj-
BUILDING DEPARTMENT
CONTRACTOR INFORMATION AND COURSE 110002299 ATTENDANCE DATE HAS BEEN
VERIFIED: (INITIAL)
PERMIT # 1c.2— y�1
These identification instructions are provided to contractors for permit purposes. The detail below illustrates
our unique 'raised' external identification mark (Eagle 6061-) end its location next to the spfins groove, to
signify our 6061 alloy extrusions. It Is ultimately the purchasers I contractors responsibility to ensure that the
proper alloy is used in conjunction with the engineering selected for censbuclion. We are providing this
Identification mark to simplify identification when using our 6061 Alloy products.
A separate signed and seated 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. 41-
EAGLE
n
EAGLE 6061 I.D.
DIE MARK
OFFICE
INSPECTION GUIDE FOR SCREEN AND VINYL ROOMS
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1. Check the building permit for the following: . Yes No
all e
a. Permit card d address . . . . . . . . . . . . . . . . . . . . — —
�js2t;
b. Approved drawings and addendums as required . . . . . . . . . . . .
pp Z 13
a
C. Plot plan or survey . . . . . . . . .. . . . . . . . . . . — —
d. Notice of commencement . . . . . . . . . . . . . .. — —
o4 d
'� 6
2. Check the approved site specify drawings or shop drawings against the 'AS
••
5
BUILT' structure for. Yes No
b height the
a. Structure's length, projection, plan as shown on plans
b. Beam sizes, span, spacing d stitching screw -b (d required). — —
3
c. Purinn sizes, span & spacing . . . . . . .... .. . . . .... —
d. Upright sizes, height, spacing d stitching screvrs (f required) . . . . . . ... — —
to e a
o. Chair rail sites, length 8 spacing . . . . . . . .. . . . . . . . . . . . — —
f. Knee braces are property inletted (if required) — —
g. Roof panel sizas, length d thickness .
3. Check load bearing uprights I walls to dock for. . Yes No
a. Angle bracket size S thickness . . . . . . . . . . . . . —
b. Correct number, size b spacing of fasteners to upright . . . . . . . . . — —
c. Correct number, size & spacing of fasteners of angle to dock and sere plate . . . . — —
d. Upright is anchored to dock through brick pavers then anchors shall 90 through
pavers into concrete
4. Check the load bearing beam to upright for. Yes No
a. Receiver bracket, angle or receiving channel sae 8 Okk ness.. — —
J
b. Number, size d spacing of anchors of beam to receiver or receiver to host structure
c. Header attachment to host structure or beam . . . . . . . . . . . . . . . . . — —
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d. Roof panel attachment to receiver or host structure . . . . . . . . . . . . . . —
If brackets err, used for framing connections, check number, sae E thickness
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e. angle
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of fasteners . ... . . . . . . . . . ... . . . . . . . . . . . — —
I. Post to beam attachments to slab
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. . . . . . . . . . . —
S. Check roof panel system for. Yes No
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tri
a. Receiver bracket, angle or receiving charnel sae d thickness . . . . . . . . __ —
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b. Size, number b spacing of anchors of beam to receiver . . . . . . . . . . . —
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c. Header attachment to host saueture or beam . . . . . .. . . . . . . . . . . —
d. Roof panel attachment to recelver or be am . . . . . . .. — —
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.. .. . .. . . .
0.
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Notes:
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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 1SC-2, THE SPAN TABLES, CONNECTION
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DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE
DESIGNED TO BE MARRIED TO CONVENTIONALLY
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CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND
/ m
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
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BUILDING CODE WITH 2009 SUPPLEMENTS.
JOB NAME ' 1 I V
ADDRESS: �T 17 r
2�� 1 (Z I LYL)2 "-D OR1 (Z I LYL2 "-D WL
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DRAWING FOR ONE PERMIT ONLY 08-12-2010 OF
12
True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on Augyst 17, 2010.
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1. Design Statement:
These plans have been designed In accordance with the Aluminum StruclureS Design Manual by
Lawte . Bennett and are in compliance with The 2007 Florida Building Code Edition with 2009
Sup encs, Chapter 20. ASM35 and The 2005 Aluminum Design Manual Pan I -A S II -A; Exposu a
'B' or'C_ or'D'_; Importance Factor 0.87 for 100 MPH and 0.77 for 11AVPH and higher; 120
MPH or _MPH for 3 second wind gust velocity load: Basic Wind Pressure I f Design Pressures
for Screen /Vinyl Rf4ims can be found an3A -
a. 'B' exposure= 1:11 _PSF for Roofs a PSF for Walls
b.'C' exposure = _PSF for Roofs a _PSF for Walls
c. 'D' exposure = _PSF for Roofs a _PSF for Wags
Negative I.P.C. 0.18
For *C' or 'D* exposure design loads, multiply *S' exposure loads by factors in table 3A -C on page 315.
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.
DOP bk 5 SL_rrL Phone: H 9 t4
Co to /Authorize ep' Name (please print)
Data:
Contractor I Authorized Rep* Signature
MS IK- R vAt,-J
Job Name a 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 a address on plans -
B. Site plan or survey with enclosure bcaUon . . . . . . . . . . . . . . . . . .
C. Contractor's / Designees name, address, phone number, a signature on plans -
D. Site exposure forth completed . . . . . . . . . . . . . . . . . . . ... . . -
E. Proposed project layout drawing @ 1/8' or vt0' scale with the following:
1. Plan view with host structure area of attachment enclosure length, and . .. -
projection from host aft""
2. Front and side elevation views with all dimensions a heights . ....... . -
3. Beam span, spacing, a size . ........... . . . . . .. . ... .
(Select beam size from appropriate 3A1 series tables)
4. Upright height. spacing. a size . . . . . . . . . . . . . . . . . . .
(Salad uprights from appropriate 3A2 series tables) -
(Check Table 3A.3 for minimum upright she)
.L Chair roll or gins size, kingth, a spacing ..... ............ -
(Select chair rags from appropriate 3A.2 series talotas)
'6. Knee braces length. location. a she . . . . . . . . . . . . . . .. .. . -
(Check Table 313 for knee brace size)
4. Highlight details from Aluminum Structures Design Manual: Yes N�
A. Beam a puffin tables wl Sizes. thickness, spacing, a spans / lengths. Indicate -
Section 3A tables used:
Beam allowable span conversions from 120 MPH wind zone. 'B* Exposure to
_MPH wind zone andla'C' or *D' Exposure for bad width_
Look up span on 120 MPH table and appy the following formula:
SPAN REQUIRED ---i F- REQUIRED SPAN NEEDED IN TABLE
_/_(bad)=
EXPOSURE MULTIPLIER
(see this page 3) /
B. Upright tables w/ sizes. thickness, Spacing, a heights ..............
(Tables 3A.2.1, 3A2.2, or 3A.2.3)
Upright or wall member allowable height / span conversions from 120 MPH
wind zone. 'B` Exposure to _MPH wind zone and/o'C Exposure for bad
width_:
Look up span on 120 MPH table and appy the following formula:
SPAN REQUIRED ---i F- REQUIRED SPAN NEEDED IN TABLE
_I_(bord)=
C_ EXPOSURE MULTIPLIER
(see this page 3)
yes Ilk
C. Table 3A.3 with beam a trprignt combination if applicable . .......... .
D. Connection details to be used such as:
1. Beam to upright
2. .............................. - -
3. Beam to wall . . . ... . . . . . . .. . . . . . . . . . . . . . . .. . -
A Beam to beam ...... .................. . ...... -
s Chair rag. purffn, a knee braces to beams a uprights . .......... . -
8, Extruded gutter connection . ............ ........... .
E. Ucfip. angles and/or sole plate to deck . . . . . . . . . . . . . . . . .. . -t
Foundation detail type a size . .. . . .. . . . .. . . . . . . . . . . . . . - `
• Must have attended Engineers Continuing Education Class within the past two years. i
•• Appropriate multiplier from page 1.
1. Certain of the following structures are designed to be married to Site Built Bloch, wood frame or DCA approved
Modular structures of adequate structural capacity. The contractor I home owner shall verity 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 his 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 of 16', using a 4' existing
slab and W -W with a type II fooling, from the host structure.
4. Freestanding structures shall be limited to the maximum spans and size firnks of component parts. 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 manufactured homes:
a. Structures to be placed adjacent to a mobile / manufactured home shag use'fourth wall constitution'. This
applies to util'ry sheds, tarpons, and f or other structures to be attached.
b. 'Fourth wall constitution' means the addition shall be self supporting with only the roof flashing of the two
units being attached. Fourth wall construction is considered an attached structure. The most common 'fourth
wall concoction' is a post a beam frame adjacent to the mobile / manufactured home. The
same span tables can be used as for the front wall beam. For fourth wag beam use the carder beam table.
The post shall be sized according to this manual andlor as a minimum be a ?' 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 I manufactured home manufacturer certifies in writing that the mobde home may be attached to,
then a 'fourth wall' 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 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 can be viewed onfine at www.lebpe.com
12. When notes refer to screen rooms, they shall appy to acrylic I vinyl rooms also.
13. Ag gutter systems In which the bath of the gutter is at or above the pan rib or above the top surface o1 a
composite panel roof shall have a minimum 7 diameter hole In all gutter end caps or alternate water relief ports
In the gutter.
14. All aluminum extrusions shall meet the strength requirements of ASTM 8221 after powder coating.
15. All aluminum shall be ordered as to alloy and hardness after heat treatment and paint is applied. Example:
6063 -TS after heat treatment and paint process
16. Framing systems and room additions using this section of the manual comply wl requirements of the AAMA /
NPEA / NSA 2100-2 for category I, 11, a III sunroorns, port -habitable and oncono itiored.
17. Post members set In concrete as shown on the following details shall riot require knee braces.
18. Aluminum metals that will cane In contact with ferrous metal surfaces or concrete /masonry products or pressure
treated wood shall be tooted w/ two coats of aluminum metal -and -masonry paint or a coal of heavy4lodied
bituminous paint, or the wood or other absorbing material shall be painted with two coats of aluminum haute
paint and the joints sealed with a good quality caulking compound. The protective materials shag 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. Ag fasteners or aluminum parts shall be corrosion resistant such as non magnetic s!aintess steel grade 304 or
316; Ceramic coated, double zinc coated of powder coated steel fasteners. Only fasteners that are
warrantied as corrosion resistant shall be used: Unprotected steel fasteners shall not be used.
20. Any structure within ISM feet of a salt water area; (bay or ocean) shall 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 Associaton and should not be used.
21. Any project covering a pool with a salt water chlorination disinfection system shall tise 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 wag 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 event. For
rooms where the glazed and composite panellsofid wall area exceeds 40%, glass room engineetirg shag be
used.
SECTION 3A DESIGN STATEMENT
The structures designed for Section 3A are solid roofs with screen or vinyl wags and are considered to be enclosed
structures designed to be married to an existing structure. The design wind bads used for screen a vBg4 rooms are
from Chapter 20 of The 2007 Florida Building Code with 2009 Supplements. The Was assume a mean roof height
of less than 30'; roof slope of 0' to 20'; 1= 0.87 for 100 MPH zone, I at 0.77 for 110 MPH and higher zones. AN loads
are based on 20 120 screen or larger. All pressures shown in the below table are in PSF (q/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 sits specificAll framing
components are considered to be 6061 T-6 except where noted otherwise.
Section 3A Design Loads
for Screen, Acrylic 6 Vinyl Rooms
Exposurs'B'
Hdte:
Fnan di systems of wem vW and glass mom we mrWdared to be male two reaMence contionants, To woven the
above beds nam ExPost B' to Expostow •C' a 9' see Table 34C need page.
Table 3A -A Conversion Factors
for Screen a Vinyl Rooms
c...... cion aaow vn"n 7..". in nii...a iannuu 'R'
Root walls
Wind Zone Applied Load Deflection Banding Applied Load Deflection Banding
MPH ars d e 1 1 b
100
10.0
1.09
1.14
12.0
100
1.12
111)
11.0
106
1.09
13.0
1.05
t.07
120
13.0
1.00
100
15.0
1.00
100
123
13.3
0.99
0.99
15.9
0.96
0.97
130 1
15.0
0.95
0.93
10.0
0.94
0.91
140.162 1
179
0.91
087
21.0
0.69
065
1S0 1
20.0
087
1 0.01
24.0
1 065
1 0.79
Table 3A-8 Conversion Factors
for Over Hangs
as a gree n N
2. No short term changes In %', 2 years before site evaluation and build out withinMgte
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site will be V.
3. Flat, open country. grasslands, ponds and ocean a shorefnes in any quadrant is
than 1,500 feel W
4. Open terrain for more than 1,500 feet In any quadrant
SITE IS EXPOSURE EVALUATED BY:4 9� pp,, DATE: I �� Lu in
SIGNATURE LICENSE tl: q1F J1> 9 L-
08-12-2010
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Load Conversion Factors Based on Mean Roof Height from Exposure 'B" to "C' a "D"
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Mean Root Load Span Multiplier Load Span Multiplier
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"Niche conversion Conversion
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Factor Bending Deflection Fsctw Bending DaRacdon
;
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0-15• 121 0.91 0.94 1.47 0.83 0.80
3
129 o4e 0.92 154 001 o.e7
IF -20` 20
' -.2S' 1.34 0.86 091 1.60 0.79 0.88
u
2s a0 1.40 0.85 0.89 1.66 078 0.85
0ro
Use Ingar mean rod height of noel structure or enclosure
c
Values ere from ASCE 745
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3. Flat, open country. grasslands, ponds and ocean a shorefnes in any quadrant is
than 1,500 feel W
4. Open terrain for more than 1,500 feet In any quadrant
SITE IS EXPOSURE EVALUATED BY:4 9� pp,, DATE: I �� Lu in
SIGNATURE LICENSE tl: q1F J1> 9 L-
08-12-2010
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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.
22
u
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 3A.1.4)
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
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EDGE BEAM (SEE TABLES m g
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a
'LW FOR ,��rrj o Le['s
F -d `
UPR T
EIGHT
(h p
H•
(h)
MIN. 33,2' SLAB ON GRADE y
VARIES OR RAISED FOOTING a a F
TYPICAL SCREEN. ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS ; m '
W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 7) <
. (HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1' x T PLATE TO BOTTOM OF WALL BEAM)
LW LOAD WIDTH
FOR ROOF BEAM ALTERNATE CONNECTION I
p12' •prz ® FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS r (SEE SECTION 7 FOR DETAILS)
(SEE TABLES) w
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SOLID ROOF W F O Q W w
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P =PROJECTION FROM BLDG. w w
VARIES VARIES LW = LOAD WIDTH , co
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1 a g W Z Q w
NOTES: 'P VARIES ru 0 - WIL3
1. ANCHOR 1' x 2' OPEN BACK EXTRUSION W/ 1/4- x 2-1/4' CONCRETE FASTENER MAX OF Z.(r O.C. y p 2 S
AND W/ IN S EACH SIDE OF UPRIGHT ANCHOR V x 2- TO WOOD WALL W/ 910 x 2-12' S.M.S. W/ w UJ U Q c LLO
WASHERS OR #10 x 2-12' WASHER HEADED SCREW 2.0 O.C.. ANCHOR BEAM AND COLUMN V) Z
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS Q EACH POINT OF i- J Z m O
CONNECTION. p U 0 c h
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P2+ O.H. _ D U V i
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 u N Z S z
u
CONVERSION: LU m
100-123 130 1 40 150WU-1 12
Z U `o
#8 010 #12 #12 c Uj
U _
TYPICAL SCREEN ROOM a S ~
SCALE: 118'= V -(r F Q N p
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True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennetton August 17, 2010.