HomeMy WebLinkAbout2777 River Landing Dr (2)FRO ECEI',`"�
JAN 17 ZO1�
BY:
R',V ervi Cly
Low ( � 8 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: r �LID Documented Construction Value: $ 1060,
Job Address: R41r LganAloe..Tf • Historic District: Yes ❑ Nov
Parcel ID• " 19- 3 0 - 5 Sy - OOGO _ 1—j��j Zoning:
Description of Work: �c�'tGn er,e�o�uK. 3 ► �1 K hoof*,f,-1hn4
Plan Review Contact Person: —T)br\ Ger Sb k C r Title: P(CS
Phone: 40-1 4& 1- q q ;t 9 c ei l Fax: 40r1 5 - 319 E-mail: =����-nQ�Gi�I •Ce4n
Property Owner Information
Name h 1 kiorne6 Phone. 407 53l - 5X00
Street:=6 Color, al Qen}[r PW-Wq *-0 ao Resident of property?: No
City, State zip: LoY.4 Hot , FL 3Z74(o
Contractor Information
Name .5Jl1 S{-0'-J�+c 'a> t dl h4' Phone: 40.7 %I - 9q Qq ec/1- ro7g�-7778
Street: 51c i.0.K e- l -C ry-jj ty; Fax: 40-1 319
City, State Zip:. O'11y 10 o-tO- FL State License No.: 6CK648401.3
Architect/Engineer Information
t rPhone: 1� —:5W -7(07 - At 77�t
Street: 4l1q 1 M ru Of' Fax:
City, St, Zip: Porgy O rO-inG� E-mail: d1-w,1e ► (9 le -,b Pf . Com
Bonding Company: Mortgage Lender:
Address: Address:
PERMIT INFORMATION
Building Permit ,0
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical 0
New Service - No. of AMPS:
Mechanical D (DI ct layout required for new systems)
Plumbing 13
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 13 No. of heads:
01/09/2012 20:44 4078307778 SUN STATE SIDING PAGE 03/05
Application is hereby made to obtain a permit to do the work and installations as indicated. I ccrdfy that no
work or ins dlatiun has commenced prior to the issu'ance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I underotand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditiouers, etc.
QM74EKIS ALI@�MAVIT: I certify that all 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 11YSP crxoN. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NO CE: In addition to the requirements of this permit. -there may be additional restrietioas 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
Tien 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
pian review fee based on past permit activity levels. Should calculated charges. exceed the documented
construction value whenthc�xecuted coauuc:t is submitted, credit will be applied to your permit fees when the
permit is released. /
X
ri
S4=Wc OfNaWy-SMIC Of FlorWa
• PATRIGA A. SMITH
,f Fry COMMISSION 8 DD 813407
- EXPIRES: September 2, 2012
Owner/Agent iszx_ PersnnaUy Keown to Me or
Produced ID • • Type of ID
APPROVALS: ZONING: 41A F 17. 1;1,
UTILITIES:
ENGINEERING:
az-g' 111-7114,
Signawrs of Coma&=/APW DwA
Copvacoor/Ageat'$ Name
I /1 -7/2
SlpawreoPNotary-Stare of Florida Date
Produced ID
.N`"Sr'OTT
or
4Z / L.T
COMMENTS;
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 fumish 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) TO" x 6'8" screen door, 18 x 14 charcoal screen, finish caulk both sides.
Chair rail height 36"
Model
Price
Lexington
$1,850.00
Trenton
$2,200.00
Princeton
$2,200.00
COLOR: WHITE OR BRONZE
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. GE/SSLER. 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 Sur-veyors
789 Douglas Avem^ Altamonte Sodngs, Ffbftd L 32714
Alec *w*r w fftide SuneoW and Umar SmWaadMf mm owWsw on and Mapping
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R►vE12Vl EW LOT I 510 LAKE LENELLE DRIVE
CHULUOTA, FL 32766
DONALD G. GEISSLER, JR.
SCCO48423
I 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 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 t.4 of The Aluminum Association of Washington, D.C.
Aluminum Design Manual Part t4 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 wird velocity loads, wa&on or live bads,
and/or loads as listed in the appropriate span fades.
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 aro hereby
listed:
1. This master file manual has been peer reviewed by Brian Stirling, P.E. 034927 and a copy of his letter
of review and statement no financial interest is available upon requesL A copy of Brian Strtings' letter is
posted on my web site, www.tebpe.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 donna Iy
thereafter.
3. Structures designed using this manual shall not exceed the limits set forth in the general rotes
contained here in. Structures exceeding these limits shag require site specific engineering.
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 purfin details.
SHEET 5: Beam connection detals.
SHEET 6: Knee wall, dowel and footing details.
SHEET 7: Span Examples, Beam splice locations and detail, Alternate selfrnating beam
to gutter detail.
SHEETS -110: Tables showing 110 mph frame member spars.
SHEET 8-120: Tables showing 120 mph frame member spars.
SHEET 8-130: Tables showing 130 mph frame member spans.
SHEET B-140: Tables showing 140 mph frame member spars.
SHEET 9: Mobile home attachment details, ribbon footing detail, and post to beam and
anchor schedules.
SHEET 10A: Sdld roof panel products - General Notes b Specifications, Design Statement,
design load tables, and gutter to roof details.
SHEET 10B: Roof connection details.
SHEET IOC: Roof connection details, valley connection elevation, plan b section views.
pan 8 eompostite panels to wood frame details, super b extruded gutter to pan
roof details.
SHEET 10D: Roof to panel details, gutter to beam detail, pan fascia b gutter end cap water
relief detail, beam connection to fascia details, pan roof achaing details.
SHEET 10E: Panel roof to ridge beam ® post details, typical inskAaled panel section.
composite root panel with shingle finish details.
SHEET 10F: Tables showing allowable spans and applied bads for riser panels.
SHEET IOG: Manufacturer specific design panel.
SHEET 10H: Manufacturer specific design panel.
SHEET 11: Die shapes 6 propenes.
SHEET 12: Fasteners - General notes li specifications. Design statement and allowable
loads tables.
EAGLE 6061 ALLOY IDENTIFIER^' INSTRUCTIONS
FOR PERMIT PURPOSES
To: Plans Examiners and Inspectors.
These identification instructions are provided to contractors for pertmit purposes. The detail below illustrates
our unique raised' external identification mark (Eagle 6061-) and its location next to the spinner 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 carstnxtiom 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 meld Is
purchased. This should be displayed on site for review at final Inspection.
The Inspector should look for the identification marts as specified below to validate the use of 6061
engineering. 1-�
EAGLE 6061 I.D.
DIE MARK
LEGEND
This engineering is a portion of the Aluminum Structures Design Manual ('ASDM') developed and owned by Bennett Engineering
Group, Inc. ('Bennett'). Contractor acknowledges and agrees that the following conditions 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 encompassed in the ASOM;
1.2. Has attended the ASDM training course within two years prior to the date of the purchase;
1.3. Has signed a Masterfile License Agreement and obtained a valid approval card from Bennett evidencing the license
granted in such agreement.
1.4. Will not alter, amend, or obscure any notice on the ASOM;
I.S. Will only use the ASOM 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 ASOM;
1.6. Understands that the ASDM is protected by the federal Copyright Act and that further distribution of the ASDM to any
third party (other than a local building department as part of any Contractors own work) would constitute Infringement of
Bennett Engineering Group's copyright and
1.7. Contractor is coley responsible for its construction of any and all structures using the ASDM.
2. DISCLAIMER OF WARRANTIES. Contractor acknowledges and agrees that the ASDM is provided "as is' and 'as available'
Bennett hereby expressly disclaims all warranties of merchantability, finess for a particular purpose, and non -infringement In
particular, Bennett its officers, employees, agents, representatives, and successors, do rat represent or warrant that (a) use of the
ASOM will meet Contractors requirements (b) that the ASOM is free from error.
3. LIMITATION OF LIABILITY. Contractor agrees that Bennetrs entire liability, if any, for arty claim(s) for damages relating to
Contractors use of the ASOM, which are made against Bennett, whether based in contract, negligence, or otherwise, shall be
limited to the amount paid by Contractor for the ASOM. 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 if Bennett has
been advised of the possibility of such damages.
4. INDEMNIFICATION. Contractor agrees to indemnify, defend, and hold Bennett harmless, from and against any action brought
against Bennett, 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 attomeys' fees, to the the extent that such action is based
upon, or in any way related to. Contractors use of the ASOM.
CONTRACTOR NAME: '• • 6r, 7 5L;\2, -3 2 -
CONTRACTOR LICENSE NUMBER: 5e- w v 4 z -+
COURSE 0 0002299 ATTENDANCE DATE:
CONTRACTOR SIGNATURE: /L 4"
SUPPLIER:
)�- RGLi,
BUILDING DEPARTMENT
CONTRACTOR INFORMATION AND COURSE 00002299 ATTENDANCE DATE HAS BEEN
VERIFIED: (INITIAL)
INSPECTION GUIDE FOR SCREEN AND VINYL ROOMS
1. Check the building permit for the following:
a. Permit card d address . . . . . . . .
b. Approved drawings and addendums as required .
c. Plot plan or survey . . . . . . . . . . . . . . . . .
d. Notice of commencement . •. . . . .
2. Check the approved site specific drawings or shop drawings against the 'AS
BUILT' structure for
a. Structure's length, projection, plan d height as shown an the plans
b. Beam sizes, span, sparing d stitching screws (d required) . . . . . . . . . .
c. Purtin sizes, span b spacing . . . . ..... ... ..... .
d. Upright sizes, height, spacing 8 stitching screws (if required) . . . . . .
e. Chair rail sizes. length b spacing. . . .. . . . . . . . . . . . .
f. Knee braces are property installed (d required) . . . . . . . . . . . . .
g. Roof panel sizes, length & thickness . . . . . . . . . . . . . .
3. Check load bearing updghts I walls to deck for.
a. Angle bracket size a thickness . . . . . . . . . . . . . . . . . . . .
b. Correct number, size b spacing of fasteners to upright . . . . . . . .
c. Correct number, size b spacing of fasteners of angle to deck and 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.
a. Receiver bracket, angle or receiving channel size b thickness
b. Number, size b spacing of anchors of beam to receiver or receiver to host structure
e. Header attachment to lost structure or beam . . . . . . . . . . . .
d. Roof panel attachment to receiver or host structure . . . . . . . .
e. If angle brackets are used for framing connections, check number, size d thickness
of fasteners . .. . . . . . . . . . . . . . . .
f. Post to beam attachments to slab . . . . . . . . . . . . . . . . . . . .
5. Check roof panel system for.
a. Receiver bracket, angle or receiving channel size 8 thickness . . . . . . . . .
b. Size, number b spacing of anchors of beam to receiver . . . . . . . . . .
c. Header attachment to host structure or beam . . . . . . . . . . . . . .
d. Roof panel attachment to receiver or beam . . . . . . . . . . . . . .
Notes:
Yes , ilio
Yes No
Yes No
Yes No
Yes No
PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF
HIGHWAY SAFETY d MOTOR VEHICLES DIVISION OF MOTOR ,
VEHICLES RULE 15C-2, THE SPAN TABLES, CONNECTION
DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE
DESIGNED TO BE MARRIED TO CONVENTIONALLY
CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES A40
MOBILE HOMES CONSTRUCTED AFTER 1984.
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THE DESIGNS AND SPANS SHOWN THESE DRAWINGS ARF
BASED ON THE LOAD REQUIREMENTSTS FOR THE 2007 FLORIDA
BUILDING CODE WITH 2009 SUPPLEMENTS.
JOB NAME: R
I 1 n� h Er S SHEET
A
ADDRESS. 2 7-7 :—DING uR
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DRAWING FOR ONE PERMIT ONLY
08-12-2010 1 OF
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DES11IN CHECK LIST FOR SCREEN, ACRYLIC 8 VINYL ROOMS
1. Design Statement:
These plans have been designed in accordance with the Aluminum Structures Design Manual by
Lawrence E. Bennet) and are in compliance with The 2007 Florida Building Code Edition with 2009
Sup�ments, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Pan I -A b II A; Exposure
B' ter or'C_ or'D'_; Importance Factor 0.87 for 100 MPH and 0.77 for I IAMPH and higher, 120
MPH or _MPH for 3 second wind gust velocity load; Basic Wind Pressure 1 I • Design Pressures
for Screen I Vinyl Rfgms can be found on pae 3A4:
a. 'B' exposure = _LJ PSF for Roofs b PSF for Walls
b. 'C' exposure = _PSF for Roofs 8 _PSF for Walls
c. 'D' exposure = _PSF for Roofs b _PSF for Walls
Negative I.P.C. 0.18
For *C' or 'D" exposure design loads, multiply 'B' exposure loads by factors in table 3AC an page 3m.
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 stolid.
V 1 f
0 f \Si L --Z12 Phone: 49 41-9929
tractor / oozed Rep' Name (please Print)
Date: (' 10 ' IL
Contractor / Authorized Rep' Signature
M I Lc't 11$
Job Name b Address
Note: Projection of room from host structure shall not exceed IV.
Bask
Wind
Pressure
3. Building Permit Application Package contains the following: Yes
No
A. Project name b address on plans . . . . . . . . . . . . . . . . . . . .
13.0
B. Site plan or survey with enclosure location . . . . . . . . . . . . . . . .
12.0
C. Contractor's / Designers name, address. phone number, b signature on plans
110 MtL
D. Site exposure forth competed . . . . . . . . . . . . . . . . .
11.0
E. Proposed project layout drawing ® 1/8' or 1/10' scale with the following:
47.1
1. Plan view with host structure area of attachment, enclosure length, and
17.0
projection from host structure
15.0
2. Front and side elevation views with all dimensions b heights .
123 MPH
3. Beam span, spacing. b size . . . . . . . . . . . . . . . . . . .
133
(Select beam size from appropriate 3A1 series tables)
50.8
4. Upright height. spacing, b size . . . . . . . . . . . . . . . . . . . . . .
200
(Select uprights from appropriate 3A.2 series tables)
1110
(Check Table 3A.3 for minimum upright size)
140.1 MPH27.0
'S. Chair rail or girls size. length, b spacing . . . . . . . . . . . . . . . . .
(Select chair rails from appropriate 3A.2 series tables)
17.0
•6. Knee braces length, location, b size . . . . . . . . . . . . .
65.7
(Check Table 3A.3 for knee brace size)
27.0
4. Highlight details from Aluminum Structures Design Manual: Yes
No i
A. Beam b purfin tables w/ sizes, thickness, spacing, b spans / lengths. Indicate .
160 YPH
Section 3A tables used:
20.0
Beam allowable span conversions from 120 MPH wind zone. '0* Exposure to
75.4
_MPH wind zone and/or *C' or 'D' Exposure for bad width_
Look up span on 120 MPH table and apply the following formula:
i
SPAN REQUIRED --I F_ REQUIRED SPAN NEEDED IN TABLE
_/_(bord)=
EXPOSURE MULTIPLIER
Oz
(see this page 3)
Z
B. Upright tables w/ sizes. thickness. spacing. b heights . . . . . . . . . . . . . . -
(Tables 3A.2.1, 3A.2.2, or 3A2.3)
Z f=
Upright or wall member allowable height I span conversions from 120 MPH
wind zone, W Exposure to _MPH wind zone and/or 'C' Exposure for bad
F
at kn
width_
a�
Look up span on 120 MPH table and apply the following formula:
SPAN REQUIRED ___1 F_ REQUIRED SPAN NEEDED IN TABLE
_1 _(bord)=
L_ EXPOSURE MULTIPLIER
(see this page 3)
Yes No
C. Table 3A3 with beam b upright combination if applicable . . . . . . . . . . . . -
D. Connection details to be used such as:
1. Beam to upright /
2. ............................. �L
3. Beam to wag . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -
4. Beam to beam . . . . . . . . . .. . . . . . . . . . . . . . . . . . .
5. Chair rail, punins, b knee braces to beams b uprights .
6. Extruded gutter connection . . . . ...... . .... . .. . . .... . -
E. U4ip, angles and/or sole pate to deck . . . . . . . . . . . . . . . . . . -
Foundation detail type b size . .
• Must have attended Engineers Continuing Education Class within the past two years.
'• Appropriate multiplier from page t.
GENERAL NOTES AND SPECIFICATIONS
1. Certain of the following structures are designed to be married to Site Built Block, wood Dame or DCA approved
Modular structures of adequate structural capacity. The contractor / fame 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 / contractor has a question about the fast structure• the owner (at his expense) shall hire 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 20'-0' with a type II fooling, from the host Structure.
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 apply to attachments involving mobile and manufactured homes:
a. Structures to be placed adjacent to a mobile / manufactured home shag use 'fourth wall construction'. This
applies to utiliy sheds, carports, and / or other structures to be attached.
b. 'Fourth wall construction' means the addition shall be self supponirg with only the roof flashing of the two
units being attached. Fourth wall construction is considered an attached structure. The most common'fourth
wall construction' is a post b beam frame adjacent to the mobile / manufactured home. The
same span tables can be used as for the front wall beam. For fourth wall beam use the carrier beam table.
The post shall be sized according to this manual and/or as a minimum boa 2' x 3' x 0.050' with an 18'x2' x
0.044' knee brace at each end of the beam.
c. If the mobile / manufactured home manufacturer certifies in writing that the moble 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 Wilts and shag be allowed and freights
shall be selected from the same tables as for other screen wags.
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 bad shall be 30 PSF.
9. All specified anchors are based on an enclosed building with a 16' projection and a Z 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.lebpe.com
12. When notes refer to screen rooms, they shag apply to acrylic / vinyl rooms also.
13. All gutter systems in which the back of the gutter is at or above the pan nb or above the top surface of a
composite panel roof shall have a minimum 2' diameter hole in all gutter end caps or alternate water relief pots
In the gutter.
14. All aluminum extrusions shall meet the strength requirements of ASTM 8221 after powder coaling.
15. Ali 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 HAMA /
NPEA / NSA 2100-2 for category I. II, b III sunroo is, non -habitable and unconditioned.
17. Post members set in concrete as shown on the following details shat' not require knee braces.
18. Aluminum metals that will come in contact with ferrous metal surfaoos or concrete /masonry products or pressure
treated wood shall be coated w/ two coats of aluminum metal-and4nasonry paint or a coat of heavybodred
bituminous paint, or the wood or other absorbing material shall be painted with two coats of aluminum house
paint and the joints seated 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. All 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. Only fasteners that are
warrantied 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) shag have fasteners made of non4nagrledc
stainless steel 304 or 316 series.410 series has not been approved for use with aluminum inum by the
Aluminum Associaton and should not be used.
21. Any project covering a pool with a salt water chlorination disinfection system shag use the above recommended
fasteners. This Is not limited to base anchoring systems but Includes all connection types.
22. Screen, Acrylic and Mnyl 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 paneVsolid wag area exceeds 40%, glass room engineering 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 loads used for screen b vinyl rooms are
from Chapter 20 of The 2007 Florida Building Code with 2009 Supplements. The bads assume a mean roof 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 zones. All loads
are based on 20 120 screen or larger. Ag pressures shown in the below table are in PSF (#ISF). 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 sped6cAll framing
components are considered to be 6061 T-6 except where noted otherwise.
Section 3A Design Loads
for Screen, Acrylic b Vinyl Rooms
Exposure'S'
Note:
Framing system of wean, Wryl and glass rooms ars mraldered to be mein trams ratWams components. To convert 11m
above bads from Fniosi 'B' b Exposww'C' or'O' see Tatle 3AC next page.
Table 3A -A Conversion Factors
for Screen b Vinyl Rooms
Table 3A43 Conversion Factors
for Over Hangs
From exposure B' to exposure -C'
VYlnd Zone Applied Load amecdon Bending
MPH (SISF) (d
Bask
Wind
Pressure
screen
a VW Rooms
Roof I Walls
Over Nang
All Roofs
100 MPH
13.0
10.0
12.0
46.6
110 MtL
14.0
11.0
13.0
47.1
120 MPH
17.0
130
15.0
48.3
123 MPH
1a0
133
15.9
50.8
130 MPH
200
15.0
1110
56.6
140.1 MPH27.0
75.4
17.0
21.1
65.7
140.2 MPH
27.0
17.0
211
65.7
160 YPH
28.01
20.0
24.0
75.4
Note:
Framing system of wean, Wryl and glass rooms ars mraldered to be mein trams ratWams components. To convert 11m
above bads from Fniosi 'B' b Exposww'C' or'O' see Tatle 3AC next page.
Table 3A -A Conversion Factors
for Screen b Vinyl Rooms
Table 3A43 Conversion Factors
for Over Hangs
From exposure B' to exposure -C'
VYlnd Zone Applied Load amecdon Bending
MPH (SISF) (d
too
46.11
1.01
1.02
110
47.1
1.01
1.01
120
48.3
1.00
1.00
123
30.5
0.98
0 9F-
130
Sas
0.95
0.92
140.1
65.7
0.90
0.86
140.2
65.7
0.80
0.118
150
75.4
0116
0110
O
Conversion Table 3A -C
Load Conversion Factors Based on Mean Roof Height from Exposure 'B" to 'C" b 'D'
a
"0'
posure'B'to'CExposure B to
Mean Roof Load Span Multiplier Load Spm Multiplier
Height' Conversion Comnrebn
Factor Bending Deflection Factor Bending Deflection
i
0.13' 1.21 0.91 0.94 147 0.63 069
W-20' 1.29 0.68 0.92 t S4 051 0.87
W
tu
20' .25' 1.34 0.66 0.61 1.60 0.79 0.86
43
25' .30' 1 1.40 0.55 0.69 1.66 0.7a 0.55
rig
'Use Wger mean rod height of hog sslxaue or andomrs
U.O
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=
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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 HOST STRUCTURE OR
ROOF SECTION) A FOURTH WALL FRAME
RIDGE BEAM
(PER TABLES 3A.1.4)
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
EDGE BEAM (SEE TABLES
3A.1.1 a 3A.1.2)
'LW` FOR
H. // U RIxHT
EIGHT (h) 1' x 2'
v— MIN. 3.1R' SLAB ON GRADE
VARIES OR RAISED FOOTING
TYPICAL SCREEN. ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS
PAGE 7)
W/ SOLID ROOF TYP. FRONT VIEW FRAMING
(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
P/7 P/7 @ FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS)
(SEE TABLES) w
O.H. U
SOLID ROOF x �
NO MAXIMUM w w
(ELEVATION SLAB OR GRADE)
P =PROJECTION FROM SLOG.
VA4 VARIES LW = LOAD WIDTH
NOTES: A, P VARIES �F
1. ANCHOR 1' x 2' OPEN BACK EXTRUSION W/ 114'x 2-1/4' CONCRETE FASTENER MAX. OF Z-0' O.C.
AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1' x Y TO WOOD WALL W/ 010 x 2-1/2' S.M.S. WI
WASHERS OR 010 x 2-1/2' WASHER HEADED SCREW 7-0' O.C.. ANCHOR BEAM AND COLUMN
INTERNALLY OR W/ ANCHOR CLIPS AND (2) 08 SCREWS W/ WASHERS ® EACH POINT OF
CONNECTION.
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P2 + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3
4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
1100-1231 130140 1 150
08 1 010 012 =
TYPICAL SCREEN ROOM
SCALE: 1/8' = 1'-0'
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