HomeMy WebLinkAbout2725 River Landing DrRECEIVED
�'k o erV jC� AN 17 2012
L.104- �, CI F SANFORD
BUILDING & F . ON,
PERMIT APPLICATION
Annlimfinn No. ' 2 — W S � lkwumenW Con¢troetinn Vslne- 1 2-200V(30 ZO0'(30
Job Address: Z-,55 R , it r (.sand 1 a d✓ Df • Historic District: Yes ❑ No
Parcel ID• 7� - 19- 3 0 _ 5 sy - ooc',O - Q (- Z-7 Zoning:
• 0. VM.
Description of Work: n �tG��
n endo--,ore-
Plan
GE I ► i{ roo � exp ti -hr q S 1 a b
Plan Review Contact Person: e%5� Cr' Title: �fCS
Phone: 40'I 4{0l - 9 q A 9 eta 1 Fax: 'tori -3105 - 319t-i� E-mail: ju��i�� d i nct�GLal -C
Property Owner Information
Name m 1 404" e 6 Phone: `VO-) \06
Street:-�.L'Y� Cvlot�� al ( n}(f PCs.):{ *240 Resident of property?: NO
City, State Zip: L j,,14 H a r _ FL 3 Z--7 to
Contractor Information
Name -50n (A) h4, Pbone:40'1 %I -998q et/1 4o7g--v-?778
dFt:
Street: 510 Uxk C Lc ry.ilz -D: Fax: go 1 5 - 319 `A
City, state Zip: eh J 10 01u �L 3Z"iCoif State License No.: 5CC-6484Q3
ArchitectlEngineer Information
Name. j!W1111CA-� t;r\' eef-sin Phone: &
Street: 41 1 I r u 0+i -t+ A- U Fax: 3 -7 &-7 - 65 -'WP
city, St, zip: Por+ bkL, G! FL -3-71 7-7 E-mail: i �. lCb,oC. lO�YI
Bonding Company:
Address:
Building Permit O
Square Footage:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical O Plumbing O
New Service - No. of AMPS: New Construction - No. of Fixtures:
Mechanical O (Duct layout required for new systems) Fire Sprinkler/Alarm O No. of beads:
• 01/09/2012 20:44 4078307778
SUN STATE SIDING PAGE 05/05
Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no
work or installation has conmrnenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating coramuction 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.
2W NIERI AFFIDAVIT: 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 COMM fENCEMENT 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.
NC3110E: 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 govermncntal entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owncr of the properly of the requirernents of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculste a plan review charge. If the executed contact is not submitted, we reserve the ri& 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.
SiZZ d0w r,pAnt OF 136
"; PATRICKA. SIr 7m
r_ AIIY COA4MISSION 0 DD 813407
EXPIRES: September Z 2012
.h ooneoe7An,Maeryge�eu�a�+vA�en
Owuer/Agent is Personally Known to Me or
Produced 1D ' ' Type of ID
sigutm of COMMS tor/Ar-W ki Dam
�w�zD G . L• G+SSL.LYZ
conaacoar/n$cot':'�Ipme
. ��i•Y 0 � �,'2 N�m�_
Contractoi'I& ersona
Produced lD 1ninnut of ID
1// -7 L
ba
Known tb Me or
APPROVALS: ZONING: Ak ��>�-�.il UTTLITTES: WASTE WATER;
ENGINEERING: FIRE: BUILDING: /Iaza
/ f A�
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:
Furnish and install screen room on existing slab with 3" Elite panel roof
with 12" overhang, extruded drip edge fascia, 14' of 6" gutter and (1) 3 x 4 downspout,
(1) 3'0" x 6'8" screen door, 18 x 14 charcoal screen, finish caulk both sides.
Chair rail height 36"
Model
Price
Lexington
$1,950.00
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. 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
L4nd Surveyors
769 Douglas Avenue, M monW Springs, Rodda. 32714 (407)788-8808
Member or be Fkw da Swreyfng and bbppM Sod* and American Congress on Smeem and Mapping
Map oiSunrey
OffICE
PERm!-T # _ QGem
jUr,. �r
CURVE TABLE Q 1050, o*,
CURW I LENGM I RAauS Deft e-kc-15rh� 51" /
CrI 11.651 4&W 1
Lot 171 -A-
I Z�A' raww.re..,�.vsHR�.
Y 89.58'13'E M9D.01
L 1LT s s fir
TOM" no*" P&MOM IndOW
it
–7�fr7
Trad 'A'�� to car trs car 7)4 car t�rsr i of In Lor to con ns
z l 1
W-WN1929WI lM=
C1 N89058'130E 178.47
«_
Z08208.94
FW
I •LI--� �UlO
o3no�ddv CIL River Landing Drive
S33IMS 1ft1IFU913A30 TIV 911ii' "d (MM" Trad B-Aoww
M31h3H ►dn':a W1011119' cawwVS o AW MwWkmwRmft efPAMAmw-MW
LEGAL DESCRIPTION
177
`R verview Townhww Phase IF,
eraorao�q m tfiepiLatOrlrearasrec�rdiadb, p&tbork75at pmge(s) 5t -58
6/0repub%remnds dSamhoAe Cora�p% Aorlida.
a000n�®m d1e l�ood6urra+fae R�Ye p aomm�sdyAanalmrnber
t2aesf t�ddtede�orn
Moodla,edebam,Mso Ompofix edOrpRohfcpibE9;yeov,food
Ofs MwftWA%wpfv►ftdbyFBf/l by
O,fsbtnmde0ar►t�i,Btlds:one?iesxacrmr,ebeaQaneai,a*ba*ftm,8,ed
bye sbrdy. NbaSwwnorawano�brecbral k "0!9
�rnWasa
;rSWMpwft. b)ftreaonPROPOSED•
2 No aerie( mofboe aatfswlao-uftb abloom tt w,de p=mdim mv9merrb or
Srrbalofaodaertel� dant womb cabd
A &A'ft bas alrown are to ble erde Wwr&fslmd fbrmddfi w awffbe afwmboard
A. EJeraOM dWW Aefeof►. Barry, areas jnW and wets retained b m appraed.
Corraburcbor, plans provided by Bre ChW wdm rC m ire noted and are abown.
c*fD de W ft pf poaedaactrr cMbmrree in eWoelm rea*o m tee a=uned
. b3nlp0/8ryB@llrlfrJlafkall0wnbale0e.
S The pemelaerwn berecn b subject m ali eosem 9 I t resmagOm -Mc bm s5 and
P ft4f-+obrdafbeenWIMON d6AtWfry a OrnWrnb*dommwtAbaem,0offt
� 77re A�d/desaiptibn aAown he,eon b es Aarisfre00yrfimrt
7. Pied and aged deftncse and are @re same wrksa aMwvdw Homed
etCgplesofBle&seeya*bemaderbrftarIO ►bansarfa ony.
• Deriopes b'Avn rvd wBA paaotc rep marAed LB�9J7, a7s'ion rod wAri
red pwft cap marred Iffibm s Ownse OWU ot►,erwbe noted
O DwWw P.C.P. (Pemravient ea -A a point)
■ Denotes PlemranentRsfbafre Abfuunent •
01Marr 6 Aaaoddes Om AA169 b marvk d
Carmne-A , Ablreal
Ogre -L Anmio P.SALp814 IWW11 ► exla
Mena 6 Apeoietap trap. &isle dfUrrde LB 1
vs
b
� r
v Q
m k Lot 179
coI
o
C A
_ 300.50
N 89.58'13'E 509.44 "p
SEMCK&
Flont?J.6' Side : ? tT Rei►: d.5'
f3EMM fiA M1?W bmw*W Mmm, hereon are Omeed qm ft
eeseempratbrw,darpesbft mw,*fOww-
Vbdwddmiebaseda,wwir *7gpra,fsasp vridedbyOreDamm
par*w byEWwAYgireW bw. Jbbl t2t.
6
, ►-,r,
rwwwwN
ore
Oftw
Ojm
OftwRbw * 80Wt
BOW
Beffiaal�aaeR
fB
PC
d
pOiafdOww-G--
owef
CA.
d
CaneaforPWAO
PCG
FOlddcompow0cman
CALCOdd
P.C.P.
FdmgnMOPOWP W
CB
ChoidBm bs
CD
0"
PARP�arnreneefRelbreraoelbnuraenr
GLL
OFemslbmnri
I
ELo EMVPA - 1, -(rm0meM
P.OA
A0.G
POWOP13161, p
pa"Ceomawwwoomt
MftEL
FatR
13 11O"Oftow"
rawd
PL
Feiaro/bamrae'OF -
fBsr
+SSI sdfbaBbfa6ar
AIM
POr Offtem cwou"
FOtr-ol 7'
LP.
bon Fie
R
R
LR.
bon Rod
RAO
bR"
L
AML030
RES
-Id raoF-
Pl
Reea-
LB
LS
WaWdBwh=
Lawsw►� w
RAY
TYP.
TSOWCOW Brnd�v+erlt
Ube
Af amw
IiF
NO(N6D)
AraiandAtrR
-f-JL
FwioeaeambWA-d=WW
NR
AWROM
A k4
F'vaaa>+bordwcftmbae)
Sketch of Legal Desaip�on
This is Not a Survey
Drallrrby: Of
Flepmredrrr. MW M, ae
.Alb AtoraeorI 01.00 Of
&cmft I, -,W
Pb mWPwfwwf*O54"f
Fina/8brveTr.
Lo(LOT
ROOF PlAr1 - � 3n�LITE PANLL, H£T wA� T �
I Ila , Z.p I
YZ'' I' FASC..10
Z^O iii . (TYo) —�
Fiewr wRLL
SIDE WALLS
' L,Njt3.
r
SUN STATE SIDING, INC.
554�0 LAKE LENELLE DRIVE
UHULUOTA, FL 32766
DONALD G. GEISSLER, JR.
SCCO48423
407 830-7778 PHONE/407 365-3194 FAX
3 01.114 PAI3tL
6'y" ---�
IZ'8o
3, ELnf ?Aorl.
IXZ II Zxz
ML
(II I{ ls?.Ljj
41— N --+ y►
16- s'
he z
0
d.Z,Kz
li z
36" 36" 30
'1-�
HAY v0sf.
pAss Fodr
rcr
SPsN
2x3
Z1t3
Z><y
6'y" ---�
IZ'8o
3, ELnf ?Aorl.
IXZ II Zxz
ML
(II I{ ls?.Ljj
41— N --+ y►
16- s'
he z
0
d.Z,Kz
li z
36" 36" 30
'1-�
HAY v0sf.
pAss Fodr
rcr
SPsN
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
Lawr ce E. Bennett and are in compliance with The 2007 Florida tinlohng Code Edition with 2009
Sup ements. Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A 8 II -A; Exposure
'B' or'C'_ or'0'_; Importance Factor 0.87 for 100 MPH and 0 77 for MPH and higher; 120
MPH or _MPH for 3 second wind gust velocity load; Basic Wind Pressure; Design Pressures
for Screen I Vinyl qooms can be found an qW 3A -a:
a, 'B' exposure= 3 PSF for Roofs b PSF for Wags
b. 'C' exposure = _PSF for Roofs b _PSF for Wags
c. 'D` exposure = _PSF for Roofs 8 _PSF for Walls
Negative I.P.C. 0.18
For 'C' or "D* exposure design loads, multiply 'B" exposure loads by factors in table 3A -C on page Sar.
2. Most Structure Adequacy Statement:
I have inspected and verity that the host structure is in good repair and attachments made to the
struct re will be solid. t�
G(-(SSLE� Phone: 0-1 rl t� f 7 el
tor / Auth 'zed p' Nam (please print)
Date: 1' 10-IZ
Contractor / Authorized Rep• Signature
M\ Lo t ti l 9. J f gild
Job Name b 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 b address on plans . . . . . . . . . . . . . . . . . . . . . . . -
B. Site plan or survey with enclosure location . . . . . . . . . . . . . . . . .
C. Contractor's / Designers name, address, phone number, d signature on plans . -
D. Site exposure forth completed . . . . . . -
E. Proposed project layout drawing ® 1/8' or 1/10' scale with the following:
1. Plan view with host structure area of attachment, enclosure length, and . -
projection from hast structure
2. Front and side elevation views with all dimensions d heights
3. Beam span. spacing. d size . . . . . . . . . . . . . . . . . . . . . -
(Select beam size from appropriate 3A.1 series tables)
4. Upright height, spacing, d size . . . . . . . . . . . . . . . . . . . . -
(Select uprights from appropriate 3A.2 series tables)
(Check Table 3A.3 for minimum upright size)
'S. Chair rail or girls size, length, E spacing . . . . . . . . . . . . . . . . . . -
(Select chair rails from appropriate 3A.2 series tables)
6. Knee braces length, location. 3 size . . . . . . . . . . . . . . . . . . -
(Check Table 3A.3 for knee brace size)
4. Highlight details from Aluminum Structures Design Manual: Yes NV
A. Beam b puffin tables w/ Sizes, thickness, spacing, b spare / lengths. Indicate . . - -
Section 3A tables used:
Beam allowable span conversions from 120 MPH wind zone, 'B" Exposure to
_MPH wind zone and/or 'C* or 'D' Exposure for bad width_
Look up span on 120 MPH table and apply the following formula:
SPAN REQUIRED � 1 REQUIRED SPAN NEEDED IN TABLE
_/_(bord)=
L- EXPOSURE MULTIPLIER
(see this page 3)
B. Upright tables w/ sizes, thickness. spacing, b heights . . . . . . . . . . . . -
(Tables 3A.2.1, 3A.2.2, or 3A.2.3)
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 load
width_
Look up span on 120 MPH table and apply the following formula:
SPAN REQUIRED ---i F- REQUIRED SPAN NEEDED IN TABLE
/_(bord)=
L _ EXPOSURE MULTIPLIER
(see this page 3)
Yes No/
C. Table 3A.3 with beam d upright combination it applicable . -
0. Connection details to be used such as:
1. Beam to upright
2. -
3. Beam to wall . . . . . . . . . . . . . . . . . . . . . . . . . -
4. Beam to beam . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
S. Chair rail, puffins, d knee braces to beams 3 uprights . . . . . . . . . . . . -
6. Extruded gutter connection . . . . . . . . . . . . . . . . . . . . . . . . .
E. -
U -clip, angles and/or sole plate to deck . . . . . . . . . . . . . . . . . . . -
Foundation detail type d size .
• Must have attended Engineers Continuing Education Class within the past two years.
" Appropriate multiplier from page 1.
GENERAL NOTES AND SPECIFICATIONS
1. Certain of the following structures are designed to be married to Site Built Block, wood frame or OCA approved
Modular structures of adequate structural capacity. The contractor I home owner shah verify that the host
structure is in good condition and of sufficient strength to hold the proposed addition.
2. If the tame owner / contractor has a question about the host structure• the owner (at his expense) shall hire an
architect or engineer to verify hast 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 footing, from the host structure
4. Freestanding structures shall be limited to the maximum spans and size limits of component parts. Larger than
these limits shag have site specific engineering.
5 The proposed structure must be at least the length or width of the proposed suuuone w•.,,.,... "
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 shall use'fourth wall construction'. This
applies to uUlry sheds, carports, and / or other structures to be attached.
b. 'Fourth wall construction' means the addition shall be self supporting with only the roof gashing of the two
units being attached. Fourth wag construction is considered an attached structure. The most common'fourth
wall construction' is a post d beam frame adjacent to the mobile I manufactured home. The
same span tables can be used as for the front wall beam. For fourth wag beam use the carrier beam table.
The post shall be sized according to this manual and/or as a minimum be a 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 wriUrg that the mobile home may be attached to,
then a 'fourth wall* is NOT required.
5. 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 infnlls and shag be allowed and heights
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 toad shall be 30 PSF.
9. All specified anchors are based on an enclosed building with a IV 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 wwnv.lebpe.com
12. When notes refer to screen rooms, they shag apply to acrylic / vinyl roans also.
13. All gutter systems in which the back of the gutter is at or above Che pan rib or above the top surface of a
composite panel roof shall have a minimum T diameter hole in all gutter end caps or alternate water relief ports
in the gutter.
14. All aluminum extrusions shag 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-T6 after heat treatment and paint process
16. Framing systems and room additions using this section of the mzrual comply wl requirements of the AAMA I
NPEA / NSA 2100-2 for catagory I, If. b III sunrooms, non -habitable and unconditioned.
17. Post members set in concrete as shown on the following details shall 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 -bodied
bituminous paint, or the wood or other absorbing material shall be painted with two coats of aluminum house
paint and the joints sealed with a good quality caulking compound. The protective materials shall be as fisted in
section 2003.8.4.3 through 2003.8.4.6 of the Florida Building Code or Caobound 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 rat be used.
20. Any structure within 1500 feet of a salt water area; (bay or ocean) shag have fasteners made of non-magnetic
stainless steel 304 or 316 series.410 series has not been approved fx use with aluminum by the
Aluminum Associaton and should not be used.
21. Any project covering a poop with a salt water chlorination disinfection system shall use the above reoanmended
fasteners. This is not limited to base anchoring systems but includes all connection types.
22. Screen, Acrylic and Vicryl Room engineering is for rooms with solid wall area of less than 40%, pursuant to FBC
1202.1. Vinyl windows are are riot considered solid as panels should be removed in a high wand evenL For
rooms where the glazed and composite panel/solid wall 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 wiM loads used for screen d 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 39; roof slope of 0' to 20';1= 0.87 for 100 MPH zone, I = O.Ti' for 110 MPH and higher zones. Ag loads
are based on 20 120 screen or larger. Ag pressures shown in the below table are in PSF (NISF) 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 spectficAl framing
components are considered to be 6061 T-6 except where noted otherwise.
Section 3A Design Loads
for Screen, Acrylic b Vinyl Rooms
Exposure Ir
Note:
Frsi di systems of screen, vhryl and glass rooms we arnsi0ered to be main frame resMaroe oomponentL To convert the
above beds from Exposure re'to Exposures •C• or VD we Table 3A.0 nW page.
Table 3A -A Conversion Factors
for Screen 8 Vinyl Rooms
Table 3A$ Conversion Factors
for Over Hangs
From exposure -u- to exposure -G-
Wind Zone Applied Lead Deflection Bending
MPH d
100
46A
101
102
110
47.1
Loll
1.01
1 zo
46.3
1.00
1.00
123
50.8
0.96
0.97
130
56.6
095
092
1441
65.7
0.90
066
,.42
65 7
0.90
066
150
75.4
0.116
ttR71
.. .14
i
O
Conversion Table 3AC
Load Conversion Factors Based on Mean Roof Height from Exposure 'B' to 'C" b 'D' a
SITE EXPOSURE EVALUATION FORM w
U
i�
Exposure 'S" lo'
Exposure
'S' to O'
Mean Root Load Span Multiplier
Load
tyo
Span Multiplier J
Helow Conversion
Conversion
F
Factor Seeding DeMetlon
Factor
Banding Deflection
0.15' 1.21 0.91 0.94
1.47
i
0.63 0.68
15' • 20' 1.29 0.88 0.92
7.54
0.81 087 J
2W -2V 1.34 0.88 0.91
160
079 086 LQ7
2S'. 30' 1.40 0.85 0.89
1.66
0.78 085 W
• Use larger mean roof height of host abucsrre or enclosure
lar
I I
U.C
Values aro from ASCE 7-05
Z F
z
c3
ot
6oir
O
I
�
a�
I
I
o0
QUADRANT III
L3
U
sort
( EXPOSURE &
LL
j d
I
F
SITE EXPOSURE EVALUATION FORM w
J N
Q g
Q 2 � O
20 48 WW
:7 H
>J O
Q.
O ? J W
LU W I --
IX
IX Z co
J 0
Z
W
�0: Q J W
N Z U Q
H
Z X U Z
U Z S?
2�w
J WO
Q O
i
v -
Vit
-J k7i
LL W i`
. ZC Co
2✓ J O e
m Z o
C13 y m c
W ,5 '�-q
L
SHEET
2
OF 12
0
N .
ru
U
r- --r
I
- - - - - - - - - - -
�
o
a
QUADRANTI
60o
F
i
EXPOSURE I
9
I
I
i
I
_ _ 6W I
o
QUADRANT N
�` I
z0
1ar4�ar
EXPOSUREI
C
lar
I I
QUADRANT II
Z F
a I I
lar EXPOSUREot
c3
ot
6oir
I
�
a�
I
I
o0
QUADRANT III
I
U
sort
( EXPOSURE &
I
j d
I
L-•--•--•--•--•-
mO
H
°p�
•--•--•J
NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD
Z w
SITE
w w
USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS V, 'C. OR TY
z Q
EXPOSURE. 'C' OR 'Er EXPOSURE IN ANY QUADRANT MAKES THE SITE THAT EXPOSURE.
Z
EXPOSURE C: Open terrain wih scattered obstructions, including surface undulaltions or other
W 0.
K of
irregularities, having heights generally less than 30 feet extending more than 1,500 feet
0 ui
from the building site in any quadrant
Oil)
W
1. Any building located Within Exposure B -type terrain where the building is within 100 feel tY
horizontally in any direction of open areas of Exposure C-type terrain that extends
Q
than 600 feet and width greater than 150 ft.
W
2. No short term changes in b', 2 years before site evaluation and build out within 3 ars, i
site will be V.
3. Flat
a
open country, grasslands, ponds and ocean or shorelines in any quadrant or g
tep W
than 1,500 feet
J W
4. Open terrain for more than 1,500 feet In any quadrant.
IM
Z
SITE IS E URE: EVALUATED BY: 6 DATE: ' JL N H
SIGNATURE: LICENSE M SG L bg 4 i� Z�_
LL
08-12.2010
J N
Q g
Q 2 � O
20 48 WW
:7 H
>J O
Q.
O ? J W
LU W I --
IX
IX Z co
J 0
Z
W
�0: Q J W
N Z U Q
H
Z X U Z
U Z S?
2�w
J WO
Q O
i
v -
Vit
-J k7i
LL W i`
. ZC Co
2✓ J O e
m Z o
C13 y m c
W ,5 '�-q
L
SHEET
2
OF 12
0
N .
ru
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 U1 of The AluAinum Association of Washington, D.C.
Aluminum Design Manual Part IA and AA ASM35. Appropriate multipliers and conversion tables shall be
used for codes other than the Florida Building Code.
Structures sized with this manual are designed to withstand wind velocity bads• walk-on or live bads.
and/or loads as listed in the appropriate span tables.
AN 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. #34927 and a, copy of his letter
of review and statement no financiahnieest is available upon request. A Dopy of Brian StirGrgs' leder is
posted on my wob site, www.lebpe.00m.
2. Any user of this manual, for the purpose of acquiring permits• must be a licensed Architect. Enguheer,
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 Ily
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.
INDEX
This packet should contain all of the following pages:
SHEET 1: Aluminum Structures Design Manual, Index. Legend. and Inspection Guide for
Screen and Vkmyl Roans.
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 purfin details.
SHEET S. Beam connection details.
SHEET 6: Knee wall• dowel and footing detains.
SHEET 7: Span Examples. Beam splice locations and detail. Alternate sell•matrg beam
to gutter detail.
SHEET &110: Tables showing 110 mph frame member spans.
SHEET 6-120: Tables showing 120 mph frame member spans.
SHEET 6-130: 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 put to beam and
anchor schedules.
SHEET 10A: Solid roof panel products - General Notes a Specifications, Design Statement
design load tab, and gutter to roof details.
SHEET 108: Roof connection detains.
SHEET IOC: Roof connection'rdstans, valley connection elevation, plan a section views•
pan a compos panels to wood frame details• super a extruded gutter to pan
roof details. .• ;
SHEET 1013: Roof to panel details, gutter to beam detail, pan fascia a gutter and cap water
relief detail, beam connection to fascia details, pan roof ac hcring details.
SHEET 10E: Panel roof to ridge beam ® post details• typical insulated panel section,
composite roof panel with shingle finish details.
SHEET 10F: Tables showing allowable spans and applied bads for riser panels.
SHEET 10G: Manufacturer specific design panel.
SHEET 10H: Manufacturer specific design panel.
SHEET 11: Die shapes a properites.
SHEET 12: Fasteners - General notes a specifications, Design statement• and allowable
bads tables.
EAGLE 6061 ALLOY IDENTIFIER"' INSTRUCTIONS
FOR PERMIT PURPOSES
To: Plans Examiners and Inspectors.
These identification instructions are provided to contractors for permit purposes. The data below illustrates
our unique 'raised' external identification mark (Eagle 6061 "') and its location next to the spline groove, to
signify our 6061 alloy extrusions. It is ultimately the purchaser's / contractors responsibility to ensure that the
proper alloy is used in conjunction with the engineering selected for oonstnxtion. We are providing this
identification mark to simplify -Identification when using our 6061 Alloy pooch
A separate signed and sealed certification letter from Eagle Metals will be provided once the metal Is
purchased. This should be displayed on site for review at final Inspection.
The inspector should look for the identification mark as specified below to validate the use of 6061
engineering.
EAGLE 6061 I.D.
DIE MARK
LEGEND
This engineering is a portion of the Aluminum Structures Design Manual ('ASOM') 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 enoanpassed in the ASDM;
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 Banned evidencing the license
granted in such agreement.
1.4. Will not alter, amend, or k;&, ire ^^N notir9 on tho A.SDM.;
1.5. Will only use the ASOM in accord with the pd'v3. -' c;—ida Status section AM.113(9)(b) and the notes fimilurg the
appropriate use of the plans and the calculations in the Aa_.
1.6. Understands that the ASOM is protected by the federal Copyright Act mw ftu: V d; -ilution •.._ASDM to any
third party (other than a local building department as part of any Contractors own work) m, It, infrince- •
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 ASOM is provided 'as W arid "as available.'
Bennett hereby expressly disclaims all warranties of merchantability, fitness for a particular purpose, and non•infringement. In
particular, Bennett its officers, employees, agents, representatives, and suooessors, do not represent or warrant that (a) use of the
ASOM will meet Contractor's requirements (b) that the ASOM is free from error.
3. UMRATION OF LIABILITY. Contractor agrees that Bennetrs entire liability• if any, for any claim(s) for damages relating to
Contrectors use of the ASOM. which are made against Bennet, whether based in contrail negligenoe, or otherwise, shall be
limited to the amount paid by Contractor for the ASDM. In no event will Bennet be liable for any consequential. exemplary,
incidental, indirect, or special damages, arising from or in any way related to. Contractor's use of the ASDM, even it Somali has
been advised of the possibility of such damages,
4. INDEMNIFICATION. Contractor agrees to indemnity, defend, and hold Bennet harmless, from and against any action brought
against Bennet, 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 attorneys' fees, to the the extent that such action is based
upon, or in any way related to. Contractors use of the ASOM.
CONTRACTOR NAME: nl l S S 1- R. 2 'T V -
CONTRACTOR LICENSE NUMBER: 5C Co V y Z
COURSE S 0002299 ATTENDANCE DATE: 1 ZJ to
CONTRACTOR SIGNATURE: C
SUPPLIER:
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:
Yes No
a. Permit card a address . •. . . . . . .
—
b. Approved drawings and addendums as required ! . . . . . . . . .
—
c. Plot plan or survey . . . . . . . . . . . . . . . . . . . . . . .
—
d. Notice of eammenoemerkt .. . . .
—
2. Check the approved site specific drawings or shop drawings against the "AS
BUILT' structure for.
Yes No
a. Structure's length• projection, plan a height as shown on the plans. . . . . . .
— —
b. Beam sizes, span..spadrg a stitching screws (d required). . . . . . . . . . . .
— —
a Purlin sizes, span a sparing .. . . . . . . . .... . ... ...... .
— —
d. Upright sizes• heighL spacing a stitching screws (f required) . . . . . . .
—
e. Chair rail sizes, length t ; _-- . .
— —
f. Knee braces are property installed (d required) .
—
g. Roof panel sizes, length a thickness . . . . . . . . . . . . .
3. Gheek load bearing uprights I walls to deck for.
Yes No ..
:r A•hy:a t^ek4t c r^ ? L".?:F.."'i^r^ . . . . . . . . . . . .
—
b. Correct number, size a spacing of fasteners to upright . . . . . .
—
c. Correct number, size a spacing of fasteners of angle to deck and sale 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 sae a thickness
b. Number, sae a spacing of anchors of beam to receiver or receiver to host structure
— —
c. Header attachment to host structure or beam . . . . . . . . . . . . . .
— —
d. Roof panel attachment to receiver or hast structure .
— —
e. If angle brackets are used for framing connections, check number, size a thickness
of fasteners . . . . . . . . . . . . . . . . . . . . .
— —
f. Post to beam attachments to slab .
S. Check roof panel system for.
Yes No
a. Receiver bracket, angle or receiving channel sae a duduhess . . . . . . . . .
—
b. Sae. number a spacing of anchors of beam to receiver . . . . . . . . . . . .
— —
c. Header attachment to host structure or beam. . . . . . . . . .
— _
d. Roof panel attachment to receiver or beam .
i
Notes:
t
PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF
HIGHWAY SAFETY a MOTOR VEHICLES DIVISION OF MOTOR
VEHICLES RULE 1SC-2, THE SPAN TABLES, CONNECTION
DETAILS, ANCHORING AND OTHER SPECIFICATIONS! RE
DESIGNED TO BE MARRIED TO CONVENTIONALLY
CONSTRUCTED HOMES AND / OR MANUFACTURED HOMES AND
MOBILE HOMES CONSTRUCTED AFTER 1984.
.y
THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
BASED ON THE LOAD REOUIREMENTS FOR THE 2007 FLORIDA
BUILDING CODE WITH 2009 SUPPLEMENTS.
MI din me 5 ry
JOB NAME: �7 {�
ADDRESS: 27 S 9 . LA"Sj) ob.
Got' 177 2%)
DRAWING FOR ONE PERMIT ONLY 08-12-2010
J
j o
Z W42
w
20 Z
Z0 \o N
(j3 J Z 0 m
UJ ZW
E
j W O n
Wed QU 0
jU ~d r
J (n
~ 5 J Z a
0 Q o
Q Z Z c
v
�W �W m'
Z X(9 o`
U 55U.
fn LU 0
J r
a
r
2 n
LL W LL y
W
a 1Z 2 c LL
m
4) o n m
C U 0 1
a � 8 n
m _9
UJ
•s o
to J m
O m
a
3%
F
r
?RU"SIU
SHEET
OF
0
0
N
1 Z
Z
tu
m
12 0
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) \ 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 3al.2)
'LW` FORMAX
/
H.// UPR GHT
EIGHT (h) / 1' x 2'
MIN. 3.1/2' SLAB ON GRADE
VARIES OR RAISED FOOTING
77
TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS
PAGE 7)
W/ SOLID ROOF TYP. FRONT VI-_�/V 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
Prz •Pn• @ FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS)
(SEE TABLES)— — c7 wu
OH. 1-v
SOLID ROOF x jr
NO MAXIMUM w y
(ELEVATION SLAB OR GRADE)
P = PROJECTION FROM BLDG.
vno vwo�cc LW = LOAD WIDTH
NOTES: 'P' VARIES
1. ANCHOR 1' x 2' OPEN BACK EXTRUSION WI 114'x 2-1/4' CONCRETE FASTENER MAX. OF 2'-0' O.C.
AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1' x 2' TO WOOD WALL W/ #10 x 2-1/P S.M.S. W/
WASHERS OR #10 x 2-1/2' WASHER HEADED SCREW 2'-0' O.C.. ANCHOR BEAM AND COLUMN
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS VV/ WASHERS @ EACH POINT OF
CONNECTION.
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF PQ OR Pf2 + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3
4. ANCHORS BASED ON 123 MPH WINO VELOCITY. FOR HIGHER WINO ZONES USE THE FOLLOWING
CONVERSION:
1100-1231 130 1 140 150
#8 #10 #12 #12
TYPICAL SCREEN ROOM
SCALE: 1/8' = 1'-0'
N_ N
LL
08.12-2010 1 OF
O
N
3 W
Z
Z
W
12 0
Q
2 (1)
J
20
e
o
U'
m
J In
W } J
N> w
o `
W
u
UJ
� U e
Q
cay
J Z e
0
U p ;
D 1= i
z
a
U
FU
Q w
U
V) Z
a
W
;
Wtu
0
Z U
z
0)
z
O
J )
Q
H
Q
U
L
t�
G
Z
O
r O
=
2 fo
JW-�i
LL uj LL
Z
2 at
LU 6 c6 x
a w LLL 8
O
C
CL
O0
1e.
c > a0 1�
LL LL
C U co
CL
v t
W %Uj
Jcl
co
O�
U O m
�x
cvac
LL
�lu
6
3 m
W W
y
~
C7 Q
wJa
.Jw
LL J
Om
w
i
We
70-16-11
SEAL.
SHEET
N_ N
LL
08.12-2010 1 OF
O
N
3 W
Z
Z
W
12 0