HomeMy WebLinkAbout118 S Palmetto Ave (3)CID �s- IJ\
Job Address: / S
Description of Work: 1.3A
CITY OF SANFORD PERMIT APPLICATION
Date:
Historic District: `/.2 !i Zoning: Value of Work: $1 f jo
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool__ In �t/L&kY-";
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole /ro L14 -
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x)
Parcel #:
Owners Name & Address:,rQ .Q (/ 14G {,L
Phone & Fax: !10 -7— 7( 3 0 �*714 Contact Person:
Bonding Company:
Address:
Mortgage Lender:
Proof of Ownership & Legal Description)
Phone: 1-v .[- — ]-l1
4 J
Te
Number:hone• _ 6 7 �' d — `
Address: n
Architect/Engineer:
Address:
Fax:
Application is hereby made to obtain a permit to do the work and installations i dtcat je� k or istallatton has commenced prior to the
issuance ofa permit and that all work will be performed to meet standards ofal elaws r lathis jurisdicti I understand that a separate
permit must be. secured for ELECTRICAL WORK, PLUMBING- SIGNS, WE L P LERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc. v
OWNER'S 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state a encies or federal agencies.
Acceptance of pe erification that I wi the owner of the property of the requirements Florida -Lien La , FS 7 f
0
atur f Owner/A Date Signature of Contractor/Agent ate
Print Owner/Agent's � e t 4�
Print Contractor/Agen 's N me
Signa re of No -State of F14 ' ate Signatur . of Nota State> �cDTpP98"7
P r%. Expires March 2na m, .;—
O ner/Agent is Persona ly Known to or Contractor/Agent is V/ Personally
Produced [D (�Y\J('�S'I�L+VL�I� WSpb 5�—SS�^V
_ Produced ID
to Me or
APPLICATION APPROVED BY: BIdg9.1 9 36 `o-�Zoning: Utilities: FD:
(Initial & Date) (In ial & at) I (Initial & Date)
Special Conditions:
(Initial & Date)
�� �� q
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
Personal Property I Please Select Account
PARCEL DETAIL
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2005 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
25 -19 -30 -SAG- S3 -SAN FORD
Parcel Id: 0302-0050 Tax District: WATERFRONT
Number of Buildings: 1
REDVDST
Depreciated Bldg Value: $91,977
Owner: HOUSE Exemptions:
Depreciated EXFT Value: $0
PETER K
Land Value (Market): $61,985
Address: PO BOX 271
Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32772
Just/Market Value: $153,962
Property Address: 114 PALMETTO AVE SANFORD 32771
Assessed Value (SOH): $153,962
Facility Name:
Exempt Value: $0
Dor: 17 -ONE STORY OFFICE NON
Taxable Value: $153,962
2004 VALUE SUMMARY
SALES
Deed Date Book Page Amount Vac/Imp
2004 Tax Bill Amount: $3,155
WARRANTY DEED 08/1997 03289 1607 $106,000 Improved
2004 Taxable Value: $153,962
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this DOR Code
ASSESSMENTS
LEGAL DESCRIPTION PLAT
LAND
LEG LOTS 5 TO 8 (LESS N 1 FT & S 78.2 FT OF W
Land Assess Method Frontage Depth Land Units Unit Price Land Value
30 FT) BLK 3 TR 2 TOWN OF SANFORD
SQUARE FEET 0 0 12,397 5.00 $61,985
PB 1 PG 58
BUILDING INFORMATION
Bid Num Bid Class Year Bit Fixtures Gross SF Stories Ext Wall Bid Value Est. Cost New
1 MASONRY PILAS 1950 8 3,303 1 CONCRETE BLOCK - MASONRY $91,977 $209,038
Subsection / Sgft CANOPY / 347
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
"* If you recently purchased a homesteaded property your next ear's properly tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web. seminole_county_title?PARCEL=2519305AGO30:... 10/14/2004
THIS INSTRUMENT PREPARED BY-
Y:'NAME:
i
'NAME:U X11, 4
�
Building & Fire Inspection
ADDRESS': �
SEtti11 OLE Cou.N1
1101 East 1 st Stre
�— . C ..
S L 1 b
ru�xa,:rs �,�ruxni r_runcr
Sanford, FL 327
dLVte-L- 6v,,'T. 4 N
State
TICS OF COlV MEl'�
CCEN.IENT
of Flbrida
County of Seminole
Permit No.
Tax Folio
No. (PID)
The undersigned hereby gives notice that '
nprovement will be made to certIain
real property, and in accordance with Chapter
713, Florida Statutes, the following information
is provided in this Notice of
Commencement.
DESCRIPTION OF PROPERTY (Legal
description of the property and street
address)��� p
GENERAL DESCRIPTION OF IM
ROVEMENT
ufflwIED PI
YA1+ %T MOIL
1Y� �<2 ink
a ��-�1 Cn (
IWAR
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VIM it ezr,.e,w..a
—
OWNER INFORMATION
Ii
! - 7-7-
7—Name
t
Nameand address 1 r✓` ��
S� - S -1 k
hen t+� U y 1 oLi 9D 0 a 900A
Kof
--I�a
Interest in property (Fee Simple, Parte
hip, etc.) ,lt
i
NAME AND ADDRESS OF FEE SIMPLE
TITLE HOLDER. (IF
i
OTHER THAN OWNER)
ONTRACTOR
e and address
J
I'Wb6� A4,5
SURETY (Bonding Company)
11111 I1 I11 Ila 8 111110 141101 ON I IIII Il Ili Ill Ills 111111111
Name and address
MkftNNt 140R1,4i. tY.f-RK 0F QRWIT MURT
Amount of Bond
SENINt- '- �
BK 05466 r -,C, 172-8
CLERK'S # 2004150781LENDER
RWjR1)1:A 09/fi ii :30:54 PH
Name and address
W1,11NI)IMi WLS WI
RF -1110H) HY L *Kinloy
Persons within the State of Florida designated by
Owner upon whom notice or other
documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes:
Name and address
i
Persons within the State of Florida Designated
by Owner upon whom notice
or other documents may be served as
provided by Section 713.13(1)(a)7.,Flori
a Statutes:
Name and address:
In addition to himself, Owner Designateq
of
To receive a copy of the Lienor's Notice as
Provided in Section 713.13(1)(b), Florida
Statutes.
Expiration Date of Notice. of Commen
ement
(The expiration date is 1 year from date
of recording unlev differentidate
i pecified.)
IC
i afar of Own
Sworn to and subscribed before met
s Day of �.
l�
y Commission Expires: •
OF n
y commission DD298997
Expires March 20, 2008
Notary Public
fore instrument
before this '
day of a�'1(kI r OL by
The oing was acknowl
ged me
rn o�A5, (N
ime of person acknowledged)
Type of identification),
who is pers nally known to me or who has
as identification and who did/did not take
produced
and oath.
CITY OF SANFORD
HISTORIC PRESER VA TION BOARD
APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
P.O. Box 1788, Sanford, FL 32772-1788
Phone: 407 330-5672 Fax: 407 330-5679
In addition to a Certificate of Appropriateness, a building permit may be required. Check with the Building
Department: 407 330-5660. A Certificate of Appropriateness may be required for projects that do not require
a building permit.
This Certificate must be prominently displayed on the building when work is in progress
1. General Information
Property Owner. Property Address: C.5
Mailing Address: Phone Number:
Fax Number.
Agent: Phone Number:
Address:Fax Number:
owntown Commercial Historic District• ❑Residential Historic District:
❑ _ This application is filed in'response to a notice from the Code Enforcement Department
I certify that all information contained in this application is.true and accurate to the best of my
knowledge. - -
Applicant: Owner:
cL
Date: Date: —
Please use the a tached criteria checklist as a guide to c mpieting the application. Incomplete
applications cannot be reviewed and will be returned to you for more information. You are
encouraged to contact the preservation planner at 407 330-5672 to make sure your application is
complete.
A Certificate of Appropriateness is valid for six months unless otherwise noted
OFFICIAL USE ONLY
Historic Preservation Board Meeting Date: qJ 1104 Staff Review Date:
Application is Approved
Conditions.
Approved with Conditions Denied
o�v►ov�Signed:.ur&-�4� cz�
FASHA_ENG\Historic Preservation Board\#Certificate of Approp riateness.doc l .
Date: /it) ll
. Description of Proposed Work
Application Category: (Check all that apply)
6 -Site Improvements/driveway/walkway
❑
Storage shed
❑ Moving structures
❑ Replacement windows or doors
❑
Underskirting
Nd Awnings
❑ New construction/additions
❑
Signs
❑ Demolition
2�-$oofs/guttersldowns pouts
❑
AC/Mechanical
❑ Fences/Gates/Pergolas
❑ Replacement siding/flooring/porch
❑
Paint
❑ Other
Completely describe the entire scope of work: all changes in material, color or location to the
exterior of the building, where. on the property the work will occur and how the work will be
accomplished. For large projects, an itemized list is recommended. Attach additional pages if
3. Documentation: In order to be reviewed by either the staff or the Historic Preservation Board, applications mun t. be
complete. The documentation listed below must be submitted with the application form. 11 copies of all drawings larger than i 1 " X
17" and l 1 copies of all photos must be submitted.
Paint: Color samples of all colors must be submitted.
Fences/Gates/Pergolas/ Sheds:
• A site plan of the property showing the location of the fence, gates and/or pergola. The plan must show the property's
dimensions.
• A picture of the proposed structure. This can be an elevation drawing, sketch, brochure or photo of an existing shed,
fence, gate or pergola provided that the dimensions are included.
• A description of the materials that will be used in the project.
• Photos of the yard(s) in which the structure will be placed. (11 copies of each photo must be submitted).
New construction/additions
• Elevation drawings to scale of each facade indicating proposed alterations or additions. Drawing must clearly depict the
existing building and the proposed changes.
• Site plan showing lot dimensions, location and dimensions of existing building, location and dimensions of proposed
addition, location of all exterior ground and roof mounted equipment..
• Description and/or samples of materials to be used.
• Where applicable, drawings and site plan of other improvements such as fences, walkways, lighting, decks, etc.
• Photos (11) of existing structure.
Awnings/ Signs
• Sketch or elevation drawing of the building fagade with proposed sign/awning.
• Dimensioned drawing of awning/sign.
• Sample of colors.
Site Improvements/driveway/walkway/AC/Mechanical
Site plan showing lot dimensions, location and dimensions of existing building, location and dimensions of proposed
improvements.
Description and/or samples of materials to be used.
Note: AC/Mechanical equipment must be screened -by shrubs.
FASHA ENG\Historic Preservation Boardk#Certificate or Aoorooriateness.doc 2.
I
u
OFFICE COPY
P"'A as C9
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Peter and Kim House
Project: RiverHouse Pottery
118 South Palmetto Ave.
Sanford, Fl
J
Roof: (Awning) will be 13ft. wide x 44ft. long with a 6 inch pitch within
the Oft. span.
The awning is constructed of 3" thick insulated panels sandwiched
by heavy guage white aluminum that is slightly textured
Because of the slight pitch (1/2" per foot) and the facia trim,
(6" wide bronze aluminum), the roof will appear as a flat roof. The
original structure has the same pitch.
Columns:
There will be 4 support columns which are 4"x4" aluminum posts
(smooth, dark bronze). They will be set one foot in from the edges of
the awning.
The column base will be built out a bit and laminated with hand -made
colored 6"x6" tiles (in theme of the front of the building).
Cement Pad:
Under the awning will be a 42ft.x 12ft. cement pad (built to code).
2003 LRFD Aluminum Construction Design Guide CHAPTER 5
Contractor Checklist AT 7ACHED PATIO
COVERS & CARPORTS
Contractor. ED � � J E V o ,WI-, 4 L,,Owner. FV -4e r 4—I< i�.. " Lf o L_,S e,_ Date:
Property Address:
Basic Design Wind Speed (mph) : 10 Exposure (Circle One): "B" or"C"
Roof Height at Attachment (ft):1Q Roof Height at Edge Beam (ft):
Roof Attached to (Circle One): S?'Fascia"
Overall Length (ft): L= q4 Longest Side Wall Width or Projection (ft): W= Is W/L > 0.45 ? "YES" or"NO"
Select Roof Panels (Circle One): 3" Riser Pans Composite Panels
For Riser Pans use Table 5.1 & 5.2 (page 5-3 & 5-4). For Composite Panels use Table 5.3-5.6 (page 5-5 thru
5-8). See details on page 5-44 thru 5-47.
3" Riser Pans x 12" Wide x Thickness (in) Clear Span (ft):
Composite Panel: ,,
Foam Core .Density (lbs.): __L Panel Thickness (in): _J� Skin Thickness (in): O i Clear Span(ft): �
> Select Carrier Beams
Select Edge Beam for column to column span using Table 5.7 & 5.8 (page 5-9 thru 5-14). Tributary Width is
(% roof span + overhang). See details on pages 5-48 thru 5-51.
Tributary Width (ft): j Edge Beam Section:k Span (column to column spacing): l c (ft)
Tributary Width (ft): _ Interior Beam Section (if used): Span (column to column spacing): (ft)
> Select Posts
Use Tables 5.13 & 5.14 (page 5-25 & 5-26)
Post Height (ft): 1 % J Post Tributary Area (sf): � Post Section:�4 _
> Select Post and Beam Fasteners
Screw fastener connection requirements from Table 5.9 & 5.10 (page 5-15 thru 5-18). Thru-bolt connection
requirements from Table 5.11 & 5.12 (page 5-19 thru 5-24). See details on page 5-50 & 5-51.
Post to Beam:
Number of Y40 thru-bolts: 3 or Number of screws: x (Circle One) "#10 screws" "#12 screws"
> Select Post to Foundation Connection Details
Use Table 5.19 (page 5-29) to select post to foundation Detail C1 thru C6 (page 5-41 thru 5-43).
Post -Foundation Detail Circle One): "Cl" "C2" "C3" "C4" (M "C6"
> Select Foundation Type from Table 5.15 thru 5.18 (page 5-27 & 5-28). Use Detail 1 thru 5 (page 5-36 thru 5-40).
Select Foundation Type (Circle One): "Isolated" "Slab "Turn -Down (Monolithic) Slab" "Perimeter
Footing"
Height (in): Width (in): Depth (in): Maximum Roof Span (ft):_
CJWSNA$HlPlfTampa, FL 336M
Te 813) 8824819
Attached Patio Cover & Carports Contractor Checklist BUILDING FROOLCM Fax: (813) 880-8979 Date
® copyright 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF CAMERON ASHLEY BUILDING PRODUCTS 1
w
e L
5. ATTACHED PATIO COVERS & CARPORTS - Aluminum Construction Design Guide - LRFD
Table 5.4 Max. Roof Spans for 1 lbs. EPS Core Composite Panels (feet), All
Conditions Except as Described in Tables 5.3
Exposure B
r-xposure %,
1 lbs. EPS Core Composite Panels
1 lbs. EPS Core Composite Panels
11.12
v
N
It
N
It
N
Wind Speed Zone (mph)
x,1.1,73`'`
Factored Wind Design Pressure
o
0
0
0
0
0
0 0
(psfl
o
6
6
6
0
0
0
6
X
x
x
x
x
x
x
150
ih
M
"v
v
W
co
100
31.8
13.16
15.20
15.20
17.55
18.61
21.49
110
38.1
12.04
13.90
13.90
16.05
17.02
19.65
120
43.8
11.22
12.95
12.95
14.96
15.86
18.32
130
53.0
10.21
11.78
11.78
13.61
14.43
16.66
140
61.3
9.49
10.95
10.95
12.65
13.42
15.49
150
70.6
8.84
10.21
10.21
11.79
12.50
1 14.44
r-xposure %,
1 lbs. EPS Core Composite Panels
100
44.6
11.12
n
12.84 14.82
1 15.72
18.15
Speed Zone (mph)
53.4
av
x,1.1,73`'`
N
d
N
120
Factored Wind Design Pressure
o
0
0 0
0
0
130
(psD
o
ro
x
0 0
0
6
140
85.8
X
9.26
x x
x
x
150
98.6
CV)�I
8.64
V
io
co
100
44.6
11.12
1 12.84
12.84 14.82
1 15.72
18.15
1 fa-)
53.4
10.16
x,1.1,73`'`
11.73 13.55
14.37
16.59
120
63.0
9.35
10.80
10.80 12.47
13.23
15.27
130
74.1
8.63
9.96
9.96 11.50
12.20
14.09
140
85.8
8.02
9.26
9.26 10.69
11.34
13.10
150
98.6
7.48
8.64
8.64 1 9.97
1 10.58
12.22
Note: Pressures shown are positive and negative pressures. Effective area = 50 sf.
® 2003 • Ashley Aluminum, LLC • WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution
Page 5-6
5. ATTACHED PATIO COVERS & CARPORTS - Aluminum Construction Design Guide - LRFD
Tali#@ 5.8 Maximum :spans for Carrier Beams {Edge or Interior), Exposure C. All
Conditions
Table applies to Exposure C and heights up to 15 feet.
Design Wind Soeed (moh) =100 moh.
Beams
S0 -Ms Beams SMB
x 2` x 0,044 x 0.044 Holl
Tributary Width
20.00 22.00 24.00 26:00 28.00 30,00
6.00 8.00 10.00 12.00 14.0*42
_ 6,22 5,3M!-.40 4.0741 3:25 3.i f 2.99 2,88 _2.78.
2.70
00
2.61
.00
284
x 2" x 0.045 x 0.045 Hol
7.22 8.2 4.73
3.96
.3.77
3.61
,3.47. .3.34 .3.23
.3.13
.3.03
2.95
2" x T Hollow THt
7:87 8:84 5.94 5.42 5.02
4.70 4.43 4.20
4.61
3.83
3.88 3.56 3.43
3.32
3.22
'3.13
2"x -4"H ollow Tik
9.41 8.16 7.29 8.85 6.18
5.78 6.43 6.16
4.91
4.71
4.52 4.38 4,21
4.07
3.96
3.84`
2" x 4" x 0.046 x 0,100
12.16 10.53 9.42 8.80 7.96
7.43 7.02 _6.66
8.35
6.08
5.84 6.93 5,44
t&27
6.11
4.98
2" x 5" x 0.0150 x 0.118
14.77 12.78 11.44 10-451 9.97
9.05 6.53 8.09
7,71
7.39
7.10 6.64 6.51
9.40
6.21
6.03
2" x 8" x 0.050 x 0.120
17.42 15.09 13.50 12.32 11.41
10.671 10.06 9.54
9.10
8.71
8.37 1 8.07 7.79
7.55
7.32
7.11
2"x 7" x 0,055 x 0,120
19.48 16.85 15.07 13.78 12.74
11.92 11.24 10.68
10.16
9.73
9.35 9.01 8.70
8.43
8.18
7.94
2" x 8"x 0.072 x 0.224
25.40 22.00 19.68 17.96 16.63 15.55 14.67 13.91
13.26
12.70 12.20 11.76 11.36 11.00 10.67 10.37
2"x 9"x 0.072 x 0,224
27.63 23.93 21.40 19,54 18.09 16.92 15.95 15.13
14.43
13.81
13.27 12.79 12.38 11.96 11.61 11.28
2" x 9" x 0.082 x 0.306
30.57 28.48 23.88 21.62 20.01
18.72 17.65 16.74
15.97
15.29 14.89 14.15 13.67 13.24 12.84 12.48
2" x 10"x 0.092 x 0.389
22.49 21,21 20.12
38.73 31.81 28.45 25.97H773
19.18
18.36 #7.84 47M 16"4115.90
15.43 14.99
2x3 Tilt Been w/1x2 OB
9.58 8.29 7.42 8.775:68
5.53 5.25
5.00
4.79
4.60 4.43 4.28
4.15
4.02
3.91
2x4 Tilt $eam w/1x2 OB
11.81 10.23 9.15 8.357.23
$.82 6.47
8.17
5.90
5.67 5.47 5,28
5.11
4.98
LIM
Table applies t0 Exposure C and heights up to 15 feet.
Desion Wind Soeed (mph) =1110 mph.
Beams
SOVati Beams SANG
x 2"x 0,044 x 0,044 Hollow
8.00 1
5.57
Tributary Width
8.00 10.00 12.00 14.00 18,00 18.00 24.00 22.00 24.00 28.00 28.00 30.00 32.
4,82 4.31 3,94 3,64 3.41 3.21 3.05 2.91 2.78 2.67 2.58 2.49 2.41
34.00 36.00
234 2.27
" x 2" x 0.045 x 0.045 Holkm
5.46
5.50 5.00 4.57 4.23
3.96 3,73
3.54
3.37
3.23 3.10
2.99
2..89 2.80
2.71
2.84
2"x 3" Hollow Tilt
8.88
5.94 5.31 4.85 4:49
4.20 3.96
3.76
3.68
3.43 3.30
3.18
3.07 2.97
2,88
" 2.80
2" x 4" Hollow Tilt
8.42
7.29 6.52 5.95 5,81
5.15 4.88
4.61 1
4.40
4.21 4.04
3.90
3.78 13.64
3.64
3.44
2" x 4" x 0.046 x 0.100
10.88
9.42 8.42 7.89 7.12
8.88 6.28
6,961
5.88
5.44 6.22
5.03
4.88 4.71
4.57
4.44
2" x 5" x 0.050 x 0.118
13.21
11.44 10,23 9.34 8.85
8.09 7,63
7.24
6.90
8.81 8.35
8.12
5.91 5.72
5.55
5.39
2" x 8" x 0.050 x0.120
15.59 13.50 12,07111.02-1 10.20
9.54.9-00
8.34
8.14
7.79 7.49
7.21
6.97 8.75
6.53
6.36
2" x 7" x 0.055 x 0.120
17.41
15.07 13,48 12,31 11.40 10.66 10.05
9.53
9.09
8.70 8.36
8.06
7.78 7.54
7.31
7.11
2" x 8"'z 0:072•x'0:224
22.72
1'8.68 17.60 16.06 14,87
13.91 13.1?
12.44
11.86
11.35 10.91
10.52 10.16 9.84
9.54
9.27
2" x 9"x 0.072 x 0.224
24.71
21.40 19.14 17.47 16.18 15.13 14.27
13.53
12.91
12.36 11.87 11.44 11.05 10.7010.38 10.09
2" x 9" x 0.082 x 0.308
27.34 23.68 21.18 19.33 17.90 18.74 15.79 14.98
14.28
13.67 13.14 12.66 12.23 11.84 11.49 11.16
2" x 10" x 0.092 x 0.389
32.85 28.45 25.45 23.23 21.51
2012. 18.97 17.99
17.18
16.43 15,78 15.21
14.69 14.23 13.80 13.41
2x3 Tilt Beam w/ix2 OB8.57
7.42 6:64 6.06 5,61
5.25 4.95
4.69
4.47
4.28 4.11
3.97
3.83 3.71
3.80
3.50
2x4 Tib Beam wiix2 OB
10.56
9.15 8.18 7.47 8.92
8.47 6.10
5.79
5.52
5.28 5A7
4.89
4.72 4.57
4.44
4.31
n inn'i • Acu" Atv";num i 1 r . wAumTNr_. 71 C -4.U* 1- .-A „1l1 1..../ ...........M....
5. ATTACHED PATIO COVERS & CARPORTS _ Aluminum Construction Design Guide LRFD
Table 5.14 Maximum Tributary Roof Area per Post for Carports a Patio Coveys,
Exposure C
CoumnlPoat Height (ft)
1007711a
Wind Speed - Exposure C
120 1 13-0--T-140--
3a 140
-3" x 3" x 4.445 x 0,045 acxllo
poet
8
10
12
14
353
239
176
136
282235
191
141]]?�
109
160137
202
100
TS
176
120
88
68
151
103
75
58
3" x 3" x 0.083 x 0.083 Post
10
12
14
448
328
254
358
263
203
1 299
219
169
256
188
145
224
164
127
192
141
109
18
204
163
136
117
102
88
18
169
135
173
97
85
72
20 143 115
3" x 3". x 0.125 x 0.1281. Poet or 3" x 3"
10 572457
12 419 336
14 325 260
95 82
Galvanised 14 Gau
381 327
280 244
216 185
72
a steel Post
286
210
162
61
245
180
139
16
261
209
174
149
131
112
18
216
173
144
124
108
93
20
183
147
122
105
92
78
4"x4"x0.125x
0.126 Post
769
6.1"
512
439
384
329
12
564.
451
376
322
282
242
14
436
349
291
249
218
187
18
351
281
234
201
175
150
18
291
233
194
1W
145
125
24
246
197
164
141
123
106
22
24
212170
186
149
142
97d i
121
-11u
106
I All
191
A^
Note: See Table 5.15 for Tributary Roof Area limitations due to foundation anchors.
02003 � AshlevAitt►ninum_ r.i.r- • weRNnvr_. TT,..i..�r.�.� _.._i_____..__ _ .. . _. _
5. ATTACHED PATIO COVERS & CARPORTS - Aluminum Coon Design guide — LSD
Table 5.12 Minimum %" Diameter T'hi'ns
lt Gln double shears Requirements for
Roof kms and Wall Uprights (unless otherwise noted In details)
Exposure C, Al! Conditions
Table applies to Exposure C and heights up to 15 fleet.
Design Wind Sneed rmnhl = inn n,r%h
Beams
Tributary Width
Tributary Width
6,04
8.110
10.04 12.00 14.00 16.00 18.00 20.00 2600 {�
10:40 12.00 14,04 16.00 18.00 20.00 22:00 24.00 26.00 28.00t22
34.0036.00seta-Mat!
Beams SMBx
x 2'x 0.044 x 0.044 do "x2"x0.045x0.045Ho
2"x T Hollow Tit
2" x 4" Hollow Tit
2" x 4" x 0,046 x 0.10()
2°x5"x0.050x0iii3
2"x6"x0.050x 0.120
2x7"x0.056x0.120
2" 8"x'0"072') 0,224
2"x9"x0. 270 x0.224
2'x9"x0.082x0.306
2" x 10" x 0.092 x 0.389
2x3 Tift Beam w11x2 08
1
1
f
1
1
2
2
2
2
2
3
1
1
1
1
1
2
2 :.
2
2
3
3
3
1
1
7
1
2
2
2
2
3.=
3
3
[.±4_
1
1
i
1
2
2
2
2
3
3
3
4
1
1
1
1
2
2
2
2
3
3
3
4
1
1
1
1
2
2
2
3
3
3
4
4
f
1
2
2
2
2
3
3
4
4
5
2
i
1
2
2
2
3
3
3
4
4
5
1 2 1
1
1
2
2
2
3
3
4
4
4
5
2 1
1
1
2
2
2
3
3
4
4
4
5
2 1
1 2
2
2
2
3
3
4
4
5
5
2
1
2
2
2
3
1 3
3
4
4
5
8
T2
2
2
22
3
3
3
4
4
5
8
2
2
2
3
3
3
4
6
5
6
2
2
2
2
2
3
3
3
4
5
5
6
2
2'x 0.044 x 0.044 Hvt
1
1
1"x2°x0.046X0.045Hol
t
2
2 12
2
1 2 1
"2426,00
2 1
2
2
2
2
2
2
1
2° x 3" Hollow Tdt
1
#
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
2
2
2
2" x 4" Hollow'rift
11
i
1
1
1
1
1
2
2
2
2
2
2
2
2
2"x4"x0.046x0.100
1
1
1
1
2
2
2
2
2
2
2
2
Z
2
2
2
2"x5" x0.050x0.116
1
1
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2"x6"x0.050x0,120
1
2
2
2
2
2
2
2
2
2
3
3
3
.3
3
3
2"x7"x0.055x0.120
2
2
2
2
?
2
2
3
3
3
3
3
3..
3
3
3
2" x 8" x 0.072 x 0.224
2
2
2
3
3
3
3
3
3
3
4
4
4
4
4
4
2"x 9'x 0.072 x 0.224
2
2
3 1
3
3
3 1
3
3
4
4
4
4
d
4
4
4
2"x 9.X 0.082 x 0.308
2
3
3
3
3
3
4
4
4
4
4
-4
4
5
5
5
2"x10"x0.002x0.389
3
3
3
3
4
4
4
4
5
5
5
5'
5
$
$
6
2x3 Tit Beam w11x2 OB
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2x4 Tilt Beam wl1 x2 OB
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
Table applies to Exposure C and heights up to 15 feet.
Design Wind Sneed tmnht = 11n mnh
Beams
Tributary Width
seU-M . Beams 3
6.04
8.40
10:40 12.00 14,04 16.00 18.00 20.00 22:00 24.00 26.00 28.00t22
34.00 36,00
x 2'x 0.044 x 0.044 do "x2"x0.045x0.045Ho
2"x T Hollow Tit
2" x 4" Hollow Tit
2" x 4" x 0,046 x 0.10()
2°x5"x0.050x0iii3
2"x6"x0.050x 0.120
2x7"x0.056x0.120
2" 8"x'0"072') 0,224
2"x9"x0. 270 x0.224
2'x9"x0.082x0.306
2" x 10" x 0.092 x 0.389
2x3 Tift Beam w11x2 08
1
1
f
1
1
2
2
2
2
2
3
1
1
1
1
1
2
2 :.
2
2
3
3
3
1
1
7
1
2
2
2
2
3.=
3
3
[.±4_
1
1
i
1
2
2
2
2
3
3
3
4
1
1
1
1
2
2
2
2
3
3
3
4
1
1
1
1
2
2
2
3
3
3
4
4
f
1
2
2
2
2
3
3
4
4
5
2
i
1
2
2
2
3
3
3
4
4
5
1 2 1
1
1
2
2
2
3
3
4
4
4
5
2 1
1
1
2
2
2
3
3
4
4
4
5
2 1
1 2
2
2
2
3
3
4
4
5
5
2
1
2
2
2
3
1 3
3
4
4
5
8
T2
2
2
22
3
3
3
4
4
5
8
2
2
2
3
3
3
4
6
5
6
2
2
2
2
2
3
3
3
4
5
5
6
2
2-
2
2
2
3
3
4
4
5
5
8
2x4 Tit Beam w1tx2 OB
1 i
1
t
2
2 12
2
1 2 1
2 1
2 1
2
2
2
2
2
2
®7Ot1'i . AA1— A h..,.:.. — z r n
5. ATTACHED PATIO COVERS & CARPORTS - Aluminum Construction Design Guide - LRFD
Table 5.19 3"X3" & 4"X4" Post to Foundation Connection Detail for Maximum
Tributary Roof Area per Post, Exposure B & C
Max. Tributary Roof Area for Post
(sf)
DETAIL #
< 150
C1, C2, C3, C4,, C5, or C6
i< 200+,
C2, C3, C4,,C5} or C6
`<400j
C3, C4,(C5 or C6
< 450
C3, C5, or C6
: 500
C5, or C6
< 700
C6
> 700
Site Specific
NOTE: EMBEDED POST INTO FOUNDATION CONNECTION DETAILS SHALL HAVE A
MAX. TRIBUTARY ROOF AREA CAPACITY LIMIT OF 700 SF. TRIBUTARY ROOF AREA
MAY BE LIMITED BY FOOTING TABLES 5.13-5.16
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Page 5-29
5. ATTACHED PATIO COVERS & CARPORTS - Aluminum Construction Design Guide — LRFD
Table 5.17 Minimum Concrete Slab I Turn -Down Slab Requirements
All Roofs / Exnosure B / Mean Roof Heiaht Un to 30 Feet
Monolithic Foundations
Height (in) Width (in)
Maximum Roof Spans (ft)
100 mph 110 mph 120 mph 130 mph 140 mph 150 mp
Reinforcement
-
150 mph
3 Y2" (4" Nominal) Thick Slab Onl
20
18 15 13 12
10
6 x 6 x 10 x 10 WWM
8 8
27
23 20 18 15
15
1 - #5 bar continuous
8 12
33
28 1 24 21 18 1
18
2 - #5 bar continuous
12 12
42
35 31 27 28
23
2 - #5 bar continuous
12 16
48
41 35 31 27
26
12 - #5 bar continuous
16 1 16
56
48 41 36 31
31
12 - #5 bar continuous
All"Roo Exnasure-C-PMean Roof Heiaht Uo to 15 Feet
Height in
Width in
Maximum Roof Spans (ft)
U 140 mph
100M h110m h120mph130fl2
-
150 mph
Reinforcement
77
7 n
7-
;g 7, ''-7V,,-777-7, -,--
01 ', 0_1
3-Y27--(4_"_Nominal T -hick -8166-061Y
19
Mr
16 13
11
10
9
rox6x lox 10 WW
8
--8,"
23
19 17
15
13
15
1 - #5 bar continuous
8
12
28
23 20
17
16
18
2 - #5 bar continuous
12
12
36
30 25
22
20
23
2 - #5 bar continuous
12
16
41
34 29
26
23
26
2 - #5 bar continuous
1 16
1 16
1 48
40 1 34 1
30
27
1 31 12
- #5 bar continuous
Table 5.18 Minimum Perimeter Concrete Footing Requirements
All Rnnfc; / Fynnqurp R / Mean Roof Heiaht Un to 30 Feet
Height (in)
Width (in)
1 00_ Mp
Maximum Roof Span (ft)
110 mph 120 mphJ1 30 mph 140 mph 150 mph
Reinforcement
M
T7, —7
777
7"T 77
RE
8
8
8
18
16 14 12 11 9
1 - #5 bar continuous
8
12
1 - #5 bar continuous
25
23 19 17 15 1 13
2 - #5 bar continuous
12
12
11
35
32 27 23 21 18
2 - #5 bar continuous
12
16
17
45
41 35 30 26 23
2 - #5 bar continuous
16
16
29 25
58
53 45 39 34 29
2 - #5 bar continuous
All Rnnf--, / Fynnsura C / Mean Roof Heiaht Un to 15 Feet
Height (in)
Width (in)
Maximum Roof Span (ft)
100 mph 110 mph 120 mph 130 mph 140 mph 150 mph
Reinforcement
8
8
17 14
12 10
9
8
1 - #5 bar continuous
8
1 12
24 19 1
16 14
12
11
2 - #5 bar continuous
12
12
34 27
23 19
17
15
2 - #5 bar continuous
12
16
44 35
29 25
22
19
2 - #5 bar continuous
16
16
56 45
37 32
28
25
P - #5 bar continuous]
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Page 5-28
5. ATTACHED PATIO COVERS & CARPORTS - Aluminum Construction Design Guide - LRFD
SEALANT
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
WITH MIN. 1Yt' BEARING LEG. "' MAX.
SECURE FASCIA TO EACH
COMPOSITE ROOF PANELV z,� RAFTER TAIL W/ (1)-Y4 0 x
4" LONG PAN HEAD LAG
SCREWS BEFORE ATTACHING
ROOF HEADER/RECEIVING
CHANNEL
#8x1' S.M.S. W/ INTEGRAL Y44 0 WASHER AND % e.'
NEOPRENE GASKET® 12" O.C., TOP & BOTTOM.
IF CLEARANCE PROHIBITS INSTALLATION OF TOP Y4" 0 x 21¢" LONG WOOD ; . •,' '
FASTENERS USE ;10x4' S.M.S. W/ 041" 0 FENDER LAG SCREW ® 24" O.C. MAX.
WASHER AND NEOPRENE GASKET ®12" O.C. ,"
\ HOST STRUCTURE
(MASONRY OR WOOD)
TYP. 3" COMPOSITE ROOF PANEL TO HOST FASCIA
SEALANT Y'4" MAX.1 c'
"•.�.
COMPOSITE ROOF PANEL — / . •t : ;
tf. IA .: •.a.
} i
j—Y4" 0 x 2 LONG WOOD LAG SCREW OR
' Y" 0 x 24' LONG MASONRY ANCHORS
. . . . . . . . . . . . . .
•' • 0 24' O.C. MAX.
#BxY S.M.S. W/ INTEGRAL Y4" 0 WASHER AND HOST STRUCTURE (MASONRY OR WOOD)
NEOPRENE GASKET® 12" O.C., TOP & BOTTOM.
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE #10x4" S.M.S. W/ 1Y4" 0 FENDER EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL 0.044" MIN. THICKNESS
WASHER AND NEOPRENE GASKET O 12" O.C. WITH MIN. 1Y:' BEARING LEG. )
TYP. 3" COMPOSITE ROOF PANEL TO HOST STRUCTURE WALL
-DETAIL R2.,RO0F PANEL TO HOST STRUCTURE'CONNECTION DETAIL -----
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5. ATTACHED PATIO COVERS & CARPORTS - Aluminum Construction Design Guide - LRFD
ivin
#10x4" S.M.S. W/ 1Y4„
FENDER WASHER AND NEOPRENE GASKET..
® 12" O.C. (TYP.) FOR EXPOSURE C WITH
WIND SPEEDS OVER 130 MPH USE PATIO
SECTION BEAM DETAIL
PANS:
" S.M.S. W/ INTEGRAL 3/4" 0
SND NEOPRENE GASKET
WIDE PANEL, EQ. SPACED (TYP.)'
(TYP.)
TV_B BEARING BEAM CONNECTION
SLOPE
#10x4" S.M.S. W/ 1Y4" 0
FENDER WASHER AND NEOPRENE GASKET
® 9" O.C. TYP. FOR EXPOSURE C WITH
WIND SPEEDS OVER 130 MPH USE ANGLE DETAIL.
FOR ROOF PANS:
(6)—#8xY2" S.M.S. W/ INTEGRAL 3/4" 0
WASHER AND NEOPRENE GASKET.
PER 12" WIDE PANEL, EQ. SPACED (TYP.)
PATIO SECTION BEAM (TYP. WALL THICKNESS 0.045")
TYP. PATIO SECTION BEARING BEAM CONNECTION
(FOR WALL THICKNESS < 0.10")
DETAIL Rl: ROOF PANEL O BEARING
FASTEN
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5. ATTACHED PATIO COVERS & CARPORTS - Aluminum. Construction Design Guide - LRFD
ROOF PANEL
FOR FASTENING REQUIERMENTS,
SEE TABLE 5.11 & 5.12
BEAM AND POST SIZES
(SEE TABLES 5.7 & 5.8, 5.9 & 5.10),
NOTCH POST AS REQU
-ANCHOR PER DETAIL FOR PAN OR
COMPOSITE PANELS
2" WIDE X 3" LONG X 0.050" MIN THICK STRAP
(5052 -H32 -OR 6063-T6 ALLOY) WITH (2)
#10 X �4" S.M.S. EACH SIDE OF CONNECTION.
SIDE NOTCH TO CARRIER BEAM CONNECTION
1 -1'4" LEGS x 0.010" MIN THICK
RECEIVING CHANNEL THRU BOLTED
TO POST AND SIDE BEAMS
IF BEAM IS PRESENT
ROOF PANEL
BEAM AND POST SIZES
(SEE TABLES 5.7 & 5.8, 5.9 & 5.10)
NOTCH POST AS REQUIR
CENTER -NOTCH TO CARRIER BEAM CONNECTION C'
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(�
ANCHOR PER DETAIL FOR PAN OR
0
COMPOSITE PANELS
FOR FASTENING REQUIERMENTS,
SEE TABLE 5.11 & 5.12
BEAM AND POST SIZES
(SEE TABLES 5.7 & 5.8, 5.9 & 5.10)
NOTCH POST AS REQUIR
CENTER -NOTCH TO CARRIER BEAM CONNECTION C'
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5. ATTACHED PATIO COVERS & CARPORTS - Aluminum Construction Design Guide - LRFD
a
10LLOW POST
a THRU BOLTS W/ WAS
ANGLE 5052—H32
VGER ALLOY
-ONCRETE ANCHOR (TY
SECTION SIDE VIEW
DETAIL C2: TYP. 3x3 POST W/ BASE INSERT TO FDN. CONNECTION
NOTES:
1. %" 0 CONCRETE ANCHORS SHALL HAVE MINIMUM
ULTIMATE TENSION CAPACITY OF 2200 LBS. AND MINIMUM
ULTIMATE SHEAR CAPACITY OF 2800 LBS,
4"x4" HOLLOW POST
(3)—fib" 0 THRU BOLTS W/ WAS
1" MAX. TYP.
" THICK ANGLE 5052—H32
OR STRONGER ALLOY
r
4)—%" 0 CONCRETE ANCHOR (TY
SECTION SIDE VIEW
D. A _L C5.- TYP. 4x4 POST W1 BASE INSERT TO FDI. CONNECTION
NOTES:
1. %" 0 CONCRETE ANCHORS SHALL HAVE MINIMUM
ULTIMATE TENSION CAPACITY OF 2200 LBS. AND MINIMUM
ULTIMATE SHEAR CAPACITY OF 2800 LBS.
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ROOF
OVERHAN
i
m
O BEAM TO POST
DETAIL SEE
o PG 5-50 & 5-51
w
Q
F--
0
W
H
V)
0
a_
OF PANEL CLEAR SP
ALUMINUM ROOF PANELS
SEE TABLE 5.1-5.6
EDGE BEAM
(SEE TABLE 5.7 & 5.8)
DETAIL Cl THRU C6
SLOPE
DETAIL R2 & R3
TYPICAL SECTION - ATTACHED COVER / CARPORT
5. ATTACHED PATIO COVERS & CARPORTS - Aluminum Construction Design Guide - LRFD
THIS ROOF AREA
ATTRIBUTABLE TO TRIBUTARY WIDTH EDGE BEAM
HOST STRUCTURE
OVERHANG
\W
�
\j �I m
Z W I'll,
POST (TYP)
SCHEMATIC PARTIAL PLAN / TRIBUTARY LOAD WIDTHS
ROOF PANEL CLEAR SPAN
ALLOWABLE SPAN PER TABLE
TRIBUTARY WIDTH EDGE
1/2 SPAN 1/2 SPAN
L" -
ROOF CONNECTS
TO HOST WALL
ROOF PANELS
FOUNDATION
OVERALL PROJECTION
SCHEMATIC SECTION / TRIBUTARY LOAD WIDTHS
OVERHANG
EDGE BEAM
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0
5. ATTACHED PATIO COVERS & CARPORTS - Aluminum Construction Design Guide - LRFD
POST TO FDN. CONNECTION,
SEE TABLE 5.19
4" NOMINAL CONCRETE SLAB (2500 PSI, MIN.)
W/ 6 x 6 x 10/10 W.W.M. OR FIBER REINFORCED
SEE TABLE 5.17 FOR MAX. ROOF SPANS
0 0
24" MIN.
FROM EDGE - w
OF SLAB OF •X X o X a z
GRADE < 10' a a . a v C_
SLOPE j_
'�' Vit..[ 1:` ,a ..Y .•
),
�I I ISI I •1•)•j •• <V•• •`;�
COMPACTED OR UNDISTURBED SOIL/SAND .
VAPOR BARRIER (OPTIONAL FOR SCREEN ENCLOSURES)
bD T -A- IL 1 jYP. SLAB FOOTING
(SEE TABLE 5.17)
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