HomeMy WebLinkAbout158 Walnut Crest Runt
i
RECEIVED
FEB 0 7 2006
CITY OF SANFORD PERMI s' APPLICATION
Permit # :
Job Address: /F t l r- -" r v+'r
Description of Work:1
Historic District: AE- Zoning:
Date: / - / .
7 - 0 16
Value of Work: Sy & 315 0 Permit
Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical:
Residential Non -Residential Replacement New • (Duct Layout & Energy Cale. 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: L) # of Stories: --I— # of Dwelling Units: . Flood Zone: (FEMA form required for other than X) Parcel #:
Owners
Name & Address: Z.
T fp Contractor
Name & Addr 62,
QX2 r,f-o Phone &
Fax: -V D Bonding
Company: Address:
Mortgage
Lender: of
Ownership & Legal Description) 79a
A.a} b M-1 Phone:
CState
License No Contact
Person: '" /— e Address:
42 Architect/
Engineer: Zi.v Phone: Address:
Fax: os3oa?
yo7
3 iJ SS— Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. 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 agencies, or federal agencies. A4;
9 mit
verification that I will tify the owner of the property of the requirements of Florida Lien Law, FS 7 re.
Owner/ent Date Signature C ntra for gent Date P-
r tu 4 r4Hna r
A - - iw1.
p M AM A Q 1 YL. Print
Owner/Agent's Name nature
of Nota Sta o orida Date Owner/
Agent is v Personally Known to Me or Produced
ID r
APPLICATION
APPROVED BY: Bldg: 'Zoning: Initial &
ate) Special
Conditions: wwan
n rrwoap wgr+uw N a ERIKA
140OLUND air
Commt
DDo424333 a9
Y. Evim d/1/2on 9onded
1Mu (Oljo)432-4254 u
Florida Notary Nan.. Inc w " * ......
i Print
Contractor/Agent'sCLI
am
van
2-.-7 -a(. Si
atu4u`5 ;+i.-StafB"d, 41 IN" Date MY
COMMISSION f DD 285871 EXPIRES:
Match 23, 2008 At -
dt O' aonds SAru Budpel Notary $aNllxa Contractor
fjSi nt is _Personally Known to Me or Produced
ID Utilities:
FD: Initial &
Date) (Initial & Date) (Initial & Date)
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAVID JOHNSON, CFA, A ;A j
PROPERTY 1 M>
APPRAISER f1 2,S7
SE MINOLE COUNTY FL._
1101 E. FIRST ST
SANFORD FL 32771 -1415.8 407 -
665 - 7506 w 7
1_:
t• 2006
WORKING VALUE SUMMARY GENERAL
Value Method: Market Parcel
Id: 22-19-30-502-0000-1820 Number of Buildings: 1 Owner:
MAHABIR PATRICIA M Depreciated Bldg Value: $156,061 Mailing
Address: 158 WALNUT CREST RUN Depreciated EXFT Value: $0 City,
State,ZipCode: SANFORD FL 32771 Land Value (Market): $29,500 Property
Address: 158 WALNUT CREST RUN SANFORD 32771 Land Value Ag: $0 Subdivision
Name: PRESERVE AT LAKE MONROE Just/Market Value: $185,561 Tax
District: S3-SANFORD-WATERFRONT REDVDST Assessed Value (SOH): $172,511 Exemptions:
00-HOMESTEAD Exempt Value: $25,000 Dor:
01-SINGLE FAMILY Taxable Value: $147,511 Tax
Estimator 2005
VALUE SUMMARY Tax
Value(without SOH): $2,843 SALES
2005
Tax Bill Amount: $2,843 Deed
Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) WARRANTY
DEED 10/2004 05493 1891 $213,300 Improved Yes Savings: $0
Find
Comparable Sales within this Subdivision 2005 Taxable Value: $142,486 DOES
NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LAND
LEGAL DESCRIPTION Land
Assess Frontage
Depth Land
Unit Land PLATS: Pick... Method
Units Price Value LOT
182 PRESERVE AT LAKE MONROE PB LOT
0 0 1.000 29,500.00 $29,500 62 PGS 12 - 15 BUILDING
INFORMATION Bid
Year Base Gross Living Est. Cost Bid
Type Fixtures Ext Wall Bid Value Num
Bit SF SF SF New 1
SINGLE
2004
9 1,042 2,938 2,476 CB/STUCCO $156,061 S157,637 FAMILY
FINISH Appendage /
Sgft GARAGE FINISHED / 441 Appendage /
Sgft OPEN PORCH FINISHED / 21 Appendage /
Sgft UPPER STORY FINISHED / 1434 NOTE:
Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch
Finished,Base Semi Finshed 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 property tax will be based on JusUMarket value. http://
www. scpafl.orglpls/weblre_web. seminole_county_title?parcel=22193 05020000 l 820... 3/ 13/2006
10/25/2005 12:03 4076825166 COMPREHENSIVE ENERGF PAGE 01
PRESERVE' AT -LAKA MONROE
OCi S 2005 HOMEOWNERS' ASSOCIATION, INC.
ALTERATION APPLICATION
OWNER'S NAME: ATP-1C1 A M. . M44A`6 IQ DATE:
ADDRESS: /1
4j.40NE: 15 $ A 1 N VI, i ep_e-S'T q ` -- 3 _ 7 7 i q )9fk e
L - t07a -13 3
DESCRIBE IN DETAIL, TYPE OF ALTERATION AND MATERIALS TO BE USED:
t onCr a, v L3 N
rz)t_ in e,/ r b V\ t -t- A t_1 C-
IF MORE SPACE IS REQUMED, PLEASE ATTACH TO 7WS FORM. THANK YOM
An application re estin approval forpp9ugappro any alteration which occurs outside the exterior walls of the building and is,
therefore, common. area, MUST BE ACCOMPAMED BY A. SKETCH ON YOUR LOT SURVEY:
2MMU71ON AS MAY BE NECESSARY.
If approval is granted, it is not to be construed to cover approval of any County or City Code Requirements. A
building permit from the appropriate building department is needed on most property alterations and/or
improvements. The Architectural Review Board shall have no liability or obligation to determine whether such
improvement, alteration and addition comply with any applicable law, rule, regulation, code or ordinance.
As a condition precedent to granting approval or any request for a change, alteration or addition to an existing basic
structure, the applicant, their hires and assigns thereto, hereby assume sole responsibility for the repair, maintenance
or replacement of any such change, alteration or addition. IT IS UNDERSTOOD AND AGREED THAT THE
PRESERVE AT LAKE MONROE HOMEOWNERS' ASSOCIATION, INC. AND CENTEX HOMES ARE NOT
REQUIRED TO TAKE ANY ACTION TO REPAIR, REPLACE OR MAINTAIN ANY SUCH APPROVED
CHANGE, ALTERATION OR ADDITION, OR ANY STRUCTURE OR ANY OTHER PROPERTY. THE
HOMEOWNER AND ITS' ASSIGNS ASSUMES ALL RESPONS TY AND COST FOR ANY ADDITION
OR CHANGE AND ITS FUTURE UPKEEP AND MAINMA
r
DATE: I a' ,
OWNER'S SIGNATURE:
ACTION TAKEN BY THE'ASSOCIATION:...""
DATE: j. - / `F-»,s -----.----------^------------
w-,
APPROVED: NOT APPROVED:
AUTHORIZED SIGNATURE FOR THE
Architectural Review Board
L h1 I I b le ;
Please submit your application and all pertinent information to:
Preserve at Lake Monroe
c/o Regency Professional Management
407 Wekiva Springs Rd. Ste. 205
Longwood, FL 32779
Telephone: 407-786-5100/Fax 407-786-5105
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 182, PRESERVE AT LAKE MONROETHEPUBLICRECORDS OF SEMINOLE COUNTY, FLORIDAASRECORDEDINPLATBOOK62, PAGES 12-15 OF
IMPERVIOUS CALCULATIONS (LOT ONLY) SOUARE FOOTAGE (UP TO CURB)
LOT 102 CONTAINS 6000 SQUARE FEET i (LOT ONLY) LOT 182 UP TO CURB CONTAINS 6550 SQUARE FEET i
THIS STRUCTURE CONTAINS 1505 SQUARE FEET t THIS STRUCTURE CONTAINS 1505 SQUARE FEET t
TOTAL CONCRETE 540 (WITHIN LOT ONLY) SO. FT. t CONCRETE 873 SQ. FT. t INCLUDING (SIDEWALK/APRON)
TOTAL SOD 3955 SO. FT. t TOTAL SOD 4172 SO. FT. t
PERCENT OF CONCRETE do STRUCTURE TO LOT 349, t
PERMIT PLANS REVIEWED CITY OF SANFORD
SITE LOT
CEN TERLINE OFF
N54'
23'
11'W RIGHT-OF-WAY BUILDING SETBACKS
FRONT: 25' REAR:
20' SIDE:
5' CORNER:
15' PREPARED
FOR: CENTEX
HOMES 1.
ELEVATIONS SHOWN
ARE PER
LOT GRADING PLANS PROVIDED BY THE CLIENT.
THIS PLOT PLAN IS INTENDED
FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED
FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO
HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING
SET BACK LINES
SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS
FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A
SURVEY THIS IS A PLOT PLAN
ONLY 1 HAVE EXAMINED THE F.
I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED
4117195 AND FOUND THE SUBJECT PROPERTY APPEARS TO
LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD
PLAIN. BEARINGS SHOWN HEREON ARE BASED
ON THE SOUTHEASTERLY LINE OF LOT
162 BEING S3536'49"W PER
PLAT. DATE:) SCALE: 1 = 30 FEET
APPROVED
BY: SJ JOB NO.
ASM39791 PLOT PLAN
3-1-04 SDO DRAWN BY: LOT FIT 12-
20-02 CKB LOT 192 LOT 191 LOT
183 PROPOSED I- . 30
GRAPHIC SCALE
0
15 30
535'36'
a9'w I
25.00' 1 173.
01' _ PC 718.
01'
WALNUT CREST
RUN
50' RIGHT-
OF-WAY LEGEND
BUILDING SETBACK LINE MLW
POB
MINIMUM LOT WIDTH
POINT
ON
BOUNDARY CENTERLINE PCC
POINT OF COMPOUND
CURVATURE RIGHT OF WAY LINE POC
OR POINT ON CURVE OFFICIAL
RECORD
x PROPOSED ELEVATION
PD PLANNED
DEVELOPMENT PROPOSED DRAINAGE FLOW a DENOTES
DELTA ANGLE L DENOTES ARC LENGTH CONCRETE
C.B. DENOTES CHORD
BEARING l. PC DENOTES POINT OF
CURVATURE LB LAND SURVEYING BUSINESS PI
DENOTES POINT OF INTERSECTION LS LAND SURVEYOR PRC DENOTES
POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT
DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT iAY/
PC TYPICAL RICINIDITIONER P) M) PER PLAT
MEASUREDCOW
CONCRETE
BLOCK WALL
FND FOUND RP RADIUS POINT
C/W CONCRETE WALK CS
CONCRETE SLAB S/W SIDEWALK C CHORD
LENGTH CP CONCRETE PAD SO, FT.
SOUARE FEET PO PLAT BOOK NG NATURAL
GRADE R RADIUS R/W RIGHT-
OF-WAY PGS PAGES 1. THE SURVEYOR
HAS NOT
ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS,
RIGHT OF WAY, RESTRICTIONS OF RECORD
WHICH MAY AFFECT THE TITLE OR
USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE
BEEN LOCATED EXCEPT AS SHOWN. 3
NOT RAISED SEAL WITHOUT
A FLORIDA
LIORIGINAL LICENSED
SURVEYORRE
AND THE AND MAPPER.
3 AhnRMl4nA
FOR THE
LLIAM
R.
MJSCATELLd
JR.
PSM#
49128
DATE 32801 (407) 426-7979
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SCREEN, ACRYLIC & VINYL ROOMS
INTERIOR BEAM (SEE TABLES
3A.1.3)
r
SECTION 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 SECTION 7
RIDGE BEAM (SEE TABLES
3A.1.4)
1111-1146-l"Ll
11;RF
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
vi
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4T74
FAX: (356) 767-6556
PAGE
GO COPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3 s -1
SCREEN, ACRYLIC & VINYL ROOMS
COMPOSITE ROOF PANELS:
4) 1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
W/ MIN. (3) #10 x 1-1/2"
S.M.S. IN SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
SECTION 3A
RISER PANELS ATTACHED PER
CHAPTER 7
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2" x 2", 2" x 3" OR 3" x 2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 7674T74
FAX: (386) 767.6556
PAGE
Q COPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-7
SECTION 3A
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
FRONT WALL GIRT
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
SCREEN, ACRYLIC.& VINYL ROOMS
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S.
HROUGH SPLINE GROOVES
IDE WALL HEADER
ATTACHED TO 1" x 2" OPEN
SACK W/ MIN. (2) #10 x 1-1/2"
M.S.
IDE WALL GIRT ATTACHED 1
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
OSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
ONCRETE W/ 1/4" x 2-1/4"
ONCRETE / MASONRY
ANCHORS @ 6" FROM EACH
OST AND 24" O.C. MAX. AND
VALLS MIN. 1" FROM EDGE OF
ONCRETE
TYPICAL & ALTERNATE CORNER DETAIL
SCALE: 3" = V-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 7674T74
FAX: (386) 767-65%
PAGE
COPYRIGHT 2004
3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 7 1 SOLID'ROOP PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
8 x 1/2" S.M.S. SPACED
EXISTING TRUSS OR RAFTER @ 8" O.C. BOTH SIDES CAULK
10 x 1-1/2" S.M.S. OR WOOD ALL EXPOSED SCREW HEADS
WOOD SCREW (2) PER
RAFTER OR TRUSS TAIL :::::':}
t_-:
10 X 3/4" S.M.S. OR WOOD
SCREW SPACED @ 12" O.C. _ ', ROOF PANEL
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
EXISTING HOST STRUCTURE SCALE: 3" = 1'-0"
WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED
OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK
FOR MASONRY USE ALL EXPOSED SCREW HEADS
1/4" x 1-1/4" MASONRY
NCHOR OR EQUAL @ 24" O.C. _ .
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS @
12" O.C. o-- ROOF PANEL
ROOF PANEL TO WALL DETAIL
SCALE: 3" = 1'-0"
WOOD STRUCTURES SHOULD CONNE S OR THE SUB -FASCIA FRAMING WHERE
POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS
SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4"
WASHERS OR SHALL BE WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS
SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS
SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL
CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC
SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
1100-1231 130 140 150
8 1 10 12 12
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767.4774
FAX: (386) 767.6556
PAGE
COPYRIGHT 2004
7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
GLASS & MODULAR ROOMS
UNIFORM LOAD
SINGLE
UNIFORM LOAD
F2SPAN l
B C
SECTION 313
UNIFORM LOAD
l
A B
1 OR SINGLE SPAN
UNIFORM LOAD
l li
A B C D
UNIFORM LOAD
3 SPAN
A B C D E
4 SPAN
NOTES:
1) 1 = Span Length
a = Overhang Length
2) All spans listed in the tables are for equally spaced distances between supports or anchor points.
3) Hollow extrusions shall not be spliced.
4) Single span beams shall only be spliced at the quarter points and splices shall be staggered.
SPAN EXAMPLES FOR SECTION 3 TABLES
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4774
FAX: (356) 767-65%
PAGE
c0 COPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 313-27
SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS
Table 3A.2.1 Allowabl pright Height , Chair Rail Spans or Header Spans
for Screen, I Rooms
Aluminum Alloy 6063 T-0
For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF
Sections
Tributary Load Width 'W' = Purlin S 'ng
3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6"1 K6'.O")6'-6" 1 7'-0"
Allowable Height 'H' I bending 'b' or de Ion 'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b
2" x 2" x 0.055" Hollow 10'-3" b 9'-0" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b
3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b
3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 1l'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b
2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-l" b
2" x 4" x 0.050" Hollow 16'-3" b 15'-l" b 14'-l" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b
2" x 4" x 0.046" S.M.B. 17-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-l" b
2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b
2" x 6" x 0.050" S.M.B. 26'-l" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-l" b 16'-0" b
2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b
2" x 3" x 0.045" Snap 14'-0" b 13'-0" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 97- b 9'-5" b 9'-1" b
2" x 4" x 0.045" Snap 17'- " 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-0" b 11'-1" b
For 3 second wind gust a 20 M velocity; using design load of 13 #/SF
Sections
Tributary Loa '1M = Purlin Spacing
3'-0" 1 3'.6" 1 4'-0" 1 4'-6" 5'2" 5'-6" 1 6'-0" 1 6'.6" 1 7'-0" 1 7'-0"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'-8" b 6'-5" b 6'-l" b 5'-11" b 5'-8" b 5'-6" b
2" x 2" x 0.055" Hollow 9'-5' b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6' 6'-5" b 6'-2" b 5'-11" b
3" x 2" x 0.04 Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-0" b 7'-1" b 6'-10" b 6'-7" b
3" x 2' x .070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 87- b 8'-5" b 8'-1" b 7'-10" b
2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b
2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b
x 4" x 0.4ZO S.M.B. 17'-0" b 16'-3" b 1 15'-2" b 14'-0" b 13'-7" 12'-11" b 12'-5" b 11'-11" b 11'-0" b 11'-1" b
2' x . 50" S.M.B. 2V-8" b 20'-1" b 18'-9" b 17'-9" b 10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b
2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b
2" x 2" x 0.044" Snap 10'4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'4" b 7'-0" b 6'-9" b 6'-6" b
2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-0" b 8'-11" b 8'-0" b 8'4" b
2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b I 11'-11" b 11'-5" b 10'-11" b 1 10'7" b 10'-3" b
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the
above spans for total beam spans.
2. Spans may be interpolated.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386)767.4T74
FAX: (386) 767-6556
PAGE
COPYRIGHT 2004
3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E.
SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A
Table 3A.1.1-120 Allowable dge Beam ans - Hollow Extrusions
For Scr ooms
For 3 second wind gust a 120 MPH elocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever)
Alu ' y 6063 T-6
x2"x0.0 2"x2"x0.055"
Width (ft.)
Max. Span 'L' LjbpW.Vding b' or deflection 'd') Load
Width (ft.)
Max. Span 'L' I (bending 'b' or deflection 'd')
1 & 2 Span 3 Sp 4 Span
Max.
Cantilever
1 & 2 Span 3 Span 4 Span
Max.
Cantilever
5 5'-l" d 6'-3" d 6'4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d
6 4'-9" d 0" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 1'-0" d
7 4'-6" d 5'-7" d 5'-6" b 0'-11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d
8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d
9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d
10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d
11 T-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-l" d 4'-11" b 4'-9" b 0'-10" d
12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d
3" x 2" x 0.045" 3" x 2" x 0.070"
Load
Width (ft.)
Max. Span VI (bending 'b' or deflection 'd') Load
Width (ft.)
Max. Span 'L' / bending 'b' or deflection 'd')
1 & 2 Span 3 Span 4 Span
Cant lever
1 & 2 Span 3 Span 4 Span Cant lever
5 5'-8" d 7'-1" d 7'-2" d 1'-2" d 5 6'-5" d 7'-11" d 8'-l" d 1'-3" d
6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d 7'-5" d 7'-7" d 1'-2" d
7 5-1" d 6'4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-l" d 7'-3" d 1'-2" d
8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6-11" d 1'-l" d
9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d
10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-l" d 6'-3" d 6'-5" d 1'-0" d
11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d
12 4'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 5'-11" b 0'-11" d
2" x 3" x 0.045" 2" x 4" x 0.050"
Load
Width (ft.)
Max. Span 'L' / (bending 'b' or deflection 'd') Load
Width (ft.)
Max. Span 'L' / (bending 'b' or deflection 'd')
1 & 2 Span 3 Span 4 Span
Max.
Cantilever
1 & 2 Span 3 Span 4 Span
Max.
Cantilever
5 7'-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 1 V-4" d 11'-2" b 1'-10" d
6 6'-8" d 8'-3" d 7'-11" b 1'4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d
7 6'-4" d 7'-8" b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d
8 6'-l" d 7'-2" b 6'-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d
9 5'-10" d 6'-9" b 6'-0" b 1'-2" d 9 7'-6" d 8'-8" b 8'-4" b 1'-6" d
10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d
11 5'-5" d 6'-l" b 5'-11" b 1'-1" d 11 6'-11" b 7'-10" b 7'-7" b 1'-5" d
12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b 7'-6" b 7'-3" b 1'4" d
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam
connection to the above spans for total beam spans.
2. Spans may be interpolated.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 21430. SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 767-4774
FAX: (386) 767-6556
PAGE
COPYRIGHT 2W4
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-11
SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.3.6 Allowable Spans for 0.024" PRO-FAB Composite Panels
w/ EZ-LOCK for Various Loads
Metals USA Building Products L.P.
Srufacturers Pr rietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. 91 Densityx48" x 0.0 " oof Panel w/ EZ-LOCI-1
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Roo
overs
Glass & Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 21'4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0"
JIMPH. 21'4" 23'-10" 23'-0" 20'-11" 20'-2" 13'-9" 15'4" 14'-10" 4'-0"
120 Mft 1 20'4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0"
PH 19'-0" 21'-10" 21'-1"T 5"- 1" 18'-11" 18'-3" 11' 8" 13'-0" 13'-2" 4'-0"
130 MPH 18'-0" 20'-2" 19'-5" 15'-l" 17'-9" 16'-3" l l'-l" 12'-11" 12'-6" 4'-0"
140 MPH 12'4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 10'-3" 11'-6" 1 11--1- 4'-3"
150 MPH 12'4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 9'-0" 10'-8" 10'-4- 3'-11"
4" x 48" x 0.024" Roof Panel w/ EZ-LOCK
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0"
110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15--1" 18'-0" 17'-5" 4'-0"
120 MPH 22'-3" 24'-11" 24'-l" 19'-l" 21'-4" 20'-7" 13'-9" 15'-4" 14'-10" 4'-0"
123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 1 14'-11" 14'-6" 4'-0"
130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-0" 18'-10" 12' 8" 14'-2" 13'-8" 4'-0"
140 MPH 13'-0" 15'-1" 14'-7" 13'-0" 15'-1" 14'-7" 1 l'-3" 13'-3" 12'-9"
150 MPH 13'-0" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5"
5" x 48" x 0.024" Roof Panel w/ EZ-LOCK
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 26'-5" 29'-0" 28'-6" 25'-2" 28'-l" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0"
110 MPH 26'-5" 29'-6" 28'-0" 23'-2" 25'-10" 24'-11" 18'-2" 20'-4" 19'-8" 4'-0"
120 MPH 25'-2" 28'-1" 27'-2" 21'-6" 24'-l" 23'-3" 15'-0" 18'-8" 18'-0" 4'-0"
123 MPH 24'-2" 27'-0" 26'-l" 20'-11" 23'-5" 22'-7" 15'-1" 1 18--1" 17'-6" 4'-0"
130 MPH 22'-4" 24'-11" 24'-l" 19'-8" 21'-11" 21'-3" 14'-4" 15'-11" 15'-5" 4'-0"
140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 13'4" 14'-11" 14'-5" 4'-0"
150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 12'-5" 13'-11" 13'-5" 4'-0"
6" x 48" x 0.024" Roof Panel w/ EZ-LOCK
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 29'-l" 32'-0" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4'-0"
110 MPH 29'-l" 32'-0" 31'-5" 25'-6" 28'-0" 27'-6" 20'-1" 22'-5" 21'-8" 4'-0"
120 MPH 27'-0" 30'-11" 29'-11" 23'-9" 26'-0" 25'-8" 18'-5" 20'-7" 17-10" 4'-0"
123 MPH 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 17'-10" 19'-11" 19'-3" 4'-0"
130 MPH 24'-7" 27'-6" 26'-6" 21'-8" 24'-3" 23'-5" 15'-9" 18'- 9" 18'-2" 4'-0"
140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 17'" 15'-11" 4'-0"
150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 16'-2" 13'$" 15'-0" 14'-10" 4'-0"
Note: Total root panel width = room width + wall width + overhang
EMETALS USRT"" Lawrence E. Bennett, P.E. FL # 16644
Building P rod u Ct s L.P. CIVIL ENGINEER - DEVELOPMENT CONSULTANT
7815 American way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4774
TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX: (386)767.6555
TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com
IOCOPYRIGHTNOTTOBEREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I
PAGE
7 "5 I
SECTION 3A
1/4" x 6" RAWL TAPPER
THROUGH 1" x 2" AND ROW
LOCK INTO FIRST COURSE OF
BRICKS
ALTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NOW
STRUCTURAL KNEE WALL
1" WIDE x 0.063" THICK STRAP
@ EACH POST FROM POST TO
FOOTING W/ (2) #10 x 3/4"
S.M.S. STRAP TO POST AND
1) 1 /4" x 1-3/4" TAPCON TO
SLAB OR FOOTING
SCREEN, ACRYLIC & VINYL ROOMS
ALUMINUM FRAME SCREEN
WALL
ROW LOCK
BRICK KNEEWALL TYPE S
MORTAR REQUIRED FOR
LOAD BEARING BRICK WALL
4" (NOMINAL) PATIO
CONCRETE SLAB (SEE NOTES
CONCERNING FIBER MESH)
1) #5 ® BARS W/ 3" COVER
TYPICAL)
BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS
SCALE: 3/4" = V-0"
2'-0" MIN. - 3-1/2"
BEFORE SLOPE
I
ALL S
TYPE
T SLOPE / NO FOOTING
0-2"/ 12"
1) #5 BAR CONT.
cD -.<<
4" MIN. 2) #5 BAR CONT.
8"—4-12" --k
TYPE II TYPE III
MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
2" / 12" - V-10" > V-10"
Notes:
1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil
shall be verified, prior to placing the slab, by field soil test or a soil testing lab.
2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete.
3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection
from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is
required. All slabs shall be 3-1/2" (4" nominal) thick.
4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or
crack control fiber mesh: Fibermesh ® Mesh, InForceTm e3Tm (Formerly Fibermesh MD) per maufacturel's
specification may be used in lieu of wire mesh.
5. If local building codes require a minimum footing use Type II footing or footing section required by local
code. Local code governs.
See additional detail for structures located in Orange County, FL)
6. If a carrier beam or fourth wall frame is required use a Type II footing minimum.
SLAB -FOOTING DETAILS
SCALE: 3/4" = V-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 7674774
FAX: (386) 767-6&%
PAGE
CO COPYRIGHT 2W4
3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
GLASS•& MODULAR R(
I' RIDGE CAP
8 x 1/2" (3) PER PANEL
8 x 1/2" @ 24" O.C.
pp.NE-
3^ ROOF m
x
BEAM SUPPORT STUDS
TYPICAL)
I NI I
RECEIVING CHANNEL
6) #8 x 1/2" S. M. S. TO STUD
AND (8) #8 x 1/2" S.M.S.
TO BEAM
51,900PANELF
X
2" x 04 ui
s
60" MAX
2" x 6" S.M.B. HEADER
x s •
ALTERNATIVE BEAM SUPPORT
s
GLASS ROOM FRAMING DETAILS
SCALE: 3" = 1'-0"
SECTION 313
Lawrence E. Bennett, P.E. FL # 16W
CIVIL ENGINEER- DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 7674774
FAX: (386) 767.65%
PAGE
COPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 313-15
SECTION 3A I SCREEN, ACRYLIC $ VINYL ROOMS
Table 3A.1.4-110 Allowable Spans for Ridge Beams with Self Mating Beams
for Screen, Acrylic or Vinyl Rooms
For 3 second wind gust at 110 MPH velocity; using design load of 11 XSF
Self Mating Sections
Tribute Load Width 'W' = Purlin Spacing 5'-
0" 6'-0" 1 7'-0" 1 8'-0" 9'-0" 1 10'-0" 1 11'-0" 1 12'-0" Allowable
Span 'L' / bending'b' or deflection 'd' 2"
x 4" x 0.044 x 0.100" 14'-0" d 13'-6" b 12'-6" b 11'-8" b 11'-0" b 10'-5" b 9'-11" b 9'-0" b 2"
x 5" x 0.050" x 0.100" 17'-11" d 16'-8" b 15-5" b 14'-5" b 13'-7" b 12'-11" b 12'-0" b 11'-9" b 2"
x 6" x 0.050" x 0.120" 21'-0" d 19'-3" b 17'-10" b 16'-0" b 15'-9" b 14'-11" b 14'-3" b 13'-0" b 2"
x 7" x 0.055" x 0.120" 23'-9" b 21'-9" b 20'-l" b 18'-10" b 1 T-9" b 16'-10" b 16'-0- b 15'-0" b 2"
x 7" x 0.055" w/ insert 28'-11" d 2T-3" d 25'-11" d 24'-9" d 23'-7" b 22'-5" b 21'-0" b 20'-5" b 2"
x 8" x 0.072" x 0.224" 291-8" d 27'-11" d 25'-11" b 24'4" b 22'-11" b 21'-9" b 20'-9" b 19'-10" b 2"
x 9" x 0.072" x 0.224" 32'-7" d 30'-5" b 28'-2" b 26'4" b 24'-10" b 23'-7" b 22'-6" b 21'-0" b 2"
x 9" x 0.082" x 0.310" 33'-9" d 31'-9" d 30'-2" d 28'-10" d 27'-3" b 25'-10- b 24'-8" b 23'-7" b 2"
x 10" x 0.092" x 0.369" 40'-7" d 38'-3" d 36'4" d 34'-9" d 32'-F b 31'-1" b 29'-8" b 28'-5" b Notes:
1.
Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 2.
Spans may be interpolated. Table
3A.1.4-120 Allowable Spans f Ridge Beams ith Self Mating Beams for
Screen, Acrylic or ms For
3 second wind gus 120 MP velocity; using design load of 13 N/SF Self
Mating Sections Tributary
Load Width = Purlin 222gRg 5'-
0" 1 6'-0" 7'-0" 1 8'-0" 9'-0" •10'-0" 11'-0" 12'-0" Allowable
Span'L' / bending'b' or de ection'd' 2"
x 4" x 0.044 x 0.100" 13'-7" b 12'-5" b 11'-6" b 10'-9" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 2"
x 5" 0" 16'-10" b 15'-0" b 14'-2" b 13'-3" b 12'-0" b 11'-11" b 11'-0" b 10'-10" b x
6" x 0.050" x 0.12 19'-5" b 1 T-9" b 16'-5" b 15'-4" b 14'-0" b F1 3'-9" k 13'-l" b 12'-7" b 20"
21'-11" b 19'-11" b 18'-6" b 1T-0" b 16'-0" b 14'-9" b 14'-2" b 2"
x 7" x 0.055" w/ insert 2T-5" d 25'-9" d 24'-6" d 23'-0" b 21'-8" b 20'-7" b 19'-8" b 18'-10" b 2"
x 8" x 0.072" x 0.224" 28'-l" d 25'-10" b 23'-11" b 2Z-4" b 21'-l" b 19'-11" b 19'-1" b 18'-3" b 2"
x 9" x 0.072" x 0.224" 30'-8" b 27-11" b 25'-11" b 24'-3" b 22'-10" b 21'-8" b 20'-8" b 19'-9" b 2"
x 9" x 0.082" x 0.310" 31'-11" d 30'-1" d 28'-5" b 267 b 25'-l" b 23'-9" b 22'-8" b 21'-9" b 2"
x 10" x 0.092" x 0.369" 38'-5" d 36'-2" d 34'-2" b 31'-11" b 30'-2" b 28'-7" b 27'-3" b Notes:
1.
Tables assume extrusion oriented With longer extrusion dimension parallel to applied load. 2.
Spans may be interpolated. Lawrence
E. Bennett, P.E. FL # 16W CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 214366, SOUTH DAYTONA. FL 32121 TELEPHONE: (
385) 757-4774 FAX: (
366) 767-6556 PAGE
Q
COPYRIGHT 21111114 3A"
22 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 2 ATTACHED•& FREE-STANDING COVERS AND UTILITY SHEDS
CONNECTOR MAY BE (2)
ANGLES, INTERNAL'U'
CHANNEL OR EXTERNALLU'
CHANNEL EACH SIDE OF
CONNECTING BEAM W/
SCREWS (PER SECTION 9)
PRIMARY / FRAMING BEAM
SEE SPAN TABLES --0
SECTION 2)
MINIMUM NUMBER S.M.S. 3/4"
LONG REQUIRED EQUAL TO
BEAM DEPTH
SEE SECTION 9)
u
EXTRUSIONS W/ INTERNAL
SCREW BOSSES MAY BE
CONNECTED W/ (4) #10 x 1-1/2"
INTERNALLY
I
SECONDARY BEAM /
PURLINS(SEE SPAN TABLES
SECTION 2)
BEAM TO BEAM CONNECTION DETAIL
SCALE: 3" = l'-0"
BEAM TO WALL CONNECTION:
2) 2" x 2" x 0.060"
EXTERNALLY MOUNTED
ANGLES ATTACHED TO WOOD
FRAME WALL W/ MIN. (2) 3/8" x
2" LAG SCREWS PER SIDE OR
TO CONCRETE W/ (2) 1/4" x
2-1/4" ANCHORS OR MASONRY
WALL ADD (1) ANCHOR PER
HOST STRUCTURE MASONRY
SIDE FOR EACH INCH OF BEAM
OR FRAMED WALLCL
Co
Q
DEPTH LARGER THAN 3"
SELECT FASTENERS FROM w ~
0 w ® ALTERNATE CONNECTION:
SECTION 9 TABLES)
a ® 1) 1-3/4" x 1-3/4" x 1-3/4"x 1/8"
Xl INTERNAL U-CHANNEL
ATTACHED TO WOOD FRAME
PRIMARY BEAM WALL W/ MIN. (3) 3/8" x 2" LAG
SEE SPAN TABLES SCREWS OR TO CONCRETE
SECTION 2) OR MASONRY WALL W/ (3) 1/4"
ANGLE OR RECEIVING x 2-1/4" ANCHORS OR ADD (1)
C ANCHOR PER SIDE FOR EACH
INCH OF BEAM DEPTH
RGER THAN 3"
BEAM TO WALL CONNECTION DETAIL
SCALE: 3" = l'-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4T74
FAX: (356) 767-65%
PAGE
COPYRIGHT 2004
2.20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
o
00
c
Table 3A.1.3-120 Allowable Beam Spans for Miscellaneous Framing Beams for Screen, Acrylic or Vinyl Rooms
For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF
Aluminum Alloy 6063 T-6
Hollow and
Single Self -Mating Beams
UtWAtiLry Load Width
2'-6" 1 3'-0" 1 3'4" 4'.0" 1 4'.6" 15'-0" 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 7'-6" 81-0"
Allowable Span 17endin 'b' or deflection'd'
2" x 4" x 0.050" Hollow 11'-7" d 10'-10" d 10'-4" d 9'-10" d 9'-6" d 9'-2- d 8'-11" d 8'-7" d 8'-5" d 8'-2" d 8'-0" d 7'-10" d
2" x 5" x 0.062" Hollow 14'-11" d 14'-0" d 13'-4" d 12'-9" d 12'4" d 11'-10" d 11'-5" d 11'-1" d 10'-10" d 10'-7" d 1 Y4" d 10'-1" d
2" x 4" x 0.044" x 0.100" 17-11" d 12'-2" d 11'-6" d 1 V-O" d 10'-7" d 10'-3" d 9'-11" A 9'-8" d 9'-5" d 9'-2" d V-11" d 8'-9" d
x 0.100" 16-11" d 15'-0" d 14'-3" d 13'-8" d 13'-2" d, 12'-8" d 12'-3" d 11'-11" d 11'-7" d 11'-4" d 11'-1" d 10--10" d
x 6" x 0.050" x 0. 18'-8" d 17'-7" d 16'-9" d 15'-11" d 15'-4" 14'-10" d 14'-5" d IT-1 I" d 13'-7" d 13'-3" d 12'-11" d 12'-8" d
2" x 21'4" d 20'-1" di 19'-0" d 18'-3" d 17'-6" d d 16'-5" d 16-11" d 15'-6" d 15'-1" d 14'4- d 14'-5" d
2" x 7" x 0.055" w/ Insert 25'-9" d 24'-3" d 23'-0" d 22'-0" d 21'-2" d 20'-5" d 19'-9" d 19'-3" d 18'-9" d 18'-3" d 17'-10" d 17'-6" d
2" x 8" x 0.072" x 0.224" 26'-5" d 24'-10" d 23'-7" d 22'-7" d 21'-8" d 20'-1I'd 20'-4" d 19'-9" d 19'-2" d 18'-9" d 18'-4" d 17'-11" d
2" x 9" x 0.072" x 0.224" 28'-11" d 27'-3" d 25'-11" d 24'-9" d 23'-10" d 22'-11" d 22'-3" d 21'-8" d 21'-1" d 20'-7" d 20'-1" d 19'-8" d
2" x 9" x 0.082" x 0.306" 30'-0" d 28'-3" d 26-10" d 25'-8" d 1 24'-8" d 1 23'-10" d 23'-1" d 22'-5" d 21'-10" d 21'4" d 20'-10" d 20'-4" d
2" x 10" x 0.092" x 0.369" 36'-1" d 33'-11" d 32'-3" d I30'-10" d 1 29'-8" di 28'-8" di 27'-9" di 26-11" d 26-3" di 25'-7" d 25'-0" d 24'-6" d
Double Self -Mating Beams
Tributary Load Width
2'-6" 1 3'-0" 1 3'4" 1 4--0" 1 4'4" 5'-0" 1 5'-6" 1 6'4" 1 6'-6" 1 7'-0" 1 7'.6" 8'-0"
Allowable Span'L' / bending 'b' or deflection'd'
2" x 8" x 0.072" x 0.224" 33'-3" d 3V-4" d 1 29'-9" d 28'-5" d 27'-4" d 26-5" d 25'-7" d 24'-10" d 24'-2" d 23'-7" d 23'-1" d 22'-7" d
2" x 9" x 0.072" x 0.224" 36'-6" d 34'4" d 32'-7" d 31'-2" d 29'-11" d 28'-11" d 28'-1" d 27'-3" d 26'-6" d 26-11" d 25'4" d 24'-9" d
2" x 9" x 0.082" x 0.306" 38'-10" d 36'-6" d 34'-8" d 33'-2" d 31'-11" d 30'-10" d 29'-10" d 28'-11" d 28'-3" d 27'-7" d 26-11" d 26'4" d
2" x 1O" x 0.092" x 0.369" 1 45'-6" d 42'-10" d 40'-8" d 38'-11" d 37'-5" di 36-1" d 34'-11" d 33'-11" d 33'-1" d 1 32'-3" d 1 31'-6" d 30'-10" d
Note:
1. It is recommended that the engineer be consulted on any miscellaneous framing beam that spans more than 40'
2. Spans are based on 120 M.P.H. wind load plus dead load for framing.
3. Span is measured from center of connection to fascia or wall connection.
4. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total
beam spans.
5. Spans may be interpolated.
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IJill 1111111NI1toitIII Itoitli1BUJlit1iCi 3]U7Iteal CLERK OF
CIRCUIT COURT N tiRYANNEhEIRSE, ' i1 p, SEIIINO-E allM r'ni
s J P
77 Y BK 06121 Pg N66i (40 CLEWS ;# SfClitti6iir
431 1 Permit No.
REt;fIRDFD 021141206 01118:08 RN REI IRDINS
FEES 10.0 NOTICE OF
COMMENCEMEOWD BY L McKinley STATE OF:
COUNTY OF:
THE UNDERSIGNED
hereby gives notice that improvement will .be made to certain real property, and in accordance with
Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement. 1.
Description
of property: (legal description of pro rty, And street address if availabl771 2. General
description of improvement: 3. Owner
information: CERTIFIED CDpr a. Name
and Address:. MARYANNE MO CLERK OF
CIRCUIT COURr b. InterestinProperty: 1' e-a- , SENNNOLE 0 IVIY. ORID.A C. Name
and address of fee simple titleholder (if other than own 4. Contractor: (
name and address) i'' S. Surety:
a. Name
and address: fro c b. Amount
of bond A, 6. Lender. (
Name and Address) 7. Persons
within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by section 713.3.(1) (a) 7., Florida Statutes: (name and address) 8. In
addition to himself, Owner designates the following persdn(s). to receive a copy of the Lienor's Notice as
provided in Section 713.13 (1) (b), Florida Statutes: (name and address) 9. Expiration
date of notice of commencement (the expiration date is one (1) year from the date of recording unless
a different date is specified) Sworn and
subscribed before me this D
day ,; 20_R. (Signature of Owner) . pa. P
ltp;i N41 lu Signature of
MLP Public) (
Owner'
s Name) Ff ileni')
d, , I m tiJAtr%V T Notary's
Name & Seal) (Owner's Address) r„..„...................................... Pry
F-ou-caa—"'1_1 ) ERIKA HOGLUND
S yyr
r" coDM24333 Expires 6It AN ,
1 f 1 ••' 1 Bonddth. (8'
30)192-4254: