HomeMy WebLinkAbout503 Kays Landing DrP,ermjt.#; & '3 31
,fib Address: 50 3�
Description of Work: .. l
Historic District:
CITY OF SANFORD PERMIT APPLICATION RECEIVED
Date:
-4
AUG 2 zooE
Zoning: Value of Work:
Permit Type: Building 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 Gras 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 &
Name &
Pbone & Fax: Contact
Bonding Company
Address:
(Attach Proof of Ownership & Legal
State
Mortgage Lender: NT
Address:
Architect/Eagineer: Phone
Address:
Fax:
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. Isvvc rr gularing
construction and ening. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT' IN Y0 r, r PING'
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 p,rhlic rr.cr,rds of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of p it is e ' rcation that 1 will notify the o er of the roperty of the requirements of Florida Lien.Law,,P 7
Signature of Ow r/Agent bate Signature of Contractor/Age at
HE I1 V l? &E I-fVCaLI
t Owner/Agentame Print Co ctor/Agents a
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
RONALD C. HOMAN Susan L Maire-HarrisOn
NOTARY PUBLIC - STATE OF FLORIDA My Commission DD218024
COMMISSION # DD2�$953
Owner/Agent is _ Personally Known to Me or EXPIRES 9/6/20 ntractor/Agent is�Personally Known toJriapyres July 12, 2007
_ Produced ID NONOEDTMRU t4WNOTARt� Produced ID
APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD:
(Itim & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
.rr. , rte. s✓.,
.�s9.00
rs7 1 1 \� „ .. ,
..r�..0 .:r .. u..� d ��..0 ai. r. i.r .. , •.:.. to :: ct.: '.0 h•1 �i � u t : _L �
MARYANNI: MpWkj CLERK rJF CIRCUIT CUURT
SEMINULE CUUNTY j
Prepared By � ?h -(ZJ6 r -le 8K 06379 Pq 06221 tlpg)
�� CLERK' S # 2006135498
9s' RWIRDED 08/22/P_006 10=36 21 AM
'1125 sun, td,�zC) tet":! SA(,A,)h(%� flE iIIiDING Fws 10.00
er Elerida-3 �3J` u l,�/) I n� `J RECI Illt BY L McKinley
NOTICE OF COMMENCEMENT GLKI7FIEU �DPY
State: Florida MARYANNE MORSE
County: Sanford CLERK OF 'IRC'
COURT
LSE'MINOLE COUN
THE UNDERSIGNED hearby gives notice that improvement will
be made to certain real property, and in accordance with Chapter mur C
713, Florida Statues, the following information is provided in this
Notice of Comme cement.
� rc e/ #3`f /9 S6 sjc) )��v Ail 222041,
1 Description of property. (legal description of property, and street address if available)
2 General Description of Improv ents: I stall screen enclosure
3 Owner Information: /6"�{zjlY)e-5
A. Name and Address // �/ S (�t�/'r»ii; fo ,B%✓GQC. r�5-d (�/ �r/d
B. Interest in Property
C. Name and address of fee simple titleholder (if other than owner) SAME
4 Contractor: (name and address) Dulando Screen & Awning
V�� 835 Sunshine Lane j
5 Surely: Altamonte Springs, Florida 32714
A. Name and Address: N/A
B. Amount of Bond: N/
6 Lender: (name and address)
--------------
7 Persons within the State of Florida designated by Owner upon whom notices or other l
documents may be served as provided by Section 713.13(1)(a)7, Florida Statues
(name and address) N/A i
8 In addition to himself, Owner designates the following person(s) to receive a copy
of the Lienor's Notice as provided in Section 713(1)(b), Florida Statues (name
and address)
14
ABOVE NAMES CONTRACTOR
9 Expiration date of Notice of Commencement (the expiration date is 1 year for the
date of recording unless different date specified)
0,7
Signature of Ow r Driver's License Number
Owner's Name d d �-
Owner's Address -6
41 3A
All information must be printed legibly to comply with recording requirements
STATE OF FLORIDA
COUNTY OF
Te foregoing instrument was acknowledged before me this
40 .-1 ' (O by V who is p
produced ' o ho has
as identification and who did not take oath.
_ J
(Signature of person taking acknowledgement)
RONALD C. ROMAN
(Name of officer taking acknowledgement- typed or stamped
(Title or RanK)
COMMISSION NO2"2895 3
EXPIRES 9/8/2007
BONDED THRU i 4IMNOTARY7
3erninu..e I—ounty .- roperty Appraiser vet ..m:ormation :)y .-•arce..:\ um ger
Page 1 of i
http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=34193052000000990&cpad=Kays&... 8/14/2006
DAVID JOHNSOM CFA, ASA
-
t
PROPERTY
k
APPRAISER
- -
SEMINOLE COUNTY FL.
1101 E. FWMT sr
sAmFORD, FL 32771-1468
407-665-7506
n
R
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 34-19-30-520-0000-0990
Number of Buildings: 0
Owner: TOUSA HOMES INC
Depreciated Bldg Value: $0
Mailing Address: 11315 CORPORATE BLVD STE 250
Depreciated EXFT Value: $0
City,State,ZipCode: ORLANDO FL 32817
Land Value (Market): $62,000
Property Address: 503 KAYS LANDING DR SANFORD 32771
Land Value Ag: $0
Subdivision Name: KAYS LANDING PHASE 2
Just/Market Value: $62,000
Tax District: S1-SANFORD
Assessed Value (SOH): $62,000
Exemptions:
Exempt Value: $0
Dor: 00 -VACANT RESIDENTIAL
Taxable Value: $62,000
Tax Estimator
SALES
2005 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
2005 Tax Bill Amount:
SPECIAL 06/2006 06285 0929 $1,096,000 Vacant No
an
WARRANTY
2005 Taxable Value:
DEED
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
PLATS: Pick...
Method Units Price Value
LOT 99 KAYS LANDING PHASE 2 PB 69 PGS
LOT 0 0 1.000 62,000.00 $62,000
44 - 44
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 Just/Market value.
Page 1 of i
http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=34193052000000990&cpad=Kays&... 8/14/2006
Limited Power of Attorney
Date:
I hereby name and appointTorn L f Dulando Screen
& Awning, Inc. to be my 1 wf it a orney in fact to ac p y to
for a T i�o/ 1'' n e-fy—x,5ur
Permit for work to be performed at a location described as:
Section: Township: / Range:
Lot: Block: Subdivision:
Address of Job:
Owner of Propel
And to sign my name and do all things necessary to this appointment.
Printed name of Contractor: r'
Contractor License #:
Signature of Contractor:�'-
State of Florid k
County of
The foregoin=I-e
ent s acknowle ged this �-s day of ,
2 4X& by U IV C -41V who personally appeared before4fie and
acknowledged t42!CR e signed the instrument voluntarily for the purpose expressed in
it.
Personally Known or Produced Identification
(Type of identification)
�.. Susan L Matre-Harrison
Signature of Not Public, State of Florida '� My Commission DD218024
� 11 Expires July 12. 2007
STsr/�✓ GS 7�P �ll�'<<l�
�'/ Gi � (Seal)
Print or Type Name of Notary Public
CCL CCL/IBI CONSULTANTS, INC.
AUTHORIZATION #LB5610 CCL
ENGINEERS SURVEYORS PLANNERS
IBI 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 IBI
POMPANO BEACH ORLANDO TAMPA JUPITER
A O/V/S/LW OF THE /R/ GROUP I WWW. CCL -POMPANO. COM WWW. CCL -ORLANDO. COAT A D/V/S/ON OF THE /s/ GaouP
ENGLEKAY'S LANDING PHASE 2 a3yn
NATIONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE Or THE
COMMUNITY NUMBER 120294 NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 19 _
PANEL NUMBER 12117CO040E SOUTH, RANCE 30 EAST, SEA41NOLE COUNTY, FLORIDA,
MAP REVISION 05/!7/1995
FLOOD ZONEOMEX BEING S 0074'40" E, AN ASSUMED MERIDIAN,
L B C E N D/
O SET WITH NUMBER
L- RADIUS O `BB. 56110 ATES NIP (iR ), UN ESS OTHERWISE NOTED _
L- ARC DISTANCE B N _ _
a- CENTRAL ANGLE L.B, LICENSED US] ESS -
A/C AIR CONDITIONER SLAB NLD - SET NAIL AND DISC L.B. 5610
CENTERLINE PC = POINT OF CURVATURE
V.E. - DRAINAGE EASEMENT PCC - POINT OF COMPOUND CURVATURE
L.M.E. a LAKE MAINTENANCE EASEMENT PI - POINT OF INTERSECTION
U.E. s UTILITY EASEMENT PRC - POINT OF REVERSE CURVATURE
F. F. e FINISH FLOOR CAN. - CABLE TV
FHYD. m FIRE HYDRANT L.P. - LIGHT POLE .c.r
W.M. m WATER METER ELEC. ELECTRIC SERVICE
W.V. e WATER VALVE PT = POINT OF TANGENCY LOCATION SKETCH
®= PROPOSED ELEVATION (NOT TO SCALE)
SCALE: 1` a 90'
UFFICEI
33.3
Z
o s ss•
z�
f N CI ; �I � _ `s c 34.1
TC' A s• A=23'38'45'1
--27_52 \ \ 736 7 R=125.00' 1
33.3 41-ICpoo �-L L=51.59'
� h 70.00, 33.5
T ss7 Ll
It
q�4 Q
o O�� ' rw I
ryv, r n r ,. � •' �'! , � ^r � 1 b 4 0 W m 4i L7� 5 67 / Q
vi �._ i o 1 w o ti o
V 1 6 '\
-- _ _— — L ..
5'0.f --��
S 88' 9 1 ' E
33.3 143.71 R=125.00
a.
1 31.8 33.9 L=L76
ID=0'48'18' 33.3
AREA_ TABULA TION --
LOT 10,147t50.FT,
3151 1Lt-
w as -t Ins 4 b 3�>;
NOTE: 4 0.5
LEGAL DESCRIPTION : BUILDING WILL BE STAKED AS SHOWN
Lot -99, Kays Landing, Phase Z according to the P/at thereof,
as recorded in Plat Book 69,
of Page 43-44, of /he Public Records, Seminole County, F/or/do.
NOTES: (SKETCH AND LECAL ONLY, NOT A SURVEY)
I. UNLESS IT BEARS THE SIGNATURE AND ME ORIGINAL RAISED 2. LANDS SHOWN HEREON WE'RE NOT ABSTRACTED
SEAL OF A FLORIDA LICENSED SURVEYOR ANO MAPPER THIS BY CCL CONSULTANTS INC. FOR EASEMENTS AND r—
ORAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL RIGHTS-OF-WAY OF RECO.q[l,
PURPOSES ONLY AND 15 NOT VALID. A0017IONS OR 49ELE7701VS
TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING J. DATA SHOWN H&-rEOj/ WA.S C'OMP/LLJ FROM OTHER PARTY OR PARTIES IS PROHIBITED WITHOUT WI?/T7EN INSTRUMENTS ANO DOES NOT CONSTITUIE A FIELD SURVEY U
w
CONSENT' OF THE SIGNING PARTY OR PARTIES. AS SUCH. 0
�— 1 o
D:
REVISIONS: DATE: /� Z
JA
PLOT PIAN 6/28/06 ,IAM
D I BRUNO, F.S.M
3DATE
FES ONAL SURVEYOR and RAPPER #5670 STATE OF FLORIDA
F SKETCH: ORgyyy
7'AM'
CHECKED FIELD
/28/06 BY BY OMB BOOK NIA
OFFICE
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DU ONDO SCREEN & AWNINC p INC
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2:22. 0001,
190 _ =+DEQ
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'r'O r'i'tes€:
January 01, 2006
LAWRENCE E. BENNETT, P.E.
P.O. BOX 214368 .
SOUTH DAYTONA, FL 32121
386-767-4774
TO ALL BUILDING DEPARTMENTS
Re: Master File Engineering
ALUMINUM STRUCTURES DESIGN MANUAL"
2004 edition & 2006 edition
Dear Building Official/Plans Examiner,
This is to certify that the following contractor/company
is hereby authorized to use my .2004 ed "ALUMINUM STRUCTURES
DESIGN MANUAL" during the year 2006. When we publish and
distribute the 2006 ed of the,"ALUMINUM STRUCTURES DESIGN MANUAL",'
they will be authorized to use that manual for the remainder of 2006.
Our authorization is based on a January to January basis requardless
of.the edition of the manual. This authorization also applies to
contractor master file drawings, ""ONE PERMIT ONLY" drawings or any
site specific" drawings that I may furnish the contractor.
Bernie Duncan
SCC131149580
Dulando Screen & Awning
835 Sunshine Ln
Altamonte Springs, FL 32714
They are hereby added to my 2006 MASTERFILE LIST .
Should you have any questions please contact me at
convenience. your
Sincerely--'-.'
PLANS REVIEWED
Lawren/c/j1 y: Be ett, P.E. #16644 CITY OF SANFORD
., -__.,. r. ._ ,�_ Sit__ �.. .. , +,-.-:-•.-•- _ r-_ __
SCREENED ENCLOSURES I SECTION 1
r W PURLINS (TYP.)
------- SCREEN MR)
CABLE CONNECTION
(SEE DETAILS SECTION 1)
Fig--- ��-- ALTERNATE CABLE
(SEE TABLE 1.3) 1" x 2" (TYP.)
'. GRADE
K -BRACING (OPTIONAL) CABLE CONNECTION
• GIRT (TYP.) (SEE DETAILS SECTION 1)
TYPICAL DOME ROOF - ELEVATION
SCALE: N.T.S.
EXISTING STRUCTURE
ALUMINUM BEAM r
(TABLE 1.1 OR 1.8) \
L
SIZE MEMBERS PER
APPROPRIATE TABLES
I
H
1
RISER WALL WHERE
`W REQUIRED
jI �II PURUNS (TYP.)
1.
DIAGONAL ROOF BRACING
(SEE SCHEMATIC SECTION 1)
CABLE BRACING
K -BRACING (OPTIONAL) —�
GIRT (TYP.)
SCREEN (TYP.) SW
ALUMINUM COLUMNS (TYP.)
(TABLE 1.3 OR 1.6) PERIMETER WALLS FRAMING
1"x 2" (TYP.) (SEE TABLES 1.3 AND 1.4)
TYPICAL DOME ROOF - ISOME T RIC
SCALE: N.T.S.
CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES.
VIEWED
OF SANT
Lawrence E. Sennett, P.E. FL # 16644
CIVIL ENGINEER.DEMOPME ,-CONSULTANT
P.O. Box 214366. SOUTH DAYTONA. FL 32121
TELEPHONE: (396) 7674774
FAX (796) 7674666
PAGE
® COPYRIGHT 2W4
MOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRI� ; =N PERMISSION OF LAWRENCE E BENNEIT. P.E. 1-3
SECTION 1 1 SCREENED ENCLOSURES
Table 1.1 Allowable Spans for Primary Screen Roof Frame Members
Aluminum Alloy 6063 7.6
For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below, 30'-30'-00" North (Jacksonville, FL)
Hollow Sections
3'-0"
Tributary Load Width 'W' = Beam Spacing
4'-0" 1 5--0-- 1 6'-0" 7'-0" 8'-0"
Allowable Span V/ bending 'b' or deflection'd'
V1 9'-0"
9' -0 -
2" x 2" x 0.044"
9'-10' b1
8'-7"
bj 7'-8' b 6'-11' b 1 F-6" b I 6'-"
DI
5'-8" b
2" x 2" x 0.055"
10'-9" b
1 7-4"
D 1 8'-4' b l 7'-7" b 1 i'-1" b 1 6'-7"
b 1
6'-3:
2"x 3" x 0.045"
13'=" b
11'-7'
b 10'-4-b 9'-5' b 3'-9" b 8'-2'
b 1
7'-8'
jb
2" x 4" x 0.050"
14'-8" b
.2'-6'
b 11'1" b 10'-4" b i'-7" b 8'-h 1-
b
8'-a'
Soft Mating Sections
3'-0"
Tributary Load Width 'W' = Ream Spacing
4'-V 1 5'-0" 1 6--0" i7'-0" 1 8'-0"
Allowable Span V1 bending 'b' or deflection 'd'
V1 9'-0"
2" x 4" x 0.044 x 0.100"
19'-11'
b 17'1'
b 15'-0'
01 14'-2'
b .3'-1'
b 12'-3'
b 11 --W b
2" x 5" x 0.050" x 0.100"
24--9"
b 21'-5'
b 19'-2'
b 1 17'.8"
b ' 6 -2"
b 15'---"
b 14'-3" b
2" x 6" x 0.050" x 0.120"
28'-7"
b 24'-9'
b 22-r
D 1 20'-3'
b 18'-9"
b 17'-6' % b 1
16'-6' b
2" x 7" x 0.055" x 0.120"
32'-3'
b 27-11'
b 24'-11"
b 1 22'-9'
b 21'-1'
b 17-9'
b 1 18'-r b
2" x 7" x 0.055" w/ insert
142'-10"
b 37'-1-
b I 33'-2"
b 1 30'-4-
b 26'-1"
b 26'-3-
b 1 24'-9" • b
2" x 8" x 0.072" x 0.224"
41'-7"
b 36'-1'
b 1 32'-3"
b 1 29'-5'
b 2?' -3"
b 1 25'-6-
b 1 24'-0" b
2" x 9" x 0.072" x 0.224"
a5'-1'
D 39'-1'
D %34'-11"
b 131'-11"
b I %9'-0"
D I 27'-d"
ol 26-1" b
2" x 9" x 0.082" x 0.310"
1 474"
b 1 42'-11'
b 1 38'-4'
b 1 35'-0"
b 1 32'-5'
D 1 37-4'
b 1 28'-7- b
2" x 10" x 0.092" x 0.369"
1 59'-0'
b L 51'-r
b 1 46-1-
b 1 42'-1-
b I 38'-11"
b I 36'-S'
bf 34'-4" b
Snap Sections
Note:
V -D'
Tributary Load Width '1M = Beam Spacing
1 4--0" 1 5'-0" 1 6--0" i'-0" 8'-0"
Allowable Span 'L' / bending 'b' or deflection 'd'
1 9 -.0 -
2" x 2" x O.D44"
11'-9"
b 10'-2"
b I S'-1"
b 1 8'1" D
7'$" b
7'-2"
b 1 6'-9"
b
2" x 3"X 0.045"
15'-1"
b 113'-1"
b 1 11'-8"
b 10'-8". b
9'-10" b
7-3"
b 1 8'-8
b
2" x 4" x 0.045'
18'-5-
b 1 15'-11-
b 1 1e-3"
b .3'-0" b
'.2'-1- b
11'-3"
b 1 10'-8"
b
2' x ii" x 0.062"
31'-3"
b 27'-1'
b 24'-2'
b i 22'-1" b
20'-5" b
19'-3'
b 1 18--0"
b
Z" x 7" x 0.062"
34'-9"
b 1 30'-1-
D 26'-11"
b 1 24'-7" b
22'-9* b
21'-3
0-
b 1 .20-
Note:
1. Thicknesses shown are 'nominal' industry standard tolerances. No wall thickness shall be less than 0.040".
2. The structures designed using this section shall be limited to a maximum Combined span ano upright height of 55' and
a maximum upright height of 217, Structures larger then these limits shall have site specific engineering.
3. Spans are based on a minimum of 10. r Sq. Ft. for up to a 150 M.P.n. wind loan.
4. Span is measured from tenter of beam and upright connection to fascia or wall connection.
5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of *race to beam
connection to the above spans for total beam spans.
6. Purlin spacing shall not exceed 6'- 8'. For beam spans greater than 40'-0' the beam at the center purlin and one
purtin for each 14'-0' on each side of the center purlin shall include lateral bracing as shown in detail (48'-0') span with
purfins at 8'- 8' o.c. center purlin and (2) purirns each side of center purlin need lateral bracing.
7. Spans may be interpolated.
Example. Max. 'L- for 2' x 4' x 0.050' hollow section with W' = 5'4" = 11'1"
IEWED
Lawrence E. Bennett- P.E. FL 1# 16644 CiN OF
CNN Z149WE.=R - DEVELOPMENT CONSUL7AH7
P.O. 9OX 214368.30UTM DAYTONA. FL 3212'
TELEPHONE (386) 767774
FAX (386) 75745454%
PAGE
r ® cOPYR)rm2w4
1-56 ROT TO 8E RE'.PROOUCE9. IN WHOLE OR IN PART WITHOUT THE WRr1TcN PERMIS31ON OF LAWRENCE E. BENNETT, PE.
SECTION 1 SCREENED ENCLOSURES '
Table 1.3 Allowable Post / Upright Heights for Primary Screen Wall Frame Members
Aluminum Alloy 6063 T-0
For 3 second wind gust at velocity of 120 MPH or an applied load of 14 x / sq. fL'
Hollow Sections
X-0"
Tributary Load Width 'W' n Upright Spacing
3--0" 1 4'.0" 1 5'-0" 6'-0" r -r I 8'-0" 1 9'-0"
Allowable Height'H' / bending'b' or deflection 'd'
2" it 2" x 0.044"
8'_4"
b 1 7'.; b .. b 1 5=11" b 5'-6" b 5-!"
D -"---D-
:0"2"
2- x 2" x 0.055"
9'-1'
b 7'-11" b 1 7'-1" b 1 5'-5' b 5'-11' b 5'-T'
b 57-3' b
2" x 3" x 0.045"
11'-3"
b 1 9'-9' b 1 8'-9" b 1 7'-11" b 1 7'-5' b v"'-".'
b ^-o" b
2" x a" x 0.050"
12'-5'
b 1 10'-9' b 1 9'-7" b 8'-9" b 1 8'-1" b 7'-7"
b 7'.2' b
Self Mating Sections
X-0"
Tributary Load Width W'= Upright Spacing
1 4'-0" 1 5'-0" 1 6'-0" 1 ',T-0" 18'-0"
Allowable Height'H' 1 bending 'b' or deflection'd'
2" x 4" x 0.044 x 0.100"er
16'-11'
bff7"
b T'$" b
13'-1"
b 11'-11"
b 11'-1" yb
10'-4"
b 9'-9' b
2" x S" x 0.050" x 0.100"
., 20'-11'
b
9--W
16'-2'
b 14'.9"
b 13'-8"-. b
12'-30:%b
12-1' b
2" x 6" x 0.050" x 0.120"
24'-2.
b
b 10'-2" b
,8'•9"
b 17'-1"
b 15'-10" b
14'-1(r
b 1:i-11' b
2" x 7" x 0.055" x 0.120"
27'-3'
b
16'-2-
21'-1"
b 19'-3'
b l 1T'-10" b
16'-8'
b 17-9" b
2" x T' x 0.055" w/ insert
36'-3'
b 31'-4"
b
29'-1"
b 25'-7"
b 23'-9" b
22'-2"
b 2a'-11" b
2" x 8" x 0.072" x 0.224"
35'--,'
b 30'•6"
b 1
2".3"
b 24'-10"
b 23'-0' b
21'-S"
b 27-4" b
2" x 9" x 0.072" x 0.224"
38'-2"
b 33'-0"
b 1
29'-0'
b 28'-11"
b 24'-11" b
23'-4"
b 22'-0" b
2" x 9" x 0.082" x 0.310"
141'-10'
b 30-3"
b 1
32* -5'
til 27-7"
b 27'-S* b
25'-6"
b 2=-2" b
2" x 10" x 0.092" x 0.359"
1 50'-4"
b 1 43'-7'
b 1
38'-11"
b I 35'-r
b 32'-11- b 1
30'-10'
b 26'-1" b
Snap Sections
3'-0"
Tributary Load Width'W'a Upright Spacing
1 4'-0" 1 F-0" 1 6'-0" 1 T-0" 1 8'-0'-
Allowable Height 'H'/ bending 'b' or deflection 'd'
1 9--0"
2" x 2" x 0.044"
1 9'-11"
b 8'-7"
b T'$" b
7'-0"
b 6'-6" b
6'-1'
b V-9' b
2" x 3' x 0.043"
12'-9"
b 11'-0"
b 9'-10' b
9--W
b 8'-i" b
T-10"
b -0
T' b
Z" x 4" x 0.045"
15'-7"
b i T -r
b 12'-1" b
11'-0"
b 10'-2" b
9'-"'
b e' : ," b
2"x 5" x 0.062"
26'-5"
b 22'-10"
b 20'-5" b
18'-8'
b l 1T-3" b
16'-2-
b 13.3" b
2"xT"x0.062"
1 29'-5"
b 1 25'-5"
b 22'-9" b 1
20'-9'
b 1 19'-3" b
1T-11'
b 1 16=11" b
" For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specification page
for tables at the beginning of this section and example below.
Note-,
1. I iucKnesses shown are "nommar inoustry stancaro tolerances. No wall inicKness snali ce less man 3.W'.
2. Using screen panel width W select upright length "H'.
3. Above heights do not include lenoth of knee brace. Add horizontal distance from upright to center of brace to :eam
connection to the above spans for total beam spans.
4. Site specific engineering required for pool enclosures over 20' in mean roof height.
$. Height is to be measured from center of beam and upright connection to fascia or wall connection.
o. Chair rails of 2" x 2" x 0.044' min. and set @ 35' In height can be considered as residential guardrails provided they
are attached with min. (3) 010 x 1-112" S.M.S. into the screw bosses and do not exceed 8'-0" in span.
7. Heights maybe interpolated.
CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS.
IF SPANS FOR; C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE
EXAMPLE ON 'SPECiFiCAT10N PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION.
ns...
Lawrence E. Bennett, P.E. FL # 16644 ,� of SjFOI D
CrVlC ENGINEER - DEVQOPMENT CONSt&TANT C
P.O. BOX 214366. SOUTH DAYrONA, Fl 32121
TELEPHONE: (386) 767.47-,4
FAX: (366) 767a5is
PAGE
Q GOPTRIGHT2W
1-58 1 NOT TO BE REPROOUCED IN WHOLE OR IN PAP.T WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNrT. P-
SCREENED ENCLOSURES
Table 1.6 Minimum Upright Sizes and Number of Screws for
Connection of Roof Beams to Wall Uprights or Beam Splicing
Beam
Upright I .Minimum Pu lin r_ini r1e.6 1
SECTION "I
Size
-
Size
- - -
d Knee Brace Size"
"--^ ^"'os
Anchors
minimum Number of Screws' A
Seam Stitching
x 3"
r x 3'
c' x +• x 0.044"
=u11 Lao
x8 x ::"
6
#10 x ::" I #12 x %,'
Screw 24" O.C.
2"x 4'.
2"x3'
Z" x 2' x 0.044"
2 FUII Lap
g
6 �
-
2' x 4'
2' x 4'
2'X 2' x 0.044'
2 Full Lao
8
6 s
x8
2- x 5"
i x 3-
2' x 2" x O.O 4"
I FFull Lao
8
6
p
t
x 3"
' �- x = x l.v==
Buil Lac I
8
_,.• x o'
`.. x 4"
r z �' x 0.044..
_ ramal LO; -I
10
° 6
, °
s10
w Z
2" x 8"
?' x 5'
- ' x ?" x 0.044'
_ ; Partial Lao
t 5
1. ; 2
2" x ?"
?" x 6"
I 2" x 3" x 0.045"
Partial Lao
18
16 1 14
14
x �•••
x 7'
x 0.050"
1 Pamal Lao
20
i$ i6
xu
^" x 10"
?" x 8'
^" x e• x 0.05C"
1!? i carnal La^
20
w14
18 t 6
x14
Screw Size
Minimum Distance and Spacing of Screws
Gusset Plate Thickness
I
4.Iae 7o Center
I Center To Center
Beam Size
.
Thickness
5/8"
( 2'x 7• x ;,•.053" x 0.120'
1/16"z 0.063"
A10
i 8"
I 3/4
I x 8' x :.07 2" x 0.:24'
118"73 -12-5-
xis or 114"
V2"
x 9" x 0.7+2' x 0.224"
1/8" 00.125"
3t"
-.1.�"
12' x 9" x 0.^82' x 0..306
118 0.125"
3x16"
7/8'
I 1-3/4"
2" x 10" x 0.092" x 0.369"
114' a 0.25"
3r6..
t
Refers to each side of the connection of the beam and upright and each side of splice connection.
0.082" wall thickness, 0.310" flange thickness
Note:
1. Connection of 2' x 6" to 2' x 3' shall use a 'Pill lap cs:t ar 1'15" g•_sset Mate.
2. All gusset plates shoo be a minimum of 5052 M-32 Alloy or have a minimum yield strength of 23 ksi.
3. For beam splice connections the numoer of screws snown is the total For each splice with 112 the screws on each side of the cut.
4. The number of screws is based on the maximum allowable moment of the beam.
5. The number of deck anchors is based on RAWL R Tapper allowable load data for 2.500 psi concrete and / or equal anchors may,
be used. The number shown is the total use 1/2 per side.
6. Hollow splice connections can be made provided the connection is approved by the engineer.
7, If a larger than minimum upright is used the number of screws is the same for eac.'t splice with 112 the screws on each side of the
cut.
8. All beam to upright connections for 2' x r^ beams or larger shall have an interni or external gusset plates. Gusset plates are
required for mansard or gable splice connections.
9. For gusset plate connections 2"x 9' beams or larger use 3/4' lona screws.
I U. The 3me wait upright shall nave a mirumum beam size as shown above, ie., a 2" x 4" upright shall have a 2' x 3' beam.
11. Connect beam to upright w/ H -bar, gusset plate, or angle dips for each splice with 112 the screws on each side of the cut
12. For girt size use upright size (i.e. 2' x o"). Reed the T xo' beam row for min. girt of 2' x 2" x 0.04.1".
Table 1.7 Minimum Size Screen Enclosure Knee Braces?
and Anchoring Required
Aluminum 6063 T-6
2'-0' 2'x 2' x 0.044" 2' H -Channel With (3) #10 x 1R' EACH SIDE NS RENEWED
2" x 3' x 0.045" 2' H -Channel With (3) trio x 1/2" EACH SIDE D
> 4'-6" 2" x 4" x 0.044" x 0.12" 2' H -Channel With (4) 314' long screws SANFOR
(size to be determined by beam size, see table 9.6)ffty OF
(5ee Table 1.6 For Number And Size Of Screws)
Note:
1. For required knee braces greater than 4'-6" contact engineer for specifications and details.
2. Cana;evar learn aetaii 5,'o rn on page 1-a2 shari oe usea for hest structure attachment when knee brace length excaecs 4'4".
Lawrence E. Bennett, P.E. FL # 15644
CWX ENGINEER-WOELOPMENrCONSULTANT
P.O. BOX 2143sa, SOUTH OAYTONA. PL 32121
TELEPHONE: (366) 767-4774
' FAX: (366) 767-6506
0
0 COPYRIGHT 2004
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrrrEN PERMISSION OF LAWRENM E WNNE-, r. P.E 1.61
SECTION .1
2"x4"OR 2"x6"
SELF MATING BEAM
1" x 2" SNAP SECTIONS
ATTACHED TO 2"x 2"W1
#10 x 1-1/2' S.M.S. @ 24" O.C.
OR CONTINUOUS SNAP
SECTIONS OR 2' x 3" (4)
SPLINE GROOVE SECTION
1' x 2" OPEN BACK FASTENED
TO POST W/ (2) #10 x 1-1/2'
S.M.S.
ATTACH 2" x 2" PURLINS TO
SELF MATING BEAMS W/ (2)
#10 x 1-1/2" S.M.S. INTO
SCREW BOSSES
SCREENED ENCLOSURES
MINIMUM POST SIZES
REQUIRED FOR EACH BEAM
SIZE (SEE TABLE 1.6)
.0p I
i
Gall,�,®...--------- r
®® I
ALTERNATE FLAT ROOF
SELECT FASTENER SIZE,
NUMBER AND PATI ERN
(SEE TABLE 1.5 & 9.5A OR 9.5B)
2" x 3" HOL''LOW OR SNAP
�- SECTION
SLOPING BEAM TO.'UPRIGHT CONNECTION DETAIL (PARTIAL LAP)_
SCALE: '3" = V-0'
Lawrence E. Bennett,
P.E. FL # 1664A Cin of 5A"1r""~
CrVX rNGMEMER-OEVELOPMENTCONSULTANT
P.O. BOX 211968. SOUTH OAYTONa FL 32121
TcLEPHONE (386) 7671774
FAX: (388) 797 -GM
PAGE
® COPYRIGMT2064
1-S NOT TO BE REPRODUCEO IN WHOLE OR IN PART WITHOUT TWE WRITTEN PERIA1SSICN OF LAWRENCE E. SENNETr. PE
SCREENED ENCLOSURES' I SECTION 1
STRAP SUPER OR EXTRUDED GUTTER
/ H S STRUCTURE
SPACING/2 + SPACING / Z SPACING / 2 moi'- SPACING/2 i
BEAM SET SPACING BEAM SET SPACING
STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT
SCALE: 3/8"= V-0"
2" x _" x 0.050" STRAP @
EACH BEAM CONNECTION
AND @ 1/2 BEAM SPACING WJ
S.M.S. PER STRAP
(S
JJ (SEE SECTION 9)
I ALTERNATEf 2" S.M.S. OR LAG SCREWS
I TRANSOM %� (SEE SECTION 9)
( UPRIGHT / 1
I
• 1
l�
SUPER OR
B EXTRUDED
9� GUTTER ANGLE OR RECEIVING
CHANNEL (Su SECTION 9
FOR DETAILS)
SELF MATING BEAM
(SIZE VARIES} MAX. DISTANCE FROM FASCIA
TO HOST STRUCTURE WALL
BEAM CAP "`—"— 24" WITHOUT SITE SPECIFIC
SCREW PATTERNS MAY VARY ENGINEERING
(SEE TABLES OR NOTES FOR
SIZE AND NUMBER OF
SCREWS)
SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER
SCALE: 3" = V-0"
�I
Rtv 116 ITA
P�►N� F SAtjfpRD Lawrence E. Bennett, P.E. FL # 16644
OV V►L ENGINEER - DEVELOPMENT CONSWANT
P.O. BOX214366. SOUTH DAYTONA. FL 32121
TELEPHONE: (3661 M -M4
FAX: (366) 767$.$6
j PAGE
® COPYRIGHT 2D04 I rj
NOT TO BE REPRODUCED IN WHOLE OR IN PART wrrHOUT THE WRRTEN PERM15510N OF LAWRENCE E. BENNE-' T. P.E. 1-21
SECTION 1
2 x 6 BEAM - SCREEN ROOF
SCREENED ENCLOSURES
J
W U)
J Z W
a<
r.._._
?
1 e
�0
aaw
e
I
t
Ie
COMPOSITE 2"x 3" EAVE GIRT
SCREW SIZE
(SEE TABLE 1.6)
POST
( (SEE TABLE t.3)
45" t SCREEN
(MAY FACE IN OR OUT)
IF KNEE BRACE LENGTH
EXCEEDS TABLE 1.7 USE
CANTILEVERED BEAM
KNEE ACE CONNECTION DETAILS
(2) 2" SCREWS
(SEE SECTION 9 FOR SIZES)
2" STRAP - LOCATE AND
FASTEN PER STRAP
LOCAMON ION DETAIL PAGE 1-21
REQUIRED KNEE BRACE
MINIMUM SIZE AND
CONNECTION (SEE TABLE 1.7)
KNEE BRACE ATTACHMENT
6" ABOVE TOP OF GUTTER
(MAX.)
2" x 2" ANGLE WITH (4) S.;vl.S.
(SEE SECTION 9 FOR SCREW
SIZES) EACH SIDE TO BEAM
TO SUPER OR EXTRUDED
GUTTER
FASCIA AND SUB -FASCIA
Lnj
® SUPER OR SOFFIT
EXTRUDED
® GUTTER
I
MAX. DISTANCE TO
HOST STRUCTURE 24"
WITHOUT SITE
SPECIFIC ENGINEERING
SUPER OR EXTRUDED GUTTER
_RISER (OR TRANSOM) WALL AT FASCIA - DETAIL 2
SCALE: 3'= V-0"
Lawrence E. Bennett, P.E. FL ? 16644 ptA1IS REVIEW RD
C)VILg/GINEER-OEVW_Oft#W7CONSULTANT ��■ • OF SAN•
P.O. BOX 214368. SOUTH DAYTONk FL 32121
TELEPHONE: (188) 767-4774
FAX: (386) 79 -ON
-s
PAGE
® COPYRIGHT7D04
1-Z6 NOT TO SE REPRODUCED IN WHOLE OR IN PART WITHOUrr THE WRITTEN PERMLSSION OF LAWRENCE E 304NM- P.E.
0
SCREENED ENCLOSURES
PANELS i ELEMENTS
UNBRACED BY HOST
STRUCTURE TO BE BRACED
BY DIAGONALS IN
PERIMETER PANELS (MIN.)
ELEMENTS BRACED BY HOST Q
STRUCTURE CONNECTION
BEAMS AND i OR PURLINS
L
CABLE OR
K -BRACING
(IN WALLS)
SECTION 1
HOST STRUCTURE
OELEMENTS BRACED BY
DIAGONALS
ALTERNATE BRACING
- - PATTERN, CORNER BRACES
STILL REQUIRED
CABLE OR
K -BRACING
(IN
(IN WALLS)
'
CABLE OR?
K -BRACING
(IN WALLS)
2 x 2 (MIN) ROOF DIAGONAL,
EACH DIAGONAL TO BE MEET WALL AT WALL BRACING
FASTENED EACH END WI (2) AT CORNERS (TYP.)
EACH #10 S.M.S. (MIN.)
(POOL ENCLOSURE SCREEN ROOF MAY BE FLAT, GABLE. MANSARD, DOME, OR HIP)
POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN VIEW
SCALE: 3/8"= 1 `0"
@� els RE�� R� Lawrence E. Benne': P.E. FL 14?" 16644
C1O� C►VILENGINE5R-OMj.OPINEN =NSUGTANT � P.O. BOX 214-66. SOUTH DAYTON& FL 3Yt2,
T-�; HONE: (385) 757-71+
FAX: (3661767:6
PAGE
® COPYRIGHT 2004 1-39
NOT TO BE REPRODUCED IN MMOL: OR IN PART WITi�IOUTTHE WRITT=N P`-RµuSION Of LAWR�%IOE E BEtiNT. P.E
qp
SCREENED ENCLOSURES
- (5) R10 S.M.S. (MIN.) -
1/8" x 1-112"x 8" FLAT BAR
SECTION 1
0.125" PLATE OUT ON
45" ANGLE
EYE -BOLT OR TURNBUCKLE FOR 0
CABLE TENSION
STAINLESS STEEL (SEE TABLE)
PERIMETER FRAMING
1 MEMBER
TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1
SCALE: 3"= V-0"
EITHER A OR B
1" x 2' x 0.125" CLIP AND (4)
#10 x 314" S.M.S. EACH SIDE
FOR CABLES
ALTERNATE:
USE (1) 114'x 1-1/4" FENDER
WASHER EACH SIDE OF
i FRAME MEMBER
MIN. (2) CLAMPS REQUIRED
(TYP.)
rn
MIN. 114" EYE BOLT. WELD EYl
I - - CLOSED (TYP.)
ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A
SCALE: 3"= V-0"
�E�IEW�RD
. P1�►�S f Sa�o
Lawrence E. Bennett, P.E. FL r 1
6644
CIVIL ENGMMR - OEvBLOPMDVT COPaULTANT
P.O. BOX 214386. SOUTH DAYTON& FL3212'
TE'.Z-PNONE: (3B6)T6T.477&
FAX: (366) 767.6W
PAGE
® COPYRIGHT 20G� gFJJNE-T P E 1.41
NOT TO BE REPRODUCED IN WHOLE OR 1N PART` "OOT THE WRITTEN PEgIA1SS1pN OF LAWRENCE =
SECTION 1
STAINLESS STEEL CABLE
CABLE CLAMP
(SEE TABLE)
NOTE:
SEE PAGE 1-38 FOR NUMBER
OF CABLES REQUIRED
SCREENED ENCLOSURES
2" x 2" x 0.125" ANGLE
1/2" CONCRETE
(MIN.)
DISTANCE FROM EDGE OF
SLAB = 5(D) OF SCREW
ALTERNATE CABLE CONNECTION -AT SLAB DETAIL - DETAIL 213
SCALE: 3" = 1'-0"
5-1/2" (6" NOMINAL)
SLAB (MIN.)
5d (MIN.)
V
5d (MIN.)
sp
SELECT ANCHOR FROM TABLE
9-1A MIN. SHEAR 607# FOR
3/32" CABLE AND 445# FOR 1/8"
CABLE, FOR 3/32" CABLE
1/4" x 1-1/2" CONCRETE
ANCHORS (MIN.) 0
2500 P.S.I. CONCRETE
6 x 6 -10 x 10 WELDED WIRE
MESH OR FIBER MESH
CONCRETE
ALTERNATE CABLE CONNECTIONS Caa FOUNDATION DETAIL 2C
SCALE: 3"
Lawrence E. Bennett, P.E. '���Jjf �
CIVIL ENGINEER -. SOUTH DAYTT CONSULTANT VIA A'; 4s
P.O. BOX 214366, SOUTH DAYTONA, FL 32121
TELEPHONE (368) 767�T74
FAX (366) 767.8556 it
PAGE
1-4� COPYRIGHT ZOW
NOT TO BE REPROCUCED IN'NhOLE OR IN PART WITHOUT T:iE WRITTEN PERMISSION OF LXPMENCc E. BENNETT. PZ,
SCREENED ENCLOSURES
SCREWS OR THRU-BOLTS
(SEE SECTION 9)
1" x 2" EXTRUSION ANCHOR
TO CONCRETE W1
CONCRETE ANCHORS WITHIN
E" OF EACH SIDE OF EACH
POST AND @ 24" O.C. MAX.
SELECT CONCRETE ANCHORS
FROM SECTION 9
SECTION 1
POST SIZE 2" x 4`' MAX.
MIN. 3-112" SLAB 2500 P.S.I.
CONCRETE6x6-10x10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
SIDE WALL
POST TO PLATE TO CONCRETE DETAIL
SCALE: 3" = l -V
2" x 2"x 0.063" ANGLE EACH
SIDE ATTACH TO POST AND
CONCRETE @ LOAD BEARING
WALL W/ (2) MIN. S.M.S. (PER
SECTION 9) EACH SIDE
MIN. 3-112" SLAB 2500 P.S.I.
CONCR=TcoX0- -IV A If
WELDED WIRE MESH OR
FIBER MESH CONCRETE
ANGLES AS SHOWN ABOVE
MAY BE USED TO CONNECT
CHAIR RAILS AND PURLINS
AL
POST SIZE 2' x 4" MAX.
(SEE TABLE)
1" x 2" EXTRUSION -ANCHOR 701
CONCRETE W/ CONCRETE
ANCHORS B" MAX. EACH SIDE
OF EACH POST AND @'24" O.C.
MAX. OR THROUGH ANGLE
AND @ 24" O.C..MAX. SELECT
CONCRETE ANCHORS FROM
SECTION 9
SIDE WALL
POST TO BEAM AND PLATE TO CONCRETE DET
CITY OF S-1
SCALE: 3 = V-0*
Lawrence E. Bennett, P.E. FL m 16644
CML QJGlHEER.oEVELOPA4WrC0NSEJLTA T
P.O. BOX 214M. SOUTH OAYTON . FL 32121
TpyPHONE
FAX: (3815) 76TH
COP•TRIGKT 2004 ISSION OF LAWRENCE E BENNETT. P.E.
NOT TO BE REPRoOUCW IN WHOLE OR IN PART WITHOUTTHc WREN P�iM
PAGE
1-47