HomeMy WebLinkAbout321 Porchester Dr (2).4
Perm;t'N c)(0 -C) s�v
Job Address:
CITY OF SANFORD PERMIT APPLICATION
Date:
Description of Work: SC��en E•I:elost.t�c
Historic District: Zoning: Value of Work: S '7iia�_ REC pVED
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Z��E
Electrical: New Service — # of AMPS Addition/Altemtion Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixl ues # 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 #: ,!5'7 1`7 -
Owners Name & Address:
Contractor Name & Address:
Phone & Fax: AtU CWU6QZl Contact
Bonding Company.
Address:
(Attach Proof of Ownership &
Phone:
Mortgage Lender:'—
Address:
Architect/Engineer. 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. 1 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicabin lows. t,•rtrlaring
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN V01))', i-!.- Y Il'JG
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR �,w
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 pnhlic rr:covcts- of
this county, and them: may be additional permits required from other governmental entities such as water management districts, state agencies, or fcdcrtl agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, 13.
06 16Z4��
Signature of Ow r/Agent 'Date Signature of c Agent baite
t Owner/Agent's Name Print ntraci ge 's ame
Signature of Notary -State of Florida Date Signature of Notary -State o lorida kyr PP teSusen L Matre-Harrison
RONALD C. HOMAN +� My Commission DD218024
NOTARY PUaUC • STATE OF FLORIDA
Expires Jul 12, 2007
COMMISSION # DD228953 a R y
Owner/Agent is _ Personally Known to Me or EXPIRES 9/8/2007 Contractor/Agent is _ Personally Known to Me or
_ Produced ID 11^NDEDTHRU 14MNOTARYI _ Produced ID
APPLICATION APPROVED BY: Bldg: Zoning: Urilitics: FD:
(Initial & ate) (Initial & D te) (Initial & Date) (Initial & Date)
Special Conditions:
3emmu..e ,_uunLy .- ropeny Appraiser Lre ...ri-orrnai.run Dy .- arce..., um ger
.-,age .. or -
http://www.scpafl.org/pIs/web/re_web.semi noIe_county_title?parce1=34193051900000260&cpad=Porche... 6/12/2006
DA':ID JOHNSON, CFA, ASA
PROPERTY
'l
APPRAISER
�"'�!�,'•
+!�� -
SEMINOLE COUNTY .
R
1 101 E. FIRST T
'v
SANFORD,FL3277i-1468
407-665-7506
A:
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 34-19-30-519-0000-0260
Number of Buildings: 0
Owner: TOUSA HOMES INC
Depreciated Bldg Value: $0
Mailing Address: 11315 CORPORATE BLVD #250
Depreciated EXFT Value: $0
City,State,ZipCode: ORLANDO FL 32817
Land Value (Market): $62,000
Property Address: 321 PORCHESTER DR SANFORD 32771
Land Value Ag: $0
Subdivision Name: KAYS LANDING PHASE 1
JusUMarket 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: $539
SPECIAL 09/2005 05968 1145 $783,700 Vacant No
2005 Taxable Value: $27,000
WARRANTY 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 26 KAYS LANDING PHASE 1 PB 67 PGS
LOT 0 0 1.000 62,000.00 $62,000
41-43
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 our next ear's property tax will be based on JusUMarket value.
.-,age .. or -
http://www.scpafl.org/pIs/web/re_web.semi noIe_county_title?parce1=34193051900000260&cpad=Porche... 6/12/2006
L
Du LA100 SLAEEH r: AWH I110
835 Sunshine Lane, Altamonte Springs, Florida 32714
(407)862-6060 FAX (407)862-1221
LIMITED POWER OF ATTORNEY
31-
I, Bernie Duncan, hereby authorized to
obtain a permit for the following:
Lot: a Co Subdivision:
r 1 2
Bernie Duncan
Vice President
Sworn to and subscribed to me this 4;: r—/-?- - d 6 by Bernie
Duncan who is personally known to me and who did take an oath.
000,
Notary:
Ry Susan L Metre -Harrison
� My Commission DD218024
o, Fd8 Expires July 12, 2007
ter--•,-
By Lh r,l nr Oct- rf-'
.I�i,�•I C�'1C�0 SCr�e
ri Hi_c'Wcnf ze_f___0rj r6l
E OF COMMENCEMENT
State: Florida
County:
THEIUNDERSIGNEDhearby gives notice that improvement will
be made to certain real property, and in accordance with Chapter
713, Florida Statues, the following information Is provided in this
of Commencement.
PcLrcel *3lf
Description of property:
2
3
t. .
4
5
6
7
8
General Description of
Owner Information:
A.
B.
C.
-aws!!11_• _1 �'IT.•IY.drid +i4iai11eLfl
NRf1oYW IK1RS�, CCK OF CIRLUIT Ci81iR
SMIMtLE Ct;1m
SK 06LM PB 1060; (lpp
CLERK'S 0 Mi&(*9j k�
REUMI OSIPO/2006 09144%% M
RWIMINt3 F15 -1i IOMMFIED� :COP
RECWD BY t I�q A N. ,%
CLERK SIR T C
SFMIN Pnlll TV 9
WUN 2 0,20'
19,50 s )9 occo CQ(,:o
'legal descripfion of property, and street address if available)
c�l.�
Install screen enclosure
Name and Address /
RudVC
Interest in Property pkylpi Cja2nc-fes I
Name and address of fee simple titleholder (if other than owner)
Contractor: (name and address)
Surely:
A. Name and Address:
B. Amount of Bond:
Lender: (name and address)
uuianoo Screen & Awning
835 Sunshine Lane
Altamonte Springs, Florida 32714
N/A
SAME
Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13(1)(a)7, Florida Statues
(name and address) N/A
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)
ABOVE NAMES CONTRACTOR
Expiration date of Notice of Commencement (the expiration date is*I year for the
date of recording unless different date specified)
Signature of 0 ner Driver's License Number
..1
Owner's Name -2G �-
Owner's Address , V , �O
All information must be printed legibly to comply with recording requirements
STATE OF FLORIDA
COUNTY OF S�M1lAo
The foregoing instrument was acknowled ed before me this
` -0.6 by who is po own to r who has
roduced as identification and who ' did not) tak rid oath.
(Signature of person taking acknowledgement)
I
(Name of officer taking acknowledgement- typed or stamped
(Title or RanK)
RONALD C. ROMAN
NOTARY RELIC . STATE OF FLORIDA
COMMISSION # DD228953
EXPIRES 9/6/2007
BONDED THRU 1.089.rypTARY1
CCL
CONSULTANTS,
INC.
34 .3
AUTHORIZATION #LB5610
ENGINEERS
SURVEYORS
PLANNERS
2603 MAITLAND CENTER PARKWAY SUITE C MAITLAND, FL 32751
(407) 660-2120
POMPANO
BEACH ORLANDO TAMPA
JUPITER
WWW. CCL -POMPANO. COM
_
WWW CCI -n)PI AMnn rna
ENGLE
NATIONAL FLOOD INSURANCE PROGRAM
COMMUNITY NUMBER 12117C
PANEL NUMBER 0040 E
MAP REVISION 4/17/1995
FLOOD ZONE X AND A
NO BASE FLOOD ELEVATION SHOWN.
LE G E N D
R. RADIUS
L- ARC DISTANCE
G� CENTRAL ANGLE
A/C - AIR CONDITIONER SLAB
CENTERLINE
.E. 7 DRAINAGE EASEMENT
LUX. - LAKE MAINTENANCE EASEMENT
U.E. : UTILITY EASEMENT
F.F. FINISH FLOOR
KA Y'S LANDING PHz
BEARINGS BASED ON THE WEST LINE
OF THE NORTHEAST 1/4 OF SECTION 34,
TOWNSHIP 19 SOUTH, RANGE 30 EAST
SEMINOLE COUNTY, FLORIDA, BEING
N00.14'40"W, AN ASSUMED MERIDIAN 1
S
0 INDICATES 5/8' IRON ROD SET WITH NUMBER
LB5610 CAP, UNLESS OTHERWISE NOTED
L.B. LICENSED BUSINESS
N&D SET NAIL AND DISC 1.0/5610
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PIPOINT OF INTERSECTION
PRC POINT OF REVERSE CURVATURE
1507501 - PROPOSED LOT ELEVATION
SCALE: V a BD'
LOT: 10,, 101 fsq.ft.
r K-. 1, DECK-.- 91 t Q
34 .3
VQY>E — Z-55 L
>2�Jc c
wax- Wo(
C0J GJLE�h
/
4:7,
/
35.1 /
N / yap
(77 CO
`7J
jam\ 34.5
R=;25.00
L=96.39
/ h
,6= 4 4.10'52 "
by �
131
Cl:
a=20'34'34"
R=125.00'
L=44.89'
NOTE: \
LEGAL DESCR/PT/0N: BUILDING WILL BE STAKED AS SHOWN
LOCAT ON SKETCH
(ArTO SCALE)
7
Lot 26, Kays Landing Phase 1, according to the Piot thereof, as record,9d in P/ct Book ?? at
Page ?—?Z of the Public Records, Seminole County, Florida.
NO TEs.- (SKETCH AND LEGAL ONLY, NOT A SU,':VEI')
1, UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SHOWY HEREON NCR;' AI(JT
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY
I
ORA WING, SKETCH, PLAT OR MAP IS FOR INFORMA 77ONA L CCL CONSULTANTS INC.
PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELE77ON5 RIGHTS-OF-WAY OF �i� Lq�1
TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING J. DATA SHOWNAND DOS H qN WA. OMPIL.
PARTY OR PAR77ES IS PROHIBITED WITHOUT WRITTEN INSTRUMfN p,
CONSENT OF THE SIGNING PARTY OR PART/£S AS SU j
REVISIONS
DATE BY
rLUI PLAN
11/7/05 JjAM
L"MENTS AND t
Fk�w._OILt� /
TU TE A F7C S \
`DAVID M. BRUNO, P.S.M
PROFESSIONAL SURVEYOR and MAPPER #5670 STATE OFFLORIDA
DATE OF SKETCH DRAWN CHECKED FIELD
11/705 BY JAM BY DMB BOOK N/A
U
W
oa
x z
CL
_'Vd.l9[f!J'9- Lrmea a_A.9 __ s.Sla. A2'3L j s.:..
�T
a
SWF Be kr,l - 121-14401B }01B
L WE, Beam : 2X6501$ �
2/(S
S46.
r--
N
I
i
90. SSW.
C C i L 1^._F_ l vh'r 1,990 - ISS -1 €h_ -I inc.
I
C C i L 1^._F_ l vh'r 1,990 - ISS -1 €h_ -I inc.
I
Sldevlew
z`=`$. 0 ca 0
Pagle o
44
194 SOPO
1 7Sc'
17S'n'
fc) copywigh-t Isso — ISS! AE -1 ina.
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
IF 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 your
convenience. Z?
Sincerely, j
... r,
Lawre(`� _E•-' Be� ett,"• P.E. #16644
' r•
r _ � 4T"� s a .-+�:-'s-.e•�•x�•r';.. �--�x+.s.++s+ — ..3���.s:•s
I
1
A ..-•we�tir —
f
1
v
w
SCREENED ENCLOSURES
(SEE TA
K -BRACING (OPTION
• GIRT (T
EXISTING STRUCTUR=
ALUMINUM BEAM
(TABLE 1.1 OR 1.8)
SIZE MEMBERS PER
APPROPRIATE TABLES
SECTION 1
PURLINS (TYP.)
SCREEN (TYP.)
CABLE CONNECTION
(SEE DETAILS SECTION 1)
ALTERNATE CABLE
1"x2"IiYP.)
GRADE
CABLE CONNECTION
(SEE DETAILS SECTION 1)
TYPICAL DOME ROOF- ELEVATION
SCALE: N.T.S.
"'L�ffR WALL WHERE
ABED
JNS (TYP.)
ONAL ROOF BRACING
SCHEMATIC SECTION 1)
BRACING
K -BRACING (OPTIONAL) J A � A
-GIRT(TYP.) �I
SCREEN (TYP.) 3 SW
ALUMINUM COLUMNS ('TYP.)
(TABLE 1.3 OR 1.6) / PERIMETER WALLS FRAMING
1"V 2" r-lyP ) ! (SEE TABLES 1.3 AND 1.4)
TYPICAL DOME ROOF - ISOMETRIC
SCALE: N.T.S.
CONNECTICN DETAILS AND'NOTES ARE FOUND IN THE SUBSEQUENT PAGES.
1
Lawrence„ E. Bennett; P.E. FL # 16644
-�^�•�^ - — CIVI ENGINES • 0&V& 0PMENT CONSULTANT
- - P.O. 30X 21a36E. S.'3UTM OA7TpNA. FL+2'.21 -
-
TE, L=PHONE.-`(3B6)767-4774_,—+--- ... ,
• ".., FAX (386)767
— -' PAGE
® COPYRIGHT 20" � ��
NOT TO BE REPRC9t;CED IN WNOL_ OR W PAR; WrrHCUT THE WRiT-N PERMISSION OF LAWRENCE E. 3ENNET. P.E
SECTION 1
F
SCREENED ENCLOSURES
Table 1.1 Allowable Spans for Primary Screen Roof Frame Members
Aluminum Alloy 6063 i-0
- 4cn u 0 u vnrr I ntitudec Ralow 30'.30'-00" North (Jacksonville, FL)
-
3'-0"
Tributary Load Width 'W' = Beam.Spacing._
5'4" 6'-0"1 7'-0" 8'•0"
Allowable Span V1 bending 'b' or deflection 'd'
Tributary Load Width 'W' = Beam Spacing
2" x a" x 0.044 x 0.100"
Hollow Sections
3'-0"
4'-0"
5'-0" 1 6'-0" 1 7'-0" 1 8'-0"
J
. 9, -0 -
b 11'-0"
b
Allowable Span V/ bending 'b' or deflection'd'
2�'-?"
21'•�
1t)
2" x 2" x 0.04x"
9' 10"
b 8'-7"
b 1 7'-6' b 6'-11' b o' -o" b 1 6'•1"
ol
5'•8" b
2" z 2" x 0.055"
10'-9'
ol 9'-"
ol 8'-4" b l 7'-7" b 7'-1" b 1 6'•7"
b
6'-3' b
2" x 3" x 0.045"
13'-'
b 11'•7'
01 10'-4" b 1 9'-5" b 9'-9' bl 8'-2'
b l
7'-8" b
2" x 4" x 0.050"
ia$"
b 42'-6'
b 1"-4" b t0'e' b ?'•7" b 8'-t ;"
0
8'•� b
Self Mating Sections
3'-0"
Tributary Load Width 'W' = Beam.Spacing._
5'4" 6'-0"1 7'-0" 8'•0"
Allowable Span V1 bending 'b' or deflection 'd'
L 9'-0"
2" x a" x 0.044 x 0.100"
19-11
1r-0-
b 15'-0"
b 14'-2"
b "3'-1" b
12'-3'
b 11'-0"
b
2" x 5"x 0.050"-x_0.100" _ _
2�'-?"
21'•�
1t)
b 119-2"
b ( 17'$"
b '0-2"- b 1-1 4'- -b.
14'-3"
b
2" x 6" x 0.050" x 0.120" 4
28'-7"
24'•9'
b 27-2"
b 20'-3'
b' 8'-9" b
174'
b 16'•6'
D
'2""x7" x0:055" x 0.127"`"
32'-3'
D 27.11"
b 1 24'-11"
b 22'•9'
b' -21 =1" -b
19=9'
b 118'-r
b
2" x 7" x 0.055" w/ insert
142'-10"
b 3r-1'
b 33'-Z"
b 30'-4'
b 28'-1" b
26'-3'
b 24'•9" b
2'x 8" x 0.072" x 0.224"
41'-7"
b 36'-1'
b 37-3"
b 1 29'-5'
b 2. b
25'"'0"
b l 24'-0"
b
2" x 9" x 0.072" x 0124"
a5' 1'
0 39'-1"
b 1 34'•; t"
b ! 31'-11'
-
b 29'-o D
2;'-d"
01 25'•1"
b
2" x 9" x 0.082" x 0:310"
49'-6"
b 1 42'41'
b 1 39-4"
b 35* -0"
b 1 32'-5" b I30'-4"
b 1 28
2" x 10" x 0.092" x 0.369"
59'-0'
b 51'-7'
0 46'-1'
b 42'-1"
b 3a'-11" b
36'-5
. 31'x'
b
Note:
1, nicknes3es shown are 'nominal' industry standard tolerances. No wall thickness shall be less than 0.0417.
2. The structunes designed using this section shag be fimteb ito a maximum combined span ano upright Height of 55 and
a maximum upright height of 27. Structures larger than these Gmits shall have site specnc engineering.
3. Spans are baseC on a minimum of 10-: I Sq. Ft. for up to a 150 M.?.n. wind loan.
4. Span is measured from center 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 brace 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 he center;urfin and one
puffin for each 14'-0' on each side of the renter purfin shall include lateral bracing as shown in detail (48'-0") span with
purlins at 8'- 8" c.c. center purlin and (2) purlins each side of center purlin need lateral bracing.
7. Spans may be inte.•poiated.
-Example. Max.'L' for Z" x 4' x 0.050' hollow section with'W' = 5-0"
=Lawrence E. -Benne, P.E. F+ Y 16644-
-vW _ CNlL 3!VG7N!✓4 - OENELOPMFNT CONSUL AN7
BOX Zt<J6a. SCdJ'M 0A`�ONA. P-
P.*. 32,2'-.�..�..,. _ ..�...."-...-.... -
-TELEPr-.I;NE
- L FAX:' (386) 76 -W%
r
PAGE C) cop-MMT20"
1-56 1907 TO BE a z1koojCE7 IN WHCLE OR IN pART WITHOUT T•"IE WQr1-EN p=RMIS3ICN OF LAWREhC-c S. EENNE -r. Ps.
I
Tributary Load Width 'W' = Beam Soacing
Snap Sections
3'-0"
a'-0"
5-0"
1 6'-0"
7'-0" I
8'-0"
1 9'.0"
Allowable Span'L' / bending b' or deflection *d'
2" x 2" x C.D4a"
11'•9'
b 10'-"c"
b 5'-1"
b l 8'-" b
7'-8" b
7'-2"
b
b
2" x 3" x 0.045"
15'-1-
b 1 13'-1'
b l 11 8'
b 10-8. b
9'-10" b
9'-3'
b 8'-6'
b
2" x 4" x 0.D45"
18'-5-
b 1 15'-11'
DI 14'-3"
D! ; 3'-0" o
'• 2'-1' b
11'.g"
b 1 10'-8"
b
2" x 3" x 0.062"
31'-3
71. 2r-1'
b 1 2a'-2'
b i 22'-1" bl
30'-S" b
19'-2'
b 18'-0"
b
2" x 7" x 0.762"
34'-9'
b 30'-1'
b l 26'-11"
b 1 24'-7" b
22=9' D
21'-a
b 20'-t"
b
Note:
1, nicknes3es shown are 'nominal' industry standard tolerances. No wall thickness shall be less than 0.0417.
2. The structunes designed using this section shag be fimteb ito a maximum combined span ano upright Height of 55 and
a maximum upright height of 27. Structures larger than these Gmits shall have site specnc engineering.
3. Spans are baseC on a minimum of 10-: I Sq. Ft. for up to a 150 M.?.n. wind loan.
4. Span is measured from center 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 brace 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 he center;urfin and one
puffin for each 14'-0' on each side of the renter purfin shall include lateral bracing as shown in detail (48'-0") span with
purlins at 8'- 8" c.c. center purlin and (2) purlins each side of center purlin need lateral bracing.
7. Spans may be inte.•poiated.
-Example. Max.'L' for Z" x 4' x 0.050' hollow section with'W' = 5-0"
=Lawrence E. -Benne, P.E. F+ Y 16644-
-vW _ CNlL 3!VG7N!✓4 - OENELOPMFNT CONSUL AN7
BOX Zt<J6a. SCdJ'M 0A`�ONA. P-
P.*. 32,2'-.�..�..,. _ ..�...."-...-.... -
-TELEPr-.I;NE
- L FAX:' (386) 76 -W%
r
PAGE C) cop-MMT20"
1-56 1907 TO BE a z1koojCE7 IN WHCLE OR IN pART WITHOUT T•"IE WQr1-EN p=RMIS3ICN OF LAWREhC-c S. EENNE -r. Ps.
I
Tributary Load Width'1Ms Upright Spacing
Snap Sections 3'-0"
4'-0" 5,-0"
6%0"
Allowable Height 'H' I bending 'b' or deflection 'd'
2" x Z" x 0.044" 19-11' b 8'-7" b 7'$" b T-0' b 6'•6' b 6'-1" b-3' b
9'-0" b 8'�' b T'-10" b Tom• b
.... 72.,9• b .........
Z" x 3" x 0.045" 11'-0" b 10'-Z" b 9'-'" b o' b
2" x 4" x 0.045" t 5'-7" b . -0 b `. 2'-1" b 16'-2' b 15.3" b
_ 2" x 6" x 0.062" 22'-10" b 20'-5 b 18'-3" D I 1 T_3• D
b 1T-11
Z" x 7" x 0.062" 29'-5" b ( 25'-5" b Z2' 9" b 20'•9" b 19'-3"
For allowable heights at wind velocities other than 120 MPS, see conversion table 1A on the specification page
for tables at the beginning of this section and example below.
Note:
i . i n1c� tresses snown are "nominal" incus -
2.
S[anGarO LOleranCSS. No wall tnlCKneSs 3na11 ce less tnan
U.U4G-.
2. Using screen panel wiath W select upright length'H'.
3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brats to team
connection to the above spans for total beam spans.
4. Site specific engineering required for pool enclosures over -79 in mean roof height.
S. Height is to be measured from center of beam and uprig It connection to fascia or wag connection.
6. Chair rails of 2" x 2" x 0.044• min. and set rC 36" in height can be Considered as residential guardrails provide- they
are attached with min. (3) 010 x 1-112" S.M.S. into the screw bosses and do not ex:sed r -T in span.
7. Heights may be interpolated.
CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS.
IF SPANS FOR: V EEXPOSURE CATAGORY ANDIOR WINOZONES OT14ERTiiAN 120 MPH ARE REQUIRED, SEE
EXAMPLE ON 'SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION -
Lawrence E. Bennett, P.E. FL P& 1066
CrvrL ENGINE5R - 0EY20PME.1r, CGNMXTANT
"p.o. 9OX 214368. SOUTH DAYTONA PL 32121
�. :-.L.• - . -- -
TELEPHONE: (386) T6'.ii .4,".�.. r .. .�-�, _ �, r- •H?,A-%•- .,r_ �-w.:....
FAX: (386)767.6"
PACEI (; COP -RIGHT 2041 -- -
NOT TO 8E REPR=V = IN WHOLE OR IN P^IT wRMOUT TME :NRr1TcN PERAMS tON OF LAWP.t;HCB E 9 :4Nc'Ti. P.E.1-5 8 -
SCREENED ENCLOSURES
SECTION 1
Table 1.3 Allowable Post ! Upright Heights for Primary Screen Wall Frame Members
Aluminum
Alloy 6063 T-6
120 MPH or an applied load of 14 6I sq. ft.'
For 3 second
wind
gust
at velocity of
Tributary Load Width 'W' - Upright Spacing
Hollow Sections
3'-0"
4'-0" 7'-0" 8'-0"
6'-0"
9'-0"
Allowable Height's' I bending 'b' or deflection 'd'
2" x 2" x 0.044"
$'a'
b 1
7'-3" b �' b 5-11bi 5'-6' b 5-." D
b
s.:p"
� •3-
b
b
2" x 2" x 0.055"
9'-1'
b
7'•11' b 1 .1" b 6'-5' b 5'-11' b 5'-i
1 o-' " 01
b
2- x 3" x 0.045"
t1'-3"
b
9%9" b d'-9" D 7'.11' b 7'-5' b
b 7'7 b
2" x 4" x 0.050"
b 9'-7" b 6'-9" b 6'-1"
Tributary Load•Width:W== Upright Spacing—
SON Mating Sections
3'-0"
Allowable Height'H'I bending.'b' or.deflection'd'
_
Z" x 4" x 0.044 z 0.100" -• 116'-11'
b
14'-6" b 73'.1• D' 71'-1 1' b 17'-1'. D _10'-t" b
12'-10" I b
9'•9'
12'-V
b
b
2" x 5" x 0.050" x 0.100"
20-71'
b-18'•1'
b 16'-T b 1�-9' b 13'$" b
tT-t• b '�15'-10" 5 to -10' ib
1,-11'
b
2=x.6" x.0.050" x 0.120^.�"1
s'.
2 2'
b
0'-.1" b .8'-9" b
b 11T'-101-6 �76-0'-"b
1�-9•
-
b
2" x 7" x 0.055" x 0.120"
27'-3'
b
23'-7` D 21'-1" b 19'-3'
25'•7" b 23'-g" b 22'-2" b
20'•11"
b
2" x 7" x D.055" wI insert
36'-3"
b
31'-0' b 29'-1" b
2a'-10' b 27'-5' b
,r,'.;"
-.
b
2" x 8" x 0.072" x 0.224"
35' L
b
30'-e' b 2''-3" b
29'-6" D 26'.11' b 24'-11" b 23'-t" b
2?' -0;
bb
2" x 9" x 0.072" x O.Z24"
38'-T
b
33'-0" b ,
3c b 25'-T" b l 2i'-5' b 25'-0 b
Z" x 9" x 0.082" x 0.310"
41'-10
b
30-3 b
l 38'-11• D 35' 7" b 32'•11" b 30'-10• b
25'-1"
b .
2" z 10" x 0.092" x 0.369"
i ;D's•
b
43'•T' b
:.
Tributary Load Width'1Ms Upright Spacing
Snap Sections 3'-0"
4'-0" 5,-0"
6%0"
Allowable Height 'H' I bending 'b' or deflection 'd'
2" x Z" x 0.044" 19-11' b 8'-7" b 7'$" b T-0' b 6'•6' b 6'-1" b-3' b
9'-0" b 8'�' b T'-10" b Tom• b
.... 72.,9• b .........
Z" x 3" x 0.045" 11'-0" b 10'-Z" b 9'-'" b o' b
2" x 4" x 0.045" t 5'-7" b . -0 b `. 2'-1" b 16'-2' b 15.3" b
_ 2" x 6" x 0.062" 22'-10" b 20'-5 b 18'-3" D I 1 T_3• D
b 1T-11
Z" x 7" x 0.062" 29'-5" b ( 25'-5" b Z2' 9" b 20'•9" b 19'-3"
For allowable heights at wind velocities other than 120 MPS, see conversion table 1A on the specification page
for tables at the beginning of this section and example below.
Note:
i . i n1c� tresses snown are "nominal" incus -
2.
S[anGarO LOleranCSS. No wall tnlCKneSs 3na11 ce less tnan
U.U4G-.
2. Using screen panel wiath W select upright length'H'.
3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brats to team
connection to the above spans for total beam spans.
4. Site specific engineering required for pool enclosures over -79 in mean roof height.
S. Height is to be measured from center of beam and uprig It connection to fascia or wag connection.
6. Chair rails of 2" x 2" x 0.044• min. and set rC 36" in height can be Considered as residential guardrails provide- they
are attached with min. (3) 010 x 1-112" S.M.S. into the screw bosses and do not ex:sed r -T in span.
7. Heights may be interpolated.
CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS.
IF SPANS FOR: V EEXPOSURE CATAGORY ANDIOR WINOZONES OT14ERTiiAN 120 MPH ARE REQUIRED, SEE
EXAMPLE ON 'SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION -
Lawrence E. Bennett, P.E. FL P& 1066
CrvrL ENGINE5R - 0EY20PME.1r, CGNMXTANT
"p.o. 9OX 214368. SOUTH DAYTONA PL 32121
�. :-.L.• - . -- -
TELEPHONE: (386) T6'.ii .4,".�.. r .. .�-�, _ �, r- •H?,A-%•- .,r_ �-w.:....
FAX: (386)767.6"
PACEI (; COP -RIGHT 2041 -- -
NOT TO 8E REPR=V = IN WHOLE OR IN P^IT wRMOUT TME :NRr1TcN PERAMS tON OF LAWP.t;HCB E 9 :4Nc'Ti. P.E.1-5 8 -
SCREENED ENCLOSURES
SECTION 1
Table 1.6 Minimum Upright Sizes and Number of Screws for
Connection of Roof Beams to Wall Uprights or Beam Splicing a
Beam
Upright
%iinimum Purlin. Gini
Deck
Notes
Minimum Number of Screws' -'Beam Stitching
Size
Size
8 Knee Brace Size" (Anchors
x8 x '.:"
#10% '.:" j #12x/."
Screw @ 24" O.C.
x 3"
2"x 3'
x 2" x 0.041"
_
cull Lab
a
- 4
-
2" x 4".
2" x 3"
2"x 2' x 0.044"
2
Full Lao
8
6 4
x8
2' x a'
2- x 4-
2' x 2" x 0.044"
2
Full Lao
8
6 4
^10
'" z 5"
e` x 3' 1
7 x 2" z 0.Caa" (
Full Lao
6
6 4
t:8
;kaf Lou i
:;,
g ii
.10
x o
x 4.
r x �' x 0.044"
-
Partial La= I1
10
1, 8 II 6
=?0
-
7
fI::-
- 1C
cTZ
2" x 8"
x =" x 0.041"
"'
-
i ?aniai Lao
15
1. 12
z14
2" x 9"
Z x 6" 1
x 3 x 0.045' I
5
Partial Lao 1
18
1 16 1?a1
414
7 x ;
a i I
"x- x O.QiO'
-
ramal Lacs'
2:
1 t8 I t6
X14
^" x 10'
2" x 8'
2 x =' x 0.05C'
?E'
I Partial Lai
20
18 16
X14
Screw Size I
Minimum Disance and Spacing of Screws
I Gusset Plate Thickness -
=ooe To Center
I Center To Center
Beam Size
Thickness
e; • 5'
I SIB"
12" x 7' x 0.056' x 0.120`
I 1116"= 0.063"
I
3'8"
I 3/s"
c 2" x a' x z 0.224`
118"z 0.125"
c10
I +,"
2'x 9"x0772'x0724"
118"=0.125"
n17
3 •"
�.�+2'
12' x 9' x 0.^82' x ^..306"
112" = 0.125"
311 or Ira"
12" x 10" x 0.092" x 0.369"
1/4' =125'
Raters to eaen sloe or the wnnecuoo - u.c-
0.082" wall thickness, 0.310" flange thickness
Note:
I. Connexion of 2`x6" to 2' x 3' shall t:ss a hull Is; r= Or V15' g.:sset plate.
2. All gusset plates shall be a minimum of 5052 H-32 Alloy or nave a minimum yield strength of 23 ksi.
3. For beam splice connections the number of screws shown is the total For each splice with 112 the sinews 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 s 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 an 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 each splice with 112 the screws on each side of the
cit.
8. All beam to upright connedons for 2' z r bearhs or larger shalt have an intemai 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 314" long screws.
10. The stge wart upright snau nave a minimum beam size as shown above, ie., a r x 4" uprirht shall have a 2' z 3' beam.
11. Connect beam to upright wl H -bar, gusset plate, or angle ci)ps for each splice with 1/2 the screws on each side of the cut
12. Forgirt size use upright size (i.e. 2' x a'). Read the 2" x "o' beam row for min. girt of r x r x 0.044".
Table 1.7 Minimum Size Sdresn tnclosure f6ee Braces
land. Anchoring'Required
Brace Length Extrusion
Anchoring System
ra• _-•-12� x r x 0.041" -
Kz-Channel With f3) �1 o x 112"• EACH s1GE,
t To 3'-0" 12" x 3' x 0.045'
Channel With f3 X10 x 11T EACH SIDE(
2" x 4"x 0.044" x 0.12"
2' H -Channel With (4) 3/4' long screws
I (stze to be oetennined by beam size, see table 9.6)
(See Table 1.0 eor numoermm a¢o w, .r.•--,
Note:
I. For required knee braces greater than 4'-T contact engineer for specifications and details.
Z. Cahuiavar 52am C2laii 5�3vrn on page 1-52 shad oe usao for ncs; structure artaCtlmeni Wnen knee brace length eXt:eeCS
4'-6".
Lawrence E. Bermett,=P.E. FL T 10044
ClVr, ENGINEER - DEYECO.'✓Nc7.1T GONSCICTANT �,,.-,.=-•
-• "`=`� - P.O. 3CX'..4=6a. S: L'M t)AYTONA F13Y'21_,a-_�. _
Y r.+.+^ s-irr� '..+_•r -. Y^• r. �._ _ ���_r1�D�'trr'NC: (.186) 76T -4i74 _. __.-=6;=
•.e..
9S�ltt" • r' FAX: aw) T67 6556 -
PAGE -
Q G001rRIGW72704r
NOT TO SE :REPRODUCED ;N WHO': OR IN PART WITHOUT THE WR1T z.4 PE?MISSION OP NWR=Nt� H BENNrT. P.� 1 "V
SECTION 1 '
2"x4"OR 2"x6"
SELF MATING BEAM
1" x 2'S NAP SECTIONS
ATTACHED TO 2"x 2" W/
1x10 x 1-112" 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) 910 x 1-1/2'
S.M.S.
ATt ACH 2'x 2" PURLINS TO
SELF MATING BEAMS Wl (2)
#10 x 1-112" S.M.S. INTO
SCREW BOSSES
SCREENED ENCLOSURES
MINIMUM POST SIZES
REQUIRED FOR EACH. BEAM
SIZE (SEE TABLE 1.6)
x�'gE
t
,or 2� r
-
®a E .
ALTERNATE FLAT ROOF
SELECT FASTENER SIZE,
NUMBER AND PATI r -RN
(SEE TABLE 1.6 & 9.6A OR 9.5B)
2"x 3" HOLLOW OR SNAP
SECTION
P
SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP)
SCALE: '3"
Lawrence_E. Benneti,_P.E. FL :E 16o"44
_ _ ,�.._ crvc �vcn�-cevecorcon►sucT.��v► - ""'`'- -
_ F.D. SOX 214368. SOUTH DAY ONk FL 32121
X9139. _Lc?NONE:. (US) 767-6T7a r.R� Z7—
r` FAX- (386) 7674958
PAGE I
® 'COPYRW^MT206t
'I -8 NOT TO BE IZ.flROouCcD IN WHCL: OR w FART Wl:'4ctr-,mm- w1R. rrr-4 PE-jAzs'CN OF LAWRENCE = 9El" P-.
SCREENED ENCLOSURES'
STRAP SUPER OR EXTRUDED GUTTER
HOST STRUCTURE '
.rte
i
SPACING/2 + SPACING/2 ` ' S ACING / 2 -R- SPACING / 2
BEAM SET SPACIN,G� 1;11 BEAM SET SPACING -i
ff
SECTION 1
10 w
STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT
J/ SCALE: 3/8" = 1'-0"
ALTERNATE%
I TRANSOM 4
/ UPRIGHT
I� \
\ \ SUPER OR
\ 6 EXTRUDED
\ \ \ GUTTER
2" x _' x 0.050" STRAP @
EACH BEAM CONNECTION
AND @ 112 BEAM SPACING W.1
{2) S.M.S. PER STRAP
(SEE SECTION 9)
2" S.M.S. OR LAG SCREWS
(SEE SECTION 9)
ANGLE OR RECEIVING
CHANNEL jSEE SECT iON 9
FOR DETAILS)
SELF MATING BEAM
r MAX. DISTANCE FROM FASCIA
(SIL VARIES) !! TO HOST STRUCTURE WALL
BEAM CAP'- 24' WITHOUT SITE SPECIFIC
SCREW PATTERNS MAY VARY ENGINEERING
(SEE TABLES OR NOTES FOR %
SIZE AND NUMBER Or
SCREWS) rj
SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER
SCALE: 3'= 1'-G'•
-
_Bennett, P.E. FL # 1064
_ CIViI ENGINE -ER - VEVPLOPM6'IT CONSW TANT
- ••-� - - — - ^ P.O. BOX 2143W. SOUTH DAYTON& FL 32121
-wowc.rn— .-. svlJc r.•. e._. T=L PHONS. (=)TV17TA — _
grr._.s— - ••r,.e:.-` ' arms 'i�.— - '�•eti+�e sr_z. Ts— rr � --s�T ^sir.!--^src.--- --�� FAX: (JU) 76r4556
PAGE
NOTTO BE R=?ROCJCJ IN WHOLE OR IN PARTwrHOUTTHE WRfT,N P9RhaSSOn OF raWRENCE E. 9ENNE"T, P.c
SECTION 1
2 x 6 BEAM - SCREEN ROOF
f
45" ±
SCREENED ENCLOSURES
w
-1zu'
3a>
U: O i
aaw
r- -- —
Ise
(2) 2" SCREWS
(SEE SECTION 9 FOR SIZES)'
2" STRAP - LOCATE AND
-
FASTEN PER STRAP-`
LOCATION DETAIL PAGE 1-21
REQUIRED KNEE BRACE
MINIMUM SIZE AND
CONNECTION (SEE TABLE 1.7)
KNEE BRACE ATTACHMENT
V ABOVE TOP OF GUTTER
(MAX.)
2'x 2" ANGLE WITH 14) ,S.ivl.S. L�
(SEE SECTION 9 FOR SCREW
SIZES) EACH SIDE TO BEAM
TO SUPER OR EXTRUDED
GUTTER /
FASCIA AND SUB -FASCIA
RISER
COMPOSITE 2" x 3" EAVE GIRT
SCREW SIZE
(SEE TABLE 1.6)
L1 POST
(SEE TABLE t.3)
SCREEN
(MAY FACE IN OR OUT)
IF KNEE BRACE LENGTH
EXCEEDS TABLE 1.7 USE -
CANTILEVERED BEAM
CONNECTION DETAILS
8
6 SUPER OR SOFFIT
EXTRUDED
I® GUTTER
MAX. DISTANCE TO
HOST STRUCTURE 24"
WITHOUT SITE
S?ECIFiC ENGINEERING
SUPER OR EXTRUDED GUTTER
_R TRANSOM) WALL AT FASCIA - DETAIL 2
SCALEf?3"= V-0"
_ Lawrence E. Benne P.F.•Fl 'r"r 156"44 CIVIL ENGINEER�'r•�"••-
-� _ z•,a - Pro. Box 21.368. SoUrl DAY7ONk FL 3r..2, ss-
--- ' T c°.=Pt1CNE: • p86) 76'�77a _ --u �.. - .ate -.fie.:- --�-r- w--...,_..--�,„y�as'-. - —
FAX: (386)767-65w _ - r- • x�hK �G _ ^� `
C7PYRIGM2D'04 - —•
1-zs
NOT TO 3E REPRCDU' ED 'N WHOLE OR :N PAR i W. i TOUT THE W RI i ET. P✓�'3t.'3N .w V.W RENCEE - M4NcTT. PZ
SCREENED ENCLOSURES
PANELS ! 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
SECTION 1
HOST STRUCTURE
ELEMENTS BRACED BY
O DIAGONALS
ALTERNATE BRACING
- — PATTERN CORNER BRACES
STILL REQUIRED
CABLE OR
F- K -BRACING
(IN WALLS)
1
i��
i�
L� li
TYPICAL LAYOUT
BEAMS OR PURLINS
tCABLE OP.
�'CA3LE OR K -BRACING
K -BRACING`"- to WALLS)J
� N VVALL-S)
2 x -2 -(MIN) -ROOF- DIAGONAL.
EACH DIAGONAL TO BE- MEET WALL AT WALARACING
t AS7ENED•EACKEND WJ (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: 318" =1'-0"
= - --------,— —. F - FL j 1 -
Lewrence E. Be,Bme::. P.E >~ X6`1
C7Vlt ENGINc - GEV:LOPMEN'%G.7NSUCTANT
P.O. sCx 21;363. SOUTH pA`.?ONA. 8.3272'
ONE: I3M 787-4714_
_-.rte-,saF�- - - -_�_�. r. �� ��.-.•—�--m.s.- .....FI1X: (3561787�SE:�.�:�-s_-.. - .
® COPYRIGHT 2004— - 1-39
NCTTO BE RBPRODUCfi71N WriCL= OR IN PART WIT{CIT T.iE WRITT=N PZWISSla' +F WR.NC_ _ 9�Nc• . P -c
8
SCREENED ENCLOSURES
EITHER A OR B
1" x 2' x 0.125" CLIP AND (4)
#10 x 314' S.M.F� CABLES
,TERNATE TOP
-u10 S.M.S. (MIN.) -
c 1-112" x 8" FLAT BAR
125" PLATE OUT ON
45' ANGLE
)LT OR TURNBUCKLE FOR
CABLE TENSION
LESS STEEL (SEE TABLE)
ERIMETER FRAMING
MEMBER
yNECT10NS AT CORNER - DET,
SCALE: 3" = 1'-0"
M;=R of CABLE
SCA 1'-0"
SECTION 1
r
ALTERNATE:
USE (I f 114" x 1-114' FENDER
WASHER EACH SIDE OF
i FRAME MEMBER
MIN. (2) CLAMPS REQUIRED
(TYP.)
MIN. 114" EYE BOLT. WE -r" nm
CLOSED ('YP.)
.micr-rinpi - DETAIL 1A
ESE
o _-genne�L, P.E. FL r 166 - --
t=aw, enC..
=NG�N DE�/EiCPMFNf CStAn7IWT
p.0. BOX 214381!. SOUTH DA'f10"A,
-....-.�. r;;�4pNE: pae) 767 4771-
�ii...-FIJC. (786) 7674Srb` -
G�- �r+a+-.- ..s+ zh:c-'�,?sr•mr��r •^-t.. ,-- asser ors-se-�-.• '�*aY- - -. .--- .. - ' a+,;:r - -ss �c
PAGE
— N_- pa 141
� cormGmT2"4
NOT TO BE REF RCC1:C= + IN WHOLc OR :N TART Wil^ tOUT THE WRI�� PERMISSh�N O- ll+WtiGKGc c B J�
•TT
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
2-1/4"x 1-1/2" CONCRETE
ANCHORS (MIN.)
4'1/N MIN. 3-3/4"
So' (4" NOMINAL)
SLAB
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) c
SLAB (MIN.)
5d (MIN.)
v
5d (MIN.)
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.)
` \ / J 2500 P.S.I. CONCRETE
! 6 x 6 -10 x 10 WELDED WIRE
MESH OR FIBER MESH
CABLE CABLE CONNECTIO�JNS�FOUNDATION
-CONCRETE
_ALTERNATE
- DETAIL 2C- DETAIL 2C
SCALE: 3-11
--Lawrence E. Bennett, P.E. - --
CIVIL ENGINEER - DEVELOPMENT CONSULTANT r-
,4T P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE(386)767-4774 '
- FAX (386) 767-8558 - - - `---
.�J^ _j� --TSG. _.-i'I-�- - y �sra�JCi•'�._ �r _ • `.l�T� 1iT'a�-J�.T
PAGE _
w Cj COPYRIGHT ZOOM1
1-40 NOT TO RE RcPROCUCE7 IN 'NFOLE OP IN RAR'tvITHOUT THE 'NR:TT::4 PERMISSION OF LAVIRE,`ICr E BENNET'. P.5.
U
r
SCREENED ENCLOSURES
SCREWS OR THRU-BOLTS
(SEE SECTION 9)
1" x 2" EXTRUSION ANCHOR
TO CONCRETE W/
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.
CONCRETtE 6x6-10 x 10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
SIDE WALL
POST TO PLATE TO CONCRETE DETAIL
SCALE: 3' = 1'-T
2' x 2" x 0.053" 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.
CFlo' NCR, c,ox0--1vx Iv
WELDED WIRE MESH OR
FIBER MESH CONCRETE
ANGLES AS SHOWN ABOVE
MAY BE USED TO CONNECT
CHAIR RAILS AND PURLINS
POST SIZE 2' x 4' MAX
(SEE TABLE)
1" x 2" EXTRUSION -ANCHOR TO
CONCRETE W/ CONCRETE
ANCHORS 6" 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
ALTERNATE POST TO BEAM AND PLATE TO -CONCRETE DETAIL
SCALE: 3"`=1'-0"
-- Lawrence E. Bennett, P.E. FL � 1604*
CMLDOG1NE=R-DEYQOPME''TCOfVSUL7ANT -
P.O. BOX 214366, SCUM OA7TOw. FL 721.27
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t �, _ - •T- FAX: (38 6 ,6) 757.05 —_-_ —,
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