HomeMy WebLinkAbout96-6006
BUILJ:?~~!:Hy~!RM!! N~ - 6~fi6~
(813) 788-6611
Date-
7-;2 7-9-b
. ~~ (Ji)
0;;~ ELECTRICAL PLUMBING
Pwp.<tv OW"., t;&!7-1/!nz-
Job Address: /;1;;l
Parcel I. D. # d2 - d-b - :J-/. -5....... - 0
MECHANICAL
Sewer Conn
Wat-er Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Description of Work (~//lVl r
_ Rado" Ga, d Y 'I
f2-?c~~ J~
NO OCCUPANCY BEFORE C.O.
FINAL
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
$ODATE
Permit Fee
Signature
Company
Address
Telephone#
~
Valuation or
Contract Price
~ .3 tJtJ. o-z..;>
d-9r
City License Registration #
State Certified License#
~L~ ~~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Breakers
Ducts Insl.
Compressor
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Ftr,
Pre SLB
Lintel
FRM.
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be- made for each trip for each trade:
a, Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g, Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same,
APPLICATION FOR PERKIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
OWNER I S NAME
\A.) , L. LA/L D
Hu 'T70 f\..J
PHONE
; -7B8- 2987
OWNER I S ADDRESS
0208
PE4 f2.. L-
.:S(.
z- H" c-- c s
H.
JOB ADDRESS
.5 A. IV\. E'
LEGAL DESCRIPTION: LOT(S) BLOCK
PARCEL LD.' ;2 - d b ~;;l/ - ~ --- - 0
WORK PROPOSED:_New Construction /Addition
SUBDIVISION
(OBTAIN FROM PROPERTY TAX NOTICE)
_Alteration ~epair ____Install
_Sign
_Move
_Deaolish
PROPOSED USE: J Single Faaily
_KIF
_' of Units ____K/H
_<=<-ercial
____Indus t.
_Swia. Pool _Other
_Restaurant &: Health Departaent Approval
DBSCllIPTION OF 1/OJlK: C/&/C PO//...., ~~-\l1~
BUILDING SIZE: 37 \ X / 2 I Square Feet, ~ Height
RESIDENTIAL :
COKKERCIAL
ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS.
ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERKITS REOUESTED
---..-BUILDING
$
1300. ~C9
Valuation of Total Construction
_ELEC'l'IUCAL
AMP Service
Florida Power Corp.
W.R.E.C.
--.JIECllAliICAL
$
Valuation of Mechanical Installation
_PL~ING GAS ROOFING
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
SPECIALTY
Other
FDUSBED FLOOR ELEVATIONS:
F'f .
IS PROJECT IN FLOOD ZONE AREA?
YES NO
.........................**.**************
Signature
CONTRACTOR SECTION
COKPANY CdeA7/r/~ &7e/Z/o/l-s Lr .
State Cert. or Regist.' C G.,c.. (:) "33'''0 Z <-t V
City License Registration' 2.79'
**********************.*******************
BIJTl.DRR
SianAture
COKPANY
State Cert. or Regist. f
City License Registration f
******************************************
PLUKBER
COKPANY
State Cert. or Regist. .
City License Registration .
******************************************
Signature
.
KECIIAlUCAL
COKPANY
State Cert. or Regist. .
City License Registration .
******************************************
Signature
OTRRR
COKPANY
State Cert. or Regist. .
City License Registration .
**.***************************************
Signature
APPLICATION APPROVED BY
PERKIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this pemit laY be subject to "deed restrictions" whieb lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor aay be
cited for a lisdl!leanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirelents laY apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813)
788-6611.
FurtberlOre, if the owner bas hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOIeOIDer's Protection
Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleOne other than the
"owner", I certify that I have obtained a copy of the above described docUJent and prOlise in good faith to deliver it to the
"owner" prior to coaencelent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOlleDced prior to issuance of a pemit and that all work will be perforJed to leet standards of all laws
regulating construction, City codes, loning regulations, and land developllent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveIDlental agencies laY apply to the intended work, and that it is
.y responSibility to identify what actions I lUst take to be in cOlpliance. Such agencies include but are not lilited to:
* Departlent of EnviroDleDtal Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater Treablent
* Southwest Florida Water HanageleDt District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
* ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
* Departlent of Health & Rehabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater Treatlent, Septic Tanks
* US EnviroDlental Protection Agency - Asbestos abateleDt
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A, etc. ", it is understood that a drainage plan
addressing a "cOlpeDsating VOIUleIl will be sublitted whieb is prepared by a professional engineer registered in the State of
Florida p'rior to perlit. issuance.
A pemit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a pemit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall beCOle invalid
unless the work authorized by sueb perlit is cOllenced within s1llOnths of issuance, or if work authorized by the pemit is
suspended or abandoned for a period of six IOnths after the till! the work is coaenced. One 90 day extension of tile, laY be
allowed for the pemit with fee ebarge of $15.00. 'fbe extension sball be requested in writing to the Building Official. An
approved inspection lUst be logged during eaeb six IOntb period, or the project will be considered abandoned.
WARlHNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMHBNCEHEtff HAY RESULT IN YOUR PAYING BICE FOR IHPROVEMEITS TO YOUR
PROPERTY. IF YOU ItffEND TO OBIAIH FlIfJlHCING, CONSUL!' IUfB YOUR LENDER OR AN AnORXEY BEFORE RECORDING YOUR HOfICE OF
COMHENCEHEtff. JOBS UHDER $2,500 IN VALUE 00 NOT NEED fO RECORD AND POS'f A "HOTICE OF COMMDCEHE.tf1'''.
SIGJfAfURE: OWNER OR AGEtff
SIGJfATURE: COJffRACfOR
STATE OF FLORIDA
COUJffY OF
The foregoing instrument was acknowledged
before me this , 19____ by
STATE OF FLORIDA
COUJffY OF
The foregoing instrument was aCknowledged
before me this , 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an Oath.
(Signature)
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
37034 Pepper Drive
Zephyrhills, Florida 33541
CREATIVE EXTERIORS, INC.
STATE CERTIFIED CONTRACTOR NO. CGCO 33024
LICENSED · INSURED
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(813) 782-0316
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PANS'
ATTACHED ALUMINUM COVERS
TABLE 1
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-14 OR H-25 ALLOY
CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
NO O. H. l' O. H. 2' O. H. 3' O. H.
WIND LOADS:
O.H. CONDITION
1-1/4"x 0.026"
100 MPH W. L.
110 MPH W, L.
120 MPH W. L.
1-1/4"x 0.032"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
1-314"x 0.026"
100 MPH W. L.
110 MPH W, L.
120 MPH W. L.
1-314"x 0.032"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
3"x 0.026"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
3.'x 0.032"
100 MPH W, L. 13'-2"
110 MPHW.L. 12'-0-
120 MPH W. L. 11'-0"
LIVE LOAD: ALL BUILDING TYPES
O.H. CONDITION NO O. H.
1-1/4"x 0.026"
20 ,/SF L. L.
30 ,/SF L. L.
1-1/4"x 0.032"
20 ,/SF L. L.
30 ,/SF L. L.
1-314"x 0.026"
20 ,/SF L. L.
30 ,/SF L. L.
1-314"x 0.032"
20 ,/SF L. L.
30 ,/SF L. L.
3"x 0.026"
20 ,/SF L. L.
30 ,/SF L. L.
3"x 0.032"
20 ,/SF L. L.
30 ,/SF L. L.
7'-2"
6'-S-
S'-10"
8'-S-
7'-6"
6'-10-
7'-S-
6'-8"
6'-1-
8'-9"
7'-10"
7'-1"
11'-5"
1 0'-3"
9'-6-
7'-0"
5'-9-
8'-3-
6'-9-
7'-4-
6'-0-
8'-7-
7'-0-
11'-10-
g'-4"
13'-4-
10'-6"
~
7'-S" 8'-2-
6'-8" 7'-6"
6'-2" 7'-1"
8'-8- 9'-3-
7'-g" 8'-6-
7'-1- 7'-11"
7'-7" 8'-S"
6'-11" 7'-g-
6'-4" 7'-3-
g'-o" 9'-7"
8'-1" 8'-9-
7'-S" 8'-2"
11'-6- 11'-9"
10'-5" 10'-9"
9'-8- 10'-1-
13'-4" 13'-7"
12'-1- 12'-5-
11'-1- 11'-S-
1'0. H. 2'0.H.
7'-3" 8'-1-
6'-1- 7'-0-
8'-6- 9'-2"
7'-0" . 7'-10"
7'-7" 8'-4"
6'-4- 7'-11-
8'-10- 9'-6-
7'-4" 8'-1"
12'-0" 12'-S"
9'-6" 9'-11"
13'-6- 13'-11-
10'-8- 11 '-1"
12'-3"
11'-4"
10'-7"
14'-0"
12'-10"
11'-10"
3'0.H.
.~
13'-2"
10'-8-
14'-8"
11'-10-
1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
LAWRENCE E. BENNETT, P.E.
crvn.. ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4n4
FAX It 1 (904) 767-6556
r--,
3
C COPYRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, p.E.
46
l~ E APt:: (L
ATTACHED ALUMINUM COVERS
("
SEALANT
~ S HEADER EXTRUSION
~ ~ /18 x 9/16" TEK SPACED AT
~ ________ 8" O.C. BOTH SIDES
___ SEALANT
#10 x 1-1/2" S.M.S. OR WOOD
WOOD SCREW (1) PER RAFTER
OR TRUSS TAIL
EXISTING TRUSS OR RAFTER
610 X 3/4" S.M.S. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOF PANEL
EXISTING FASCIA
SEALANT
~ S HEADER EXTRUSION
~ ~ /18 x 9/1 fJ' TEK SPACED AT
~ ________ /j O.C. BOTH SIDES
_._ ___ SEALANT .
FOR MASONRY USE 1/4" x
1-1/4" TAPCON ANCHOR OR
EQUAL SPACED AT 24" O.C.
FOR WOOD USE '10 x 1-1/2"
S.M.S. OR WOOD SCREWS AT
12" O.C.
3" ROOF PANEL
EXISTING HOST STRUCTIJRE
WOOD FRAME. MASONRY OR
OTl-lER CONSTRUCTION
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR Tl-lE SUB-FASCIA FRAMING \'MERE POSSIBLE
ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND Tl-lOSE AREAS SHAll HAVE
DOUBLE ANCHORS. All SCREWS INTO TI-iE HOST STRUCTIJRE SHALL HAVE MIN. 1-1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS
HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTION REQUIREMENTS
LOAD CONDfTlONS
GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C,
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C.
SCREEN, VINYL, AND CARPORTS (
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS @ 12" O.C.----->2 @ l' O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C.
SPUCE TO BE LOCATED 1/4 TO
1/3 BEAM SPAN AND
STAGGERED EACH SIDE OF SELF
MA TING BEAM
r d-.SO" -t- d-.50" ---r
+ + + + + + + +
1" MAX.
BEAM SPUCE SHALL BE MIN.
or d-.50" HEIGHT AND
2 (d-.SO") IN LENGTl-l
MIN. SCREWS PER SPUCE
TOTAl / SIDE OF SPUCE
2" x 4" 4/2
2" x 5" 4/2
2" x 6 4/2
2" x 7" 6/3
2" x 8" 8/4
2" x 9" 10/5
DENOTES SC EW PATTERN
NOT NUMBER OF SCREWS
+ + + + + + + +
d = HEIGHT OF BEAM
1" MAX.
PLA TE TO BE SAME WAll
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. DENNETf, P.E.
crvn.. ENGINEER &; DEVELOPMENT CONSUI:rANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767-4n4
FAX /I 1 (904) 767-6556
,,---.
o COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ""RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
~os-r 5
ATTACHED ALUMINUM COVERS
TABLE 4
continued
3"x 3"xO.040" ROLL FORM*
10'-0"
11 '-8"
13'-4"
15'-0"
3"x 3"xO.060" ROLL FORM*
11 '-0" 3,600 200 164
12'.10" 2,700 150 123
14'-8" 2,100 117 95
16'-6" 1,575 88 73
3"x 3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY
11'.10" 3,408 189 155
13'.10" 2,556 142 116
15'.10" 1,988 106 87
17'-10" 1,491 83 68
3"x 3"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY
11 ' -1 0" 5, 1 84
13'.10" 3,888
15'.10" 3,024
17'-10" 2,268
3"x 3"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY
13'-9" 6,912
16'-1" 5,184
18'--4" 4,032
20'-7" 3,024
4"x 4"x 0.125"TUBE EXTRUSION 6063T-6 ALLOY
15'-9" 9,312
18'-5" 6,984
21'-0" 5,432
23'-8" 4,074
* ALLOY' 3105 H16
1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
2,381
1,786
1,389
1,042
132
99
77
58
108
81
63
47
99
74
58
43
150
113
88
66
142
107
80
62
288
216
168
126
236
177
137
103
216
162
126
95
384
288
224
168
314
236
183
137
288
216
168
126
517
388
302
226
423
317
247
185
388
291
226
170
TABLE 5
ISOLATED FOOTINGS
MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING
FOR BELOW LISTED WIND VELOCITY
100 MPH 110 MPH 120 MPH
UPLIFT LOADS
FOOTING TYPE & SIZE
POURED CONCRETE
1 '-Q"X 1 '.O"X 1 '-0"
1 '-4"X 1 '-4"X 1 '-4"
1 '-6"X 1 '-6"X 2'-0"
1 ' .8"X l' .8"X 2'-0"
l'-8"X 1'.8"X 2'.6"
2'-Q"X 2'-0"X 2'.0"
2'-6"X 2'-6"X 2'-6"
PRE-CAST SLAB WI 80' SACK-CRETE
& BACKFILL OVER SLAB
1'-4"X 1'-4"X 2'-4"
29 25 21
86 72 61
163 136 116
187 156 134
275 229 196
346 288 257
463 386 331
117 97 56
74
56
43
33
~
43
33
25
19
65
50
38
29
62
46
35
27
94
71
55
41
126
94
73
55
169
127
99 r----.
74
113
84
6(j
32
107
80
62
47
162
122
95
71
216
162
126
95
291
218
170
127
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, Fl32121
PHONE 1 (904) 767-4174
FAX 111 (904) 767-6556
..---..
o COPYRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN Rt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E
3
52
8 <:: A tV\
ATTACHED ALUMINUM COVERS
~, MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063
T-6 ALLOY
EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = 'W/2 + O.H.
2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9'
LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'-3"
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAD
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH
2"x 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION
5 '8'_lw 6'-r g'-O" 8'_lw 7'-5"
6 '7'-4w 6'-0" S'-3" 7'-4w 6'_gw
7' 6'-lOw 5'-6" 7'_6w 6'-10" 6'-3"
8 6'-5w 5'-2" 7'-2" 6'-5" 5'.10"
g' 6'-Ow 4'-11w 6'_gw 6'-Ow 5'-6"
10' 5'_8w 4'-Sw 6'-5w 5'-S" 5'-2"
11' 5'-5w 4'-5" 6'-lw 5'-5" 5'-ow
12' 5'_2w 4'-3w 5'-10w 5'-2" 4'-9"
2"x 4"x O.OSO"X TILT BEAM
5' g'_gw 8'-Ow 10'-11" g'_gw 8'-11"
6' 8'-11" 7'-3w 10'-Ow 8'-11w 8'-1"
7' 8'_3w 6'_gw 9'_3w 8'-3" 7'-6w
S' 7'-9" 6'-3" S'-8w 7'-g" 7'-Ow
EXAMPLE 9' 7'-3" S'-11w S'-l" 7'-3w 6'-8w
10' 6'-11" 5'-r 7'-g" 6'-11" 6'-3"
11' 6'-7" 5'-4" 7'-4" 6'-7" 6'-ow
12' 6'-3" S'-Ow 7'-Ow 6'-3w S'_gw
~ 2"x 4"x O.044"x 0.120" S.M.B.
5' 12'-10" 10'-Sw 14'-4w 12'-10" 11'-3w
6' 11'-8w 9'-6" 13'-lw 11'-8w 10'-8w
7' 10'-10" 8'-10" 12'-1" 10'-10" 9'-11"
8' 10'-lw 8'-3" 11'-4" 10'-1" 9'_3w
g' 9'_6w 7'_gw 10'-8" 9'-6" 8'-8"
10' 9'-1" 7'-5" 10'-1" 9'_lw 8'-3"
11' 8'-8w 7'-0" 9'-8" 8'-8w 6'-1 Ow
12' 8'-3w 6'-9" 9'-;-3" 8'-3" 7'-6"
2"x 5"x O.OSO"x 0.120" S.M.B.
5' 15'-2" 12'-4w 16'-11w 15'-2" 13'-10"
6' 13'-10" 11'-3" 15'-6" 13'-10" 12'-8"
7' 12'-10" 10'-5" 14'-4w 12'-10" 11'-8"
8' 12'-Ow g'-g" 13'-5w 12'-0" 10'-11"
g' 11'-3" 9'_2w 12'-8" 11'-3" 10'-4w
10' 10'-8w 8'-9" 12'-0" 10'-8" g'_g"
11' 10'-3w 8'-4w 11'-5" 10'-3" g'-4w _
12' g'_gw 8'-8" 10'-11" g'_g" 8'-11"
2"x 6"x O.OSO"x 0.120" S.M.B.
5' 17'-2" 14'-Ow 19'-2w 17'-2" 1S'-8w
6' 15'-8w 12'-9" 17'-6" lS'-8w 14'-3w
7' 14'-6" 11'-10w 16'-2w 14'-6w 13'-3w
8' 13''-7'' 11'-lw 15'-2" 13'-7" 12'-4"
g' 12'_gw 10'-5" 14'-3" 12'-9" 11'-8"
10' 12'-1" 9'-11" 13'-7" 12'-lw 11'-1"
11' 11'-1" 9'-5" 12'-11w 11'-7" 10'-6"
12' 10'-3" g'-ow 12'-4" 10'-3" 10'-1"
TABLE 2
LAWRENCE E. BENNETT, P.E.
CIVil.. ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
r-- PHONE 1 (904) 767.4n4
FAX It 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
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