HomeMy WebLinkAbout97-6529
BUILDING PERMIT N~
Permit
CITY OF ZEPHYRHILLS
(813) 788-6611
652913
.30~a-V
~
Date
,3 - b ,-'1 7
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner: Water Meter:
Job Address: 9 T,I.F.'s:
Parcell.D. # J ~ ~ 6-;;lS c) c.) CJ 0. - Is 6
Zoning: ;;; /J E?1rgy Code: Radon Gas: ~_t:,-~
Description of Worle: ~ ~ - ---<1-l' ,,1..1;'P41 ~ - L-~ cL:::::1~
FINAL
C.O.
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
Permit Fee
Signature
Company
Address
Telephone#
3~~2
/l~
"
"'
Valuation or
Contract Price
d.... 'Y ~ "~ u-r-u
,
City License Registration # f?:::::;>
State Certified License#
0./10 tU./A..,
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
Wl
Tp. Servo
Rough In
Meter Can
Con st. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTlON 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.
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, TABLE 1
ATTACHED ALUMINUM COVERS
'-
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-28 AllOY
, .
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H.
3"x 0.026"
100 MPH W. L. 15'-11" 16'-1" 16'-5" 17'-0"
110 MPH W. L. 14'-3" 14'-5" 14'-1,0" 15'-6"
120 MPH W. L. 13'-0" 13'-2" 13'-7" 14'-4"
3"x 0.032"
100 MPH W.l. 18'-10" 18'-11" 19'-3" 19'-9"
110 MPH W. l. 16'-10" 16'-11" 17'-4" 17'-11"
120 MPH W. L. 15'-4" 15'-6" 15'-11" 16'-6"
LIVE LOAD; ALL BUILDING TYPES
O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H.
3"x 0.026"
20 ii/SF L. l. 16'-1" 16'-2" 16'-7" 17'-2"
30 itlSF L. L. 13'-1" 13'-3" 13'-8" 14'-5"
3"x 0.032"
.....
20 it/SF L. L. 18'-4" 18'-5" 18'-9" 19'-3"
30 it/SF L. L. 14'-11" 15'-f' 15'-6" 16'-1"
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.
CIVIL. ENGINEER" llUVELOI'MENT CONSUU;o.NT
P. 0, BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (004) 767'4774
fAX , 1 (004) 767.6556
o COPYRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OA IN At.AT WITHOUT WRITTEN PERMISSION fROM LAWRENCE E. BENNETT, P.r:.
3
47
ATTACHED ALUMINUM COVERS
~;
'....----'"
SEAlANT
~ 3. HEADER EXTRUSION
~ ~ 1/8 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 TAlL
EXISTING TRUSS OR RAFTER
610 X 3/4" S,M,S. OR WOOD
SCREW SPACED AT 12" O,C,
3" ROOF PANEL
EXISTING FASCIA
------- .
---~,..,.
l .
SEALANT
~ :5' HEADER EXTRUSION
~ ~ #8 x 9/16" TEK SPACED AT
~ _________ 8" 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 STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
N( lES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS Buns OR THE SUB-FASCIA FRAMING WHERE POSSIBLE
ONLY 15% OF SCREWS CAN BE OUTSIDE IHE TRUSS Buns / SUB-FASCIA AND THOSE AREAS SHALL HAVE
DOUBLE ANCHORS, ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN, 1-1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS
HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS
LOAD CONDIllONS
GU,SS 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.
SCF:EEN. VINYL, AND CARPORTS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH
1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS
2, WOOD FRAME 1/4"x2" LAG SCREWS @ 12"
SFlJCE TO BE LOCATED 1/4 TO
1/:1 BEAM SPAN AND
ST AGGERED EACH SIDE OF SELF
MJ\ TlNG BEAM
BE AM SPUCE SHALL BE MIN,
Of d-.50" HEIGHT AND
2 (d-,50.) IN LENGTH
1.41/01, SCREWS PER SPUCE
TOTAL / SIDE OF SPLICE
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
22#/SF 32 #/SF 57#/SF
@ 12" O.C,----->2 @ l' O,C.
O,C.--------->2 @ l' O,c.
,,_./
I" MAX,
1- d-.50' -r- d-.50. -0(
+ + + + + + + +
DENOTES SC EW PATTERN I 2
NOT NUMBER OF SCREWS I ~
+ + + + + + + + --{
-r
:0
~l
d = HEIGHT OF BEAM
PLATE TO BE SAME WALL
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
ourSIDE BEAM OR LAP CUT
1. MAX,
.
c,
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
CIVR. ENGINEER cl DEVELOPMENT CONSUlTANT
P. O. BOx 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (004) 767-4n4
FAX' 1 (904) 767-6556
/
..........-
C COPYRI:iHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN AJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. P.E.
,-,
44
ATTACHED ALUMINUM COVERS
TABLE 4
continued
3"x 3"xO.040" ROLL FORM*
10'-0" 2,381 132 108 99 74 43
11'-8" 1,786 99 81 74 56 33
13'-4" 1,389 77 63 58 43 25
15'-0" 1,042 58 47 43 33 19
3"x 3"xO.060" ROLL FORM*
11'-0" 3,600 200 164 150 113 65
12'-10" 2,700 150 123 113 84 50
14'-8" 2,100 117 95 88 66 38
16'-6" 1,575 88 73 66 32 29
3"x 3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY
11 ' -1 0" 3,408 189 155 142 107 62
13'-10" 2,556 142 116 107 80 46
15'-10" 1,988 1 06 87 80 62 35
1 7'-1 0" 1,491 83 68 62 47 27
3"x 3"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY
11 ' -1 0" 5,184 288 236 216 162 94
13'-10" 3,888 216 177 162 122 71
15'-10" 3,024 168 137 126 95 55
17'-10" 2,268 126 103 95 71 41
3"x 3"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY
13'-9" 6,912 384 314 288 216 126
16'-1" 5,184 288 236 216 162 94
18'-4" 4,032 224 183 168 126 73
20'-7" 3,024 168 137 126 95 55
4"x 4"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY -
15'-9" 9,312 517 423 388 291 169
18'-5" 6,984 388 317 291 218 127
21'-0" 5,432 302 247 226 170 99
23'-8" 4,074 226 185 170 127 74
. ALLOt' 3105 H16
1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
TABLE 5
ISOLATED FOOTINGS
UPLIFT LOADS
FOOTING TYPE & SIZE
POURED CONCRETE
l'-O"X l'-O"X 1'-0"
l'-4"X l'-4"X 1'-4"
l' -6"X l' -6"X 2'-0"
l'-8"X l'-8"X 2'-0"
l' -8"X l' -8"X 2'-6"
2' -o"X 2' -O"X 2'-0"
2' -6"X 2' -6"X 2'-6"
PRE-CAST SLAB WI 80# SACK-CRETE
& BACKFILL OVER SLAB
l'-4"X 1'-4"X 2'-4"
MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING
FOR BELOW LISTED WIND VELOCITY
100 MPH 110 MPH 120 MPH
29
86
163
187
275
346
463
25
72
136
156
229
288
386
21
61
116
134
196 .
257'
331
117
97
56
LAWRENCE E. BENNErr, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlTANT
P. 0, BOX 4368 SOUTH DAYTONA. Fl 32121
PHONE 1 (904) 767-4774
FAX II 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN flII.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E,
3
52
ATTACHED ALUMINUM COVERS
(2) 1-1/2. x 1-1/2' x "t'. ANGLE
OR (1) U CHANNEL x "t"
TOP OF GRADE
3" x 3" POST SEE TABLE
(1) HAT CHANNEL x "t"
3/S" x 3-1/2" BOLT
"t' IS llilCKNESS OF
REQUIRED POST
SO LB. 2500 PSI CONCRETE
PRE-MIX
.d ..
l
.." 4'
..
<I
. .
<1
3"x3" BASE
N
"-
I
..,
1
16"
1
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE w/ 14 ~ BAR
12" LONG
3" x 3" POST TURN BOLTED
TO ANCHOR RISER
(1
2-3/4" x 2-3/4" x 2-1/2"
LONG x l/S" TUBING
;,/
POURED CONCRETE
REFER TO TABLE 5
{-
WELDED CONNECTION
~
>
~
J-- L -1"'t/
ISOLATED FOOTING
12" x 12" x 1/4" PLATE
T
2' -0" MIN,
BEFORE SLOPE
1v ,
...,,1 -t - --
.1": ',II""ili"(l:" ,J " "'Ii"" ',.:" 'i'l
? .,;:1,;'':'''' .J ':~I"'.~', ~'.I ,I,
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAL BUILDING DEPARTMENT HAS A
MINIMUM FOOTING SPECIFICATION, THAT
MINIMUM SHALL SUPERCEDE lliESE PLANS,
3-1/2" CONC. SLAB
NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
(1) 14 BAR CONT,
~.
..'
N 'J'~~"r
,OLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING
I) - 2"/12" 2"/12" _ 1'-10"
:'IOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION
MIN, 2500 P.S.1. CONCRETE WI 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH CONCRETE
STEEP SLOPE FOOliNG
" > 1'-10"
SLAB DETAILS ADDRESSING EROSION
"-
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER &: DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX II 1 (904) 767-6556
e COPYRIGHT. 1996
NO r TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E.
3
43
ATTACHED ALUMINUM COVERS
TABLE 2
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
2"x 3"xO.050"TILT BEAM OR 2"x 3"XO.050"EXTRUSION
5 'S'-l" 6'-r 9'-0"
6 '7'-4" 6'-0" S'-3"
7' 6'-10" 5'-6" 7'-6"
S 6'-5" 5'-2" 7'-2"
9' 6'-0" 4'-11" 6'-9"
10' S'-S" 4'-S" 6'-5"
11' 5'-5" 4'-5" 6'-1"
12' 5'-2" 4'-3" 5'-10"
2"x 4"x 0.050"X TILT BEAM
5' 9'-9"
6' S'-ll"
7' S'-3"
S' 7'-9"
9' 7'-3"
10' 6'-11"
11' 6'-7"
12' 6'-3"
2"x 4"x O.044"x 0.120" S.M.B.
5' 12'-10"
6' 11'-S"
7' 10'-10"
S' 10'-1"
9' 9'-6"
10' 9'-1"
11' 8'-S"
12' S'-3"
2"x 5"x 0.050"x 0.120" S.M.B.
5' 15'-2"
6' 13'-10"
7' 12'-10"
8' 12'-0"
9' 11'-3"
10' 10'-S"
11' 10'-3"
12' 9'-9"
2"x 6"x 0.050"x 0.120" S.M.B.
5' 17'-2"
6' 15'-S"
7' 14'-6"
S' 13'-7"
9' 12'-9"
10' 12'-1"
11' 11'-1"
12' 10'-3"
EXAMPLE
S'-O"
7'-3"
6'-9"
6'-3"
5'-11"
5'-7"
5'-4"
5'-0"
10'-5"
9'-6"
a'-10"
8'-3"
7'-9"
7'-5"
7'-0"
6'-9"
12'-4"
11'-3"
10'-5"
9'-9"
9'-2"
S'-9"
S'-4"
S'-S"
14'-0"
12'-9"
11'-10"
11'-1"
10'-5"
9'-11"
9'-5"
9'-0"
10'-11"
10'-0"
9'-3"
S'-S"
a'-l"
7'-9"
7'-4"
7'-0"
14'-4"
13'-1"
12'-1"
11'-4"
10'-S"
10'-1"
9'-S"
9'-3"
16'-11"
15'-6"
14'-4"
13'-5"
12'-S"
12'-0"
11'-5"
10'-11"
19'-2"
17'-6"
16'-2"
15'-2"
14'-3"
13'-7"
12'-11"
12'-4"
S'-l"
7'-4"
6'-10"
6'-5"
6'-0"
S'-S"
5'-5"
5'-2"
9'-9"
S' -11"
a'-3"
7'-g"
7'-3"
6'-11"
6'-7"
6'-3"
12'-10"
11'-S"
10'-10"
10'-1"
9'-6"
9'-1"
S'-a"
S'-3"
15'-2"
13'-10"
12'-10"
12'-0"
11 '-3"
10'-s"
10'-3"
9'-9"
17'-2"
15'-0"
14'-6"'
13'-7'"
12'-9"
12'-1"
11'-7"
10'-3"
120 MPH
7'-5"
6'-9"
6'-3"
5'-10"
5'-6"
5'-2"
5'-0"
4'-9"
S' -11"
S'-l"
7'-6"
7'-0"
6'-S"
6'-3"
~6'-O"
S'-g"
11'-3"
10'-S"
9'-11"
9'-3"
8'-a"
S'-3"
6'-10"
7'-6"
13'-10"
12'-a"
11'-S"
10'-11"
10'-4"
9'-9"
g'-4"
a' -11"
15'-S"
14'-3"
13'-3"
12'-4"
11'-a"
11'-1"
10'-6"
1 0'-1"
LAWRENCE E. BENNEIT, P.E.
CIVll. ENGINEER &: DEVELOPMENT CONSUlTANT
P. 0, BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX' 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN fJ\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE.
3
49
S.I:REENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER
I
BlE 3:
,
MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS
ROOMS EXTRUSIONS AND SELF MATING BEAMS OF 60631-6
ALUMINUM ALLOY
U~ ING SCREEN PANEL WIDTH "W. (SEE TYPICAL GLASS ROOM DRAWING), SELECT
ur RIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
WIDTH "w"
36" 42" 48'~ 54" 60" 66" 72" 78"
EXTRUSION
2"x 2"x 0.044"
9'-2" 8'-6" 7'-11" 7'-6" 7'-1" 6'-9"
2"X 2"x 0.050"
10'-2" 9'-5" 8'-10" 8'-2" 7'-11" 7'-6" 7'-2" 6'-11"
2"" 2"x 0.093"
12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8"
3")( 2"x 0.050"
10'-8" 9'-11" 9'-3" 8'-9" 8'-3" 7'-11" 7'-6" 7'-3"
2"x 3"x 0.050"
12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8"
3",1( 2"x 0.070"
13'-8" 12'-8" 11'-10" 11'-2" 10'-6" 10'-1" 9'-8" 9'-3"
'-...- NCTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS WI GLASS PANES THAT
AFi..E DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES
IN':;REASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED.
"
,
LAWRENCE E. DENNETl', P.E.
CIVIL ENOlNESR oft DEVELOPMENT CONSUU'ANT
P. O. BOX 4368 SOUTH CM\YTONA, Fl 32121
PHONE 1 (904) 767-4774
FAX , 1 (904) 767-6556
C CO:: PYRIGHT, 1996
NOT ro BE REPRODUCED IN WHOLE OR IN FJl>.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
2
33
SCRI:ENED ENCLOSURES: SCREEN I VINYL AND. SOLID COVER
2.~:3 _ BEAM SEE TABLE 4
OVII~HANG VARIES -1-
2', U' MAX.
3-1/2. SLAB ON GRADE
OR RAISED FOOTING
'- oW. _.
fOR MAX.
UPRIGHT
LENGTH l"x 2"
VAI~IES NO MAX. (ELEV. SLAB OR ON GRADE)
TYPICAL GLASS ROOM WITH SOLID ROOf. TYPICAL fRONT VIEW fRAMING
· (HEIGHT Of UPRIGHT IS MEASURED fROM TOP or l"x2" PLATE TO BOTTOM Of WALL BEAM)
/ // /
r W/2 -, W/2 - ~, /~/
///
ALUMINUM PANEL COVER D,H. i- //> ~
-------- I // ,
/;/'
/ /
r...------- /
----- /:/~
//;.
////
///:
1
2"x <3 BEAM AND COLUMNS
MAX. COLUt.lNS. SPACING
SEE TABLES
"-
i-
N ~
t-
J
1"x2"xO.040"
'W' VARIES
TYPICAL GLASS ROOM
'-"
~r
I
,
---f
W
lr
::>
I-
u
::>
go
Vl
'-'
Z
;::
Vl
X
w
'--"
NOTES:
1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4.x2-1/4" LENGTH OR EQUAL
MAX. OF 2'-0" O.C.
ANCHOR TO WALL WITH 1-1/2" 110 SMS WITH WASHERS 2'-0" O.C. SPACING
ANCHOR BEAM AND COlUMN KNEE. BEAM WITH ANCHOR CUPS AND 110 SCREWS AND
WASHERS
2. UIN. SLAB THICKNESS FOR SLAB ON CRAOE IS 3-1/2" CONCRETE
3. SELECT fRONT WALL BEAM mOM TABLE USING LARGER "A" VALUE Of W/2/0R W/2+0,H,
4. 'W' IS CLEAR DISTANCE fROM HOST STRUCTURE TO fRONT WAlL BEAM
LAWRENCE E. BENNETT, P.R.
CIVIL ENGINESR oft DEVELOPMENT CONSUU'ANT
P. O. BOX 4368 SOUTH a,.,YTONA. FL 32121
PltoHE 1 (904) 767-4774
FAX . 1 (904) 767-6556
C COPYRIUHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN flI>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
"--'"
. 3!IIil'll:I 2
~ '24
ATTACHED ALUMINUM COVERS
SEE CONNECTION DETAIL
I
~
2" x 4" LUMBER TOP PLA TE WITH ROOf
w (.i 2" x 2" x 0.044" ALUMINUM OR
~ 2" x 4" AT 24" O.C. LUMBER
0 d
:r .
w V
-' ('oj
iD I- SHEA THING: 1/2" PLYWOOD OR
0 <
~ STRUCTURAl GRADE THERMAL PL Y
VI
Cl CI WITH SIDING
z i2
1=
VI VI
X .".
w
" / 2" x 4" P. T.P. PLA TE w/ J/8" x
~ 4-1/2" CONCRETE ANCHORS
SEE CONCRETE DETAILS
SEE CONNECTION DETAIL
SECTION THROUGH UTILITY ROOM
12" x PAN (SEE CHARTS) USE 'W' TO
SELECT PAN fOR REQUIRED SPAN
2" x 2" x 0.044" ALUMINUM OR
2" x 4" AT 24" O.C. LUMBER
----.I
w
::l;
o
J:
w
-'
iD
o
:::E
Cl
Z
r-
VI
x
w
SHEA THING: 1/2" PLYWOOD OR
STRUCTURAl GRADE THERMAL PLY
WITH SIDING
"WI" VARIES
fOR fRONT BEAt.l USE 'L'=W/2+0.H.
SHED IS fRAMED WALL ATTACHED TO
HOST STRUCTURE
/
1/2" L-BOLTS fOR 2" x 4" P.T, PLATE
OR CONCRETE ANCHORS AT 4'-0" O.C.
SEE CONCRETE DETAILS
UTILITY SHED AND CARPORT WALL SECTION
NOTES:
1. ANCHOR PANS TO HEADER CHANNEL WITH (J) 110 x 1/2" S.t.l.S. W/ WASHER.
2. ANCHOR PANS TO ROOF BEAMS WITH (J) 110 x 1/2" S,M.S. W/ WASHER.
J. ANCHOR COLUMN TO CONCRETE fLOOR WITH 2-1/4" x J" CONCRETE ANCHORS.
4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S,S. BOLT
.
,
LAWRENCE E. DENNETT, P.E.
ava ENGINEER oft DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH CM\YTONA, FL 32121
PHONE 1 (904) 767-4n4
FA)( , 1 (904) 767.6556
o COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN FJl>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
'-.-/
3
40
~
~
38626 2nd Ave.
Zephyrhills, Fl33640
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
~
SOLD TO H t.P--
ADDRESS L.Dr:- J~3 h J ~ C)
SHIPTO ".L EPH '{K-'-I-Il--L~
DATE :l ~ .2 I -9 7
PHONE 7 f.}.. -db 1&
ZEpj..} Yfi!- R) Dt3-e DtL.
Fl. J'd.$-'L( /
/if x' /.2... >l J if .GLJ~/)
.. ..r-T A :f
JLj X 7t, r f"CR..€C;J Il 150M
/ S: -A- ,5'" 7 r J9 ~ I'tJ Ie..- r-
PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE eo? -$I cJ s: 0 C)
INSTAllERS IN fUll ON COMPLETION DEPOSIT
/PL7:~~
BALANCE C.O.D.
,t&~/~~/ .
CUStomers Sijn.lture
APPLICATION FOR PERKIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
9~
~-'
. /1
'}
7 R'.-< -;;2 ;;). 7 b
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S) BWCK SUBDIVISION
PARCI!L 1. D. # Y-;)b. ';2.1- /Xl1 O-Ot'tY'C'-O/..i' 0 (OBTAlR FROII PlDPERTY TAl<; ROTICE)
/
WORK PROPOSED:_New Construction _Addition _Alteration _Repair _Install
_Sign
_Move
_Deaolish
~ .
PROPOSED USE: _Single Faaily
_M/F _' of Units _M/H
_ec-ercial
_Indust. _Swia. Pool _Other
_Restaurant & Health Departaent Approval
DESCRIPTION OF WORK: S/IE~ - -rC~E6';J {/fDOH)- C/7J::.JOo~
BUILDING SIZE: It{ X l"t. t?'S-S Square Feet, 9~"J>/Height
RESIDENTIAL: ATTACH (2) PWT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~BUILDING
$
PERMITS REOUESTEQ
d 1.J:2 ~ 0 0 Valuation of Total Construction
_ELEC'fRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
_MEGllANICAL
$
Valuation of Mechanical Installation
_PLUHBING GAS ROOFING
SPECIALTY
'tYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
FDIISHED FLOOR ELEVATIONS:
FT.
IS 'PROJECT IN FLOOD ZONE AREA?
*************......*...........*...*...*..
YES NO
CONTRACTOR SEGTIO~
BUILDER
~ aM'AIIY ,lfC,c P,-",,,,.
( State Cert. or Regist., C Lo,,?
. City License Registration' ':3
. .**...*..*********************************
D
Signature
RT.RGTRYCIAN COMPANY
State Cert.' or Regist. ,
Sian~ture City License Registration ,
*************.****************************
PLUMBER COMPANY
State Cert. or Regist. ,
Signature City License Registration ,
******************.************.*****..***
tlECHANICAL COMPANY
State Cert. or Regist. ,
Signature City License Registration ,
******************************************
OTRR~ COMPANY
State Cert. or Regist. f
Signature City License Registration #
******************************************
APPLICATION APPROVED BY PERKIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Tbe undersigned understands tbat this perlit lay be subject to "deed restrictions" wbich JaY be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
.t
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas bired 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 lil1l, both the ower and contractor lay be
cited for a lisdl!lf!anor violation under state law. If the ower or intended contractor are uncertain as to wbat licensing
requirl!lents JaY apply for the intended work, they are advised to contact the City of Zepbyrhills Building Departlent, (813)
788-6611.
Furtberlore, if the owner has bired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections II of this application for which they will be responsible. If you, as the ower 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 be is not properly licensed and is not entitled to perlitting privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN ~AW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law - HOJeOWner's Protection
Guide" prepared by the Florida Departlent of Agriculture and ConsUleI' Affairs. If the applicant is SOleone other than the
"ower", I certify that I bave obtained a copy of the above described dOCUJeDt and prOlise in good faith to deliver it to the
"owner" prior to cOllencl!lent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforaation in this application is accurate and tbat all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is bereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation bas cOllenced prior to issuance of a perlit and that all work will be perforaed to leet standards of all lil1ls
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDJental agencies JaY apply to the'intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not li.ited to:
* Departlent of Bnvironaental Regulation - Cypress Baybeads, Wetland Areas and Environaentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water Managl!lent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
* Departlent of Health & Rehabilitative Services, Environaental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US Environaental Protection Agency - Asbestos abatl!lent
I also certify that, if fill laterial is to be used in Flood Zone "AR or "A,etc.", it is understood that a drainage plan
addressing a .cOlpensating voluae" will be sublitted wbicb is prepared by a professional engineer registered in the State of
Florida prior to perlit. issuance.
A perlit issued sball be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor sball issuance of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall becoae invalid
unless the work authorized by such perlit is cOJJenced within six IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of sil IOnths after the tile the work is C08eDced. One 90 day extension of tile, lilY be
allowed for the perlit with fee cbarge of $15.00. Tbe extension shall be requested in writing to the Building Official. An
approved inspection lust be logged during each sixlOnth period, or the project will be considered abandoned.
WARMING TO OWHER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMBHT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMEIft'S TO YOUR
PROPERTY. IF YOU IHTEHD TO OBTAIH FINANCING, CONSULT WITH YOUR LEHDER OR AM AnOIlm' BEFORE RECORDING YOUR NOTICE OF
COMMENCEMEHT. JOBS UHDER $2,500 IH VALUE 00 NOT NEED TO RECORD AND POST A "NOTICE OF COHMENCEMBHT".
4~
SIGlfATURf: OWMER OR AGEHT
STATE OF FLORIDA
coum OF
The foregoing
before me this
d
A Randy Allen Daniels
Notarv Public, State of Florida
My Comm, EXDires Jan 16,2001
_.. No. CC614195
STATB OF FLORIDA BClnded Thru: OffiCial Notary Service
coum OF 1 -(8lXl 723-0121
The foregoing instrument was acknowledge
before me this ~~ , 19~ by
who iS~~~O" or who has
produced
as identification and who did/did not
take ~ J)~
(Signawre)
KI4NO'l OI4NleL5
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
who is
produce
as identification and who did/did not
take an~" ~
(Signature) ~
f? ,!/lI/J V f),4N/e~ <;.
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
own to me or who has