HomeMy WebLinkAbout95-4988
BUILDING PERMIT
Permit N"?
. .
CITY OF ZEPHYRHILLS
(813) 788-6611
49SaA
Date ~--.3 0 -- 7'.s-
~
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcell.D. #
Zoning: Energy Code:
Description of Work ~ ~ A....b-7r
Q- d" -
tI~ '/ 7Jlij~-f.n,J-e-<-
Water Meter:
T.I.F.'s:
Radon Gas:
NO OCCUPANCY BEFORE C.O.
FINAl____
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
City License Registration #
State Certified License#
y~
Inspector
Pe'm;tFee .;U.'<~ .~
Slgnature~.......... ~ ~
Company
Address
Telephone#
Valuation or
Contract Price J g- '/ tJ . crv
aLl a~41
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Breakers
Ducts Insl.
Compressor
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
i. tl
r c CIC"1
#lll/q~-,2 €-~L
~~ &l PJ'IA"l 41S--
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.
p.D. Box 765
Lacoochee
Florida
33547
All
A1nerican
Alu1ninu1n
QUOTATION FORM
Custom~r's Nam~ ~ U e:P'tI (" ~ J-f; 7-e '"'
Address ~~;;1- Lf- u../~ r~~JY
City 7-~~~rh, i L
Phon~ /?.:J-- 7"1 J- J Dat~ ;2_~~~
+----~-+-_.~--~.-
Phon.(g04)5S~505
1-80o-53~505 . Car Phon. 1-(813) 78~825
In~~l L (hf'C{ {;k~.e j--O~/-.j?&- hi#-- /)-"''-'r-k~
t?h "'tJ0/~ ~ ~"./2 rPth- t::t,Rdt f/~ ;?-"/" ;~~~ / Y:J.- J'?415
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ITEM Unit Price
Price
./.11 n.,- L _ I. /1 /- ~J/,h, IYT /n /' /.
~ ~
All merchandise is made to measure
and is not subject to cancellation.
(Sal~man's Signature) I
~
...
ROOF OV~R SYSTEMS
"r---~~~~AN
TABLE 1
_ PAGE 4-5)
B
"
ALUMINUM PANEL
SINGLE WIDE MOBILE HOME
.3 #8 x 1/2" SHEET METAL
SCREWS EACH END OF
EACH PANEL wi WASHERS
ALUMINUM PAN SIZE
TABLE 1
(PAGE 4b OR 4c-5)
WHEN BENDING PANEL DOWN
j TO FIT SLOPE MORE THAN
3" NOTCH PANE. L RISERS AND
SPLICE NOTCH WITH RISER
SECTION WI 3 #8 SCREWS
EACH SIDE OF NOTCH
SHOWN: ALUMINUM
"c" FASCIA WITH
CLIPS @ 4'-0" O.C.
1"x4" OR 2"x4"xO.044"
ROLL FORMED ANGLE WI
#1 Od/4" SMS @ 6" O.c.
IN TO COACH FRAMING
EXISTING MOBILE HOME
SHEEr FOAM INSULATION
SINGLE WIDE MOBILE HOME
[1&)W[?@uu@@ @;o []3@uuuu@GGg [;Jo@;o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
........,
@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E
SECTION: 7
PAGE: i~5
-95-
.~',,___..-.,.. - -'0--'" ",,~,__~_._____..~_._. ~_'~_"" _,_
ROOF OV~~ SYSTEMS
TABLE 1 MAX. SPANS FOR ALUMINUM PN~S FOR ROOFOVERS
AL.UMINUM 3105 H-14 OR H-25 ALLOY
PANEL SIZE ROOM ROOF PANEL. SPAN = "w" AS SHOWN ON DRAWINGS*
1-1/4"x_1.0'x_0026" STANDARD PANS _1-1 14"x__l.0'x_0.032"_
-- ______________NO__O.H. l'_0.H..___2' _OH _____n_NO_O.H. __l'_O.H__2' _OH_
100- MPH w. L. 7' - 2" 7'- 5" 8'-- 7" 8' - 5" 8'- 8"; 9'- 3"
110 MPH W. L. 6'- 5" 6'- 8" 7'- 6" 7'- 6" 7'- 9" 8'- 6"
120 MPH W. L. 5'--10" 6'- 2" 7'- 1" 6'--10" 7'- 1" 7'-11"
13/4"xl.0'x__0.026" STANDARD PANS _1 .31 4"x_1.0'x_0.032"_
--.--____________NO_OH.___.l'_O H _._2' __OH______NO_O.H.__l '_O.H __2'_0.H _
100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" 8'- 9" 9'- 0" 9'- 7"
110 MPH W. L. 6'- 8" 6'-11" 7'- 9" 7'-10" 8'- 1" 8'- 9"
120 MPH W. L. 6'- 1" 6'- 4" 7'-- 3" 7'- 1" 7'- 5" 8'- 2"
3"x_1.0'x_0.026" STANDARD PANS _3"x_1.0'x_0.032"
________________NO_O.H. __1' _O.H. __2' __O.H. _____NO_0.H.__1' _O.H.__2' _O.H._
100 MPH W. L 1.3'- 1" 1.)'- .3" 1.3'-- 8" 15'-. 6" 15'--- 8" 16'- 0"
11() Mf'll W. I 11' g" 11' 11" 17' ~)" lj' 10" 14'. 0" 14'-- 5"
1 20M PI-I W. L. 10' -- 8" 1 0' - 11 " 11 ' 5" 1 2' - 8" 1 2' - 1 0" 1 3' - 3"
NOTE: Z-CLlPS CAN BE USED AT MID SPAN fO OBTAIN LONGER SPANS AND ARE
RECOMMENDED TO ELIMINATE PAN RUMBLE.
TABLE 1: MAX. SPANS FOR ROYAL ALUMINUM STANDARD AND 2-1/2" SUPER PANS
FOR ROOFOVERS
PANEL SIZE ROOM ROOF PANEL SPAN = "w" AS SHOWN ON DRAWINGS*
1-1/4"x_1.0'x_0.019" ALLOY 3105 H-14/25 _1-1/4"x_1.0'x_0.026"
------__________NO_0.H.__1' _O.H. __2' __0.H_____NO_0.H.__1' _0.H.__2' _O.H._
100 MPH W. L. 6'-10" 6'.-11" 7'- 8" 7'- 2" 7'- 5" 8'- 2"
110 MPH W. L. 5'-11" 6'- 3" 7'- 0" 6'- 5" 6'- 8" 7'- 6"
120 MPH W. L. 5'- 4" 5'- 9" 6'- 7" 5'-10" 6'- 2" 7'- 1"
2-1/2"x_1.0'x_0.022" ALLOY 3105 H- 28 _2-1/2"x_1.0'x_0.028"
------___________NO_O.H. l' _O.H. 2' _O.H._____NO_O.H. __1' _0.H.__2' _O.H._
100 MPH W. L. 13'- 8" 14'- 0" 14'- 5" 15'- 9" 15'-10" 16'- 3"
110 MPH W. L. 12'- 7" 12'-10" 13'- 4" 14'- 4" 14'- 6" 14'-10"
120 MPH W. L. 11'- 8" 11'--10" 12'- 4" 13']" 13'- 4" 13'-10"
3"x 1 O'x_O 026" ALLOY 3105 H28 __3"x.__1.0'x_O.032"_
-------_________NO_O.H. __1' _O.H __2' _O.H. _____NO_0.H.__1' _0.H.__2' _O.H._
100 MPH W. L. 11'-10" 12'- 0" 16'-H 6" 14'-- 0" 14'- 1" 14'- 6"
110 MPH W. L. 10'- 9" 10'-11" 11'- 6" 12' - 9" 12'-11" 13'- 4"
120 MPH W. L. 10'- 1" 10'- 3" 10'-10" 11'-11" 12'- 1" 12'- 7"
* TOTAL ROOM = WIDTH ABOVE "w" +LENGTH OF OVERHANGS OR SPAN LENGTH OF
PANEL BETWEEN ANCHOR POINTS. Z-CLlP ANCHORS CAN BE ADDED
TO ACHIEVE LONGER SPANS AND ARE RECOMMENDED @ MID SPAN TO
ELlMINA TE PAN RUMBLE.
[b@W(?@(fi)@@ @;o [1S@(fi)(fi)@\l\l~ [;>O@;O
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX. (904) 767.-6556
@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT. P.E.
SECTION: 7
PAGE: ~~5
-98-