HomeMy WebLinkAbout95-4635
BUilDING PERMIT
Permit N,~
CITY OF ZEPHYRHILLS
(813) 788-6611
4635i?
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Date
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
P,"P'~Y Own" 1~ 1?~d
Job Address: 7' r _ ..~.;; _
Parcell.D, #
Water Meter:
T,I.F.'s:
Zoning' ~y Cod',
Description of wor;-- ~ -~
Radon Gas:~
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7
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FINAL
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordance with City Codes and Ordinances,
DATE
Inspector
Permit Fee ~ ? tJ, O?J
Signature -p;., - j ~ ~
Company
Address
Telephone# 78"'~- '+~ ).-s
Valuation or
Contract Price
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City License Registration # ');{
State Certified License#
(Pf~ a~41
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
i Pre SLB
Lintel
FRM.
Insul. CL
WL
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 001100 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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CONTRACT
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THIS CONTRACT made and entered into this'-:;' / gay of
,/ I -,r .' A.D., Nineteen Hundred and Ninety-~e/}jy
/~ r /
/\ r ~; /ii", " ,n I i.. h'f'" of the City of /" ( t'''', ,
, State of Florida, Party of the First Part, and
t' U i .~.i~~+-, .1"1,,:) ,r/; l / ,/ of
1< ",>. :, ~/'-., ,~ ' '-;/'./' l Parl_ of the Second Part,
IA,.. r' I, i I",' r',JL.'
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WITNESSETH: That, in considerc~#bn of the covenants and agreements
t \ i
hereinafter contained on the part of said' Part / of the Second Part the said
Party of the First Part does agree as follows: / /,' ^, !:~. {( ,,' , / r Ie- I
and between ll!,
';
County of .. /i
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IN CONSIDERATION THEREOF, the said Part ." of the Second Part
agree~ to pay to the said Party of the First, the sum of
, .. . '.t'"~! ., '\.,/:/ iDollars ($ ) in the following
manner, to-wit:
,
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'ALL WORK ~HALL COMPLY WITH
PREVAILING CODES. STANDARD
BUILDING. PLUMBING. MECHANICAL.
N.E.C.. AND ALUMINUM _
IN WITNESS WHEREOF, the above-named Parties have hereunto set their
hands and seals on the day above written, and for themselves, their heirs,
administrators and assigns, do hereby agree to do the full performance of the
covenants and agreements as hereinabove set forth.
; ,
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WITNESSED:
SIGNED:
.....-.
(SEAL)
(SEAL)
(SEAL)
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ALL WO
PREV AI
BUILDIN
N.E.C.. A
ROOF OVER SYSTEMS
TABLE 1 MAX, SPANS FOR ALUMINUM PANS FOR ROOFOVERS
ALUMINUM 3105 H -14 OR H- 25 ALLOY
PANEL SIZE ROOM ROOF PANEL SPAN = "w" AS SHOWN ON DRAWINGS*
1-1/4"x_l,O'x_0.026" STANDARD PANS _1-1/4"x_l,O'x_0.032"__
NO O,H, l' O,H. 2' O,H NO O,H, l' O,H, 2' O,H
10-0MPH-W-C-----;;;--.-:=-2" - 7' - -5" - 8'--2" - 8-;-'-:=--5-;; -8'- 8';;- -g' - '3;;- - -
110 MPH W, L, 6'- 5" 6'- 8" 7'- 6" 7'- 6" 7'- g" 8'- 6"
120 MPf-1 W, L, 5'-10" 6'- 2" 7'- 1" 6'-10" 7'- 1" 7'-11"
1-3/4"x_l.0'x_0.026" STANDARD PANS __1--3/4"x_l0'x_O,032"_
________________NO___O,H.__l' _O,H.__2' _OH___ ___NO__,O,H __1' _O,H,__2' _O,H__
100 MPH W, L, 7'- 5" 7'- 7" 8'- 5" 8'- g" 9'- 0" g'- 7"
110 MPH W, L, 6'- 8" 6'-11" 7'- g" 7'-10" 8'- 1" 8'- g"
120 MPH W, L. 6'- 1" 6'- 4" 7'- 3" 7'- 1" 7'- 5" 8'- 2"
3"x_l,O'x_O,026" STANDARD PANS _.3"x_1,O'x_O,Q32"
________________NO_O.H. __1' _O,H. __2' _O,H ______NO_O.H. __1' _O,H,__2' _O.H,_
100 MPH W, L, 13'- 1" 13'- 3" 13'- 8" 15'- 6" 15'- 8" 16'- 0"
110 MPH W, L, 11'- 9" 11'-11" 12'- 5" 13'-10" 14'- 0" 14'- 5"
120 MPH w, L, 10'- 8" 10'-11" 11'- 5" 12'- 8" 12'-10" 13'- 3"
NOTE: Z-CLlPS CAN BE USED AT MID SPAN TO 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_l.0'x_O,019" ALLOY 3105 H-14/25 _1-1/4"x_l,O'x_0.026"
________--:...-----NO-O,H,--l' _O,H,__2' _O.H ______NO_O,H, __1 '__OH __2' _OH,__
lOa 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'- g" 6'- 7" 5'-10" 6'- 2" 7'- 1"
2-1/2"x_l,O'x_O,022" ALLOY 3105 H-28 _2-1 j2"x_l,O'x_O,028"
________________NO_O,H,__l' _O_H.__2'_O,H._____NO_O,H.__l '_O.H,__2'_0.H_
100 MPH W, L, 13'- 8" 14'- 0" 14'- 5" 15'- g" 15'-10" 16'- 3"
110 MPH W, L. 12'- 7" 12'-10" 1.3'- 4" 14'- 4" 14'-- fi" 14'-10"
120 MPH W, L, 11'-- 8" 11'-10" 12'- 4" 13'-- 3" 13'-- 4" 13'-10"
3"x__l 0'cO,026" ALLOY 3105 H- 28 _3"x_1,O'x_O,032"_
________________NO_O.H,__l. _O,H,__2' _0.H._____I"N_O,H,__1' _O,H,__2' _O,H_
100 Mf:JH W, L, 11'-10"12'-- 0" 16'- 6" 14'- 0" 14'- 1" 14'- 6"
110 MPH W. L, 10'- 9" 10'-11" 11'- 6" 12'- g" 12'-11" 1.3'- 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 LEI\JGTH OF
PANEL BETWEEN ANCHOR POINTS. Z-CLlP .4NCHORS CAN BE ADDED
TO ACHIEVE LONGER SPANS AND ARE RECOMMENDED @ MID SPAN TO
ELlMINA TE PAN RUMBLE,
SHALL COMPLY WI1M
NG CODES. STANDARD.
, PLUMBING, MECHANICAl.
o ALUMINUM
[1@W[(@U\)@@ ~o 8@U\)U\)@UU>J [rJoL~o
CIVIL ENGINEER AND DEVELOPMENT CONSUL TANT
P,O BOX 4369 S, DAYTONA. FLORIDA 32121--4568
PHONE: (904) 767-- 41'74
[--AX (904) 767--6556
@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOl_E OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT, PE
SECTION: 1
f~,\GE: ~=6
-98-
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ROOF OV~R SVST~MS
TABLE 1 MAX. SPANS FOR ALUMINUM PANS FOR ROOFOVERS
ALUMINUM 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_Q,026" STANDARD PANS _1-1/4"x_l.0'x_O,032"_
NO O,H, l' O,H, 2' O,H. NO O,H, l' O.H, 2' O,H,
l00-MPH-W-L.--7-;-~2" - 7'- -S" - 8'--2" - 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"
1-3/4"x_1,O')CO,026" STANDARD PANS _1-3/4"x_1.0'x_O,032"_
________________NO_O'H'__l' _O,H.___2' _O,H_____NO_O,H,__l. _0.H,__2' _O,H,_
100 MPH W, L, 7'- 5" 7'- 7" 8'- 5" 8'- 9" 9'- 0" 9'- 7"
110M P H W, L, 6 I - 8" 6' -11 " 7' - 9" 7' - 1 0" 8' - 'l,r 8' - 9"
120 MPH W, L. 6'- 1" 6'- 4" 7'- 3" 7'- 1" 7'- 5" 8'- 2"
3"x_1,O'x_O,026" STANDARD PANS _3"x_1,O'x_O,032"
________________NO_0.H.__1' _O,H.__2' _O,H. _____NO_O,H.__1' _O,H,__2' _O.H._
100 MPH W, L. 13'- 1" 13'- 3" 13'- 8" 15'-- 6" 15'- 8" 16'- 0"
110 MPH W, L, 11'- 9" 11'-11" 12'- 5" 13'-10" 14'- a" 14'- 5"
120 MPH W, L, 10'- 8" 10'-11" 11'- 5" 12'- 8" 12'-10" 13'- 3"
NOTE: Z-CLlPS CAN BE USED AT MID SPAN TO 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_O,019" ALLOY 3105 H-14/25 _1-1/4'!x_l.0'x_0.026"
__________~_____NO_O,H,__l' _O,H,__2' _O,H._____NO_O,H,__l' _O,H,__2' _OH_
100 MPH W, L, 6'-10" 6'-11" 7'- 8" 7'- 2" 7'- 5" 8'- 2"
110 MPH W, L. 5'-11" 6'- 3" ]'- 0" 6'- 5" 6'- 8" 7'- 6"
120 MPH W, L, 5'- 4" 5'- 9" 6'- 7" 5'-10" 6'- 2" ]'- 1"
2-1/2"x_l.0'x_O,022" ALLOY 3105 H-28 _2-1/2"x_1.0'x_O,028"
________________NO_O,H.__l' _O.H,__2' _O.H,_____NO_O,H.__l'_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'- 3" 13'- 4" 13'-10"
3"x_J .O'x_O.026" ALLOY 3105 H-28 _3"x_1.0'x_0.032"_
________________NO_O,H,__l' _O,H, __2' _O,H._____NO_O,H.__l' _O,H.__2' _O,H._
100 MPH W, L, 11'-10" 12'- a" 16'- 6" 14'- a" 14'- 1" 14'- 6"
110 MPH W. L. 10'- 9" 10'-11" 11'- 6" 12'- 9" 12'-11" 1.3'- 4"
120 MPH W, L, 10'- 1" 10'- 3" 10'-10" 11'-11" 12'- 1" 12'-]"
*' 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.
ALL WOF K SHALL COMPLY WITH
PREVAIL NG CODES. STANDARD
BUILOIN j. PLUMBING. MECHANICA&.
N.E.Co. A ~D ALUMINUM ,_
[1@w[?@rm@@ 80 rn@rmrm@uu~ [;')O~D
CIVil ENGINEER AND DEVEI-OPMENT CONSULTANT
P,O BOX 4.369 S, DAYTONA. FLORIDA 32121-4.365
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOL.E OR IN PART WITHOUT WRITTEN
PERMISSION FROM lAWRENCE [, BENNE T 1, P,E
Sf,:C TlON.
7
P/,GE ~=6
-98-
ROOF OV~~ SYSTEMS
~-
SPAN (SEE TABLE 1)
(PAGE 4-5)
VENTED ALUMINUM SOFFIT
GABLE CLOSURES EACH END
OPTIONAL ALL SECTIONS
~
EJ
EJ
ALUMINUM PAN SIZE
TABLE 1 (PAGE 4-5)
NOTE: RIDGE MAYBE FORrvtED
BY CUTTING RISER OF
CONTINUOUS PANEL
I ALUMINUM RIDGE CAP
3 #8x1/2" SMS EACH PANEL
SHEET FOAM INSULATION
1"x4" OR 2"d"xO.044"
ROLL r-ORMED ANGLE
W/ #10d/4" SMS @
6" O.C, INTO COACH
FRAMING (OPTIONAL)
1"x2 1 /S"xOOS"
CONT. RECEIVING
CHANNEL TOP AND
BOT 2"x2"xO.044"
p~~ POSTS @ 3'-0" o,c,
1M WrJ'
"",rs;l"crO:l/sr Ii.
P.4Sa ~ 3' 04' ~ 4k4,
1) CoV.t'l)- ./Oe sZ:~'t .li1,p
8(q{O~ l' ~
Wtl~
SMS
VARIE~J
ROOF OVERHANG
(.3'-0" MAX,)
ALUMINUM "e" FASCIA
OR ALUMINUM GUTTER
#10x1 1/2" SMS
@ 16" O.C.
-3 #Sx1/2" SMS
EACH PANEL
OOUBLE WIOE COVERING
TYPE II.
RK SHALL COMPLY WITH
PREV UNG CODES, STANDAPtO.
BUILDI G. PLUMBING, MECHANICAl.
N.E.Co. D ALUMINUM
[1@W[J@[fU@@ @\o rn@GDGD@UU~ lPo@\u
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
p,o, BOX 4369 S DAYTONA, FLORIDA 32121 4368
PHONE: (904) 767-4774
FAX: (904) /67 6556
Ci::) COPYRIGHT, 1995 NOr)O BE: REPRODUCElJ IN WHOLE: OR IN PART WITHOUT WR:TH_N
PERMISSION FROM LAWRfNCE [, FJ[-NNFTT. PE
~:Jt_i.._: !I(JN. 1
PA,;I 3=5
-97-
ROOF OVER SVSTEMS
~
VENTED ALUMINUM SOFFIT
GABLE CLOSURES EACH END
OPTIONAL ALL SECTIONS
SP AN ( SEE TABLE 1)
(PAGE 4-5)
B
B
ALUMINUM PAN SIZE
TABLE 1 (PAGE 4-5)
SMS
NOTE: RIDGE MAYBE FORMED
BY CUTTING RISER OF
CONTINUOUS PANEL
ALUMINUM RIDGE CAP
1 "x4" OR 2"x.3"xO,044"
ROLL FORMED ANGLE
W/ #10x.3/4" SMS @
6" O,C, INTO COACH
FRAMING (OPTIONAL)
.3 #8x1/2" SMS EACH PANEL
SHEET FOAM INSULATION
VARIES
#10x1 1/2" SMS
@ 16" Q,C,
1 "x2 1 /8"xO.08"
CONT, RECEIVII\jG
CHANNEL TOP AND
BOT, 2"x2"xO,044"
POSTS @ 3'-0" Q,C,
~>
3 #8x1/2" SMS
EACH PANEL ROOF OVERHANG
(3'-0" MAX,)
ALUMINUM "c" FASCIA
OR ALUMINUM GUTTER
OOUBLE WIOE
TYPE
PlilNlS
INSPa MUSl
,[IMEs. ClORs atE 4V41J ALl.
'4SCo c jOe Sl.~f ~
COVE R IN G 'OUNry 8iJJ 'If"" Ill..(
II . ~lO~
ALL WO SHALL COMPLY WITH
PREVAIL NG CODES. STANDARD. \....
BUILDIN . PLUMBING. MECHANICAL.
N.E.c.. A 0 ALUMINUM
~)&lWO'@Ui)@@ Go []3@Ui)Ui)@{H1IJ [PoGo
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,Q BOX 4369 S DAYTONA. FLORIDA 32121 4368
PHONE: (904) 767-4774
tAX: (904) 767 6556
@ COPYRIGHT. 1995 NOT fO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRITrE~J
PERMISSION FROM LAWRENCE E. BENNETT, PE
:,le liON: 7
PAGE 3=5
-97-