HomeMy WebLinkAbout94-4175
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30
"_..~
C;~ILDIN~
Property Owner:
Job Address:
Parcell.D. #
Zoning:
Description of Work
BUILDING PERMIT ..
CITY OF ZEPHYRHILLS Pe,m;, N.~ .417515
(813) 788-6611 Date /f""~ - 91
~L ~., M~'
c:j97i~V~!#~.
Sewer Conn
Water Conn:
Water l\II~jer:
T,I.F.'s:
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordar~e with City Codes and Ordinances.
City License Registration # ______
O::d Ucense# ----
tu71.e1
BUILDING
Valuation or
Contract Price
DATE
t)JJ..
~ /)/)9'
Inspector
Permit Fee
c>~~Q
Signature
Company
Address
Telephone#l.___Lg ').. -' 0 ~ l.c,_cf
EL~~'
--
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
PLU~'-
----
MEPMr41GAL
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
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.
CITY OF ZBPHIRHILLS BUILDING DBPARTHBNT
.~ k~ T#EE L
3 c; d 2- "2- S::' l<-7n f+ u E~
A.c 6 r 6 lOO LoT 3 (<.,6 'l91
OWNER
x;f/ ALL 1UI8I'DIG .. PROPOSBD SI'IU1C"nJRB'8 G VDIG DDIBII8IOIIS ..
{J07I~ ..~ 14.1
c__-....------- ~. at6 Y
I /} {} DU /71'
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUI, RED. 0 ()
:J-f0D9' O-J~'
nlWf; --r .
/i"
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
22 I IZ laJ JA~/,t 1Pl;-
fRop05~'P, p-
~AeEI0 ~on.J """ ",
II
!IS',
Q
t-J
.......
r
- -------.-
!
I
"
f Xl 57i,.jG
~v....~L
,J:..
L
LIN~
FRONT PROPERTY
(NOTE EXAMPLES 1 & 2)
STREET
1. SETBACKS FOR R1, R2 ZONING
60'
10'
r-P E-
R X
0 I
10' P S 10'
0 T
S I
E N
D G
20'
ftmll' PROPBRn LIRB
i
. I
]f tJf, i
I
I
I
I
G, L\'l8
SBTBACKS.
IJo1
2. SETBACKS FOR R3 ZONING
60'
10'
10' EXISTING 10'
110
PROPOSBD ..
20'SGL FAM 30'DUPLBX
1 0'
FROII"I' PROPBRTY LDfB
'Vf
MAX. I' x 2'\
UPRIGHT I
LENGTH ---+
VARIES NO MAX. ELEV. SlAB OR ON GRADE)
TYPICAl GlASS ROO.I YtlTH SQlo ROOF. TYPICAl ~T VIEW FRAMING
. (HEIGHT CY UPRIGHT IS MEASURED FROlA TOP CY I' x 2' ptA TE TO BOTTOM CY WAlL BEAU)
AlUMINUM PAN
~~
NOTES: ANCHOR l' x 2' OPEN BA~
T APCON 0.25' x 2" LENGTH MAX.
CY 2'-0' O.c. ANCHOR TO WAlL
WITH 1 1/2' #10 $US WITH
WASHERS 2'-0' O.c. SPACING
ANCHOR BEAM AND CClUVN KNEE
BEAM WITH ANCHOR Q.IPS AND
#10 SCREWS AND WASHERS.
MIN. SlAB THICKNESS fOR SlAB
ON GRAOE 3 1/2' CONCRETE.
OVERHANG VARIES
2'-0' UAX. -+-
3 1/2' SlAB
ON GRADE OR \
RAISED FoonNG
ax3 .On::;
J'\ II t.. ~ &t<p.. ~,2' x 2' xO.().44'
. .>~ ~ AI (TYPICAl)
1 ~r i,......,ASHEEnNG BOTH SIDES
r' N 1 1/2' x 2'
SlAB 3 1/2' UIN. ____
(SEE DETAIL)
2' x _ BEAU ANO CClUVNS UAX.
COlUMNS MAX. CClUIIN SPACING
SEE TABLES
2' x
l' x 2 x 0.040'
'y( VARIES }
_ BEAU SEE TABLE 4
TO SELECT FRONT WALLBEAU
FROlA TABLE USE LARGER 'l'
VALUE CY W/2 OR W/2+0.H.
fJA 1'[ R['<lSl(>>olS CHK
1 9'!
~6~t!
~:~ i~ige
t:j:t: ~~"'~~
:::11- _:f~6
~:~ ~~~a~
~ 13 ~~c~>-
15'~ ~-~
bll~ ~~ei~
....~~ ~...!>~'"
"'.... iSt;;:z_ c:~
i!' ~ :;:~i~~~
.o~ ~ !Co<>-
~ i~ ~~~~~~
~:i I ~i=>~~~
~;~ ~ iS~2!i~bl~
m~~ ~~~-:mi
~ ~ j2 I~~~~
...~~ -~tl~o
~::;;", ~jfs~~~
II
I:
Ii
Ii:
jl,
11
III
I
. 'H'
TYPICAL SCREEN AND GLASS ROOM
SCllD CO~R
=h
VARIES
~
MAX. MOTH 53'
ROOGH OPENING
2' x 2'
TYPICAL SCREEN AND GLASS ROOM
fI>
cr:
1IJ
>
o
o
o
::;
o
(1)
NOlE: THE HOST STRUC1IJRE UUST BE CAPAIllE (K SlJ'PORllNC lHE AlUIlINUU SlRUC'MlE TO BE ATTACI€O TO lHE HOST STRUC'MlE, GENERAllY lHE
COOllCtl (K 11( EXlSTINC STRlJC1IJRE 'MU INOlCAlE M: S1llIJClURES CAPAlllllTY. 11( F<X.lO'MNG COIDlll(>>olS,hlOST STRlJC'MlES ARE CAPAIllE
(K SlJ'PORllNG THE AlUIIlNUII STRlJClURE TO BE A TTAOlED;
1, IIASONRY WAllS, 2', 4' FRA/.€ COlSTRUCllCtl WAllS, PRE ENGINEERED WOOO TRUSSl:S WI A t'x 6' SUB FACIA AND A 1RtISS O\{RHANG (K W
TO 4'. AND/(JIl ATTAONENT (K !HE AlU\IlNUU S1llIJClIJRE THROUGH M: l' FAOA TO lHE 1RtISS BUTTS WI A IIAXIII\J\l (K 4' 1RtISS OI(RHANG.
2. \IOllllE HalES IIANUFAClUREO AllER 1984 AND BULl TO lH( 1984 HUD STANDARDS WIfllE !HE ANOlOIlS ARE INTO lHE 1RtISS BUTTS.
3. C(N)lllCtlS NOT CO\{REO A901( SHAll BE RE'>lE\\(D BY lHE ENGINEER TO o[lERII1I€ THE HOST STRIJCl\JRE ADEOUACY.
4. AlL TRlJSS SYSlElIS SHAll HAl( A IIAX1\lUII SPAONG (K 24' O.c.
5. IlcaE H()t[S NOT COO'aMNG TO THE STAtI)AROS A901( SHAll HAVE A SELF SlJIlP(JIlllNG FAIlE ADJACENT TO THE 1I0000LE H(),I[ IN 001 (K
31/2'
UIN. 2500 PSI CONC. WITH 6 x 6 YtfiOCD fIIRE
OR nBER IAESH TYPICAL All SLABS.
t 1 15 BAR CONT.
~
Il00ERA l[ SlOPE fOOliNG
2'/12" - l' - 10'
SLAB DEl AILS ADDRESSING EROSION
NOTE; FIBER IIESH CONCRElE DOES
NOT REOUIRE WIRE UESH
Fl.A T SlOPE / NO FOOliNG
o - 2'/12'
1- I' '4 BAR CONT.
~-----
1 '['
6'
STEEP SlOPE FOOliNG
> l' - 10'
12" PANS OR CONnNUOOS CO~R
RIGID INSULA nON
12'
t
TYPICAL PANEL
" IS x 5/6' CORROSl()j
RESlSll~ WASHER
HEADED SCREWS
,..C',
. f',o.~ ,.,'" ..:. . ....<.,<. .
UEETS THE REQUIREMeNTS '
t)F (')-4ApTEP 1205 sec 1991 . m
9lEET ,
~
~ 3
10M
HOST STRUCTURE OR ,AClA ole SUB-,AaA CONNECTION REOUlREUENTS ,OR VARIOUS
LOAD CONOI TIONS
17'- 2'
14'- 3'
10'- 10'
LOAD CONDITIONS
YIlND 'v{LOClTY LOADS DEAD + uvr. LOADS
MANUF ACTURERS PROPRlE
TABLE 1: UAXlUUU ROOf' SPANS ,OR ElITE PANEL
AlUUINUU COMPOSITE PANELS STANDARD PA
3105-Hl~fti-25 ALLOY 1.0 I EPS CORE DE
GlASS ROOlAS
HOST STRUCTURE 100 lAPH 110 lAPH 120 lAPH 221/Sf 321/sr 571/Sf
1. CONCRETE 1/~'.1-1/8' CONCRETE SCREWS 012' 0.C.------>2 0 l' D.C.
2, WOOD ,RAlAE 1/~'.2' LAG SCREWS 0 6' 0.C.------------>2 0 roc,
SCREEN. VIIlYl, AND CARPORTS
HOST STRUCTURE 100 UPH 110 lAPH 120 UPH 22,/Sf J2,/Sf 5711Sf
1. CONCRETE 1/~'.1-1/8' CONCRETE SCREWS 012' 0.C.------>2 0 l' O,C.
2. WOOD ,RAUE 1/~'.2' LAG SCREWS 012' OC.----------->2 0 l' O,C,
NOTES: WOOD STRUCTURES SHOUlD CONNECT TO TRUSS BUTTS OR IllE SUB ,AaA
,RAlAING WHERE POSSIBLE ONLY 15% or SCREWS CAN BE OUTSIDE THE
TRUSS BUTTS/SUB ,AClA AND 1ll0SE AREAS SHAlL HA'v{ DOUBLE ANCHORS
AlL SCREWS INTO IllE HOST STRUCTURE SHAll HAVE lAIN H/~' WASHERS
OR SHAlL BE WASHER HEADED SCREWS.
'MND LOADS
GlASS ROOMS AND OlllER ENa. OSED BUILDINGS
3'. 0.019' ___NO_O.H.__l'_O.H.
100 lAPH W. L 10'- 6' 10'- 8'
110 UPH W. l. g'- 6' g'- g'
120 lAPH W. L 8'- 10' g'- 0'
J'. 0.024'__
100 MPH W. l. 12'- g'
110 UPH W, L 11'- 8'
120 lAPH W. l. 10'- g' 10'- II'
J'. 0.OJ2'
100 lAPH W-:-l.-"j(:.lO'-I4'- 11'-
110 lAPH W. L. 13'- 6' 13'- 8'
120 UPH W. l. 12'- 6' 12'- 8'
I~-- ~:--
T A8l.E 1 UAX. ROOf PAN SPANS rOR GlASS ROOUS
AlUlAlNINUlA INDUSTRY STANDARDS AlLOY 3105 H-14 & H- 25
PAN SIZE rOR PAN SPAN USE = 'W/2 + O.H: SEE DRAWINGS .
3.0'X 12'X 0.026'__NO O.H._____l' O.H.__-2" O,H.__3' O,H._
100 lAPH VI. LOAD 11'- J' 11'- 5' 11'- 11'
110 lAPH W. LOAD 10'- J' 10'- 5' 11'- 0'
120 UPH W. LOAD g'- 5' g'- 8' 10'-:r
J,O'X 12'X O,OJ2' ______________
100 UPH W. LOAD 12'- 6' 12'- g' 13'- 2' ------------
110 lAPH W. LOAD 11'- 5' 11'- 7" 12'- r
120 UPH W. LOAD 10'- 7' 10'- g' 11'- J'
DEAD + 1I'v{ LOAD & OR/SNOW LOAD (INa.UOES 2 1/'$
ALL BUilDING TYPES
3'. 0,019'
221/Sf -----1i=""7--- 12'- -7--
32,/Sf 10'- 0' 10'- 2'
571/Sf 7' - 6' 7'- 9'
3'. 0,024'
221/Sf ---17-=-8-;---- 14'-10'---
321/Sf 12'- 2' 12'- 4'
571/Sf 9'- I' 9' - 4'
3'. 0.OJ7'
221/Sf - ----- 11- 0'
321/Sf 14'- 2'
571/Sf 10'- g'
MANUFACTURERS PROPRI
TABLE 1: CONTINUED; lAAXlMUU ROOf' SPANS rOR ElIlE
STRUCTURAL PANELS, INC.
WIND LOADS
GlASS ROOMS AND DillER ENa.OSED BUILDINGS
~'. 0,019' ____NO_O,H.____I'_O.H.
100 UPH W. L. 12'- 11' lJ'- r
110 UPH W. l. 11'- 9' 11'- 11'
120 lAPH W. l. 10'- 10' '1'- 0'
4'.0,024'___
100 MPH W. l.
100 lAPH VI, L.
120 UPH W. L.
~'. O,OJ2'
100 UPH W, l.
110 MPH W. L
120 MPH W. L.
DEAD + L1'v{ lOAD ole OR/SNOW lOAD (INa.UDES 2 ,
AlL BUIlDING TYPES
~'. 0.019'
221;sr ----li=-iO-;---15'- 0:-
321;sr 12'- 3' 12'- 5'
571/Sf 9'- t 9'- 5'
4'. 0.024'
221/Sf ---16'- -r-16'="7
321/Sf 13'- g' 13'- II'
571JSf 10'-~' 10'.1. 6'
4' x 0.032'
221;sr
321;sr
571/Sf
NOTE: SnTCHlNG or lllE PAN 'M:B8lNC IS RECOMMENDED. " smCHING IS NOT
PROVIDED W/ , lOx 1/2' SCREWS 0 2' O.C, IllEN REDUCE IllE ABO'v{
SPANS BY 20%. EXAMPLE; 3.0'X 12'X 0.026' w/ NO O.H. SPAN 11'- 3'.
(100% - 20:;:) = 11.25'.0.80 = g,O' = 9'- 0'.
MANUFACTURERS PROPRIETARY SUPPLIES
TABlE 1 MAX. ROOf' SYSTEll SPANS ,OR ROYAL AlUIlINUM SUPER PANS USED ON
ENa.OSED BUILDtNGS(GlASS ROOlAS) PROOUCT PATENT I 4,918,8985
ALUlllNINUM AllOY 3105 H- 28 lllNILlUM YIELD 30,000 PSI
PAN SIZE ,OR PAN SPAN USE = 'W/2 + O.H: SEE DRAYIlNGS .
YIlND LOADS ON ENa.OSED BUILDINGS SUCH AS GlASS ROOMS
2.S'X In O.022__NO O.H._____l' O.H._--1' O.H.___3' 0 H.
100 llPH W. LOAD 12'- 9' 12'- 15' 1':5'- 4' 14'- I'
110 IIPH W. LOAD 11'- 7" 11'- g' 12'- 3' 13'- I'
120 llPH W. LOAD 10'- 9' 10'- 11' 11'- 5' 12'- 3'
2.5'X 12"X 0.028
100 llPH W. LOAD
110 IlPH W. LOAD
120 llPH W. LOAD
2.5'X 12'X 0.030
100 IIPH w, LOAD lS'- 2' lS'- 3' IS':8;--I6'="4';-------
110 IIPH W. LOAD 13'- 10' 13'- II' 14'- 4' IS'- 0'
120 llPH W. lOAD 12'- 9' 12'- II' 13'- 4' 14'- 0'
2.5'x 12'X 0.036
100 llPH W. LO~6'- ~'--16'- '5-;----16':10;--15'- llr-----
110 MPH W. LOAD 14'- 10' 15'- O. IS'-~' 15'- g'
120 UPH W. LOAD 13'- 8' \<6,113'- 10' 14'- 3' 14'- II'
14'- 6'
13'- 2'
12'- 2'
15'- ~.
13'- 11'
12'- 10'
14'- 6' ---;(:-7-;-----,-s;-:O;-~~--------
13'- 2' 13'- 4" 13'- g' 14'- 6'
12'- 2' 12'- 4' 12'- 10' 13'- 7'
17'- 7'
14'- 7'
10'- 11'
14'- 7'
13'- 4'
12'- 4'
15'- S'
14'- l'
lJ'- O'
17'- 8'
14'- g"
11'- I'