HomeMy WebLinkAbout97-6404
BUILDING PERMIT
Nt?
Permit
CITY OF ZEPHYRHILLS
(813) 788-6611
- 640413
Date
/-d.J-,?,?
~
P,"perty Owne, ~df {it; ~
Job Address:0? / 3~ __ __
Parcell.D. ,.3-.J-b ,-;)../~ 0/ P'o - (:) t!} CJ CJ 0 ~ O? g-- U
Zoning: Energy Code: Radon Gas: .:;..s-t)-17J
Oosc';.t;on of Wo'. _~A "''''4 .~ P'-\ ~ '<J _ .;/sL!fL
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
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
Inspector
Permit Fee
Signature
Company
Address
Telephone#
~--CTV
r n-;;~p_~
Valuation or '-
Contract Price ~-S IJ7J . tr-o
City License Registration #
State Certified License#
.o'br~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Breakers
Ducts Insl.
Compressor
Final
Tp. Servo
Rough In
Meter Can
Con st. 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 PERMIT
CITY OF ZEPIIYRlIlLLS
BUILDING DEPARTMENT
"1~9'1
(/d"'
OWNER' S NAME 7J t.J t1J;:j L. 7) ::r 5 I {tive:; s
OWNER'S AnDRESS 3 7 13 fn C UL e-E/lls-
r: uLLEAf S
LEGAL DESCRIPTION: LOT(S) 7 ~ BLOCK SUBDIVISION .sTcPIft~j 6-Letl AT S'Lv't~ti
PARCEL I.D.' ()J --2.'-;;.1- 0 /yfJ ....Ll0006 -o7f 0 (OBTAIN FROM PROPERTY TAX NOTICE)
PHONE ~/.3.- 7f 3 -7{;(12
JOB ADDRESS
'J 7/ 3 b
Tl.?H/L
rtt: Ii / L-
WORK PROPOSED: ____New Construction LdditiOn ____Alteration ____Repair ____Install
____Sign ____Move ____Demolish
PROPOSED USE: -Lsingle Family ----"I F ---- # of Units _M/II
____COII8Dercial - Indus t . _Swim. Pool _Other
_Restaurant & Health Department Approval
DESCRIPTION OF WORK: :5 Gr ~ e IV ;loom IlcfcP,t/~A/ '-1'/ E}JJl/IZ-L~ .3L./lfJ
/0 / ,~I - J:. /
BUILDING SIZE: X ;20 , ~GD Square Feet, 7~ Height
RESIDENTIAL: ATTACII (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATT^~1 (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
LBUILDING
$
~. PERMITS REOUESTED
/5tJO, DO
Valuation of Total Construction
_ELECTRICAL
NIP Service
Florida Power Corp.
W.R.E.C.
_MECHANICAL
$
Valuation of Mechanical Installation
_PLUMBING GAS ROOFING SPECIALTY
TYPE OP CONSTRUCTION: _Block _Fr8llle _Steel I.%IV.h7/~')D1 Other
FINISHED FLOOR ELEVATIONS:
PT.
IS PROJECT IN FLOOD ZONE AREA'I Lt.
YES NO
*********************************..*******
Signature
CONTRACTOR SECTION
COMPANY f)/.;/J/1 e.R / ~ Cz>/?bA-Gfofi?
State Cert. or Regist. ,
City License Registration'
.......*...******.*.....*.***********
BUIIDER
ELECTRICIAN
Sianature
COMPANY
State Cert. or Regist. t
City License Registration t
******..**********************************
PLUMBER
Signature
COMPANY
State Cert. or Regist. .
City License Registration t
******************************************
MECHANICAL
Signature
COMPANY
State Cert. or Regist. f
City License Registration f
*****....*..****..*......*..*..*.***..****
OTHER
COMPANY
State Cert. or Regist. #
City License Registration #
***..********.****.....*...*...***********
Signature
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be .ure restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance 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 lay be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirelents lay apply [or the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813)
788-6611.
FurtherlOre, if the owner has 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 (ClffiPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - Hoteowoer's Protection
Guide" prepared by the Florida Departlent of Agricultur~ and Consuler Affairs. If the applicant is sOleone other than the
"owner", I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the
"owner" prior to CODenCeJent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in co.pliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is hereby lade to obtain a per.it to do work and installation as indicated. I certify that no work or
installation has cODenced prior to issuance of a perlit and that all work will be perfofled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other govelnlental agencies lay apply to the intended work, and that it is
IY responsi~ility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
t Departlent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US HnviroDlental Protection Agency - Asbestos abatelent
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 "colpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit 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 per.it prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall becOIe invalid
unless the work authorized by such perlit is cODenced within six IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day extension of tile, aay be
allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHHENCEKHNT HAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORREY BEFORE RECORDING YOUR NOTICE OF
COHHENCHHENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COHKHNCHHHNT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument
before me this
was acknowledged
, 19_ by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument
before me this
was acknowledged
, 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
SCREENED ENCLOSUR
· SCREEN I V NYL AND SOLID COVER
~
2'x 2. BEAM SEE TABLE 4
OVERHANG VARIES +
2'-0" MAX.
~~-l
.W" --
FOR MAX.
UPRIGHT
LENGTH l"x 2'
t
.r.
--J
3-1/2' SLAB ON GRADE
OR RAISED FOOTING
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM)
r~ W/2 ~--r- W/2 -
ALUMINUM PANEL COVER O.H. t - I'
--------- I I
"-,
D:
i:?
<.)
~'
\..~l
,..---.
2'x__ BEAM AND COlUMNS
MAX. COLUMNS. SPACING
SEE TABLES
+--
N
j
co
Z
t=:
VI
>e:
"-.
'"x2'xO.OW"
l---- 'w' VARIES ---- -1
TYPICA~ B~/"t~~ ROOM
S C(L.C-i:.. ..~
NOTES:
,. ANCHOR I" 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' #'0 SMS WITH WASHERS 2'-0" O.C. SPACING
ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #'0 SCREWS AND
WASHERS
2. UIN. SLAB THICKNESS FOR SLAB ON CRAOE IS 3-1/2" CONCRETE
3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A' VALUE Of W/2 OR W/2+0.H.
4. 'W' IS ClEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM
LAWRENCE E. BENNETT, P.E.
CIva ENGINEER &: DEVELOPMENT CONSUlIANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767.4n4
FAX , 1 (904) 767-6556
~
o COPYRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
r"'\
VINYL AND SOLID COVER
MA OOF BEAM SPAN~ ~R SCRE~ VINYL ROOMS AND
GLASS ROOMS
WI SOLID ROOFS 6063 T-6 ALLOY
EXAMPLE: FOR 2"x 3"x 0.050"; BEAM SPAN BETWEEN UPRIGHTS USE LOAD WIDTH
TO ENTER TABLE LOAD WIDTH = LW = 14'/2 + 2' O.H. = 9'
ENTER TABLE ON LEFT @ 9' & READ SPAN UNDER APPROPRIATE LOAD;
THUS FOR 100 MPH WIND LOADI L.L. @ 18#/SF SPAN = 6'-3"
BEAM SIZE ~AM_SP~R VARIOUS LOAD CONDITIONS
LOAD WIDTH 10<fMPH/18#/SF* 10 MPH/22#/SF** 32#/SF 120 MPH
2"x 2"xO.044" EXTRUSION
5'
6'
7
S'
9'
10'
11'
2"x 2"xO.050" EXTRUSION
5'
'6'
7
S'
9'
10'
11'
6'-11" 6'-7" 5'-9"
6'-5" 6'-2" 5'--4"
6'-0" 5'-9" 5'-0"
5'-8" 5'-5" 4'-8"
5'-5" 5'-2" 4'-5"
5'-2" 4'-11" 4'-3"
4'-11" 4'-8" 4'-0"
7'-2" 9'-7" S'-S"
6'-S" S'-11" S'-1"
6'--4" S'-5" 1'-7"
6'-0" S'-O" 1'-3"
5'-8" 1'-7" 6'-11"
5'-6" 7'--4" 6'-7"
5'-3" 7'-0" 6'--4"
8'-11" 8'-6" 7'--4"
8'-4" 8'-0" 6'-11"
7'-10" 7'-6" 6'-6"
7'-5" 7'-1" 6'-2"
7'-1" 6'-9" 5'-11"
6'-10" 6'-6" 5'-7"
6'-6" 6'-3" 5'-5"
5'-11"
5'-4"
5'-0"
4'-8"
4'-4"
4'-2"
3'-11"
5'-4"
4'-10"
4'-6"
4'-2"
3'-11"
3'-9"
3'-7"
6'-5"
5'-10"
5'-5"
5'-1"
4'-9"
4'-6"
4'-2"
5'-10"
5'--4"
4'-11"
4'-7"
4'-4"
4'-1"
3'-9"
-------
2"~ 3"~~!H~50" EXTRUSION
6'
7'
8'
9' EXAMPLE
10'
11'
12'
7'-8"
7'-1"
6'-8"
6'-3"
5'-11"
S'-S"
5'-5"
2"x 2"xO.090" W/1"x 2"xO.044" EXTRUSION
7' S'-3"
S' 7'-9"
9' 7'-4"
10' 6'-11"
11' 6'-7"
12' 6'-4"
13' 6'-1"
2"x 3"xO.050" TILT BEAM W/1 "x 2"xO.044" EXTRUSION
7' W-1~
S' 9'-2"
9' S'-S"
10' 8'-3"
11' 7'-10"
12' 7'-6"
13' 7'-3"
5'-1"
4'-S"
4'-4"
4'-0"
3'-9"
3'-7"
3'-5"
5'-7"
5'-1"
4'-S"
4'-5"
4'-2"
3'-11"
3'-9"
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER'" DEVELOPMENT CONSUlIANT
P. O. BOX 4368 SOUTH DAYTONA., FL 32121
PHONE 1 (904) 767-4774
FAX /I 1 (904) 767-6556
~
C COPYRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN flIl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT~ P.E.
4'-5"
4'-0"
3'-9"
3'-6"
3'-3"
3'-1"
2'-11"
4'-10"
4'--4"
4'-1"
3'-9"
3'-T
3'-5"
3'-3"
2
31
.
-_.-.--~.- .
r-"\
-..--------.
D ENCLOSURES: SCREE I VINYL AND SOLID COVER
MAXI M HEIGHT OF UPRIGHTS FOR SCRE NO GLASS
ROOMS EXTRUSIONS AND SELF MATI G BEAMS OF 6063 T-6
ALUMINUM ALLOY
USING SCREEN PANEL WIDTH lAW' (SEE TYPICAL GLASS ROOM DRAWING), SELECT
UPRIGHT 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"
2"~~"X 0.05O~Jt:; 2" 8'--6" 7'-11" 7'--6" 7'-1" 6'-9"
10'-2" 9'-5" 8'-10" 8'-2" 7'-11" 7' --6" 7'-2" 6'-11"
2"x 2"x 0.093"
12'-10" 11'-11" 11'-1" 10'--6" 9' -11 " 9'--6" 9'-1" 8'-8"
3"x 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"x 2"x 0.070"
13'-8" 12' -8" 11 '-1 0" 11'-2" 10'-6" 10'-1" 9'-8" 9'-3"
/ ---
NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS WI GLASS PANES THAT
ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES
INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED.
.,----...
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER'" DEVELOPMENT CONSUlIANT
P. O. BOX 4368 SOUTH (),6.YTONA, FL 32121
PHONE 1 (004) 767-4774
FAX' 1 (004) 767-6556
o COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN Al.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
2
33
t~ cAPe r2-
ATTACHED ALUMINUM COVERS
,.--...,
SEAlANT
:.d- :5" HEADER EXTRUSION
~ ~ *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 muss TAlL
EXISTING muss OR RAFTER
#10 X 3/4" S.M.S. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOF PANEL
EXISTING FASCIA
SEALANT
~ SO HEADER EXTRUSION
~ ~ fl8 x 9/1f5' TEK SPACED AT
~ ________ f5' O.C. BOTH SlOES
~"_ __ 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
EXISTlNG HOST smUCTURE
WOOD FRAME. MASONRY OR
OTl-lER CONSmUCTlON
~ RgOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL DETAIL
--.:
NOTES: WOOD STRUClURES SHOULD CONNECT TO TRUSS BUTTS OR Tl-IE SUB-fASCIA fRAMING WHERE POSSIBLE
ONLY 15% Of SCREWS CAN BE OUTSIDE Tl-IE muss BUTTS / SUB-fASCIA AND THOSE AREAS SHALL HAVE
DOUBLE ANCHORS. ALL SCREWS INTO Tl-IE HOST smUCTURE SHALL HAVE MIN. 1-1/4" WASHERS
OR SHALL Bf: WASHER HEADED S~EWS
CHOS;~lRUClURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS
LOAD CONDIllONS
GLASS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS
HOST STRUClURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS @ 12" 0.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 SlRUCTURE' 102 MPH 110 MPH 120 MPH 22#I.?F 32 #/SF 57#/~F. ...~
1. CONCRETE 1/4")(1:-1/8" CONCRETE SCREWS @ 12 O.C.----->2 @ 1 O.C.
~'WOOD F"RAME 1/4"x2" LAG SCREWS @ 12" O.C.----------->2"@1. O.C.
SPUCE TO BE LOCATED 1/4 TO
1/3 BEAM SPAN AND
STAGGERED EACH SIDE Of SELF
MATING BEAM
r d-.50" -t- d-.50" --f
+ + + + + + + +
1" MAX.
+ + + + + + + +
l
:u
J
d = HEIGHT OF BEAM
BEAM sPUCE SHALL BE MIN.
or d-.50" HEIGHT AND
2 Cd-.50") IN lENGTH
MIN. SCREWs PER SPUCE
TOTAl / SlDE or SPUCE
2" II 4- 4/2
2- II 5- 4/2
2" II 6 4/2
2" 117- 6/3
2- II 8- 8/4
2" II 9- 10/5
DENOTES SC EW PATTERN
NOT NUMBER or SCREWS
l' MAX.
PLA rr TO BE SAME WALL
THICKNESS AS BEAM
PLA rr CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. HENNE'IT, P.E.
CIVIL ENGINEER a: DEVELOPMENT CONSUU'ANT
P. O. BOX 4368 SOlffii Il'YTONA. FL 32121
PHONE 1 (904) 767-4774
FAX' 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.
PANS
TABLE 1
ATTACHED ALUMINUM COVERS
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. 1'0. H. 2'0. H. 3'0. 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-V4"x 0.032"
roo 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" )
"-109 MPH W...L./
11Cf~HW. L.
120 MPH W. L.
3"x 0.032"
100 MPH W. L. 13'-2"
110 MPH W. 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.
1'-2"
6'-S"
S'-10"
S'-S"
1'-6"
6'-10"
T-S"
6'-S"
6'-1"
S'-9"
1'-10"
1'-1"
11'-5"
10'-3"
9'-6"
1'-0"
S'-9"
S'-3"
6'-9"
7'-4"
6'-0"
8'-7"
1'-0"
11'-10"
9'-4"
13'-4"
10'-6"
T-S" 8'-2"
6'-S" 1'-6"
6'-2" 1'-1"
8'-S" 9'-3"
1'-9" S'-6"
1'-1" 1'-11"
1'-7" S'-S"
6'-11" 1'-9"
6'-4" 1'-3"
9'-0" 9'-7"
S'-1" 8'-9"
T-S" 8'-2"
11'-6" 11'-9"
10'-S" 10'-9"
9'-S" 10'-1"
13'-4" 13'-7"
12'-1" 12'-S"
11'-1" 11'-S"
1'0.H. 2'0.H.
7'-3" 8'-1"
6'-1" 1'-0"
S'-6" 9'-2"
1'-0" . 1'-10"
1'-7" S'-4"
6'-4" 1'-11"
8'-10" 9'-6"
1'-4" 8'-1"
12'-0" 12'-5"
9'-6" 9'-11"
13'-6" 13'-11"
10'-S" 11'-1"
('..
12'-3"
11'-4"
10'-7"
14'-0"
12'-10"
11'-10"
3'0.H.
r---..
13'-2"
10'-S"
14'-S"
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.
ClVR. ENGINEER '" DEVELOPMENT CONSUlTANT
P. o. BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767-4774
FAX' 1 (904) 767-6556
r-.
3
o COPYRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN !'ART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
46
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
. OWNER ~DO/vl ALl) .T. SrflAlG-/J
'3 7/3 b C!- uGLEtls r~ II I L
JOB LOCATION
PARCEL 1.D. # D3 - :<"-21- b/8() - OOooo-o7fo
SHOW ALL EXISTING i~ROPOSED STRUCTURE, ~IVING DIMENSIONS & :fTBACKS.
J.fr.'
~
FX IS T //'l;'c;...
I
10)( ;<5' .stAB
ttVVetrJ r~~~
/ SOh I :;I/~
L;. I 0~6
f ClV SLr'
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
I
/6,4- .
t"1<. l.i r 111/ C
I(vUs. t-
- I
/5,3
//0'
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
J.OtIJ
(NOTE EXAMPLES 1 & 2
STREET
7~-
FRONT PROPERTY LIN
1. SETBACKS FOR R1, R2 ZONING
60'
2. SETBACKS FOR R3 ZONING
60'
10'
P E-
R X
0 I
10' P S 10'
.0 T
S I
E N
D G
20'
1 0'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30 ' DUPLEX
1 0'
FRO1ft' PROPERTY LIRE
FROIft" PROPERft L:IHB