HomeMy WebLinkAbout97-6598
BUILDING PERMIT
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CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
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Property Owner: .1 ~
Job Address: f ,.,~.::t2.. C-./'IJ G.M/l101
Parcel I. D. #
Date
MfC,UAPJIEAL
Sewer Conn
Water Conn:
(9~ ~.
Water Meter:
T,I.F:s:
Zoning:
Description
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
Valuation or
Contract Price
9 ~ ;) cJ . d-c-
City License Registration # /91 J
cY~
ELECTRICAL ;j5"'1
Permit Fee
Signature 1,./'"
Company
Address /
Telephone#
State C9ftified License#
'[/{} l (];/itJ.
BUILDING
PL~-
~
MaeHi...I'IIICAL
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
&aL
Tp. Servo
Rough In "'I" If? gD6
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
'-/II~ /?1
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 ZEPHYRHILLS
BUILDING DEPARTMENT
OWNER'S NAKE
~o~ lA)Sd~?
PHONE Ii S CJ~6 7
OWNER'S ADDRESS
JOB ADDRESS 9 M.~.f.AC~ Pd\.N IE-
LEGAL DESCRIPTION: LOT(S) b^- BLOCK
SUBDIVISION
PARCEL 1. D. t
(OBTAIN FROK PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction -"ddition _Alteration _Repair _Install
_Sign ---"ove _DeJIOlish
.
PROPOSED USE: _Single Faaily _KIF _' of Units _K/B
_<=<-ercial _Indust. _Swia. Pool _Other
_Restaurant & Health Depar~ent Approval
DESCRIPTION OF WORK:
Cf\~-iJ()\Rl. ~ \<f\J. Ur(L t\y
/ )
f\O C) f\!l
, )
BUILDING SIZE:
x
Square F~et,
Height
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
COMMERCIAL ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~UILDlRG $-3 ),.00 ""
.......-..---:-::-...::::::.=--,,-~-~_._-_._._.'"
C__-~~GR----.../
PERMITS REOUESTED
Valuation of Total Construction
AMP Service
Florida Power. Corp.
W.R.E.C.
--1fEClWfICAL
$
Valuation of Kechanical Installation
_PLUMBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Pralle _Steel
Other
FIRISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
..........................................
BIJTlJ)ER
CONTRACTOR SECTION
@l COMPANY (/ c)l.-fj CdN>T
State Cert. or Regist. t J'f 8'0
City License Registration t
I ......................... ...............
Signature
ELECTRICIAN ~_____ COMP
== I ~t State Gert. or Regist. ·
flc City License Registration'
~..........................................
COMPANY '(, \:. ~
State Cert. or Regis~.
City License Registr
...................... ......
Signature
CO ANY
State Cert. or Regist. ,
City License Registration .
..........~..........................***
- .. ~~.y)b j' y) C
PLUMBER
Signature
;).O~a
Signature
OTHRR
COMPANY ~(Y7eMGl) PehAJtC- fAf<k. /YlolJEt.5- :HJc
State Cert. or Regist. ,
City License Registration' :20 :;1..1
..........................................
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
'I'be undersigned understands that tbis perlit lay be subject to "deed restrictions" wbich lay be lOre restrictive than City
regulations. 'I'be undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If tbe 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 tbe contractor is not licensed as required by law, both the owner and contractor laY be
cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requireJents lay apply for the intended work, they are advised to contact the City of Zepbyrbills Building DepartJent, (813)
788-6611.
Furtherlore, if tbe owner bas bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the
"Contractor Sections. of this application for wbich they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than tbe 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 perJitting privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, bave been provided with a copy of .Florida's Construction Lien Law - HOJeOIIDer's Protection
Guide" prepared by the Florida Departlent of Agriculture and ConsUleI' Affairs. If the applicant is scmeone other than the
lowner", I certify that I bave obtained a copy of the above described docUlent and prOJise in good faith to deliver it to the
"owner II prior to couencl!lellt.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all tbe inforJation in tbis application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developlent.
I
Application is bereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a perlit and that all work will be perforJed to lIl!et 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 goveDlleDtal agenCies JaY apply to the intended work, and that it is
IY responsibility to identify wbat actions I lust take to be in cOlpliance. Sucb agencies include but are not lilited to:
* Departlent of EnviroDJeDtal Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands,
Water/Wastewater 'I'reatlent
* Southwest Florida Water Hanagetent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
* ArIY Corps of Engineers - Seawalls, Docks, Navigable Waterways
* Departlent of Health & Rebabilitative Services, EnvirOllleIltal Health Unit - Wells, Wastewater 'I'reatlent, Septic '1anks
t US EnvirODlental Protection Agency - Asbestos abatetent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc. I, it is understood that a drainage plan
addressing a .cOJpensating VOlUleR 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 the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor sball is~uance of a perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued shall becOJe invalid
unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of six IOntbs after the tile the work is c~ced. One 90 day extension of tile, laY be
allowed for the perlit with fee charge of $15.00. '1he 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.
WARRING 'f0 OWNER: YOUR FAILURE '10 RECORD A NO'l'ICB OF COIIMEKCEHBN'I HAY RESUL'I IN YOUR PAY 'IN FOR IMPROVEHBII'l'S '1'0 YOUR
PROPERTY. IF YOU IN'lEND '1'0 OB'lAIN FIIWICING, CONSUL'I' WI'I'H YOUR LENDER OR AN AT'l'ORHBY YOUR NO'l'ICB OF
COMHENCEHBN'I. JOBS UKDER $2,500 IN VALUE DO NO'l' NEED TO RECORD AND POST A INO'l'ICE 0 C
SIGNAtURE: OWIIER OR AGEN'I
SIGIA'I'URE:
STATE OF FLORIDA
COUKTY OF
The foregoing instrument was acknowledged
before me this , 19____ by
STATE OF FLORIDA
coum OF
The foregoing instrument was acknowledged
before me this , 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
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ATTACHED ALUMINUM COVERS
SEE CONNECTION DfT All
t-~-======-~-=_________ _
~----------
/
- -~=]
7" x 4" IIJMllf 1\ IO!' 1'1 A I WIIH [WOF
2" x 2" x 0.044" ALUMiNUM OR
2" x 4" AT 24" OC LUMBeR
SHE A THINe 1/7" Pi YWOOll OR
C; II~UC 1 UI<A[ C"A[)[ IIILI~MAL 1'[ T
WITH SIDiNG
2" x 4" P.1.I'. I'LA I[ w/ .1/8" x
4-1/2" CONCR! IT ANCHORS
SEE CONCRE 1l DE! AiL S
SECTION THROUGH UTILITY ROOM
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')" x ')" , 0044" A[ IIMINUM 01,
2- x 4" A r 24" O.c. LUMlJER
SflLA TIliNG: 1/2" I'L YWOOD OR
STRUCTURAl GRADE TlltRMM PI Y
WI II I SllllNG
SIIFD IS I HAMill WAil A IIIICIIIIl 10
HOST STHUC1URE
1/2" L-BO[ IS FOR 2" x 4" P.T. f'LATE
01\ cONcrnn ANCIIOIIS Al 4' 0" O.C.
SFE CONCRfTF OET All S
UTILITY SHED AND CARPORT WALL SEe liON
NOTES:
1. ANCHOR PANS 10 HE ADm CIIANNII Willi (.l) #10 x 1/7" S.MS W/ WASil! 1<.
2. ANCHOR PANS 10 ROOI BlAMS WlIH (3) #10 x 1/7' S.M.S. W/ WASHIX
.3 ANCHOR COI UMN TO CONCRETE El OOR WITH 7-,1/4" x 3" CONCRETE ANCHORS
4. ANCHOR COLUMN 10 lJASI 1'1 A II Wi III 1 1/4" ~;'; !l01 I
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUITANT
P. 0, BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE m.PRODUCED IN WHOLE on IN I~H I WI I HUUl Wfl/J IlN PU1MISSION f HUM LAWHlNCL L. UlNNll I, F'(O.
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1====- ~_c====_= -- ~c~c_==~c'c~__==__==_=
SEE CONNECTiON DUAIL
I-=====--=--==------===~-:------
------.---==----=-----,
----------,.-=---
--- r--]
12" x ['AN (SEE CHAI~TS) US[ 'W' I () jl'l
SELECT PAN FOR [,lOUIRED SPAN
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"w'. VARII S
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(.f)
X
III
FOR FRONT BEAM USF ','=W/7t-0.H
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3
40
....-...-
. 4~.
JIIIllI --
"1'1''''i:i~~''''~''''''''''''~l',;.
ATTACHED ALUMINUM COVERS
"t" IS THICKNESS OF
REQUIRED POST
----f~
-- -------.-
:11_,~___~
TOP Of Gf~ADE
(2) 1-1/2" x 1-1/2" x "t" ANGlf
OR (1) U CHANNLL x "I"
~
" '
''J
3" x 3" POST SEE TA~IL
(1) HAl DIANNLl x "t"
3/8" x 3-' /2' BOLT
80 LeL 2~OO PSI CONCRl TE
PRE -MIX
.1 ~
d
<l
~----~--
3"x5" [lASE
''<j
'---
I
..)
16"
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
NOTE: FIBER MESH CONCI~ETE DOLS
NOT I,EOUIRE WIRf Ml SII
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C:::::::::::-:-_
-----------------
Y x 3" POST TURN BOLTED
___ / 10 ANCHOR RISER
r' f 2 3/4' x 2- 3/4" x 2-1/2"
1___ ! / LONG x 1/8" TUBING
WHDlD CONNECTION
2- ~ 1/4" TAPCON x 1-1/2"
1 /._____8J
:-._~-~ ------ /~-
. . --.I~~------"\
--. -- ~ 12" x 12" x 1/4' PLATE
j 1/2" CONC. SLAB
o
~~ /
I _LI .;
l U
POST IN CONCRETE w/ #4 '" BAR
// 12" lONe
,//
f'OURUl CONCR!IL
RETER 10 lAB!! S
ISOLATED FOOTING
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
)' 0" MIN.
Hff ORl SLOPE
NOTE: IF LOCAL ElUILDING DEPARTMENT HAS A
MINIMUM 100 liNG SPEClf ICA TION, THAT
MINIMUM ';IIAII ~;LJI'II(cr[)f 1l1f"~;1 1'1 AWi.
A'
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1 -
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~-_-i(1)i~!,.R CONT~
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ro 1 H" 1
(1) #4 BAR CONT.
r---'-~----
///-
/'
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J 8" 1
FLAT SLOPE / NO FOOTING
o - 2"/12"
NOTE: NO FOO riNG EXCEPT WHEN ADDRESSING EROSION
MIN. 2500 PSI. CON eRE TE W/ 6 x 6 - lOx 10
WU OED Wlf,E MESH OR fIBEI~ MESH CONCRfl1
MOlJlRAlE SIOPI laDliNG
2"/12" - 1'-10"
STEEP SLOPE FOOTING
> 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 # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN FJII.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE.
3
43
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ATTACHED ALUMINUM COVERS
/'/'
/~ ./'
-------------.---.
--~---l-
. ~---____u_:/'-__
~t-=
',I AI ANI
,3" HE ADfR fXTRUSION
/Iii x 9/IG" IlK SI'N:1I1 AI
R" O.e. IJOlfI SlIlf S
"IAIANI
#10 x 1 1/2" S.MS OR WOOD
WOOD SCREW (1) PER RAIlER
Oil TRUSS IAII
LXIS11NG muss OR RAF1LR
#10 X -3/4" S.MS OR WOOD
SCREW SI'ACf [) AT 12" O.C
j" fWOI' PANf I
LXIS liNG I ASCIA
ROOF PANEL TO FASCIA DETAIL
',IAIANI
:;" Ilr AD If, fxmUSIDN
/IN x 9/16" ILK SPAUll AT
R" 01: nlllll SIDI'~
SIAIAI~i
EOR MASONRY USL 1/4" x
1 1/4" TAPCON ANCHOR OR
I QUAI SPACI {) AI ;,1" D.e.
I Of, WOOD USE #10 x 1--1/2"
S.MS OR WOOD SCREWS AT
17" oc.
J" ROOF PANEl
LXISTlNG f1DSI smUCIURL
WOOD r-RAME, MASONRY OR
OTHER CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: WOOD STRUCTURES SHOUlD CONNFCT TO TRUSS BUTTS OR TflE SUB- FASCIA FRAMING WHERE 1'0,;SI[1I f
ONLY 15% OF SCREWS CAN BE OlJ1SIDE THE TRUSS Bur TS / SlJB.-JASCIA AND THOSE AREAS SHAll HAVE
DOUBLE ANCHORS. AI L SCREWS INTO THf HOST STRUCTURF SflAI L HAVE_ MIN. 1 1/4" WASflERS
OR SHALL BE WASHU, HEADED SCRLWS
HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNEC1l0N REQUIREMENTS
lOAD CONDITIONS
GLASS ROOMS WIND VELOCITY lOADS DEAD + LIVE lOADS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. rONCRr~Tf l/'1"xl 1/8" CONCRflf c;CI\! W(~ (ii) 1)" OC 7) l!i> l' (Jl'
2. WOOD Ff~AM[ 1/4"x2" LAG SCf\[WS @ 6" O.c.- -.-- - ------>(2) @ 1" O.c.
SCREEN, VINYL, AND CARPORTS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH
1. CONCREfE 1/4"x1--1/S" CDNCRIII SCI~fWS
2. WOOD FF~AML 1/ 4"x}" LAC SCI\I W~; @ 1)"
SPLlCL TO BE LOCATED 1/4 10
1/3 BEAM SPAN AND
ST AGGERED EACH SIDE OF SELF
MA TING BEAM
BEAM SfJLlCL SHALL 8L MIN.
OF d-.50" HEiGHT AND
2 (d-.50") IN LENGTH
MIN. SCREWS PER SPLICE
TOT AI / SIDt OF SPlICF
7" x 4" 4/7
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
@ 1'2" O.C----->) @ l' D.C
OC >> ~cp l' (J.e.
75" I
d .50' r d .:)0" 1" MAX.
+ I ~ " +~-;-;-li~-J
DENOTES sc EW PA TITRN I ~
NOT NUMAFR 0, SCR[WS I ~, ,1
+ + + + + + + + ~
1" MAX
'0
d = HEIGHT OF BEAM
PLA TE TO BE SAME WALL
THICKNESS AS BEAM
Pi A Tf CAN R[ INSID[ OR
OlJ ISIDL BLAM OR LM' CU r
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlTANT
PO. 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 ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE.
44
TYPICAL BEAM SPLICE DETAIL
--'"__~"~,*,,,,,..,t"-~.;l: _~-
'"'-"-
ATTACHED ALUMINUM COVERS--
TABLE 1
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-28 ALLOY
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
O.H. CONDITION
3"x 0.026"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
3"x 0.03?"
100 MPH W. L.
110MPHW.L.
120 MPH W. L.
NO O. H.
15'-11"
14'-3"
13'-0"
18'-10"
16'-10"
15'-4"
LIVE LOAD; ALL BUILDING TYPES
O.H. CONDITION NO O. H.
3"x 0.026"
20 #/SF L. L. 16'-1"
30 #/SF L. L. 13'-1"
l' O. H.
2'0. H.
3'0. H.
17'-0"
15'-6"
14'-4"
19'-9"
17'-11"
'16'-6"
3'0.H.
17'-2"
14'-5"
3"x 0.032"
20 #/SF L. L. 18'-4" 18'-5" 18'-9" 19'-3"
30 #/SF L. L. 14'-11" 15'-1" 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.
16'-1"
14'-5"
13'-2"
16'-5"
14'-10"
13'-7"
18'-11"
16'-11"
15'-6"
19'-3"
17'-4"
15'-11"
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUITANT
PO. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX # 1 (904) 767-6556
l' O. H.
2'0. H.
16'-2"
13'-3"
16'-7"
13'-8"
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN fl\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PE.
3
47
TABLE 1
MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINUM
COMPOSITE ROOF
PANELS W/3105-H14/H-25 ALUMINUM ALLOY SHEATHING & 1.0# EPS CORE
WIND LOADS
CARPORTS, SCREEN & VINYL 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.
110 MPH W. L.
120 MPH W. L.
ATTACHED ALUMINUM COVERS
.....
15'-4"
13'-9"
12'-6"
15'-6"
13'-11"
12'-8"
15'-10"
14'-4"
13'-2"
16'-6"
15'-0"
13'-11"
3"x 0.032"
100 MPH W. L. 16'-8" 16'-9" 17'-2" 17'-9"
110 MPH W, L. 14'-11" 15'-0" 15'-5" 16'-1"
120 MPH W. L. 13'-7" 13'-9" 14'-2" 14'-10"
4"x 0.026"
100 MPH w. L. 15'-8" 15'-10" 16'-2" 16'-10"
110 MPH W. L. 14'-0" 14'-2" 14'-7" 15'-3"
120 MPH W. L. 12'-10" 13'-0" 13'-5" 14'-2"
4"x 0.032"
100 MPH w. L. 18'-8" 18'-10" 19'-1" 19'-7"
110 MPH W. L. 16'-9" 16'-10" 17'-2" 17'-9"
120 MPH W. L. 15'-3" 15'-4" 15'-9" 16'-4"
LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD)
ALL BUILDING TYPES
3"x 0.026"
22#/SF 13'-1" 13'-2" 13'-8" 14'-5"
32#/SF 10'-10" 11'-0" 11'-6" 12'-5"
3"x 0.032"
22#/SF 14'-2" 14'-4" 14'-9" 15'-5"
32#/SF 11'-9" 11'-11" 12'-5" 13'-2"
4"x 0.026"
22#/SF 13'-5" 13'-6" 14'-0" 14'-8"
32#/SF 11'-1" 11'-3" 11'-9" 12'-7"
4"x 0.032"
22#/SF 15'-11" 16'-0" 16'-5" 17'-0"
32#/SF 13'-2" 13'-4" 13'-9" 14'-6"
1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH + WALL WIDTH + OVERHANG.
2. THE LESSER SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN.
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSULTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (004) 767.4714
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN flIl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PE.
3
48
ATTACHED ALUMINUM COVERS
TABLE 2
continued
MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063
T-6 ALLOY
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAD
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH
2"x 7"x 0.062"x 0.120" S.M.B.
6' 17'-9"
7' 16'-6"
8' 15'-5"
9' 14'-6"
10' 13'-9"
11' 13'-1"
12' 12'-7"
13' 12'-1"
14' 11'-8"
2"x 7"x 0.062"x 0.135" S.M.B.
6' 18'-4"
7' 17'-0"
8' 15'-11"
9' 15'-0"
10' 14'-10"
11' 13'-7"
12' 13'-0"
13' 12'-6"
14' 11'-7"
2"x 8"x 0.072"x 0.224" S.M.B.
7' 21'-9"
8' 20'-4"
9' 19'-2"
10' 18'-2"
11' 17'-4"
12' 16'-7"
13' 16'-0"
14' 15'-5"
2"x 9"x 0.072"x 0.224" S.M.B.
7' 24'-2"
8' 22'-7"
9' 21'-4"
10' 20'-3"
11' 19'-3"
12' 18'-5"
13' 17'-9"
14' 17'-1"
2"x 9"X 0.072"x 0.310" S.M.B.
7' 2S'-11" 21'-11" 30'-1" 2S'-11"
8' 25'-2" 20'-S" 28'-2" 25'-2"
9' 23'-9" 19'-4" 2S'-S" 23'-9"
10' 22'-S" 18'-4" 25'-2" 22'-S"
11' 21'-5" 17'-S" 24'-0" 21'-5"
12' 20'-S" lS'-9" 22'-11" 20'-S"
13' 19'-9" lS'-l" 22'-1" 19'-9"
14' 19'-0" 15'-S" 21'-3" 19'-0"
1. THE SMALLER SPAN FROM THE L.L. OR THE WIND LOAD TABLE GOVERNS,
14'-6"
13'-5"
12'-7"
11'-10"
11'-3"
10'-9"
10'-3"
9'-10"
9'-6"
15'-0"
13'-11 "
13'-0"
12'-3"
11'-7"
11 '-1"
10'-7"
10'-2"
9'-10"
17'-9"
lS'-7"
15'-8"
14'-10"
14'-2"
13'-7"
13'-0"
12'-7"
19'-9"
18'-S"
17'-5"
lS'-S"
15'-9"
15'-1"
14'-S"
13'-11"
19'-11"
18'-5"
17'-3"
16'-3"
15'-5"
14'-8"
14'-1"
13'-6"
13'-0"
20'-S"
19'-0"
17'-9"
16'-9"
15'-11"
15'-2"
14'-S"
13'-11"
13'-5"
24'-4"
22'-9"
21'-S"
20'-4"
19'-5"
18'-7"
17'-10"
17'-2"
27'-0"
25'-3"
23'-10"
22'-7"
21'-S"
20'-8"
19'-10"
19'-1"
17'-9"
lS'-S"
lS'-S"
14'-S"
13'-9"
13'-1"
12'-7"
12'-1"
11'-8"
18'-4"
17'-0"
lS'-ll"
lS'-O"
14'-3"
13'-7"
13'-0"
12'-S"
11'-7"
21'-9"
20'-4"
19'-2"
18'-2"
17'-4"
16'-7"
lS'-O"
lS'-S"
24'-2"
22'-7"
21 '-4"
20'-3"
19'-3"
18'-S"
17'-9"
17'-1"
120 MPH
16'-3"
1 5'-0"
14'-1"
13'-3"
12'-9"
12'-0"
11'-S"
11 '-0"
10'-7"
lS'-9"
1 5'-S"
14'-S"
13'-8"
13'-0"
12'-4"
f 1'-10"
"l'-S"
'10'-11"
119'-11"
18'-7"
17'-S"
lS'-7"
lS'-10"
lS'-2"
14'-7"
14'-0"
22'-1"
20'-8"
19'-6"
18'-S"
17'-7"
lS'-10"
16'-2"
15'-7"
24'-7"
2:~'-11"
2"'-8"
20'-S"
19'-7"
1 B'-9"
18'-0"
1/"-4"
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlIANT
PO, 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 ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E,
3
50
TABL-e 4
continued
ATTACHED ALUMINUM COVERS
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' -10" 3,408 189 155 142 107 62
13'-10" 2,556 142 116 107 80 46
15'-10" 1,988 106 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 ' -10" 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
1 7' -1 0" 2,268 126 103 95 71 41
3"x 3"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY
13'-9" 6,912 384 314 288 ;~16 126
16'-1" 5,184 288 236 216 i'62 94
18'-4" 4,032 224 183 168 126 73
20'-7" 3,024 168 137 126 95 55
4"x 4"x 0.125"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'-S" 4,074 226 185 170 127 74
. ALLor 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
1'-0"X 1 '-O"X 1'-0"
1'-4"X 1'-4"X 1'-4"
1'-6"X 1 '-6"X 2'-0"
1'-S"X 1'-S"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
1'-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 25 21
86 72 61
163 136 116
187 156 134
275 229 196
346 288 257
463 386 331
117 97 56
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER 8< DEVELOPMENT CONSUlrANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767.4774
FAX # 1 (004) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN Fl\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PE.
3
52
STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS
r
- ,.-.-- - . --. ti---. . .. . ---UJ ------
.--.-'1.. -.---- ---- ---------- --- - ------
---.---....-. - -
--.,,---- ."- ----- ---- ..-..---.. ----------
, f
o
I
'"
JOIST BUCKETS
2 x 6 FLOOR
JOIST 16" O.C
x
<t
::>
I I
111-=-~'::~_-cl. 1,,:1 :~~
j'i BAND
I
DOUBLl 2 x 6
","om I DA"
l=---
--11-----.. -.---L-
-----_:.:-:ci='--=:- .___-=:= ___=--..__
I
L
l---~-
VARIES --
A
PLAN VIEW
LAWRENCE E. BENNETT, fl.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlIANT
P. O. BOX 4368 SOUTH DAYTONA, FL :l2121
PHONE 1 (OO4) 767-4774
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, PE.
_c_._:n]
--.--
I
I
I
----------,r
STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS
-- ~
--- ------
-------- --------
c:::=:-~~~~ ~------:=- .... ..
~ 12" ALUMINUM PANS OR
~ COMPOSITE PANEL ROOF
- 2" x 2" x 0.044"
-------------.----.-----
--------------------.-------..---
2 x 6
2 SIMPSON H-5 CLIPS
DSL. 2" x 6" P T.P. WI
3/4" PLYWOOD (PT)
SPACER NAILED WI
N16d COMMON GAL V.
AT (2) E:ACH SIDE 16" OC
o
I
io
CENTER OF GIRDER B-B
-------
1" x 2" x 0.044"
~--,._-_._.._--.._--_.__.__.,._..-
-_._--~-----------~_._..-
---.---.-----------
~~__n
3/4" P. T. PLYWOOD OR
~ 2"x6" PT.P. DECKING
VOIDS POURED SOLID
WITH (2) 115 BARS
SIMPSON H-6
APPROVED ANCHOR AT
10'-0" O.C. STRAPPED
TO DECK
AL TERNA TE HANG JOIST
BETWEEN DOUBLE 2 x 6
WI SIMPSON JOIS.' HANGER
CONCRETE BLOCK OR_
TREATED WOOD PIERS
AT 8'-0" O.C.
WALL SECTION A- A
AL TERNA TE CONNECTION A-A
ffj
-,...-
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlIANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX # 1 (904) 767.6556
f
r-- .1
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN A&.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
7
88
FLA. '1971 LAW9
n 713.13
SEMINOLf FORI\Il40iJ -
NOTICE OF COMMENCEMENT
~:~~t;fo~lorlda PASe () } I~R~~AR. IN DUnICATK' "'I"III""!HM1~~~""III""II""111
The undersigned hereby informs all concerned that improvements will be made to certein real property. and In accordance
with section 713.13 of the Florida Statutes. the following Information Is steted in this NOTICE OF COMMENCEMENT,
Description of property . ..24.~ ~6::-: .Q,..'..~. . CJ.<?Gl.Q .~... ~q.~ .~~... ~ .f9..~.................................
. . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . Rcpt: 142138 Rec: 6. 00
DS: 0.00 IT: 0.00
03/27/97 Dpty Clerk
........... ......... ................ ........ ........ ...... ................. ..0.'.. ... '" ..... ....... .... .... ....... ..... .........
General description of improvements ..... R~.~: J. M. ~}' . . . .C\~..':~~~ J . . . .V1.\~. ~~. . . WfL. . . . . .
Owner.. .NO~....... .RJ!>.\B. \.N5QtJ...........................................................................
Address . .~~~.~....... .<<~~Y.~..... .~N'I"'" ~ fH.Y.~tlt4.{".~...... F.k .~.... .~. ~.$~ q....
Owner's interest in site of the improve,...ent. . . . . . . (!>. W.~.~~. . . . . . . . . . . . . . . . . . . . JED PITTJlAR, PASCO COURTY CLER.
Fee Simple Title holder (if other than owner) 003/27/97 01: 29p. 1 of 1
R BK 37..La PG 1.. 9a
Name ..........................................................................................................................
Address ........................................................................................................................
: R Con"a.lo,... WL:.t>. .(o.rY.S1~\,k;)JDNH...................... H............... H. H... H. H... H....... H....
~ Address..... .~.~. .eWn.'(..~~... .~.~...... .1).t4.t.'.~...... .~~~.... .?~~?~4:.................
S.'.IV UI anvl .. .lA~s.:~. . . .'9y("~J 7.. .. . . . . . . . . . . . .. . . . . . . .,. .7. . . .. . . . . . . .. . . . .. . .. . . . . . .. . . . . . .. .. . . .
Address .PO. .~.... ~'7.7... .~.~~~.... W~.....~ l\.. .t,.,j~....... ..tmount of bond $ ~.
Any person making a loan for the construction of the improvements:
Name .......:-:..... .'. . .. . . . . . . . . . . ... . . " .. .. " . . .... . ..... . . . .. . . . . . . . . . .. . . .. . .. .. . . .. . . .. . . .. . . . . . .. . '" .. .. ....... . . . .... . .
Address ... .~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Person within the State of Florida designated by owner upon whom notices or other documents may be served:
Name ......... N(k........................................................................................................
---.
Address ....... .-'. . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
In addition to himself. owner designates the following person to receive a copy of the lienor's Notice as provided in Section
.713.13 (1) (h). Florida Statutes. (Fill in at Owner's option). _
Name.... .~.~f:?.. .:CP~~~?vg .t().~.................................... ...........................
Add,... .. .~.~.... .~. ......~......~...<"t.~.. .... (X,~. ... ..~... .?~?~.~...........
THISSPACEFORREC~O.~.~.~R...!~:~~NLY ~_____ _ . t:2", ~~
STATE OF FLORIDA ! , / /~...................................................
COUNTY OF r:~,s.GO . IJC)~ ~~lNS'.AI Owner
T~l'S -,,,, ....""1 "'Ctl~-';""..J l"l~tl"" r!_~r: -rf:p:{~(!H)G lS A
TRl)f'~;m i~C;{:~;'~If\(::~: 'y:;;:.'i::':..c~~:~";;:,~\,..i:~ I'~~~ Sworn to and subscribed before me this p:.... .. .. .. ....... .... ..
OR ,~~: !;uP.I.~':; ~tC"I;'! h ,",,; ,c~"t."S,,' :J.. r; ^"^ O/l,.1 "17
::m~t~-ci;O~iTCOu:'i o~......m....m....davol .r.~~. . ......19m
BY _ L D.C.
o ary Pl,lblic..
.OFFI(;IAL SeAL.
David A. Void
My Commission Expires 3/25/00
Commission ICC 542626