HomeMy WebLinkAbout97-6569
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
N!
6569 I?
~ ,s: ro
c-~
P,opertyOwne, ~-~
Job Address: '- ~', ~ ~ \..7!.;t b I
Parcell.D. # c:LY - c26 --().j -- () 0 ().. 001 t) 0- I;, /
Zoning, ..-Jne'gy ~, Radon G~" ..5-: ~ ~_
DescriPtionofWork~./L44-.~ -r:.-LA-/~ _./d,~
Date ,3.- I? - 7 7
~(j ~ lJ7)
~iECTR~
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
,,;).5 - 9
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspecto
Permit Fee
Signature
Company
Address
Telephone#
Valuation or
Contract Price / ~ tJ 6':>' ~ CJ--z:)
City License Registration # /7 ~ ()
State Certified License#
'Y~l
, -I-UZ;.;B 7
f
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Serv.
Rough In~
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB
Lintel
FRM. 3-;;\ '5-c:q '1 f2.~
Insul. CL
WL 3. ~5-q '1 ~ll;t-
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
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.
This Instrument Prepared If:
Na,"o~,-~ ~___
I\ddrcSl 0 ~~~2,.,?__._~~..>_
11111111111111111111111111111111111111111111111111
97028924
Rept: 139548 Ree:
OS: 0.00 ITa
03/17/97
. '- . "-.-. I __'&11..._ .....~..
6.00
0.00
Dpty Clerk
Penult No.b..4l~.. .
JED PITTIAI, PASCO COUITY CLERk
03/17/97 03: S6p. 1PGOf .1096
OR BI 3712 .....
STATfiOF -.r.LO~lM
COUNTY OF ~ 5(0
N()'I'ICI~ ()I~ COMMJi:NCI~MfiNT
To" Folio No.
1"H6 lJND6RSIUN6D herohy Ciyo. "otlce Ihal im'''.YO''''"tl will ha ""do I. .o".i. ...1 prop.f1y, .lId itl.....d.lI.. wilh
Chn,'lcr 113, Fluridn Stnll/ICI, lhe fullowjna 'nConnlllion II 'lrovlded In lhl. Notice of Conuucnccmc,u.
I. Dclcrlp.Uon of.propcrt)': 1Iegll dcscripliulI oJ)wpe.rl~ nod J,lreel address~' available)
LOT Co L-1!l '6 <-f b 30 8'"t~'\W.-P \K)LU~ cl>\ ~y
~q41 '!Je.--I CJ...I ~UJ.
2. General descnl'llun ofrrllpro\'emern: .
W\\SttJ PLO'Rl ~ \\dOff\
3. Owner in'ormatioll RAY <<;JAC,LEAR..N 7 Vh.C'I\.J t'}L I.. \
o. Nrunc nnd address: MAc. t- ~ 3~4 \..x..'" ~ 1-1",
b. Intcresl in property: C'1Wl\Jfirc(l,.
.. Name alld ad:I,... or r.. simp ..illeholdc, (if olh., ,hall 0\\11.,): IV ('"
4. Conlrnclor:r ': S' .
a. NnRlc cand n~( ss VOt"f) (OA)51. ~'L '. '()l~\~ G\
b. Phone number:]o:) ~ ~ 4lJ...4.0\
c. Fa" munber (ophonal, ifSen:ice l>y lax is Q~ceplnble): N ~
~~),
\)ELf\tv~
fL ,112l{
.5. Surely . .
a. Nome mId nddress: W~'[.(tJJ ~
b. Amounl of bond $ ~ ,~ - .
c. Phone number: _
d. fa" number (optional, if service by fox is acceptable):
6. cr ./'
ft. No e "nd aadless:
b. r'hon lImber:
c. FDX IUlm !=r (Olllionnl, if service by fux is lIcceptoblc):
7. Pt" IVill,i",llIo]lal. "I' Florid. d..igaaled by OWller IIPOIl IVllorn 1I0lices or Olhe, documenl. may be '"""d 1$
provide y8eclion 713.1 J( I )(a)7., Florida Stnlutes:
IS. NOmC4Jl address:
b. I)hone nur~er:
c. Fax number (optiunol. if service by fo" is accoptabJe);
'. ..:-..,.;..::~..- :""~".""\,i~ 1"l;~
. STATE OF FLORIDA '. 1\~'."
COUNTY OF P;~S/;O
THIS is TO CE;::T.j!'{ Tlixr TH': FCP.':.G01NG IS ~
TRUE AND CORW;.GT ::C;'v I)~ ~:.:[ ~':;I;:i!V;ENT ON FILE
OR OF PU8l1C Ri;COt:) l" 'ii',; ,';iCI:. r,';TNESS MY
HAN~~~~_~_ ;',~~j?H::. CAY ~F
JED P JTMAN, StERK Gl CiRCUIT COURT l
BY D.C.
B. III ad . "n 10 hiaBeif, OWller d..iennlesl"e r."'>1\;1I8 per,otI(.) to ,eceiye a .opy of lb. Lienor', Nol;.. 1$ provided in
Scclion ...J1( O(b)~ Flurido Sllltules: .
B. NaUle lilld address:
b, Pbone nU"'ber:
c. Fax number (opliona/, if service by fil" is accq>lable):
-
I). Bxpiratlon date of lIorlce of COlllJUCmcement (the eXJlinUion dAte i9 J yeAr f
is Ipccitied) Q, .
~worn to and .ubscribed b~forc me by th.v, J A. Un (L
- - who is Ilcrsollolly known to me or produced
.\ l)(\ II f'I <". L,'ur". ~~ as identification, Dnd wbo did _ take
111 oadl, Ibis _.1~ day of ~cA . I~.
lignalure of NOla')'_-LL...~
:rint~ N~mc of Not&f)' 't~
~ornmlsslon -A:-MY
;SAL: MY COMMISSION I CC437388
EXPIRES: ~ II. ,.
Banded 1bru NollIy NIle lhIIIwIIIn
Owner's Address g'ft.t)
6~yP.i
~
--
AU.INFORMA TlON MlJ~T liE TYI'EIl OR 1'ltlNTEI) tEOlII1. Y TO COMPI. Y WITH RECORDING IIIlQUIR/!MHNTS.
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
'3,13,91
OWNER'S NAME
~ L<iARN
34Lf 7 ~CyeL
PHONE
;7g8' gg-60
OWNER'S ADDRESS
L-AJ
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S)
6(r'-
BLOCK
SUBDIVISION ~M.~
~\JJjt .
PARCEL I.D.' -- (OBTAIN FROM PROPERTY TAX NOTICE)
NORK PROPOSED'~ Constructioo ---"<Iditioo --Aiteration _pair _Inatall
_Sign
_Hove
_De.olish
~ ~'
PROPOSED USE: _S ingle Fmlily
..
_H/F _' of Units _H/H
_C~ercial
_Indust. _Swi.. Pool _Other
_Restaurant &: Health Department Approval
DESCRIPTION OF WORK: G-{ASS Kit') .
Or((,.-- PO'RT I U\LL l\' '1 ~C)CJJ'"\
BUILDING SIZE:
x
Square Feet,
Height
RESIDENTIAL:
COMMERCIAL
ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
_BUILDING $ /3.06~,3S- Valuation of Total Construction
,
_ELECTRICAL AMP Service Florida Power Corp. W.R.E.C.
-.JIECBANICAL $ Valuation of Mechanical Installation
_PLUMBING GAS ROOFING SPECIALTY
PERMITS REOUESTED
TYPE OF CONSTRUCTION: _Block _FrUle _Steel
Other
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
..........................................
YES NO
BUlIJ)ER
CONTRACTOR SECTION
COKPANY rl/CJL.t) coN 2 r
State Cert. or Regist. ,
City License Registration' I t1 ~O
..........................................
Signature
ELECTRlClAtl.......---, COMPANY
~ ~ State Cert, or Regist. .
Sim1Ature , City License Registration'
, ..........................................
PLUMBER COMPANY
State Cert. or Regist. ,
Signature City License Registration .
..........................................
HEGBANICAL COMPANY
State Cert. or Regist. I
Signature City License Registration ,
............~.............................
OTRRR COMPANY
State Cert. or Regist. ,
Signature City License Registration ,
..........................................
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perait lay be subject to "deed restrictions" which JaY be lOre restrictive than City
regulations. 'fhe undersigned assUJes responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas 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 lisdeieanor 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 Zephyrhills Building Departlent, (813)
788-6611.
FurtherlOre, if the owner has hired a contractor or contractors, he is advised to bave 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 JaY be an indication that he is not properly licensed and is not entitled to peraitting privileges in the
City of Zephyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify tbat I, the applicant, have been provided with a copy of -Florida's Construction Lien Law - lkJIe01IIler's Protection
Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOl8one other than the
Downer", I certify that I bave obtained a copy of the above described docUlent and prOlise in good faith to deliver it to the
"owner" prior to co_nCeJent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developlent.
\
Application is hereby lade to obtain a perait to do work and instal1ation as indicated. I certify that no work or
installation bas cOlleDced prior to issuance of a perait and that all work will be perfoIJed to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developJent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveIDIental agencies laY apply to the intended wort, and that it is
Iy responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
* Departlent of EnviroDlental Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater 'freatlent
* Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
* Arly Corps of Engineers - Seawalls, Docks, Navigable Waterways
t DepartJent of Health & Rebabilitative Services, EnvirODJental Health Unit - Wells, Vastewater 'freatlent, Septic 'fanks
t US EnvironJental Protection Agency - Asbestos abatelent
I also certify that, if fill laterial is to be used in Flood Zone "AD or "A,etc.", it is understood that a drainage plan
addressing a 'cOJpensating volDle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perait. 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 is~uance of a perait prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perait issued shall beCOle invalid
unless the work authorized by such perait is cODenced within six IOnths of issuance, or if work authorized by the perait is
suspended or abandoned for a period of six IOnths after the tile the work is co.enced. One 90 day eltension of tile, laY be
allowed for the perait with fee charge of $15.00. 'fhe eltension shall be requested in writing to the Building Official. An
approved inspection lUst be logged during each sillOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NorICH OF COMMENCEMENt' HAY RESULT IN YOUR PAYING CB IMPROVIMBI'lS 'f0 YOUR
PROPERTY. IF YOU INt'END 'f0 OB1'AIN FINANCING, CONSULT WITH YOUR LINDER OR AN AnORJIEY BEFO YOUR NO'fICB OF
COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO Nor NEED TO RECORD AND POST A "NorICE OF C
SIGNATURE: OVHER OR AGENT
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this , 19____ by
S'fATE OF FLORIDA
coum OF
The foregoing instrument was acknowledged
before me this , 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an o~th.
(Signature)
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
TABLE 1
~c~!-')'
ATTACHED ALUMINUM COVERS---"'~
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-28 ALLOY
...
WIND LOADS: CARPgBI~LSCBEEN_BQQ~..t$!_Af\JDOTHER OPEN BUILDINGS
~~~
15'-6"
14"-4"
NO O.H.
l' O. H.
2'0. H.
15'-11"
14' 3"
1.3' 0"
16'-1"
14' ~"
13' 2"
16'-5"
14 10"
13' 7"
3"x 0.032"
100 MPH W. L. 18'-10" 18'-11" 19'-3" 19'-9"
110 MPH W. L. 16'-10" 16'-11" 17'-4" 17'-11"
120 MPH W. L. 15'-4" 15'-6" 15'-11" 16'-6"
LIVE LOAD; ALL BUILDING TYPES
O.H. CONDITION NOO.H. l' O. H. 2' O. H. 3' O. H.
3"x 0.026"
20 #/SF L. L. 16'-1" 16'-2" 16'-7" 17'-2"
30 #/SF L. L. 13'-1" 13'-3" 13'-8" 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.
LAWRENCE E. BENNETT, P.E.
ClVlL 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 ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
47
ATTACHED ALUMINUM COVERS
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.CONDITIO~-- 1'O:rt.- '--~-J.h-~
3"x 0.026"---"')
100 W. L. 15'-4" 15'-6" 15'-10" 16'-6"
110 PH W. L. 13'-9" 13'-11" 14'-4" 15'-0"
120 M 12' 6" 12' 8" 11"
3"x 0.032"
100 MPH W. L. 16'-8" 16'-9" 1 7'-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 CONSUITANT
R 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 fl6.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE.
3
48
,
I
f
I
I
STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS
---
-----~
---------=- ---------
~~---~. --
I ~ 12" ALUMINUM PANS OR
I COMPOSITE PANEl ROOF
2" x 2" x 0.044"
2 x 6
a
I
Co
2 SIMPSON H-5 CUPS
DBL. 2" x 6" P T.P. WI
3/4" PLYWOOD (PT)
SPACER NAILED WI
#16d COMMON GALV.
AT (2) EACH SIDE 16" O.C
CENTER OF GIRDER B-B
----
," x 2" x 0.044"
r=c=
/' 3/4" P T. PLYWOOD OR
/" 2"x6" P T.P. DECKiNG
~
VOIDS POURED SOUD
WITH (2) #5 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 JOIST HANGER
CONCRETE BLOCK OR_
TREA TED WOOD PIERS
AT 8'-0" OC
\
WALL SECTION A-A
AL TERNA TE CONNECTION A-A
{ 77.' .."
T- ."{
!~
~-
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
?;
1"-- '> J
C COPYRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN Fl'.RT WITHOUT WRITTEN PERMiSSION FROM LAWRENCE E. BENNETT. P.E.
7
88
'~l' .
STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS
r t J
JOIST
2 x 6 FLOOR
I JOIST 16" OC
I
x
..:
;:;;
0
I
N
DOUBLE 2 x 6 B
BAND
DOUBL /2 x 6
GIRDER BAND
VARIES
A
PLAN VIEW
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUU'ANT
PO. BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767.4n4
FAX II 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN f'll.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, PE.
iltii.w...
I
------;j'
;'"
::;(17 TIN
o .-\4.
:t~~ ~. ~Jt. II
,utI) \AnH 'II ".a
ROLlS ~c;' 0.'.
..
F-
,3- WALt. U OL & I Y ~(LJ/r ,
(.u"1I leu)
,,-" 6.C ~
1"
II' ;
I
,
'':OL.
,,'
.
df"
}f'
Nfll.
ALL- U01()
'~D
U'tll- \1Y M\.
..
,~ 0.'.
~
ATTACHED ALUMINUM COVERS
SEE CONNECTION DETAIL
2" x 4" LUMBER TOP PLA TE WITH ROOF
'.
'>
w <..i
::;:
0 ci
I
w ~
-' '"
CD I-
0 <<:
~
0 Vl
0
Z ~
1= I-
Vl Vl
X ~
w
)(
N
2" x 2" x 0.044" ALUMINUM OR
2" x 4" AT 24" O.C. LUMBER
SHEA THING: 1/2" PLYWOOD OR
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
/
2" x 4" P. T.P. PLATE w/ 3/8" x
4-1/2" CONCRETE ANCHORS
SEE CONCRETE DETAILS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DETAIL
12" x PAN (SEE CHARTS) USE 'W' TO
SELECT PAN FOR REQUIRED SPAN
2" x 2" x 0.044" ALUMINUM OR
2" x 4" AT 24" O.C. LUMBER
w
~
o
I
w
-'
CD
o
~
o
Z
1=
VI
X
w
SHEA THING: 1/2" PLYWOOD OR
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
"W'" VARIES
FOR FRONT BEAM USE 'L'=W/2+0.H.
SHED IS FRAMED WALL ATTACHED TO
HOST STRUCTURE
/
1/2" L-BOlTS FOR 2" x 4" P.T. PLATE
OR CONCRETE ANCHORS AT 4'-0" O.C.
SEE CONCRETE DETAILS
UTILITY SHED AND CARPORT WALL SECTION
NOTES:
1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M.S. W/ WASHER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.M.S. W/ WASHER.
3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS.
4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT
LAWRENCE E. BENNETT, P.E.
crvn.. ENGINEER &: DEVELOPMENT CONSUITANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4n4
FAX 1/1 (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
40
ATTACHED ALUMINUM COVERS
(1) HAT CHANNEL . .t.
'..r
N
TOP OF GRADE
3" x 3. POST SEE TABLE
(2) 1-1/2. x 1-1/2. x -r' ANGLE
OR (1) U CHANNEL x .r'
.
.t. IS THiiKNESS OF
REQUIRED POST
3/8. . 3-1 /2. BOLT
80 LB. 2500 PSI CONCRETE
PRE-MIX
l
3".3. BASE
~
'-
I
..,
1
16.
1
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
-t--
I
I
I
2-3/4. . 2-3/4. . 2-1/2.
LONG. 1/8. TUBING
POST IN CONCRETE w/ #4 _ BAR
12" LONG
3. . .3" POST TURN BOLTED
TO ANCHOR RISER
POURED CONCRETE
REFER TO TABLE 5
WELDED CONNECTION
a
I
I
+---
i I
+- L----+
12" x 12. . 1/4. PLATE
T
2'-0" MIN.
BEFORE SLOPE
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAL BUILDING DEPARTMENT HAS A
MINIMUM FOOTING SPECIFICATION, THAT
. MINIMUM SHAll SUPERCEDE THESE PLANS.
3-1/2. CONC. SLAB
ISOLATED FOOTING
/
f -
I -l---:-
(1) #4 BAR CONT.
"
---
/"
"
NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
FLA T SLOPE / NO FOOTING MODERA TE SLOPE FOOTING
o - 2"/12" 2"/12" _ 1'-10"
NOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION
MIN. 2500 P.S.1. CONCRETE W/ 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH CONCRETE
~ J B. 1
STEEP SLOPE FOOTING
> 1'-10"
SLAB DETAILS ADDRESSING EROSION
LAWRENCE E. BENNETT, P.E.
crvn. ENGINEER &: DEVELOPMENT CONSUI:rANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4n4
FAX /I 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN Aa.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE.
3
43
ATTACHED ALUMINUM COVERS
SEALANT
~ S HEADER EXTRUSION
~ ~ (/8 x 9/10' TEK SPACED AT
~ _______ 8" O.C. BOTH SIDES
. ___ SEALANT
(/10 x 1-1/2" S.lol.S. OR WOOD
WOOD SCREw (1) PER RAFTER
OR TRUSS TAIL
EXISTING TRUSS OR RAFTER
(/10 X 3/4" S.lol.S. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOF PANEL
EXISTING FASCIA
SEALANT
~ S HEADER EXTRUSION
~ ~ #8 x 9/10' TEK SPACED AT
~ _______ t5' O.C. BOTH SIDES
___ SEALANT
FOR lolASONRY USE 1/4" x
1-1/4" TAPCON ANCHOR OR
EQUAL SPACED AT 24" O.C.
FOR WOOD USE 110 x 1-1/2"
S.M.S. OR WOOD SCREWS AT
12" O.C.
3" ROOF PANEL
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAlollNG WHERE POSSIBLE
ONL Y 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND THOSE AREAS SHALL HAVE
DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS
HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTION 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. CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS @ 12" O.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 STRUCTURE 102 MPH 110 MPH 120 MPH
1. CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12"
SPUCE TO BE LOCATED 1/4 TO
1/3 BEAM SPAN AND
STAGGERED EACH SIDE OF SELF
MA TING BEAM
BEAl.! $PUCE SHALL BE MIN.
OF d-.SO" HEIGHT AND
2 (d-.SO") IN LENGTH
t.AIN. SCREWS PER SPUCE
TOTAL / SIDE OF SPUCE
2. x 4" 4/2
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
@ 12" O.C.----->2 @ l' D.C.
O.C.--------->2 @ l' D.C.
r d-.50. -r d-.SO" --1
1. MAX.
1
:0
J
+ + + + + + + +
DENOTES SC EW PATTERN I ~
NOT NUMBER OF SCREWS l-b
+ + + + + + + +
d = HEIGHT OF BEAt.A
PLA TE TO BE SAME WALL
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
OUTSIDE BEAt.A OR LAP CUT
1. MAX.
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
CIVlL ENGlNEER a: DEVELOPMENT CONSUIIANT
P. O. BOX 4368 SOUTH ~YTONA, FL 32121
PHONE 1 (904) 767-4n4
FAX . 1 (90<4) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN AJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
..,
44
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ATTACHED ALUMINUM COVERS
MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN Be VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063
T-6 ALLOY
EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H.
2"x 4"x p.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9'
LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'-3"
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAD
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH
2"x 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRU810N
S '8'-1" 6'-7" 9'-0"
6 ']'-4" 6'-0" 8'-3"
7' 6'-10" S'-6" 7'-6"
S 6'-S" S'-2" 7'-2"
9' 6'-0" 4'-11" 6'-9"
10' S'-S" 4'-S" 6'-S"
11' S'-S" 4'-S" 6'-1"
12' S'-2" 4'-3" S'-10"
2"x 4"x O.050"x TILT BEAM
S' 9'-9"
6' S'-ll"
7' S'-3"
S' 7'-9"
9' 7'-3"
10' 6'-11"
11' 6'-7"
12' 6'-3"
2"x 4"x O.044"x 0.120" 8.M.B.
S' 12'-10"
6' 11 '-8"
7' 10'-10"
S' 10'-1"
9' 9'-6"
10' 9'-1"
11' S'-S"
12' S'-3"
2"x 5"x O.050"x 0.120" 8.M.B.
S' lS'-2"
6' 13'-10"
7' 12'-10"
S' 12'-0"
9' 11'-3"
10' 10'-S"
11' 10'-3"
12' 9'-9"
2"x 6"x O.050"x 0.120" 8.M.B.
S' 17'-2"
6' lS'-S"
7' 14'-6"
S' 13'-7"
9' 12'-9"
10' 12'-1"
11' 11'-1"
12' 10'-3"
TABLE 2
EXAMPLE
S'-O"
7'-3"
6'-9"
6'-3"
S' -11"
S'-7"
S'-4"
S'-O"
10'-S"
9'-6"
S'-10"
S'-3"
7'-9"
7'-S"
7'-0"
6'-9"
12'-4"
11 '-3"
10'-S"
9'-9"
9'-2"
S'-9"
S'-4"
S'-S"
14'-0"
12'-9"
11'-10"
11'-1"
10'-S"
9'-11"
9'-S"
9'-0"
10'-11"
10'-0"
9'-3"
S'-S"
8'-1"
7'-9"
7'-4"
7'-0"
14'-4"
13'-1"
12'-1"
11'-4"
10'-S"
10'-1"
9'-S"
9'-3"
16'-11"
lS'-6"
14'-4"
13'-S"
12'-S"
12'-0"
11'-S"
10'-11"
19'-2"
17'-6"
16'-2"
lS'-2"
14'-3"
13'-7"
12'-11"
12'-4"
S'-l"
7'-4"
6'-10"
6'-S"
6'-0"
S'-S"
S'-S"
S'-2"
g'-g"
S' -11"
S'-3"
7'-9"
7'-3"
6'-11"
6'-7"
6'-3"
12'-10"
11'-8"
10'-10"
10'-1"
9'-6"
9'-1"
S'-S"
S'-3"
lS'-2"
13'-10"
12'-10"
12'-0"
11 '-3"
10'-S"
10'-3"
g'-g"
17'-2"
lS'-S"
14'-6"
13'-7"
12'-9"
12'-1"
11'-7"
10'-3"
120 MPH
7'-S"
6'-9"
6'-3"
S'-10"
S'-6"
S'-2"
S'-o"
4'-9"
8'-11"
S'-l"
7'-6"
7'-0"
6'-S"
6'-3"
6'-0"
S'-g"
11'-3"
10'-S"
9'-11"
g'-3"
S'-S"
S'-3"
6'-10"
7'-6"
13'-10"
12'-8"
11 '-8"
10'-11"
10'-4"
g'-g"
g'-4"
S'-ll"
lS'-8"
14'-3"
13'-3"
12'-4"
11'-8"
11'-1"
10'-6"
10'-1"
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER &: DEVELOPMENT CONSUlJ'ANT
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 flt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
3
49
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Aluminum & Concrete
6017 Gall Blvd.
Zephyrhills, FL 33541
(813) 782-7497 1-800-308-8274 Beeper
Page No.
of
Pages
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PROPOSAL SUBMITTED TO
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PHONE
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JOB NAME
CITY. STATE AND ZIP CODE
JOB LOCATION
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BIt JrupUSt hereby to furnish material and labor - complete in accordance with above specifications. for the sum of:
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All ma.erial is lua,anleed to be as specified, All work to be completed in .. workmanlike
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tions '"wotvinl e..r. CCKts will be ...eculed only upon w'itt~n <<den. and wilt betome an
..tr. ch.,.. over and above t.... ..tima'.. An alr..ments conlin..nt upon st,ikes. accidents
Of d.",. beyond our control. Own., to cany 'ire. tornado and other necessary Insurance.
Our won.ers .... full, c","red b1 Wortlmen'. Compensation 'nsurance.
Authorized
Signature
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Note: This proposal may be
WIthdrawn by us if not accepted WIthin
Arr~ptanr~ pf JlrppDsal- The above prices, specifications
and conditions are satisfactory and are hereby accepted, You are authorozed
to do the work as specified. Payment will be made as outlined above.
I .'
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Date of Acceptance:
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