HomeMy WebLinkAbout96-6189
B'UILDING PERMIT 0
CITY OF ZEPHYRHILLS Permit N.
(813) 788-6611
- -- 6189/3
Date
/0 ~~~?6
~tJ, tTV
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
p",pertyowne".~a.J .~~
Job Address:
Parcell.D. # 3f -2.!-.,---"";Q/- tJ ~I 0 - 0/3 tJ () -...5'/
Zonin9: Energy Co~~:, ._ Radon Gas: t ~
DescriPtionofwork~tH7- .L1.~-4-~- ~A1.. -
~~'9
Water Meter:
T.I.F.'s:
u/}~~
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#
c:~
a
Valuation or
Contract Price
Ys ~()t). Crv
,
City License Registration # / '/6 .2.
State Certified License#
,1l4,;/h !1 q:Z/f./.d\
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
ELECTRICAL
PLUMBING
MECHANICAL
Driveway
Ib7.h 7 BiJ(_
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
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 PERKIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
OWNER 'S NAKE
~~t:hv J I-!~ fl-i 2- A-,..n~
(/. (),'6of..-. .:l d.-'fS OAdE t/!;
!
76 'f"s- 6--/l.IVE~ S:-~~.z:' d~r '2 -4,/'->-
SUBDIVISION Go ,c..4"v' fI,~z..o~:2s..
PHONE 3 s- 2.. - S 2..3 - / 7 ( (
OWNER I S ADDRESS
? 75:' 2.fP
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S) S9 BLOCK
PARCEL I.D.' 3'1- Z 5"'- 2./-0 % - 0/:5 <:> 0
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction rAddition _Alteration _Repair _Install
_Sign --.nove _Deaolish
PROPOSED USE: _Single Faaily _M/F _' of Units >C-M/H
_eo..ercial _Indust. _Swia. Pool _Other
_Restaurant &: Health Departaent Approval
DESCRIPTION OF WORK: C -4"~ ,z.7 - 217: J, T7 Qo 0 ~ - ~ ~U{L/ fZJII,;L - G tJ C/l;~
{
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.
PERKITS REOUESTED
~LDING
$
./f S-OO I
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
_KECBAIUCAL
$
Valuation of Mechanical Installation
_PL~ING GAS ROOFING
SPECIALTY
R Lv IV\..- Other
TYPE OF COBSTRUC'l'ION: _Block _Fraae _Steel
YES
~
FINISHED FLOOR ELEVAITONS:
FT.
IS PROJEC'l' IN FLOOD ZONE AREA 'I
******************************************
Bml..DER
CONTRAC'l'OR SECTION
Q ~ CllIlPAIIY Iff'*!' Ib<r'A.IDA.
/, . ./ State Cert. or Regist. .
.. . 6it:y License Registration'
, ******************************************
Signature
Rl~CTRICIAN
Sf QlUlture
COMPANY
State Cert. or Regist. ,
City License Registration .
******************************************
PLUMBER
COMPANY
State Cert. or Regist. f
City License Registration f
******************************************
Signature
..
KECBANICAL
COMPANY
State Cert. or Regist. f
City License Registration ,
******************************************
Signature
OTRRR
COMPANY
State Cert. or Regist. ,
City License Registration f
******************************************
Signature
APPLICATION APPROVED BY
PERKIT OfFICEB,.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perJit JaY be subject to Ddeed restrictionsR which lay be lOre restrictive than City
regulations. 'he undersigned assUles responsibility for cOJpliance 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 JaY be
cited for a lisdeieanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirelents JaY apply for the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813)
188-6611.
FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
RContractor 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 perJitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of .Florida's Construction Lien Law - HOJeOIIIIer's Protection
GuideR prepared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is SOJeOne other than the
Downer", I certify that I have obtained a copy of the above described docUJent and prOlise in good faith to deliver it to the
"ownerR prior to cOlleDcelent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the infoIlation 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 perlit to do work and installation as indicated. I certify that no work or
installation has COJJeDced prior to issuance of a perJit and that all work will be perfolled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developleDt regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDJental agenCies JaY apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not liJited to:
· DepartJent of EnviroDleDtal Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater Treatlent
· Southwest Florida Water Managelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
· ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
· DepartJent of Health & Rehabilitative Services, InvironJental Health Unit - Wells, Wastewater TreatJent, Septic 'anks
· US EnvirODlental 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 uCOlpensating volUleR will be sublitted which is prepared by a professional engineer registered in the State of
Florida p'rior to perJit. issuance.
A perlit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perJit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every peIlit issued shall beCOle invalid
unless the work authorized by such perJit is cOllenced within six IOnths of issuance, or if work authorized by the perJit is
suspended or abandoned for a period of six IOntbs after the tile the work is cOlleIlced. One 90 day extension of tile, lilY be
allowed for the perJit with fee charge of $15.00. the extension sball be requested in writing to the Building Official. An
approved inspection lust be logged during each six IOntb period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NO'l'ICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING !WICE FOR IMPROVBIIIMTS TO YOUR
PROPER'l'Y. IF YOU IIft'HHD 10 OBrAIlf FIlfAlfCIlfG, COlfSULT WUB YOUR LEWER OR Alf AnoRJIBY BEFORE RECORDIlfG YOUR 1I0000ICE OF
7" C'5:~rm_A'~~
~R OR AGEn SIGlfATURE: CTOR --....___
STATE OF FLORID~
COUNTY OF ~Q~
The foregoing instrument was acknowledged
before me this &J~ \ &- , 19~ by
.AJo~ L. ~~-eJt..
who is personal Iv knnwn~to me or who has
produced
as identification and who did/did not
tak~o ~~,
(Signature)
STAlE OF FLORIDA ~
COUNTY OF ~~f)
The foregoing instrument was acknowledged
before me this (C~ I~ , 19EitL by
AAQf\tltqYl h. ~Q~
who is_personally known to me or who has
produced
as identification and who did/did not
take a.J?-\ ?~~hli .. f1rJ /l . 1 ~ f\. ~ Ii
~~ ~\.QU:'RII
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
'h'+ KlMBERLEE SCHARLAU
My Commission CC361276
* liijf * Expires Apr. 04, 1998
WI.. Bonded by ANa
~.,,"".., 800-852-5878
(Name Typed, Printed or Stamped)
NOTARY PIlI~
"""6 K/MBERLEE SCHARLAU
* . * My Commission CC361276
Expires Apr. 04,1998
Bonded by ANB
">",,,,,";>" 800-852-5878
G-~Ald II --
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ovrRlI^NG V^RIES
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ro~ MAX.
UPRlGlIl
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3-1/2- SLAn ON Gn^or
OR IlAISrn IOOIlNG
VARIES NO MAX. (EU:V. SLAB OR ON GRADE)
IYf'ICAl GL^SS ROOM W111t SOLID Roar. TYPICAl rRONl VIEW rRAMING
. (IlrIGIl' or UPRIGlll IS MEAsunr:o IROM 101' 01 1"'x2" PLA1E 10 BOTTOM or WAll BE^M)
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MAX COlUMNS. SP^CH,U:
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_ _ ___~_~-!_r~2:g~2::"'______ __"____.___
I
W V^RIES
TYPICAL GLASS ROoM
NOli. ';
1 ^NCIIOR 1"' x 7' OI'IN IIACK rXIHIJSION Willi lAPCON 1/~-x7- 1/~" L[NGll1 OR rOUAI.
M^X. 01 2'--0.' O.c.
ANCHOR 10 W^lI. W111t 1-1/2- "0 SI.4S Willi WASHERS "'-0" O.C. SPACING
ANCIIOR or ^M ANn COlUMN KNIE fl[^M Wln~ ANCIIOR CUPS AND "0 SCREWS AND
WASIIIJlS
7 UIN. sr.",) I1llCKNtSS Ion SL^,) ON CIlM)[ IS 3-1/2- CONCR[I1::
j SIT1.CI rpONT W^ll III AlA rTWM lAlJl.r USING I ^PGER "^" V^LUE or w/7 OR w.n~o.ll.
~ 'W IS CIT ^R DIS 1 ANcr fJlOlA Il0S 1 S mUC1URE 10 maN I W^ll IJE^"A
LAWRENCE ~. B ~NNETT, r.~.
clvn_ ENGINEER & DEVELOPMENT CONSUl:TANT
P. O. BOX 4368 SOUTII DAYTONA. FL 32121
PIIONE I (904) 767.-4774
fAX' 1 (904) 767-6556
C COPYnlGHI. 1996
NOT 10 BE REPRODUCED IN WIIOLE OR IN "'RT WITHOUT WRlDEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
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2
24
ATTACHED ALUMINUM COVERS
SEE CONNECTION DETAIL
w
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N
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VI
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2" x ." LUMBER TOP PLAlt WITH ROOF
2" x 2" x 0.04." ALUMINUM OR
2" x 4" A1 24" O.C. LUMBER
SHEATHING: 1/2" PLYWOOD OR
STRUClURAL GRADE THERMAL PLY
WHH SIDING
.
N
/ 2" x 4" P.T.P, PLAlt w/ 3/8" x
4-1/2" CONCRElt ANCHORS
SEE CONCRElt DETAILS
SECTION THROUGH UTILITY ROOM
2" x 2" x 0.0<<" ALUMINUM OR
2" x .," AT 24" O.C. LUMBER
SHEA n-tING: 1/2" PLYWOOD OR
STRUCTURAl GRADE n-tERMAL PLY
Wln-t SIDING
SHED IS FRAMED WALL An ACHED TO
HOST STRUCTURE
1/2" L-BOLlS FOR 2" x .." P.T. PLATE
OR CONCRETE ANCHORS AT "'-0" O.C.
SEt CONCRElt DETAILS
UTILITY SHED AND CARPORT WALL SECTION
NOltS:
1. ANCHOR pANS TO HEADER CHANNEL Wln-t (3) ;10 x 1/2" S.U.S. W/ WASHER.
2. ANCHDR PANS TO Roar BEAMS Wln-t (3) liD x 1/2" S.U.S. W/ WASHER.
3. ANCHOR COLUMN TO CONCRElE FLOOR Wln-t 2-1/4" x 3" CONCRETE ANCHORS.
4. ANCHOR COLUMN TO BASE PLAlt W1n-t 1-1/4" S.S. BOLT
LAWRENCE E. BENNEn~ V.Ii;.
aVtt. IiNOINEIlR . DBVBl.OPMENT CONSUU'ANT
P. O. BOX 4368 SOUTH DAYTONA, F=l S2121
pHOIIE 1 (904) 781-4n4
FAX. 1 (904) 767-8558
C COPYRIGHT, 1996
NOT TO aE REPRODUCED IN WHOLE OR IN r;.RT WITHOUT WRITTEN PERMISSiON F=RoM LAWFlENCE 1:, bENNEn P.I:.
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SEE CONNECTION DETAIL
12" x PAN (SEE CHARTS) USE 'y( TO
SELECT PAN FOR REQUIRED SPAN
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_______________ "WI" VARIES ----.---.--..-
FOR FRONT BEAM USE 'L'=w/2+0.H.
/
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3
40
ATTACHED ALUMINUM COVERS
TABLE 1
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-14 OR H-25 ALLOY
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
O.H. CONDITION NO o.H. 1'0. H. 2'O.H. 3'0.H.
1-1/4"x 0_026"
100 MPH W. L. 7'-2" 7'-5" 8'-2"
110 MPH W.l. 6'-5" 6'-8" 7'-6"
120 MPH W, L. 5' -10" 6'-2" 7'-1"
1-1/4"x 0.032"
100 MPH W. L. 8'-5" 8'-8" 9'-3"
110. MPH W. L. 7'-6" 7'-9" 8'-6"
120 MPH W. L. 6'-10" 7'-1" 7'-11"
1-314"x 0.026"
100 MPH W. L. 7'-5" 7'-7" 8'-5"
110 MPH W. L. 6'-8" 6'-11" 7'-9"
120 MPH W. L. 6'-1" 6'-4" 7'-3"
1-314"x 0.032"
10.0. MPH W. L. 8'-9" g'-a" g'-7"
110. MPH W. L. 7'-10." 8'-1" 8'-9"
120. MPH W. L. 7'-1" 7'-5" 8'-2"
3"x 0.026"
10.0. MPH W. L. 11'-5" 11'-6" 11'-9" 12'-3"
110 MPH W. L. 1D'-3" 10'-5" lo.'-9" 11'-4"
120. MPH W. L. 9'-6" 9'-8" 10'-1" 10'-7"
~'.:~ o.o~~:~.. .. ...~ ( 13'-4~.)
( 100 MPH w. L. \ 13'-2" 13'-7" 14'-0."
11U MPH W. L. 12'-0." ...---." .... 12'-5"
12'-1" 12'-10."
120 MPH W. L. 11 '-a" 11 '-1" 11'-5" 11'-10"
LIVE LOAD: ALL BUILDING TYPES
O.H. CONDITION NO O.H. 1'0. H. 2'0.H. 3'o.H.
1-1/4"x 0.026"
20 #/SF L. L. 7'-0" 7'-3" 8'-1"
30. If/SF L. L. 5'-9" 6'-1" 7'-0"
1-1/4"x 0.032"
20. If/SF L. L. 8'-3" 8'-6" 9'-2"
30 II/SF L. L. 6'-9" 7'-0" 7'-10."
1-314"x 0.026"
20 II/SF L. L. 7'-4" 7'-7" 8'-4"
30 If/SF L. L. 6'-0." 6'-4" 7'-11"
1-314"x 0.032"
20. If/SF L. L. 8'-7" 8'-10" 9'-6"
30 II/SF L. L. 7'-0." 7'-4" 8'-1"
3"x 0.026"
20 II/SF L. L. 11'-10." 12'-0." 12'-5" 13'-2"
30. II/SF L. L. 9'-4" 9'-6" 9'-11" 10'-8"
3"x 0.032"
20. II/SF L. L. 13'-4" 13'-6" 13'-11" 14'-8"
30. II/SF L. L. 10'-6" 10'-8" 11'-1" 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.
CIVIL ENGINEER & DEVELOPMENT CONSUITANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX 1/ 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRIITEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
3
46
. ATTAchEO ALUMINUM COVEhS
TABLE 4
.. "\ ..
MAX. ROOF Ar :A FOR ALUMINUM POST FOn CARPORTS &
OPEN BUllnfN :S
Fan ALLOWABLE noor AnE^ Lt' '= "AnEA" = S x (W/2 .t. nit)
EXAMPLE: "S"= 7' , W = 12'. & 0.11 += 2'T,.,US: "AFtEA" = 56 SF
MAX. ALLoWABLE ROOF ARt:A IN saUAnt: t'=t:t:t
Pus, I YPE WII\jU LOAb(MPt ') on LIVE -t. bEAD LOAlJ(H/sr-)
MAX HGT @ MAX lOAD IN" 1oo/io 110/22 i20/2" i25/3~ "64/55
"- - ..-._---
3")( 3")(0.040" nall FORM"
10'--0" 2,30 I 1:12 '00 99 74 43
11' --0.' 1.706 99 8 I 74 56 33
13-tf" 1.309 77 63 58 43 25
15'-0" 1 ,042 58 47 43 33 19
3"x 3")(0.060" ROll FORM.
11' -- 0" 3,600 200 154 150 113 65
12'-10" 2.700 150 123 113 84 50
14'-- 0" 2,100 117 95 88 66 38
1(i'-6" t ,5 75 S8 73 66 32 29
:}"x :}")(O,060" SCAllOPED OR FLUTED EXTRUSIoN G06:} T-6 AllOY
i'-Ht:~ 3.408 189 155 142 107 62
-'r:r:Tc}"" 2,556 142 lI6 107 80 46
15'.10" 1,90B t06 87 80 62 35
17'-10" 1 ,'1!1 1 8:1 68 62 47 27
3"x 3")( O,90'"TUBE EXTRUSION GOG3 T-6 Alloy
11'.'0" 5,18'1 288 236 216 162 94
13'.10" 3,880 216 177 162 122 71
15'.10" 3,024 168 137 126 95 55
t 7'.10" 2.260 126 t03 95 71 4 ,
3")( 3")( 0_'25"TUBE EXTRUSION 60G:} T-6 AllOY
13'-9" 6,912 384 314 288 216 126
16'---1"' 5,184 288 236 ' 216 162 94
lB'--"'- ",032 224 183' 168 126 73
?O' --7'" 3,024 168 137 126 95 55
4")( 4")( 0.125"TUBE EXTRUS'oN 6063 T-G Alloy
, 5'.--9" ,. 9,312 517 423 388 291 169
18'--5" G,984 388 317 291 218 127
21" -0" 5,432 302 247 226 170 99
23'-0" ",074 226 185 170 127 74
. ALL(J( 3105 1116
,. HIE SMALLER nOOF AREA OF LIVE, DEAD LOAD AND WINO lOAD SHALL GOVERN,
lA.BlE 5
IsolATED FOOTINGS
MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOlATED FOOTING
U l l . FOR BELOW USTt:D WIND VElocity
P 1FT OAOS
FOOTING TYPE & SIZE 100 MPH 110 MpH i20 MpH
PounED CONCRETE
1'.O"X 1'.0"X 1'-0" 29 25 21
l'-""X 1'.""X 1'."" 06 72 6'
1'.6"X 1'.6"X 2'.0" '63 136 116
1'.S"X 1'.8"X 2'.0" 187 t56 134
!".8"X !"-8"X 2'.6" 275 229 196
2'-0"X 2'.0"X 2'-0" 346 28B 257
2'.6"X 2'-6"X 2'.6" 463 386 33'
PRE-CAST SLAB WI eo, SACK-CRETE
& BACKFIll OVER SLAB
".4"X ".4"X 2'-4" 1t7 97 56
LA WItENct~ I~. tl t~NNI~tt, tl.t~.
CIVil. 1'.NnItWt;1l .\ IJI\VEI,otMI'Nr f.ON:<:'J11ANl
po. BOX ~:1ti9 sOI/TlI DAYTONA, rL n'2'
rlle'flr , (..,41 767-HH
...... f """A' 7r.7nr:r.n
ATTAcHED ALUMINUM coVEll9
I
TABLE 1
MAXIMUM SPANS FOR STANDARD ALtJMINUM ROOF pANelS
OF 3105 H-28 AllOY
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUllOINGS
o.H. CONDITION NO O.H. l' o. H. 2'0. H. 3'o.H.
3"x 0.026"
100 MPH w. L. 15'-11" 16'-1" 16'-5" 17'-0"
110 MPH W. L. 14'-3" 14'-5" 14'-10" 15'-6"
120 MPH W. L. 13'-0" 13'-2" 13'-7" 14'-4"
3"x 0.032"
100 MPH w. L. 18'-10" G!a:=-"1V 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 NO o.H. l' O. H. 2'0. H. 3'o.H.
3"x 0.026"
20 ff/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 II/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.
LAwnENCE E. bENNEtT, r.t:.
Clvll. ENGINEER" OEvEtorMENT CONSULTANT
P. o. BOX 4368 SOUTH DAYTONA. FL 32121
PllONe 1 (904) 767.4774
rAX' , (904) 767-6556
C COPYRIGHT, 1996
NOT 10 BE REPRODUCED IN WHOLE OR IN Fr\RT WllHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
47
i:,
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;.:
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~. ~.
!'"/
!
,.
I
i"
f
L
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I
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./. .
ATTAChE!) ALUMINUM COVEns
t
i
MAX. RQOF BEAM sPANs FOR CARPORTS, SCREEN & VINyL
ROoMS ANo OTHER OPEN STRUCTURES WI sOllO ROOt=S 6063
T-6 ALLoy
'=XAMPL'=: FOR SPAN "t" ON DRAWING USE LOAO WIDTH = "W"/2 + O,H.
2"x 4"x 0,050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O,H, = 9'
LOAD WITH = 9'; l.l. @ 22N/SF BEAM SPAN = 7'-3"
BEAM SIZE BEAM sPAN FOR DESIGNATED LoADS
BEAM LIVE LOAD WIND LOAD
LOAD WIDTH 221#/SF 321#/SF ioo Mp~ 110 MpH
2"x 3"xO.050"TllT BEAM OR 2"x 3"xO.050"EXTRUSION
5 '8'-1" 6'-7" 9'-0"
6 '7'-4" 6'-0" 8'-3"
7' 6'-10" 5'-6" 7'-6"
8 6'-5" 5'-2" . 7'-2"
9' 6'-0" 4'-11" 6'-9"
10' 5'-8" 4'-8" 6'-5"
11' 5'-5" 4'-5" 6'-1"
12' S'-2" 4'-3" 5'-10"
2"x 4"x 0.050"x TILT BEAM
5' g'-g"
6' 8'-11"
7' 8'-3"
8' 7'-g"
g' 7'-3"
10' 6'-11"
11' 6'-7"
12' 6'-3"
2"x 4"x 0.044"x 0.120" S.M.B.
5' 12'-10"
6' ._1-1-'-8:....
7' (1 0' -1 0" ---)
8'-10'-1"..- -
9' ~G~
10' 9'-1"
11' 8'-8"
12' 8'-3"
2"x S"x O.OSO"x 0.120" S.M.B.
5' 15'-2"
6' 13'.10"
7' 12'-10"
8' 12'-0"
9' 11'-3"
10' 10'-8"
11' 10'-3"
12' 9'-9"
2"x 6"x O.OSO"x 0.120" S.M.B.
5' 17'-2"
6' 15'-8"
7' 14'-6"
R' 13'-7"
9' 12'-9"
10' 12'-t"
11' 11'-1"
12' 10'-3"
TABLE 2
EXAMPLE
8'-0"
7'-3"
6'-9"
6'-3"
5'.11"
5'-7"
5'-4-
S'-O"
10'-S"
9'-6"
8'.10"
S'-3"
7'-g"
7'-5"
7'-0"
6'-9"
12'-4"
11'-3"
10'-S"
9'-9"
9'-2"
S'-g"
S'~4"
S'-8"
14'-0"
12'-9"
1t'.10"
11'-1"
1D'--S"
g' -11"
9'-5"
9'-0"
10'-11"
10'-0"
9'-3"
8'-8"
S'-1"
7'-9"
7'-4"
7'-0"
14'-4"
13'-1"
12'-1"
11'-4"
10'-S"
10'-1"
g'-S"
9'-3"
16'-11"
15'-6"
14'-4"
13'-5"
12'-S"
12'-0"
11'-5"
10'-11"
19'-2"
17'-6"
t6'-2"
15'-2"
14'-3"
13'-7"
12'.11"
12'-4"
8'-1"
7'-4"
6'-10"
6'-5"
6'-0"
5'-8"
5'-5"
5'-2"
g'-g"
8' -11"
8'-3"
7'-9"
7'-3"
6' .11"
6'-7"
6'-3"
12'-10"
,11'-S"
, 10'.10"
10'-1"
9'-6"
g'-1"
S'-S"
8'-3"
15'-2"
13'-10"
12'-10"
12'-0"
11'-3"
10'-S"
10'-3"
g'-g"
17'-2"
15'-S"
14'-6"
13'-7"
12'-9"
12'-1"
11'-7"
10'-3"
t
1\
i
I
r
i20 MPH
7'-5"
6'-9"
6'-3"
5' -10"
5'-6"
5'-2"
5'-0"
4'-9"
I:
8' -11"
8'-1"
7'-6"
7'-0"
6'-S"
6'-3"
6'-0"
5'-9"
~
,.
~'~
\
I
I
J
!
i
r
11' ~3"
10'-8"
g' -11"
9'-3"
8'-8"
8'-3"
6' -10"
7'-6"
13'-10"
12'-8"
11'-8"
1 0' .11"
10'-4"
9'-9"
g'-4"
8' -11"
15'-S"
14'-3"
13'-3"
12'-4"
11'-8"
11'-1"
10'-6"
10'-1"
LAWRENCE l!:. bENNETT, r.E.
CIVIL J;NGrNEER " OnvnLOrMF.NT CONSUI.:rANT
P. o. BOX 4368 SOUTH DAYTONA, FL 32121
PltONE 1 (904) 767."774
'AX' , (904) 767-6556
3
49
C COPYRIGHT, 1996
NOT 10 BE REPRODUCED IN WHOLE OR IN A\RT Wintour WRIDEN PERMISSION FROM LAWRENCE E. BENNETT, PE.
<: , ,/1
_") , A ''''
TABLE 2
i'
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f.
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!
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,
~
SChl:EHED eNcLosURES: SCREEN J ViNyl At4d sollb eOVl:h
MAx. ROOF BEAM SPANs FOR SCREEN & VINYL RooMs AND
GLAss ttooMs
WI SOLID ROOFS 6063 T-6 ALLoy
ExAMPLE: FOR 2"x 3"x 0.050"; BEAM SPAN BETWEEN UPRIGHTS USE LoAD WIDTH
TO ENTER TARLE lOAD WIDTH == lW == 1-1'/2 + 2' o.H. == 9'
ENTER TABLE oN LEFT @ 9' & READ SPAN UNDER APPROPRIATE LoAD;
THUS FOR 100 MPH WIND LOADI L.L. @ 18ft/SF SPAN == 6'-3"
BEAM SIZE B~AM spAN FOR VARioUs LoAn coNolrtoNs
lOAD WIDTH 100 MPHI10fl'SF. 110 MPHI22"'SFu 32"SF 120 MpH
2"1( 2"xO.044" EXTRUSION
5' 5'-1 f" 5'-4" 5'-1" 4'-5"
6' 5'-4" 4'-10" 4'-8" 4'-0"
7' 5'-0" 4'-6" 4'-4" 3'-9"
8' 4'-8" 4'-2" 4'-0" 3'-6"
g' 4'-4" 3'-f f" 3'-9" 3'-3"
10' 4'-2" 3'-9" 3'-7" 3'-1"
11' 3'-f f" 3'-7" 3'-5" 2'-f 1"
2"x 2"110.050" EXTRUSION
5' 6'-5" 5'-10" 5'-7" 4'-10"
S' 5'-fO" 5'-4" 5'-1" 4'-4"
7' 5'-5" 4'-1 f" 4'-8" 4'-1"
8' 5'-1" 4'-7" 4'-5" 3'-9"
g' 4'-9" 4'-4" 4'-2" 3'-7"
fa' 4'-6" 4'-1" 3'-11" 3'-5"
11' 4'-2" 3'-9" 3'-9" 3'-3"
--\ 2"1( 3"xO.050" EXTRUSION
6' 7'-8" 6'-1 f" 6'-7" 5'-9"
7' e" 6'-5" 6'-2" 5'-4"
8' 6'-8" ) 6'-0" 5'-9" 5'-0"
g' EXAMPLE l)==3" 5'-8" 5'-5" 4'-8"
fa' 5'-1 f" 5'-5" 5'-2" 4'-5"
11' 5'-8" 5'-2" 4'-11" 4'-3"
12' 5'-5" 4'-11" 4'-8" 4'-0"
2"x 2"xO.090" W/1"x 2"xO.044" EXTRUSiON
7' 8'-3" 7'-2" 9'-7" 8'-8"
8' 7'-9" 6'-8" 8'-11" 8'-1"
g' 7'-4" 6'-4" 8'-5" 7'-7"
1 0' 6'-11" 6'-0" 8'-0" 7'-3"
11' 6'-7" 5'-8" 7'-7" 6'-11"
12' 6'-4" 5'-6" 7'-4" 6'-7"
13' 6'-1" 5'-3" 7'-0" 6'-4"
2"x 3"1(0.050" TILT BEAM WI 1"x 2"1(0.044" EXTRUSiON
T 9'-10" 8'-11" 8'-6" 7'-4"
8' 9'-2" 8'-4" 8'-0" 6'-11"
g' 8'-8" 7'-10" 7'-6" 6'-6"
10' 8'-3" 7'-5" 7'-1" 6'-2"
11' 7"-10" 7'-1" 6'-9" 5'-11"
12' 7"-6" 6'-10" 6'-6" 5'-7"
13' 7"-3" 6'-6" 6'-3" 5'-5"
1
!
LAWRli:NCF: E. bENN~TT, r.E.
CIVIL ENGINEER" OEVEI,orMENT CONSIJI:rANT
P. o. BOX 4368 SOUTH D^YTONA, Fl 32121
PIION~ 1 (904) 767.4774
ru' 1 (904) 767-6556
\0 CfJPYRIGH r. 1996
NOI H) ElE m:PRODUCED IN WHOLE on IN fl\nT WIlHOUT WRlllEN PERMISSION FRoM LAWRENCE E. BENNETT. PE
2
31
I-I elc, HI t",
SCREENED'i:NcLOSUhES: SCREEN I VINYL ANb sULtb t:UVt:1t
TABLE 3:
MAXIMUM HEIGHT OF UPRIGHTS FOR sCRt:eN ANt:) GLAss
ROOMS EXTRUSiONs AND Sf:lF MATING bEAMs OF 608:J t-8
ALUMINUM AllOY
USING SCREEN PANEL WIDTH "W" (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"
9'-2" 8'-6" 7'-11" 7'-6" 7'-1" 6'-9"
2"x 2"x 0.050"
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"
~x~~
'- ---'--'.---'0'-B" 9'-11" ~~:,) B'-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'-10" 1 1'-2" 10'-6" 10'-1" 9'-8" 9'-3"
NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FR~ME WINDOWS W/ GLASS PANES THAT
ARE DESIGNED TO 110 MPH WINO LOAD tlEQUIREMENTS TO THE ABOVE UPRIGHT SIZES
INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED.
LAWRI!;NCE E. nENNE1"t~ P.E.
CIVIL ENGlNlmR '" IJEVEI.orMENT CONSUUANT
P. O. BOX 4369 SOUTH DAYTONA. Fl 32121
PflONE 1 (904) 767.4774
'AX. 1 (904) 767-6556
It) COPYRIGHT. 1996
NOT 10 OE flEPRODUCED IN WHOLE OR IN f1I\IH WITHOUT WRITIEN PERMISSION mOM LAWRENCE E. BENNETT. P.E.
2
33
SCRE~NEb ENClosUFlES: sehEI:N J V'N~L ANIi !;OLtb COVE"
SCHEDULE OF AlLOwAalE LOADS/MAX ROOF AREA FOR ANcHORS
ANCHORS INTO WOOD FOf=l OPEN I3UILDINGS
ALLOWABLE LOAD/Max lOAD AREA(SF) @ 120 MPH WIND LOAD
" ANcHORS 1 2 3
Dla. ANclloR x EMBEDMENT
l/-1"x 1"
lI-1"x 1-1/2"
1/-1"x 2-1/2"
5116"x I"
5/16"x 1-1/2"
v 5/16"x 2-1/2"
3/8"x I"
3/B"x 1 -1/2"
3/B"x 2-1/2"
264/1/"-SF
396/1/16-SF
660/1/27 -SF
312/1/13-SF
468#/19-SF
780/l/32-SF
356#/15-SF
534#/22-SF
B90#/37-SF
528/1/22-SF
792/1/33-SF
1,320#/55-SF
624 H/26-SF
936lf/38-SF
1,5601f/64-SF
7121f/30-SF
l,068/1/44-SF
1,780# /7 4-SF
792#/33-SF
1,188/1/49-SF
1,9801l/82-SF
936#/ 39-SF
1,404111 59-SF
2,340/1/ 97-SF
1,06BIII 44-SF
1,602'" 66-SF
2,6701f/11'-SF
ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD
it ANCHORS 1 2 3
Ofa. ANCHOR x EMBEDMENT
1/4"x 1-1/2"
3/8"x 1-1/2"
1/2"x 2-f/4"
757H/31-SF 1,51411/63-SF 2,271#/95-SF
1,057#/44-SF 2,11411/88-SF 3,17111/132-SF
1,443HI60-SF 2,B86#/120-SF 4,32911/180-SF
THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS
ALLoWABLE lOAD/Max lOAD AREA(SF) @ 120 MPH WIND lOAD
1# THROUGH BOLTS 1
Ola. ANCHOR x(LENGTH = POST THICKt-IESS .. 112")
1/4"x t+1/2" 2,356#/98-SF
3/8"x 1+ 1/2" 5,300HI221-SF
1/2"x t+ 1/2" 9,42611/393-SF
2
.t
1,05611/ 44-SF
1,58411/ 66-SF
2,64011/109-SF
1,24811/ 52-SF
1,872111 78-SF
3,120111130-SF
1,424'" 59-SF
2,13611/ 89-SF
3,5601l/14B-SF
.t
3,02811/126-SF
4,2281#1176-SF
5,772#/240-SF
~
4,712#/196-SF 7,06811/294-SF
10,600lf/442-SF
LAWRENCE~. hENNF;tt, r.E.
CIVIL ENGINEER A: onvELorMENT CONSUITANT
p. O. 80X 4368 SOUTH DAYTONA. FL 32121
PI lONE , (904) 767.477<4
fAX W f (00<4) 767.6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN fl\RT WITHOUT WRlnEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
I
,..
2
28
SChEENED l:NcLoSUhES: SCRI:EN J 1t'NYL ANb SoL.b COVt:h
t'"
--'1
,---
/
I
11)(;1 III ^'A
'IWNI W^I I 1'lJlII IN
--,
ttJU~
"KS '"m" ~....~
. I \II"''''n\\', ___~___
_._ ___~_. I ?~':'~~~~
1- , :,.. , !J IH4" "1'1 II ,,^,.,< ^' 1M:'"''
If' 'I?ONI 1'0:;' Will' 1/'0 . ;(' :,1.4 :;.
MAX r,- IIHlM I ADI f'IJ1lI IN AND 7~" (1 C
...~.;
.-- -~ ..--
1 "'., A ..., fl' ..
-1 Jl .
..., -----1--.
L.__._.-.
TYPICAL CORNER DETAIL
I-IT --- =--1
~=-~---~------(
"- L ---- -I ur~=-=2
;~'^:","~" ,,~~':. '::~ ,'6;':,,,-- {--~::..I:~::~ {
"oco ""'''rD m no"o" ."" "'" ~" '1- . ~
(.1) /J1O x 1,1/7" IN scm:w ROSSI'S ____ ~
I XIS liNG SI A[I ""A Y [IE IISID I[ IN GOOD ----'.-----..-----------....J -nj-'-L
CONOI liON AND ^prlWv[O BY 11 II nUIU)ING -R- A
(1) IIILlI 1/;>- x 3-1/7" Knll-BOlIS .m_.'2, - ~ i;~
::,::,:::~" '0" ,"', """'0 WI.. [II SlD. z~ '. .' .n: __. ___ .-- ~
PI A If 0 ClI I S IEEL WASllr R SEE NO IE n -1 t . . ~ . 11 _ .__, ___
r (ill ';1'[ CIlICA 1I()NS AND AI IT r?NA !lV[ S Il d .~ '._._
~ " ;;----
(I) .1/8" BOl I [OR 3- POS T /-/-.--.--______...../
(7) .1/A- nm IS [OR .r x 4" PO'll
(~) 1/4- x 4- LAG nOI I:; Willi 1.1/4"
rF,Nnl'R WASIf[RS prl~ 4' I'ANU ACHOSS
IIIE [RON I AND 74" O.C. AlONG SIfRS
(WALK. ON)
;>- x :1" orl ,,- x J" 1101.1 OW
S[ [ :,PAN IAn! r IIf AnI: R
TYPICAL UPRIGHT DETAIL
SID! WAI.I fIr.ADER All^CIlEO 10 ,- x
2- . O.04~- ONN !l^CK WillI MIN. (2)
/Jl0 . 1 1/7" SM.s
SII>I_ WAtt f'URUNS ^ 1 'ACltll) 10 t- x
2" x O.OH- OPEN BACK WItH MIN. (2)
'10 x I-I/;;>'" S.M.S. IN SCHEW BOSSES
SIDE WALL PURUNS A lTIICHED TO 1- x
2- x 0.0"4- OPEN BACK 'MTH MIN. (2)
'10 x 1-'/2" S.M.S IN scm:w BOSSES
FRONT AND SIDE BOIlOM RAILS ATTACHED
TO CONCR[lE Win! 1/4" x 7.- II""
MASONRY QlIlCK SET " 6- FRoM EIIOI
POS1 AND 24" O.C. MAX, AND WAILS ^
MIN. f' fROM EDGE OF CONCRETE
AUlMINU'" COVER or 3- S1RUC1URAL
INSULA T[I) AUJMINlIM
HEADER A 11 ACHED 10 POST WITH MIN.
(2) klo x 1-1/2- IN SCREW BOSSES
2" x 2'", ,- x .1" OR 3" x 2" HOlLOW
SEE SPAN TMRES
FOR SNAP EX1RUSIONS CHAIR RAIL
A TTI\CHEO TO POST WITH MIN. (2) klO .
1-1/'" SM.S. IN SCREW BOSSES
l-x2"xO.0"4- OPEN BACK BOTTOM RAIL
1/4" x 2-1/"- MASONRY ANCHOR 0 6-
fROM EAClt POSI ^NO 7"- O.C. "'AX.
LAWRENCE E. bENNETt, P.E.
CIVIL ENGINEER" DEVELOPMENT CONSUl:TANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PIIONE , (904) 767-"774
rAX , , (904) 767-6556
C COPYRIGHT. 1996
NOT 10 BE REPRODUCED IN WHOLE OR IN [)I,RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PI:.
I
r-
2
26
17
/
/
L
-..._- - - --,
{
-- -- - 1"1- - --
-~-
-~
v/
NED t:McLOSUhES: SCREEN I VINYL
r . I X 1IIII',ION I'll! IAIlII
^NCIIOR I" . 2- .0.04 ~ - PI^ II
10 CONCRfl[ WIlli '/~" x 2.1/2"
CONcnUE ANCHOI!S WllIllN 6" or
[^CII slor or EACII POSI AI 74"
O.C. MAX orl Il1l!OllGII ANGI f A I
74" 0 c. MAX
--------
-----
(3) "0 x ,- sMS INTO SCREW SLOTS
.---
MIN J 1/7" 51 All 2:inO PSI CONe
1i.1i 'Oxlll W WM on IIllII! MISII
I" x 2- EX 1RUSION
1-I/B" MIN. IN CONCRUE
VArOI! BARRltR UNDER CONCRE ft
POST TO BASE AND POST TO BEAM DETAIL
7" x 7" 011 7" x .\- OIl 7" 5MB pos I
z Z
L '-'~-I--I~
.. ',., '~F -
~~~- /
I .,trr- .;m I ,- x 2" EXTRUSION
'7 -----. -- .
~ ~. M
---v--~_/-----____ -:! VAPOR !JARRIER
2" x 2" x I/B" ANGLE EActl SIDE
ATTACH 10 POST AND CONCREft
AT toAO BEARING WALL Wlll-I
(2) '10 x 1/2" S.M.S. EACH SIDE
ANellO!! ,.. x 2" x 0 O~~" PI AlE
10 CaNeR,,,. WillI 1/4" x ;>-1/2-
CCNCllr IE ANCHORS WllIlIN 6- or
( ACIi SlOt 01 lAC" POST ^ 1 24-
o C 1.4 A x Oil l11HOllGII ANGU A'
7~" n r. M^X
,/n" 104m IN CONeRI If:
MIN ,\ 1/7" st N] 2~;OO "Sf CONe
f.x!; 10xl0 W W.M on IIB[ll 1.4[511
ALTERNATE POST -TO BASE AND POST TO BEAM DETAIL
LAWRENCE E. bF.NNEl"t, r.E.
CIVIL ENGINEER" DEVELOPMr-:NT CONsm.:rANT
P. o. BOX 4368 SOUT" DAYTONA. FL 32121
NOONE 1 (9041 767-4774
'AX 1/ 1 (904) 767-6556
C COPYRIGHT. 1996
NOT TO 81: REPRODUCED IN WHOLE OR IN fl\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. P.E.
2
25
------
N J VINYL ANn SO Lib ~()Vl:n
SChEENeD ENCLosURES: SCA
(
~ ~ ~
r- ~1t~"..-
~J
.r 1I!A1J1ll I xmUSlON
In x !I/16" 1I.K SI'Ael1J A'
If (j.C. 110111 ';IOI!;
~;, AI ANI
, I U xl. 1/')" '; M.S. OIl W()(lIJ
WOOD scm W (1) PI I! HAl II I!
Oil IHUSS 'A"
[XISlING muss Ol! HAtH.1!
'10 X 3/1" S.M.S OR WQOO
SCRLW SP^CIO AI 12- O.C
,r HOOf PANII
I XI~;lIW; I ^SCIA
/"
/'
/ / ~~/~
o J2i..1
~~".~J--
srAIANI
S II[AOF.R tXlRUSION
'6 x 9/16" IEK SPACED AT
!l" O.C. BOlli SIDES
SF^'ANI
rOR "'^SONRY USE lJ4" ~
1-./1- 1I\PCON ^NCr-lOR OR
EOIML SPACED ^1 24" O.C
FOR WOOO USE tlO x 1-17'2"
5.1,4.5. Oil WOOD SCREWS ,(j
12" O.C.
)- Roor PANEL
~:-~
SI ^' ANI
--.------------ [XIS11NG HOST SmUCTURE
WOOD fRAME, MASONRY OR
OmFIl CONsmUCnON
ROOF PANEL TO FASCIA DETAIL
WAll DETAIL
"'1111 ,; WOOD smuell!Hrs SIIOlII.!) COImf ClIO muss U IS OR 111E SUB-IASCIA fRAMING WHERE POSSIBLE
ONI y 1';'7. 01 SCRIWS CAN Ill. 0l1f<.;1!)! "IF lR . UUllS / SUU -IASCIA AND fllOSE AREAS SIIALL IIAVE
_" S lHUC1UIl[ SIIAU IIAVE MIN. 1--1/1- W^SlfERS
HOST STRUCTURE OR FASCIA AND SU8-F ASCIA CONNECllON REQUIREMENTS
LOAD CONDITIONS
GLASS ROOMS WIND VELOCITY LOADS OEAD + LIVE LoADS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22 II/SF 32 II/SF 57 II/SF
, CONClH IE 1/,,"xll/8" CONCJ~UE SCREWS @ 1/" 0.C.------>(2) @ l' O.C_
) WOOD II~^MI 1/,,"x7" 1M; scmws @ 6" 0.C.------------------>(2) @ 1" O.C.
SCREEN, VINYL, AND CARPORTS
IIOS r 'STRUCTURE 102 MPH 110 MPH 120 MPH
,. CONCm.lI 1/-1 "xl I/S" CONcrw TL SCRCWS
) WOOf) J I~^MI 1/,,"x7" I ^C SCIWWS @ 12"
22NISF 32 II/SF 57N/SF .
@ 17" 0.C.------->2 @ l' O.C.
0.c.------------>2 @ l' O.C.
I
---t_ ;'u_
NOlL: If LO BUILDING DEP~~
MI UM roo nNG SPEClflCA nON, lI,IAl
NIMUM SIlAI.l SUPERCEDE lHESE 'PLANS.
2' 0" MIN.
1III0m ,,101'1
./
NO 11 r Illlll ML'ill CONcm II I)or S
NO I m alJlm Willi. MI SI I
II A 1 ~;I OPI. / NO roo IIN"
(J 7-/17"
Nrlll NO 100llN(; rxuPI WllrN ANmIS<;INC rnO<;ION
MIN '):)OU PSI. CONCH!. 'I. w/ 6 . 6 to x 10
W111J1 I) W1Rf '-AI. SI' OIl I lIJEll Mr SII CONCHr 11
SLAB DEl AILS ADDRESSING
LAwRtmcE E. nt~NNE"'t, P.E.
CIVIL "NGlN""R '" OEvm.OI'Mf;NT CONSIJI.TANT
P. O. BOX 4368 SOUrfl DAYTONA. Fl 32121
PHOIIE I (904) 767-177~
FAX' I (901) 787-6556
C COPYRIGlfT. 1996
NOT 10 BE REPRODUCED IN WHOL'" OR IN no-RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
This rm:t((IIIl~nt Prcpllrcd Oy:
NQll1o__J:. _ ____....._. ___
Addles!
111111111111111111111I 11111111111111/ IIIIHlli lifi .,
9&116270
, .--.-'......- '-'._'~
Rcpt: 111343 R ~
DS ec: 0.00
11/:05/Q 0.00 IT: 0.00
76 _____ Dpty Clerk
PCI mil No
NOTICE OF COl\lMENCEMffN'I'
TII" folio No.
ST ^ TE OF. FLORI DA
COUNTY OF _ P!\.SCQ.
JED PITTMAN, PASCO COUNTY CLERK
11/05/96 12:25p. 1 of 1
OR BK 3&53 PG 1999
TJlE UNDERSIONED herchy l,liVClll1otice thot impl'llVCIlIl!llt wIll he lllode In ccrtnin renl !,wperl)', llnd in nceoflfnflce wilh
ChlllJtcr 7 I :~, Florid" Stnlutcs, the fullowing infonnotion 19 provillcd illthi!; Notice of Commencement
I, Descripllon of propcl1y: (Iegol dt!~criplioll of prupcrty, nnd street lIddress if Ilvnilnble)
34-25-21-0010-01300-59
2. (j~llernl dcscriptil1llllf improvcmellt:
MANUFACTURED HOME
J. Owner ill li)llllnl inn
II. NnmclIlldnddr('!';s: Grand Horizons, Inc. 7645 Greenslope Dr. Zephyrhills, FL 33541
b. Intcrcst ill propelty: Owner
c. Nome nlld ntldrcss or fee simple. tilleholdcr (if olher thall o\\"lIer):
4. COJl(rnclor:
n. NnlllcQndnddrc!is: Wayne Butterfield 38930 Butterfield Lane, Zephyrhil1s, FL 33540
h. Phone 1lt1lHhcr 813 - 7 8 8 - 5 440 '
c. FAx number (opliollOI, if service hy (Q:'!. iSllcceplllblc)
.5. SlIIl:t)'
n. Nnmeolldoddres!): Lee Reed Insurance P.O. Box 908 Zephyrhills, FL 33539-0908
b. Amount o(bond $ 5.000.00 .
c Phone number: 782-5502
d. fox number (OptiOIlAI, if service by fux is occcptnbk):
(,. I.ender
n. Nomelllldnddless:Ford Consumer Finance Co., Inc. 4010 Boyscout Blvd. ,Ste 500 Tampa, FI
h. Phone lIumber: 800-289-9373
c. Fox numher (optionnl, if !icryicc hy filX is nccep(l1bk~):
7. Pel~clll6 withinlhe Slllte or Floridn de9ignnled by OWller IIPl'" whom nolices or- other documents may be served 8S
pr<widecl by Section 71 J.13( I )(0)7" Florida Sllllutes: . .
o. Nnmo nnd nddre!l!l:
d'" l
~'a IHrm2~~~lda:
-gj ~~ r::-t)!L-
:r: .1,\:'0 ~ \!fH1 1'(3$ "MOIj:lO Ort! ON'v1-i
Ai"' SS3i-!11iv\ '3~tHO SIHl NI ffi:lO:)3H 0118(1-' :K) HI)
31U tlO IN3rfrooa 3Hl:f0 AdO:) 1:l3l:ll:<<):) UNV 3n~a
~ 51 f)NIQ~3l:lOj 3HJ. IVHl A;lJ.}j30 OJ. Sf S:Hl
OOS'f d :lO ,'--INn' ','J
VOIUQ1;l =JQ ;U:~.l.S
BUILDING PERMIT
Permit N!
CITY OF ZEPHYRHILLS
(813) 788-6611
- - 6190 {J
Date 1t;.-;;)..3 -,9 6
c;;l
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcell.D. #
Zoning: 1J Energy Code:
Description of Work _AL;'~
~J1;11i
. cf-~, --h -- ...
Water Meter:
~
T.I.F.'s:
Radon Gas:
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
P~rmit Fe~J;)
Signature ~
Company
Address
Telephone#
Valuation or
Contract Price
~O-V.er0
City License Registration # IS....3:i:S
State Certified License#
~~A~~ (~/uL~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Roughtn
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway /O~2. 'Y-Cf~eag
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
C. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
,'0
\C, \j
Proposal
DUKE CONSTRUCTIONfc
7Y.50 -;v 6134 7th Street COt1/Crc e..-..
Zephyrhills, FL 33540-2500 ._..-;
813-783-3817 788, ~J 00
Lic. # 08432 . Pasco # 009340 · Insured & Bonded
Proposal No.
.
Sheet No.
Date / (J ~/ 5'-96
Name
Street
City
State
Telephone Number
Work To Be Performed At
Street
City
Date of Plans
Architect
State
S/j~c.
We hereby propose to furnish and perform all the labor necessary for the completion of
All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings
and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of
- . Dollars ($ ('){) 0 (; a ).
With payments to be made as follows: () J
Any alteration or deviation from above specifications .involving extra costs, will be executed only upon written orders,
and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or
delays beyond our control. Owner to carry fire, tornado and other necessary 'nsura}]ce upon above work. Workmen's
Compensation and Public Liability on above work to be taken out by ,(:('...
Respectfully submitted
Per (jU ~ 7fsoA/
Note-This proposal may be withdrawn by us if not accepted within days.
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do
the work as specified. Payment will be outlined as above.
Accepted
\~ ~ d-.n ~ ~
Signature
r~~~
Date
Signature
. ,
TYSON CONCRETE
6134 SEVENTH STREET
ZEPHYRHILLS, FLORIDA 33540-2500
813-783-3817
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