HomeMy WebLinkAbout96-6188
BUILDING PERMIT NO
CITY OF ZEPHYRHILLS Permit.
(813) 788-6611
618~
Date
'f) - ~3 - 7' t,
JjtJ'. tlV
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner: "'~~ ~J./.A, Water Meter:
Job Address: dJ'- /;0 T_I.F.'s:
Parcell.D. # 3!,/-.;lS-;l/-ODICJ- 080 u- b 0
Zoning: Energy Code: Radon Gas: ~:- 9;Z
Oe.c';Pt;onofwo"'~,..,t-.-/..r.z-~ ~- ~~- c~
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
Pe'm;tFee~ ~
Signature ( -~.
Company
Address
Telephone#
Valuation or
Contract Price ~~S C77J r cr-v
City License Registration # / V b ~
State Certified License#
Y1;L:;~ !r:~
I
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ft.. (I tt ~
Pre SLB /I"'-{ ,/
Lintel
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
L Final
Driveway ~ ---2 J/ J [,-
(<, r //-d--S:-9~8)L-L
'Pr~i{~y 1/1.-1f;7 8/(1
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade:
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
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 ZEPHYRBILLS
BUILDING DEPARTMENT
G fLA-t-J J. Ho (L( ;:, ~ C;
OWNER'S ADDRESS G< D ,~r:.. ;}:L tj s- ~ Ad rz C1v .4
(
7" 6 if..s r;~tEE ~~L.opti:. () tl- '
LEGAL DESCRIPTION: LOT(S) 60 BLOCK
PARCEL I.D.' 3t.f- L s--3.J -(JO 10 - Of 300
IlORK PROPOSED:_lIew Coostructioo ~itiOll --..AlterattOll
_Sign _Move
OWNER'S NAME
PHONE 3S2 -S-~3-17/1
"33 5"#
'2 - f{r(/s-'
JOB ADDRESS
SUBDIVISION
~ r2-~0 {{s(J2..1 UJ ~...-f
(OBTAIN FROM PROPERTY TAX NOTICE)
_Repair _Install
_Deaolish
PROPOSED USE: _Single Feaily
---.Jtl F
_, of Units
~M/H
Lother
_eo..ercial
_Indust.
_Swia. Pool
_Restaurant it Health Departaent Approval
DESCRIPTION OF WORK:{4tz-~dZ.-r - '))T; ((11 PM - ~~aJ() ,k?~.- (;II)C~ti12
BUILDING SIZE: X Square Feet, Height
RESIDENnAL: ATTACH (2) PLOT PLANS it (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.
~~ING
$
~ C;e>O.
PERMITS REOUESTED
Valuation of Total Construction
_ELECTRICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
--1IECllANlCAL
$
Valuation of lIecbanical Installation
_PL~ING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fr_e _Steel A- {J ) fp..r ---
PINISBED FLOOR ELEVATIONS:
PT.
IS PROJECT IN FLOOD ZONE AREA?
Other
YES~
...**.....................*..*.*..........
lIilllBl!R a
SignaturU
CONTRACTOR SECTION
COIIPANY ~/Z, G 7E~/
~. .~ State Cert. or Regist. .
~ ~ (:1 tl... License Registration'
......**......**..*..**..**.*.....*.....*.
RT.RCTRICIAN
COMPANY
State Cert. or Regist. f
City License Registration .
...................*...*..................
SiDnAture
PLIDIBER
COMPANY
State Cert. or Regist. .
City License Registration f
.*......*......**.**........**.....**..*..
Signature
-
IlECHANICAL
COMPANY
State Cert. or Regist. f
City License Registration .
*.....**..*...*.**....*.*...**............
Signature
OTRRR
COMPANY
State Cert. or Regist. ,
City License Registration #
....*....*.......*........*..............*
Signature
APPLICATION APPROVED BY
PERKIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Tbe undersigned understands that this pertit lay be subject to udeed restrictions" wbich lay be lOre restrictive than City
regulations. Tbe undersigned assUJes responsibility for cOJpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the 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 the 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 wbat licensing
requireJents lay apply for the intended work, they are advised to contact the City of Zepbyrbills Building DepartJent, (813)
788-6611.
FurtberlOre, if the owner bas bired a contractor or contractors, be is advised to bave tbe contractor(s) sign portions of the
uContractor Sections I of this application for wbicb they will be responsible. If you, as the owner sign as the contractor,
you are indicating tbat you, rather than the contractor, are responsible for the work. If the contractor wisbes you to sign
as contractor that lay be an indication that be is not properly licensed and is not entitled to pertitting 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 uFlorida's Construction Lien Law - HOIIeowner's Protection
Guide" prepared by the Florida DepartJent of Agriculture and ConsUJer Affairs. If the applicant is sOleone other tban the
lowner", I certify that I bave obtained a copy of the above described dOCUJeDt and prOlise in good faith to deliver it to the
"owner" prior to cOlJeJlceJent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify tbat all tbe inforaation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is bereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation bas cOlleDced prior to issuance of a pertit and that all work will be perfoIJed 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 governJeDtal agencies JaY apply to the intended work, and that it is
IY responsibility to identify wbat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
* DepartJent of Environlental Regulation - Cypress Baybeads, Wetland Areas and EnviroDJeDtally Sensitive Lands,
Water/Wastewater TreatJent
* Southwest Florida Water ManageJent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
* Arty Corps of Engineers - Seawalls, Docks, Navigable Waterways
* DepartJent of Health & Rebabilitative Services, EnvirODJeDtal Health Unit - Wells, Wastewater TreatJent, Septic Tanks
* US EnvirODlental Protection Agency - Asbestos abateJent
I also certify that, if fill laterial is to be used in Flood ZOne "AI or "A, etc. ", it is understood that a drainage plan
addressing a uCOlpensating volUleu will be sublitted which is prepared by a professional engineer registered in the State of
Florida p'rior 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 issuance of a pertit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued shall beCOle invalid
unless the work authorized b, sucb perlit is cOllenced within six IOntbs of issuance, or if work authorized by the pertit is
suspended or abandoned for a period of six IOntha after the tile the work is coaenced. One 90 day extension of tile, la' be
allowed for the PerJit with fee cbarge of $15.00. Tbe extension sball be requested in writing to the Building Official. An
approved inspection lUst be logged during eacb six IOnth period, or the project will be considered abandoned.
WARNING '1'0 OVlfER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINAHCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. JOBS UNDER $2,500 IN VALUE 00 NOT NEED TO RECORD AND POST A "NOTICE OF COMMEHCEMENTu.
,-0 -~Cd C . ~~ '>G r
SIGNAtuRE: OR AGENT SIG E: CONTRACTOR
STATE OF FLORIDA
COUNTY OF ~
The foregoing instrument was acknowledged
before me thi~, 19~ by
NO~ L... &q,,~
who is ~ersonallv known to me or who has
produced
as identification and who did/did not
~lJ}~x1t ~ JftLJ
(Signature) -
STATE OF FLORIDA
COUNTY OF P Q-SU)
The foregoing instrument was acknowledged
before me this~.~ , 19~ by
Mc~ L. ~eR.
who is .personallv known to me or who has
produced
as identification and who did/did not
take an~Ji~AQJLt'Jt~
( Signattre)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
~~(+ KIMBERLEE SCHARLAU
Jj My Commission CC361276
* * expires Apr, 04.1998
"'>.: Bonded by ANB
"IiOFp,.~" 800,852-5878
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
W "',,"ERLEE SCHARV\"
My Commiesion CC361276
* * Expires Apr, 04.1998
Bonded by ANB
'?,1i0Fp,.~" 800-852-5878
,
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tlCRIINEb IENCLOIUMI!I! .C"~EN/VINfLj"'ANb SOLlb CoVle1l
.
."~*"""l.l;"\' 'j>:"... ,',
2"x_L BEAM SEE TABLE 4
OVERHANG VilRIFS -~-
2' -0' MAX.
u... "W" --
FOR MAX,
UPRIGHT
LENGTH 1",. 2"
3-1/2" SLAB ON GRADE
OR RAISED roOTING
VARIES NO t.4AX, (ElEV. SLAB OR ON GRADE)
TYPICAL GLASS ROOt.4 WITH SOUD ROOF. TYPiCAL FRONT VIEW rRAt.4tNG
. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF l"x2" PLAn: TO BOnOt.4 or WALL BEAM)
ALUMINUM PANEL COVER
---: rl~ WI' ~-r wfi
~
/'l
%/
2"x ! BEAM AND COlUt.4NS
MAx.cOlUMNS, SPACING
SEE TABLES
'.x2.xO.040.
!-
N
T-1
''I( VARIES
L
I "t.
TYPICAL GLASS ~ObM \';,: ,.
!oJ
0::
~
U
::;)
I!:
fI)
CI
z
1=
VI
X
w
..f
NOTES' :.<-,.j ,~:. t'
I, ANcHOR 1. ,. 2. opEN BACK EXtRUSION WITH TAi'coN 1I4.1l2~1/4. lENGTH oR EQUAL
MAX. or 2'-0" O,C,. ' .') ,'J .;"'
ANCHoR to wALL WITH 1-1/2. 1'0 SIAS WITH wASHERS 2'-:-0' O.C. ~^ClNG ,
ANCHOR SEAM AND COlUMN KNEE BEAt.4 WITH ANcHolt CLfpsANo,ll0!lCREWSANtI
WASHERS . . .. ,
2, UIN, SlAb t1-JlcKNESS FOR SLAe ON CRAoE I~ 3-i/2. CONCRElt:
J, SEuct "RaNt WALL BEAM FROM tABU: USING LARGER .A. VALUE or. W/1 oR W/2.f.oJI,
4, 'W IS CLEAR DISTANCE FRoM HOST STRUCTURE TO r~oNt WAll bEAM
LAWUNCE~. :bENNEttt t.E.
ova BNGlNllEk , bBvBLoPMllNT toNsUttAN't
Po o. bolt .belt SOliTH ~ytoNA. ~L 3212i
PIll:lN! i (lIb.() t81-4t74
FAll , t (904)181-11558
w,'. ~... 'J .....,)." ;.".'.,,\," "" " . ,'..,.... "" .,
o COPYRIGHT, 1996 '. .
NOTTO BE REPRODUCEO IN WHoLE OR IN ~AtWttHOU" WRiTteN pI:RMjSSIO~ f:l:loM LAWRENCE t. BENNI:t1','P.E. .
.~".
ATTACHEb ALUMINUM COVI:RS
SEE CONNECnON DETAIL
2" x 4" LUMBER TOP PLA TE wm~ Roor
w cj 2" x 2" x 0.044" ALUMINUM OR
::E
0 0 2" lC 4" AT 24" O,C. LUMBER
I
~ ~
N
iii I- SHEA THING: 1/2" I'L YWOOO OR
0 <(
::E STRUCTURAL GRADE l1-tERMAL PLY
VI
C> 0 Wll1-t SIDING
z ~
1=
VI VI
X ~
w 2" x 4" P. T.I',pLA TE w/ 3/8" lC
)( /
. 4-1/2" CONCRETE ANCHORS
N
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" " n 044" ALLlMINUM OR
C' x .." AT 24" O.C, LUMBER ;)
SHEA THING: 1/2" PL YWOOO OR
STRUCTURAL GRADE THERMAL I'l y
WITH SIDING
w
::E
o
I
~
~ ----------- "W'" VARIES
::E
~ FOR FRONT BEAM USE 'L'=W/2+0.H,
1=
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SHED IS FRAMED WALL ATTACHED TO
HOST STRUCTURE
1/2" l-BOlTS fOR 2" x 4" P.t. "LATE
OR CONCRETE ANCHORS AT 4'-0" D.C.
/
SEE CONCRETE DETAILS
UTILITY SHED AND CARPORT WALL SECTiON
NOTES:
1. ANCHOR PANS TO HEADER CHANNEL WITH (3) "0 x 1/2" S,M,S. W/ WASHER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) "0 x 1/2" s,M,s, W/ WASHER.
3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" lC 3" CONCRETE ANCHORS,
4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" 5,5, Mlt
LAWltENCE E. tlENNE1'1'; P.E.
ava IlNGINEI!R .l t>BVBLOI>MIlNT cONSUttANT
P. 0, BOX 4368 soum DAYTONA, r:L S2121
"HONE i (904) 787-4714
FAX. i (904) 787.~55fl
o COPYRIGHT,1gge,
Not TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSIoN J:F10M I.A\iiRENCE t bENNI:tl; P.". '
.3
40
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,~
.,
'Jr'."
ATTACHED ALUMINUM COVERS
TABLE 1
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.
1-1/4"x 0.032"
100 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"
100 MPH w. l.
110 MPH W, L
-t2QMe.!:! W. L
Y"X O.~O
00 MPH W. L
110 MPH W. L
120 MPH W. L
7'-2"
6'-5"
5'-10"
8'-5"
7'-6"
S'-10"
7'-5"
6'-8"
6'-1"
8'-9"
7'-1 0"
7'-1"
11'-5"
10'-3"
9'-6"
13'-2"
12'-0"
11'-0"
LIVE LOAD: ALL BUILDING TYPES
O.H. CONDITION NO O. H.
1-1/4"x 0.026"
20 II/SF L L 7'-0"
30 II/SF L L S'-g"
1-1/4"x 0.032"
20 II/SF L L 8'-3"
30 II/SF L L S'-g"
1-314"x 0.026"
20 II/SF L l. 7'-4"
~~SFLL 6~~
1-314"x 0.032"
20 II/SF L L 8'-7"
30 II/SF L L 7'-0"
3"x 0.026"
20 II/SF L L 11'-10"
30 II/SF L L 9'-4"
3"x 0.032"
20 II/SF L L 13'-4"
30 If/SF L L 10'-6"
7'-5" 8'-2"
6'-8" 7'-6"
6'-2" 7'-1"
8'-8" 9'-3"
7'-g" 8'-6"
7'-1" 7'-11"
7'-7" S'-S"
6'-11" 7'-g"
6'-4" 7'-3"
g'-O" 9'-7"
S'-1" S'-g"
7'-5" S'-2"
11 '-6" 11'-9"
10'-5" 10'-9"
g'-S" 10'-1"
<G:::~ 13'-7"
~ 12'-5"
11 '-1" 11 '-5"
1'0. H. 2'0.H.
7'-3" s'-1"
6'-1" 7'-0"
S'-6" 9'-2"
7'-0" 7' -10"
7'-7" s'-4"
6'-4" 7'-11"
s'-10" g'-S"
7'-4" S'-1"
12'-0" 12'-5"
9'-6" 9'-11"
13'-6" 13'-11"
10'-8" 11'-1"
12'-3"
11 '-4"
10'-7"
14'-0"
12'-10"
11'-10"
3'0.H.
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.1!:.
Clvn. ENGINEER &: DEVELOPMENT CONSUITANT
p, 0, BOX 4369 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767-4774
FAX' 1 (904) 767-6556
3
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN flI.RT WITHOUT WRIITEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
46
"....
.,
ATTACHED ALUMINUM COVERS
TABLE 4
MAX. ROOF AF :A FOtl ALUMINUM POST FOR CARPORTS &
OPEN BUILDIN ~S
FOR ALLOWABLE ROOF AREA U' F:: "AREA" = S x (W/2 + o.H,)
EXAMPLE: "S"= 7' , W = 12', & O,H += 2'THUS: "AREA" = 56 SF
MAX. ALLOWABLE ROOF AREA IN SQUARE FEEt
WIND LOAD(MPH) OR LIVE + DEAD LOAD(HISF)
100/1a 110/22 120/24 125/32 164/55
POST TYPE
MAX HGT @ MAX LOAD IN #
--. --- -. -- --- _._-
3"x 3"xO.040" ROll FORM.
10'-0"
11'-8"
13'-4"
15'-0"
3"x 3"xO.060" ROLL FORM.
11'-0" 3,600 200 164
12'-10" 2,700 150 123
14'-8" 2,100 117 95
16'-6" 1,575 88 73
3:'x...a::.xo.060" SCALLoPED OR FLUTED. t:X.'..R.. .U. SloN 6063 T-6 ALLOY
Cu'-lQ::) ._~,~Qe) 189 155
13':fo" . 2,556 142 116
15'-10" 1,988 106 87
17'-10" 1,491 83 68
3"x 3"x 0.90"TUBE EXTRUSION 6063 T-6 ALLOY
11'-10" 5,184
13'-10" 3,888
15'.10" 3,024
17'-10" 2,268
3"x 3"x 0.125" TUBE EXTRUSION 6063 T-6 AllOY
13'-9" 6,912
16'-1" 5,184
18'-4" 4,032
20'-7" 3,024
4"x 4"x 0.125"TUBE EXTRUSION 6063 T-6 AllOY
15'-9" 9,312
18'-5" 6,984
21'-0" 5,432
23'-8" 4,074
. ALl(]( 3105 H16
1, THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
2,381
1,786
1,389
1,042
132
99
77
58
288
216
168
126
384
288
224
168
517
388
302
226
-
TABLE 5
ISOLATED FOOTINGS
108
81
63
47
236
177
137
103
314
236
183
137
423
317
247
185
99
74
58
43
150
113
88
66
142
107
80
62
216
162
126
95
288
216
168
126
388
291
226
170
74
56
43
33
43
33
25
19
113 65
84 50
66 38
32 29
107 62
80 46
62 35
47 27
162 94
122 71
95 55
71 41
216 126
162 94
126 73
95 55
291 169
218 127
170 99
127 74
MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING
L FOR BELOW LISTED WIND VELOCITY
UPLIFT OADS
FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH
POURED CONCRETE
1'-0"X 1'-0"X 1'-0" 29 25 21
l'-4"X l'-4"X 1'-4" 86 72 61
l'-6"X l'-6"X 2'-0" 163 136 116
1'-8"X 1'-8"X 2'-0" 187 156 134
l'-8"X l'-8"X 2'-6" 275 229 196
2'-0"X 2'-0"X 2'-0" 346 288 257
2'-6"X 2'-6"X 2'-6" 463 386 331
PRE-CAST SLAB WI 801 SACK-CRETE
& BACKFill OVER SLAB
l'-4"X1'-4"X2'-4" 117 97 56
LAWnENCF, E. Bl!;NNETT, P.E.
CIVIL ENGINEER .\ DEVELOrMrNT CONsuttANT
p. 0, BOX 4:369 SOUTH DAYTONA, FL 32121
PHONE 1 (004) 767.4774
rAX W 1 (904) 767-6556
t't~ '
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 NO O.H. l' o. H. 2'0. H. 3'0. 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" (1;5
100 MPH W, L. 18'-10" 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. 1'0. H. 2'0. H. 3'0.H.
3"x 0.026"
20 #/SF L. L. 16'-1" 16'-2" 16'-7" 1 7'-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 PI-US OVERHANG.
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE LL TABLE GOVERNS,
LAwRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlTANT
P. 0, BOX 4368 SOUTH DAYTONA, Fl 32121
PHONE 1 (904) 767.4774
FAX W 1 (904) 767.6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN Fl".RT WITHOUT WRIITEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
3
47
ATTACHED ALUMINUM COVEns
MAX. ROOF BEAM SPANs FOR CARPORTS, SCRt::EN & 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 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9'
LOAD WITH = 9'; LL. @ 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 NlPH 110 MI'H
2"x 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION
5 'B'-1" 6'-7" g'-O"
6 '7'-4" 6'-0" 8'-3"
7' 6'-10" 5'-6" 7'-6"
8 6'-5" 5'-2" 7'-2"
g' 6'-0" 4'-11" 6'-9"
10' 5'-8" 4'-8" 6'-5"
11' 5'-5" 4'-5" 6'-1"
12' 5'-2" 4'-3" 5'-10"
2"x 4"x 0.050"x TILT BEAM
5' g'-g"
6' B'-11"
7' 8'-3"
8' 7'-g"
g' 7'-3"
10' 6'-11"
11' 6'-7"
12' 6'-3"
2"x 4"x O.044"x 0.120" S.M.B.
... -,---.. 5' 12'-10"
Ct:. -"'."--- tg:-1f)
~-'-'-g~'::::::6" .-
10' 9'-1"
11' B'-B"
12' B'-3"
2"x 5"x 0.050"x 0.120" S.M.B,
5' 15'-2"
6' 13'-10"
7' 12'-10"
S' 12'-0"
g' 11'-3"
10' 10'-S"
11' 10'-3"
12' g'-g"
2"x 6"x 0.050"x 0.120" S.M.B.
5' 17'-2"
6' 15'-S"
7' 14'-6"
8' 13'-7"
g' 12'-9"
10' 12'-1"
11' 11'-1"
12' 10'-3"
TABLE 2
EXAMPLE
B'-O"
7'-3"
6'-9"
6'-3"
5' -11"
5'-7"
5'-4"
5'-0"
10'-5"
9'-6"
B'-10"
B'-3"
1'-g"
7'-5"
7'-0"
6'-9"
12'-4"
11'-3"
10'-5"
g'-g"
9'-2"
S'-g"
S'-4"
S'-S"
14'-0"
12'-9"
11'-10"
11'-1"
10'-5"
g' -11"
9'-5"
g'-O"
10'-11"
10'-0"
9'-3"
8'-S"
S'-1"
7'-9"
7'-4"
7'-0"
14'-4"
13'-1"
12'-1"
11'-4"
10'-B"
10'-1"
9'-B"
9'-3"
16'-11"
15'-6"
14'-4"
13'-5"
12'-S"
12'-0"
11'-5"
10'-11"
19'-2"
17'-6"
16'-2"
15'-2"
14'-3"
13'-7"
12'-11"
12'-4"
B'-1"
7'-4"
6' -10"
6'-5"
6'-0"
5'-B"
5'-5"
5'-2"
g'-g"
8' -11"
B'-3"
7'-9"
7'-3"
6' -11"
6'-7"
6'-3"
12'-10"
11'-S"
10'-10"
10'-1"
9'-6"
9'-1"
B'-B"
B'-3"
15'-2"
13' -1 0"
12'-10"
12'-0"
11'-3"
10'-8"
10'-3"
9'-9"
17'-2"
15'-8"
14'-6"
13'-7"
12'-9"
12'-1"
11'-7"
10'-3"
120 MPH
7'-5"
6'-9"
6'-3"
5' -10"
5'-6"
5'-2"
5'-0"
4'-9"
8' -11 "
8'-1"
7'-6"
7'-0"
S'-B"
S'-3"
S'-O"
5'-9"
11'-3"
10'-8"
g' -11"
9'-3"
B'-B"
S'-3"
6' -10"
1'-6"
13'-10"
12'-8"
11'-S"
10'-11"
10'-4"
g'-g"
9'-4"
B' -11"
15'-S"
14'-3"
13'-3"
12'-4"
11'-S"
11'-1"
10'-6"
10'-1"
LAWRENCE E. BENNETT, 1'.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlTANT
PO. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX' 1 (904) 767.6556
3
49
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN flI.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PE.
!"(
tlo\,' "
{O I,
<; (c( -"'1
~,.,oY'l
I -
<." ,
_") y0 A ''''
SCREENED ENCLOSURES: SCREEN I "aMYL AND SOL.D COVER
TABLE 2
MAX. ROOF BEAM SPANS FOR SCREEN & 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. == g'
ENTER TABLE ON LEFT @ g' & READ SPAN UNDER APPROPRIATE LOAD;
THUS FOR 100 MPH WIND LOADI L.L. @ 18#/SF SPAN == 6'-3"
BEAM SIZE BEAM SPAN FOR VARIOUS lOAD CONDITIONS
lOAD WIDTH 100 MPH/18#ISF* 110 MPHI22#/SFH 32#/SF 120 MpH
2"x 2"xO.044" EXTRUSION
5' 5'-11" 5'-4" 5'-1" 4'-5"
6' 5'-4" 4'-10" 4'-8" 4'-0"
l' 5'-0" 4'-6" 4'-4" 3'-9"
8' 4'-8" 4'-2" 4'-0" 3'-6"
g' ~ 3'-11" 3'-9" 3'-3"
10' 4'-2" 3'-9" 3'-7" 3'-1"
11' 3'-11" 3'-7" 3'-5" 2'-11"
2"x 2"xO.050" EXTRUSION
5' 6'-5" 5'-10" 5'-7" 4'-10"
6' 5'-10" 5'-4" 5'-1" 4'-4"
l' 5'-5" 4'-11" 4'-8" 4'-1"
8' 5'-1" 4'-7" 4'-5" 3'-9"
9' 4'-9" 4'-4" 4'-2" 3'-7"
1 O' 4'-6" 4'-1" 3'-11" 3'-5"
11' 4'-2" 3'-9" 3'-9" 3'-3"
2"x 3"xO.050" EXTRUSION
6' 1'-8" 6'-11" 6'-7" 5'-9"
( l' 1'-1" 6'-5" 6'-2" 5'-4"
g' 6'-S" 6'-0" 5'-9" 5'-0"
9' EXAMPLE 6'-3" 5'-8" 5'-5" 4'-8"
10' 5'-11" 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.o44" EXTRUSiON
l' 8'-3" 1'-2" 9'-7" 8'-8"
8' T-9" 6'-8" 8'-11" 8'-1"
g' 1'-4" 6'-4" 8'-5" 1'-7"
10' 6'-11" 6'-0" 8'-0" 1'-3"
11' 6'-7" 5'-8" 7'-]" 6'-11"
12' 6'-4" 5'-6" 7'-4" 6'-7"
13' 6'-1" 5'-3" 1'-0" 6'-4"
2"x 3"xO.050"Tll T BEAM W/1"x 2"xO.044" EXTRUSION
7' g' -10" 8'-11" 8'-6" 7'-4"
8' 9'-2" 8'-4" 8'-0" 6'-11"
g' B'-B" 1'-1 0" 1'-6" 6'-6"
10' B'-3" 1'-5" ]'-1" 6'-2"
11' l' -1 0" 1'-1" 6'-9" 5'-11"
12' 1'-6" 6'-10" 6'-6" 5'-]"
13' 1'-3" 6'-6" 6'-3" 5'-5"
LAWRENCl<: E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUt:fANT
PO, BOX 4368 SOUTH DAYTONA, Fl 32121
PHONE 1 (904) 767.4774
FAX' 1 (904) 767.6556
iC COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN mRT WITHOUT WRIHEN PERMISSION FROM LAWRENCE E. BENNETT, PE
2
31
t~ e\c] H Tk
SCREENED ENCLoSURES: SCREEN I VINYL AND SOLID CoVl:h
TABLE 3:
MAXIMUIVi HEIGHT OF UPRIGHTS f:'OR SCREEN AND GLASS
ROOMS EXTRUSIONS AND SELf:' MATING BEAMS OF 6063 T-6
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"
.-......... (.48"
(36" 42" 54" 60" 66" 72" 78"
EXTRUSION '-
t,\ - rOC 1"'- 2"x 2"x 0.044"
..--- --------.....
2"x 2"x 0.05O( ~~. ~. 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'-10" 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'" DEVEI.OrMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767.4774
FAX' 1 (904) 767-6556
<<:I COPYRIGHT. 1996
NOT 10 BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E BENNETT. PE.
2
33
SCREEHEb ENCLOSURES: SCREEM J VINYL AND 90Ltb CO"Eh
SCHEDULE OF ALLOWABLE LOADS/MAX ROOF AREA FOR ANCHORS
ANCHORS INTO WOOD FOR OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD
1# ANCHORS 1 2 3
Dia. ANCHOR x EMBEDMENT
1/4"x 1"
1/4"x 1-1/2"
1I4"x 2-1/2"
5/16"x 1"
5/16"x 1-1/2"
d(1[:~_~
3/8"x 1"
3/8"x 1-1/2"
3/8"x 2-1/2"
264#/11-SF
396#/16-SF
660#/27 -SF
312#/13-SF
468#/19-SF
780#/32-SF
356#/15-SF
534 #/22-SF
890#/37 -SF
528#/22-SF
792#/33-SF
1,320#/55-SF
624#/26-SF
936#/38-SF
1,560#/64-SF
712#/30-SF
1,068#/44-SF
1,780#174-SF
792#/33-SF
. 1,188#/49-SF
1,980#/82-SF
936#1 39-SF
1,404#1 59-SF
2,340#/ 97-SF
1,068111 44-SF
1,602#1 66-SF
2,67011/111-SF
ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD
1# ANCHoRS 1 2 3
Dla. ANCHOR x EMBEDMENT
1/4"x 1-1/2"
3/8"x 1-1/2"
1/2"x 2-114"
757#/31-SF 1,51411163-SF 2,2711#1 95-SF
1,057#/44-SF 2,114#/88-SF 3,171 #/132-SF
1,443#/60-SF 2,886#/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
018. ANCHOR x(LENGTH = POST THICKt-IESS + 112")
1I4"x 1+ 112" 2,356#/ 98-SF
3/8"x t+1I2" 5,300#/221-SF
1/2"x t+ 1/2" 9,426#/393-SF
2
4
1,05611/ 44-SF
1,584#1 66-SF
2,64011/109-SF
1,248111 52-SF
1,87211/ 78-SF
3,120#/130-SF
1,424111 59-SF
2,136#1 89-SF
3,56011/148-SF
4
3,028#/126-SF
4,22811/176-SF
5,772#/240-SF
3
4,712#/196-SF 7.068#/294-SF
10,600#/442-SF
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUITANT
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 Fr\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
.
2
,..
28
SCREI:NEb I:NcLOStJRI:S: SCREEN J VINYL AND soLID COVER
"1',,,----;:,.-
.-.--1
------- .
{
---_........~
E OGf flLMA
r lION I WAil i'1.J:1IIN
I tJl
1- x ;1- x 0.U44" 01'1 N IlM:K AI IAC"I f)
10 mONl POSl willi 1/10 x 2- S.M.S.
MAX. 6- r HOM I ACII PUll( IN AND 74" o.e
tUUfflJmtj'
"'11'.\\\1 I
"\mmml'">
~
-
- fnf-l /
~j J-- --
.~
.
d
<I
TYPICAL CORNER DETAIL
1+
(4) 1/4- x 4" LAG BOllS WITH 1-1/4" -- --
FENDER WASHERS PER 4' PANEL ACROSS
THE fRONT AND 24" 0 C ALONG SIDES
(WALK-ON)
2- x 2" OR 2- x 3- HOllOW b
srr S<',N ,^"" H,^,'R_~-~Tl1T ~__
C
CIIAIR R^" AND KICK PLA Il _____u___ . Z__ __
7" x 2" x 0.044" HOllOW RAIL z--
L-~.
POST A Tl ACHED 10 B0110M WITH MIN.
(.l) 1/10 x '-1/2" IN SCREW BOSSES ________________
----------
~-
EXISlING SLAB MAY BE USED IF IN GOOD
CaNOl liON AND APPROVED BY TilE BUILDING
OFFICIAL
(1) IIILlI 1/2" x 3-1/2" Kflll-BOUS
AI'I'ROVU> I Oil 6651 UPLU I WI II I S 1IJ
1'1 A'ro CUT SITH WASHTIl srI NOll 72
1011 SI'LCIf ICA liONS AND Al fll!NA II VI.. S
~-- ~ .-~--:---~: y2=-
~.--./
TYPICAL UPRIGHT DETAIL
(1) 5/8- BOU FOR _~" POST
(2) 3/B" BOLTS FOR 3" x 4" POST
SlnF WALl IIlA()ER ATlACHEO 10 1" x
2" x 0.044" OPEN BACK WlIH MIN. (2)
110 x 1 1/7" S.MS
SIDE WALL PUlIlINS AIIACHE.D 10 ,- x
2- x 0.044" OPEN BACK WITH MIN. (2)
110 x 1-1/2" S.M.S. IN SCREW BOSSES
SIDE WALL PURlINS ATTACHED TO I" x
2" x 0.044" OPEN BACK WITH MIN. (2)
110 x 1-1/2" S.M.5. IN SCREW BOSSES
FRONT AND SIDE BOTTOM RAILS ATTACHm
TO CONCRETE WITH 1/4" x 2-1/4"
MASONRY QUICK SET g 6" fROM EACH
POST AND 24" O.C. MAX. AND WALLS A
MIN. r' FROM EDGE OF CONCRETE
ALUMINUM COVER OF 3" STRuciuRAl
INSULA lED ALUMINUM
HEADER ATTACHED 10 POST WITH MIN.
(Z) 110 x 1-1/2" IN SCREW BOSSES
2" x 2", 2" x 3" OR 3" x 2" 'tallOW
SEE SPAN TABLES
FOR SNAP EXTRUSIONS CHAIR RAIL
A nACHED 10 POST WITH MIN. (2) 110 x
1-1/Z" S.M.S. IN SCREW BOSSES
l"x2"xO.OH" OPEN BACK BonOM RAIL
- 1/4" x 2--1/4" MASONRY ANCHOR @ 6"
I ROM TACIt POSI AND 2"" O.C. MAX.
LAWRENCE E. BENNETT, P.E.
CIVn. ENGINEER & DEVELOPMENT CONSUrIANT
P. O. BOX 4368 SOUTH DAYTONA, Fl 32121
PHONE 1 (904) 767-4774
FAX' 1 (904) 787-8558
2
26
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN Fr\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
SCREENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER
7" x __ _ LXmUSION prr? fAIlU
ANCIIOH 1" x ")" xO.044- PLAlT
TO CONCRE1E WITH 1/4" x 2~-1/2"
CONCRE1E ANCHORS WllIIIN 6- OF
EACH SIDE or EACH POST A I 24"
O.C MAX. OR THROUGH ANGLE A 1
74- D.C. MAX.
MIN J- 1/7" SLAB 2500 PSI CONG
6x6 10x10 W.WM OR FIBER MESH
r--- -~ -- -- --- ---I
/ /
L_ - -lIJr ___I
-l'\j-- -----------
q.. .
~~
l~-
(3) "0 x 1" SMS INTO SCREW SLOTS
I" x 2" ExmUSION
1-1/B" MIN. IN CONCRETE
VAPOR BARRIER UNDER CONCRElT
POST TO BASE AND POST TO BEAM DETAIL
;1" x 7" OH 2" x ~"OH 2" 5MB 1'051 ~-----
Lt.~,
--~- /
~ r~~~' __
4.~-;: .
\!~/~-
-------'!...
ANCHOR 1" x 7" x 0044" PI AlE
10 CONCRLll Willi 1/4" x 7~~ 1 /2-
CONCRETE ANCHORS WITHIN 6" OF
r ACH SIDE or EACH POST A 1 74.
O.C MAX. OR ll1ROUGH ANGLr A1
24" D.C. MAX
MIN J 1//.' Sl All 2~)00 PSI CONe
f;x{) 10x10 W.W.M OR FIBER MESH
2" x 2" x 1/B" ANGLE EACH SIDE
ATlACH TO POST AND CONCRElT
A T lOAD BEARING WALL WITH
(2) KID x '/2" S.M.S. EACH SIDE
,- x 2" ExmUSION
1--1/8" MIN. IN CONCRETE
VAPOR BARRIER
AL TERNA TE POST TO BASE AND POST TO BEAM DETAIL
LAWRENCE E. BENNETT, P.E.
CIVIL mWfNEER &. DEVELOPMmr 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 Ai\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
2
25
SCREENED ENCLOSURES: SCREEN I \tIHvL ANb SOLID COVER
3" HEADER EXTRUSION
Nfl x 9/16" 1EK SPACm Af
fl" o.c. 11011 I <;lIll <;
';1 AlAN!
111l x 1 1/;>" SMS OH WOOD
WOOD SCIlI W (1) PIll HAl II Il
Oil IIlllS:; 'All
[XIS liNG mus:; OH RAI IUl
R'O X 3/4" S.M.S. OR WOOD
SCREW SPACED Al 12" O.C.
3" Roar PANEL
EXISTING fASCIA
SEALANT
/'
~/ S HEAOER EX1RUSION
~. fl8 x 9/16" TEK SPACED AT
~ _/----- f5' O.C. ROlH SIDES
.;' ~ ....---_.. __ SfAIANl
- I lOll MASONIlY USE 1/4" x
1-1/~' TAPCON ANCHOR OR
EQUAL SPACm A T 2~" a-c.
Z rOR WOOD USE 110 )( 1-1/2"
:t- S.M.S. OR WOOD SCREWS AT
12" O.C.
-<~" 3- ROOF PANEL
EXISTING HOST STRUC1URE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
~.~-==~
t-- /~~/"
.~./ /'''~ . --
",#/ ~_./.'. .......----.
r-ij"'-' -
,,,,,,,,,,,..' .,- I
-7-
," "" -- - ---~=;t~
';rAIANI
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
NOTFS: WOOD smUCTURES SHOUED CONNECT TO muss Buns OR THE SUB-FASCIA FRAMING WHERE POSSIBLE
ONLY 1~% or SCREWS r.AN m: OlJ1SIDE lIff muss Buns / SUB-FASCIA AND TI~OSE AREAS SHALL HAVE
DOUB1.f: ANCHORS. All smfWS INlO IIIL HOST STRUCTURE SHAll. HAVE MIN. 1-1/~- WASHERS
OIl SHAlL BE WASil Ell III ADm sellE W:;
HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS
LOAD CONDIllONS
GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22 II/SF 32 II/SF 57#/SF
L CONCf~E1E 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>(2) @ l' O.C.
/. WOOD FRAME 1/4"x2" lAG SCREWS @ 6" 0_C.-------------->(2) @ 1" O.C.
SCREEN, VINYL, AND CARPORTS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH
1. CONCRETE 1/4"x1--1/S" CONcr~ETE SCREWS
'} WOOD FRAME 1/4"x2" LAG SCREWS @ 12"
22#/SF 32 #/SF 57#/SF
@ 12" 0.C.----->2 @ l' O.C.
0.C.----------->2 @ l' O.C.
//
NO II. I I!JEIl 1.41 "H CONCI~r II DOl:;
NO! IU.QUIHl WII~[ MLSH
NOll: IF LOCAl E HAS ^
MINI rOOTING SPEClrlCA N,
MUM SHALL SUPERCEDE mESE
(1) (/5 BAR CaNT.
~J-
/~ :n I 8" I
(1) (/4 BAR CaNT.
2' 0" MIN.
UEJORE SLOPE
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rt A r SlOPE / NO FOOliNG
o 7"/12"
Non. NO roo liNG I XCIPT WilEN ADDRESSING rlWSION
MIN. 7500 I'Sf. CONCllf Il w/ {i x (j l(J x 10 ~ t>
WI L1Jrl) W"~I ME Sit Oil f IBEll ME SII CONCllFlf { ~
SLAB DETAILS ADDRESSING EROSION
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER .t DEVELOPMENT CONSULTANT
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 Fr\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
;m.-'
'fhis f,Igl(lllllr.nl P,cpllrcd By:
Nnmo___.J.: 'd __ __..._. ___
Address __._.__......_.
111111I11111111111111I11111111I1111111111111111111
%11&2&5
Rcpt: 111343 Rec:
DS: 0.00 IT:
11/05/9&
&.00
0.00
Dpt Y Clerk
Pcnnit No
STATE OF FLORIDA
COUNTY OF . PP,\.SC9
NOTICE 01' COMMENCEMENT
tf~0~}J~~~~2~ASCO COUNTY CLERK
OR BK 3G";"'P. 1 of 1
~~ PG 1994
Tux folio No.__
TilE UNOHItSIONEO hClchy sive!ll1otice thnt iIllJlI'tlVCII\l!Ilt will he ",,,tie In (crtnin rcnl pr(ll)Cr()'. /llltl in 'll:conlnnce with
CIII'IJler 71 :~, Floridn Stnlutell. the following '"Cannatiol1 19 flrovlded In thit! Notice of CommencC!ment.
I. Descl'lpClolt or flroflel'ly: (legal de~crlptloll of IJroperly, IInd street nddress if nvnilnble)
34-26-21-0010-01300-60
2. (Jellcrnl descripl Ion 0 r i IlIpro\'cmcIII:
MANUFACTURED HOME
3. O\\'lIel' in/tlll11nlinll
(I. Nnlllcflndoddrcs!l: Grand Horizons, Inc.
l>. Interest in propt.'lty: Owner
c. Ntllnc nnd nddress of fee simple tillcholdcr (i r olher (hnn oWller):
7645 Greenslope
R
Dr. Zephyrhills, FL 33541
4. Conlrnctor:
n. Nnlllc 1U1IJ nddfcRs: Way lle But~erf ield 38930 Butterfield Lane, Zephyrhills, FL 33540
b. PhonenullIhcr 813-788-5440
c. FOl( number (optionol. if' sen'ice hy fn~ is llcceplnblc)
.5. SllIel)'
II. Nome nlld ntldrClls: Lee Reed Insurance P.O. Box 908 'Zephyrhills, FL 33539-0908
b, Amount of bond $ 5.000.00 .
c. Phononumber: 782-5502
d. fnx number (optional, if gervice by rnx i9 Dcceptable):
6. Lcnder
n. Nomcnndnddlc!:s:Ford Consumer Finance Co., Inc. 4010 Boyscout Blvd. ,Ste 500 Tampa, FI
h. Phone number: 800-289-9373
c. Fax Ilumher (ol'lionnl, if' service hy filx is ncceplnbk~):
7, Pe\l;ons wilhin the Stille or Floridn de9iennled by Owner UpOIl whom notices or olher documents mny be served liS
provided by Seclion 7 I), I 3( I )(n)7., Florid II Stnlutcs: . .
0. Nnmo Ilnd nddress:
b. "hone number:
c. FOle number (oplionnl, iC service by fox is acceptAble):
8, In addition to himself, Owner dcsilJnnles the following pcrson(s) to receive R copy of the Lienor's Notice 8sprovided in
Seclion 7 J 3 .13( J)(b), Florit.lll StntutCll:
n. Nume nlld oddress:
h, Phone II\IIuber:
c. Fox number (olllionlll. If llcrvice by fnx i9 acceplable):
9. Expiration date of notice or commencement (lhe expirntioll dnte iri I yenr nom the dnte of rccOl'di"8 unless 11 different dale
is specified)
Sworn to IIOd .ub,.ribed b.for. me hy .v0lLtn'l!:\ ~eJl:, Signalure of OIVIIi< ~ ~~ .-/
---._-~~._-- who iSj)~r!lonnlly known (0 me or produced
09 identificOlion, nnt.! who did tnke O\'mcr's Nmne Grand Hor~..i:.QWL_ln.Q......._
on oOlh. this S.fu.. do)' or JJ OV~~b~ 19__~~_.
Signnture of NOlOI)'_ ~~__.
r,rinlc~ N,n01c of Not,,!), -:--~~n~\ ~~-~':f.-l.I-._
CommIsSion No.lExplI'olton. .
SEAL: . -.-..----..-----...~_.._---_..n.u____ __'u_
....... 11 ~ t<IMBERLEE SCHARLAU ..
.~ .. lAy Convniseion CC381276
* 'JiiijJ' *EXI)irea Apr.~, 1996
~. Bonded by ANB
AU.INr"RM1'I~MIIS7'i:;;"1~;;," OR I'RINTW I.EO III I. Y TO COMrJ. Y wlnr RECORDING REQUIREMENTS.
O\\11Cr'g Address 7645 Greenslope Dr.
Zephyrhills, FL 33541
. ,
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