HomeMy WebLinkAbout95-5418
BUILDING PERMIT-
CITY OF ZEPHYRHILLS permitN! j-541~ (j
(813) 788.6611 Date II -J).g---9~
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Property Owner: g 7i
Job Add....' ~ . - -' Jti.';, _ ,6;/L-
Parcell.D. # Jf -;2.6 -~ - 00...3'0 - J') OC) t:9 0 - t9 D 9' 0
Zoning: Energy Code: Rad~n G.~ / 6 t:J
Description of Work ~/'l Clt?A--1 -"1. ~^-'-~ - L-*"~ ~ C~
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
< "&
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
City License Registration #
State Certified License#
S3h
p.rmit~
S;gnatu ~~
Company _
Address
Telephone#
Valuation or
Contract Price
..3~3Q., IJV
-'
IV//~,
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
-
Ftr.
Pre Sl~
Lintel .~f\V
FRM. ~ Ai fi
Insul. CL~" 0, '"
WL ~V'"
Breakers
Ducts Insl.
Compressor
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
,Pre-Meter
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.
APPLICATION FOR PERMIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
OWNER'S HAIIE-'- 5D~n H n tDS~ ctk: P80NJL~~~ -y~to~
OWNER'SADD~~ &(ftt~oJ_ D.; VE:,
JOB ADDRESS P fr'errLuD Dr) V~
LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION S, \ Ver Dctk.~
PARCEL I.D..D't-- ;2lR- (2\ -oo~- ODDCX)-0090 (OBTAIN FROM PROPERTY TAX NOTICE)
-
fJ ) 1,9';;-'
l~tM jr?
WORK PROPOSED:_New Construction ~Addition _Alteration _Repair _Install
_Sign
_Move
_Deaolish
PROPOSED USE: _Single Faaily
_M/F
_' of Units _M/H
_ec:-ercial
_Indust.
_Swim. Pool _Other
_Res tauran,t, & Health )!~partment Approval
DESCRIPTION OF WORK: CtclcUlIC( ::::::)(~./l.Q...c.Jl (U)(0{Y) '~
BUILDING SIZE: X Square Feet, Height
fu rr~ ~nGtill
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
$3q 3a. ~
PERMITS REOUESTED
Valuation of Total Construction
_ELECTRICAL
AtIP Service
Florida Power Corp.
W.R.E.C.
_MECBAlfICAL
$
Valuation of Mechanical Installation
_PLUMBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
FINISHED FLOOR ELEVAnONS:
Fr.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
..........................................
~NTRA.:::~1d Con ~-~
State Cert. or Regist. t
Si . ty License Registration . .~?x 0
.... .......................
F.T.RCTRICIAN COMPANY
State Cert. or Regist. #
SignAture City License Registration f
..........................................
PLUMBER COMPANY
State Cert. or Regist. ,
Signature City License Registration #
..........................................
MECHANICAL COMPANY
State Cert. or Regist. ,
Signature City License Registration t
..........................................
OTRF.R COMPANY
State Cert. or Regist. ,
Signature City License Registration t
..........................................
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Tbe undersigned understands that this pemit lay be subject to .deed restrictions. wbich Jay be lOre .restrictive than City
regulations. tbe undersigned assUles responsibility for COIpliance with any applicable deed restrictions.. _
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas hired a contractor or contractors to undertake work, they JaY 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 lilY be
cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requireJents JaY apply for the intended work, they are advised to contact the City of Zephyrbills Building DepartJent, (813)
788-6611.
FurtberJOre, 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 lIill 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 lIishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to pemitting privileges in the
City of Zepbyrhills.
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 lIith a copy of -Florida's Construction Lien Law - HOIe01Iner's Protection
Guide" prepared by the Florida DepartJent of Agriculture and ConsUJer Affairs. If the applicant is sOJeOne other than the
.ownerl', I certify that I bave obtained a copy of the above described dOCUJent and prOtise in good faith to deliver it to the
"owner" prior to cOlleDceJent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforliltion 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 hereby lade to obtain a perlit to do 1I0rk and installation as indicated. I certify that no work or
installation has cOlleDced prior to issuance of a pemit and that all 1I0rk lIill be perfoIled to teet 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 goveIDJeDtal agencies lilY apply to the intended work, and that it is
IY responsibility to identify IIhat actions I lUst take to be in cOlpliance. Such agencies include but are not liJited to:
t DepartJent of Knvirontental Regulation - Cypress Bayheads, Wetland Areas and Knvirontentally Sensitive Lands,
Water/Wastewater TreatJent
t Southwest Florida Water Manageaent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t AIIY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t DepartJent of Health & Rehabilitative Services, EnvirODJeDtal Health Unit - Wells, Wastewater treatJent, Septic tanks
t US KnvirODlental Protection Agency - Asbestos abateJent
I also certify that, if fill laterial is to be used in Flood Zone -A- or -A,etc.., it is understood that a drainage plan
addressing a -c~pensating volute" will be subJitted IIbich is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit issued sball be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor sball issuance of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every petlit issued shall beoDle invalid
unless the 1I0rk autborized by sucb pemit is cOll8llced within sil IOnths of issuance, or if 1I0rk authorized by the pemit is
suspended or abandoned for a period of six IOntbs after the tile the work is co.enced. One 90 day extension of tile, lilY be
allolled for the pemit lIith fee charge of $15.00. Tbe extension sball be requested in IIriting to the Building Official. An
approved inspection lUst be logged during each six IOnth period, or the project will be considered abandoned.
WAIUUHG TO OIlIER: YOUR FAILURE 'f0 RECORD A HO'fICE OF COMMIHCEMm MAY RESUL'f IN YOUR PAYING niCE FOR IMPROVEMBlI!S 'f0 YOUR
PROPERfY. IF YOU INfEBD 'f0 OB'lAIN FlIfAHCING, CONSUL'f WI'fH YOUR LENDER OR All AnORDY BEFORE RECORDIHG YOUR IfO'I'ICE OF
ClIIIIEIICI!IlE BS IIIDI1l 12,SOO IN VALlIIl 00 INlr IiIID JO REClIID lID POSI A 'ROIICI OF ~
~~
STATE OF FLORIDAr-;-)
COUNTY OF rA sc..o
The foregoing instrument was acknowledged
before me this Y)M.>. ~ 1 , 19 qs- by
\
~1ArANA LANe~
who is personally known to e or who has
produced K t\ () u.J I'\)
as . ent' ication and who did/did not
t a oat.
STATE OF FLORIDA H
coum OF ~SQ 0
The foregoing lr1trument was acknowledged
before me this 1x).Q 7 , 19 9-.s- by
who is personally known to me or who has
produced k f) 0 LV n
as iden . 'cation and who did/did not
an .()~tn
...~!/'tJ:a:.,. LINDA JEANNETTE NEWSOME 'I'
f:ti~:;~ MY COMMISSION' CC 482467
~. .:~: EXPIRES: July 20. 19119
.,t,~ ff,.~ Bonded TlIIII Notary PubIc UndelwrIbIrs
, u'
,,'~';i.~:t~,.. LINDA JEANNETTE NEWSOME
l!' .~~ MY COMMISSION' CC 482467
- , ,;"E EXPIRES: July 20. 1999
.fI;~f.l Bonded TlIIII Notary PublIc llndIrMtIIrs
11/28/1995 al:39
9137923321
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Dave voId Community Association
VoId Construction
6017 Gall Bl.vd.
Zephyrhills, Fl 33541
Nov.
28, 1995
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HE: Proposed a~dit1o^ to Anto.~ak Unit
Dear Dave,
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DRe Members - Bill MaronL, Lanee Sm1~h, Do~ Whitlock
M (, M Ant.osiak
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$lW746.S0
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roof) with bronze gutter, ~;
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2~185.50
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(insul*ted roof): with bronze gutt~r,
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be. screened with 20/20 .screening ~
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$;,932.00
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., 'riJpoar hereby to furnish material ~ Jabor'- complete inac:cordancewithabove st*:ificati&.. for the SlJm of:
. ,... ", . .." ". .' ". . 'l.' .
. .', .. dOuars($ ".iF' ).
..... to... __.. 0I1owa: ~;
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Proverbs 22,:29
~ SU8Mi1TlO TO .
John Antosiaad
T
Jlr.opnsa1! GImdtad
mO
Ala_I...... ..
. S017Gan'Brvd.
~rhills. FL 33541
(813) 782..7497. lw800-308-8274 Beeper
......1:
PlBe No.
6466 Brentwood Drive
C,". STAft AND'lIP CXXIE
Silver Oak
. . .JOB ~nOll
ATTEHnaN:
w. he.." 5tlbm.t SPKIfat_. aftd estimates. tot:
VoId ':onstruction will do the follOwing work:
Front Screen Room
Built with bronze axt.
2 screen doors bronze . .
White 3 inch' structured. (insulated
down spouts, and trim
I '3.)( I ~. S
~- ....
~k Screen ROom
Built with bronze ext.
~tchin9 brick kick plate
1 screen door. .
White 3 inch structured roof
downspouts, and trim.
On Door wall '( south side)too
I D)( (<..t> .~
Price includes all material, labor and building permit
Total Price
All ........ . _Hlul '- i...........u_............... ....-...........
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and eanditiclns ant 'QlisfldOq and .. ... llCatpted. You... ..........,
to dO tile --. aa speQif..... ~. wilt tie ... ........--.
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.TABLE 2'
ATTACHED ALUM~UM COVERS
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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. = g'
LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'- 3"
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MAX. ROOF BEAM SPANS FOR CA~PORTS. SCREEN & VINYl ROOMS i~o
OTHER OPEN STRUCTURES W/ SOUD ROOFS 6063 T -6 ALLOY ,
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120 ~PH
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7'- 5"~!
6'- 9,l:
6'- 3"~
s'-lO"~
5'- 6,,~i
5'- 2 "I!,
5'- 0""
4'- 9",'
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BEAM SIZE
BEAM
LOAD WIDTH
2"x 3"xO.050"
5'
6'
7'
8'
g'
10'
11 '
12'
2"x 4"x 0.050"x
5'
6'
7'
8'
g' EXAMPLE
10'
11 '
12'
2"x 4"x 0,044"x
5'
6'
7'
8'
g'
10'
11'
12'
2"x S"x 0.050"x
5'
6'
7' ,
8'
g'
10'
11 '
12'
@ COPYRIGHT, 1995
BEAM SPAN FOR DESIGNATED LOADS
LIVE LOAD WINO LOAD
22#/SF 32#/SF 100 MPH 110 MPH
TIL T BEAM OR 2"x 3"xO.050" EXTRUSION
8'- 1" 6'- 7" 9'- a"
7'- 4" 6'- 0" 8'- 3"
6'-10" 5'- 6" 7'- 6"
6'- 5" 5'- 2" 7'- 2"
6'- 0" 4'-11" 6'- g"
5'= 8" 4'- 8" 6'- 5"
5'- 5" 4'- 5" 6'- 1"
5'- 2" 4'- 3" S'-tO"
TlL T BEAM
9'- 9"
8'-11"
8' - .3"
7'- 9"
7'- 3"
6'-11"
6'- 7"
6'- 3"
0.120" S.M.B.
12'-10" 10'- 5"
11'- 8" 9'- 6"
10'-10" 8'-10"
10'- 1" 8'- 3"
9'- 6" 7'- 9"
g' - 1" 7' - 5"
8'- 8" 7'- 0"
8'- 3" 6'- 9"
0.120" S.M.8.
15'- 2" 12'- 4"
13'-10" 11'- J"
12'-10" 10'- 5"
12'- 0" 9'- g"
11'- 3" 9'- 2"
10'- 8" 8'- 9"
10'- 3" 8'- 4"
9'- 9" 8'- 8"
8'- 0"
7' - 3"
6'- 9"
6'- 3"
5'-11"
5'- 7"
5'- 4"
5'- a"
1 0' -11"
10'- A"
9'- 3"
8'- 8"
8'- I"
7'- 9"
7'- 4"
7'- a"
14'- 4"
13'-1 "
12' - 1"
11'- 4"
10'- 8"
1 0' - 1"
g'- 8"
9'- 3"
16' -11"
15'- 6"
14'- 4"
13'- 5"
12'- 8"
12'- a"
11'- S"
10' -11"
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'- 8"
10'-10"
1 0' - 1"
9'- 6"
g'- 1"
8'- 8"
8'- 3"
15'- 2"
13'-10"
12'-10"
12'- A"
11'- 3"
10'- 8"
10'- 3"
9'- g"
8'-11" ;f
8'-- 1" f;
7' - 6'1ii
7' - o'~fr
6' - 8';~!
6'... 3"~;
~ it
6'- o"~
5' 9"ff,'
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11~;li-
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10'- 8" i~
9'-11" ~~
9'- 3" !~
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8'- 8"'~;
8'- 3" [l
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6'-tO":;
7'- 6'1'1
-~~-
13'-10" ~
12'- 8" fJi
11'- 8" ~i
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10'-11" If;
10'- 4" ~
9'- 9"~,i;
9' 4" ff,
8 ,-=. 11" ~
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OVlL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4368 S. DAYTONA. FLORIDA :32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
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Nor 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PEF/MISSION FROM lAWRENCE E. BENNETT, P.E.
SEq nON; 3
PA!~: 10";13
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TOP or GRADE ,
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3")(3" FLUTED POST i~
WRAPPED W/ FELT FifPER
3/S"x3 1 /2" BOLT ~
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80 LB. 2500 PSI Ii
CONCRETE PRE-MIX ~i
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ALUMiNUM CONVENTIONAL CONSTRUCTION W
PORCH POST CONNECTION W
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POST IN CONCRETE ~i
W/ #4 DfA BAR ~
12" LONG i~
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(PAGE 12-1.3)
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16"
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ISOLA TED FOOTING
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REQUIRED EXCEPT WHEN
MIN, 2500 PSI CONGo W/
6x6-10xlO W.W. MESH OR
FIBER MESH TYPICAL
1 ~CONT.
3"x3" BASE
I;
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NOTE: FIBER MESH CONCRETE DOEs
NOT RECUIRED WIRE MESH
FLA T SLOPE / NO FOOTING MODERA TE SLOPE FOOTING STEEP
o - 2"/12" 2"/12" _ 1'-10'
SLAB DETAILS ADDRESSING EROS/ON
8" ~i
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SLOPE F(jTING
> 1'-10' If:
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CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX; (904) 767-6556
@ COPYRIGHT, 1995
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
-'45-
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ATTACHED ALUMINUM COVERS ,
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-
. 'TAEkE 1: MAXIMUM SPANS rOR ,
, STANDARD ALUMINUM ROOF PANELS or "
, 3105 H-14 OR H-25 i
ALLOY
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS ~
'O.H. CONDITrON NO O. H. l' O. 2' O. 3' O. ' ,
H H. H.
1-1/4"x_O.026" ,
100 MPH W. L. 7'- 2" 7'- S" 8'- 2" ---
110 MPH W. L. 6'- s" 6'- 8" 7'- S" ---
120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- r'
.-j
1-1/4"x_O.03.2" 8'- ,
100 MPH W. t, S" 8'- 8" g'- 3" --- ,
110 MPH W. L. 7'- 6" 7'- g" 8'- 6" ---
120 MPH W. L. S'-10" 7'- 1" 7'-11" ---
1-.3/4"x_O,026" ,.
, i-
100 MPH W. L. 7'- S" 7'- T 8'- s" --- , .
"
110 MPH W, L 6'- 8" 6' -11" 7'- g" --- ,--
120 MPH W. l. 6'- 1 " 6'- 4" 7'- 3" --- ',:
,
1-3/4"x_O.032" I
'f
8'- g" j
100 MPH W, L. g'- 0" g'- 7" --- !
110 MPH W. L. 7' -10" 8'- 1 " 8'- g" --- !!
120 MPH W. L. 7'- 1 " 7'- 5"-' 8'- 2" ,
---
3"x_0.02S"
- 100 MPH W. L. 13'- ," 13'- 3" 1.3'- 8" 14'- 5" ,
' 110 MPH W. L. 11'- 9" 11' -11" 12'- 5" 1.3'- 2" i i
120 MPH W. L. 10'- 8" 10'-11" 11'- S" 12'- 3" 1
3"x_O. 0.32 " l'_
100 MPH W. L. 15'- 6" 15'- 8" 16'- 0" 16'- 7" J
110 MPH W. L 13'-10" 14' - 0" 14'- s" 15'- I" ! ;
120 MPH W. L. 12'- 8" 12'-10" 1.3'- 3" 14'- 4" ; t
, I
LIVE LOAD; ALL BUILDING TYPES 1
,
O.H. CONDITION NO O. H. I' O. H. 2' O. H. 3' O. H.
1-1/4"x,-0.026" Ii
20 U/SF L. L. 7'- 0" 7'- 3" 8'- I" --- ft
]0 #/SF L. L 5'- 9" 6'- 1 " 7'- A" ---- i I
','
1-1/4"x_0.032" f
"
20 U/SF L. L. 8'- .3" 8'- 6" 9'- 2'" --- ;
30 #/SF L. L. 6'- g" 7'- 0" 7'-10" ---
1-3/4"x_0.026" - m
.,
20 #/SF L. L, 7'- 4" 7'- 7" 8'- 4" --- ~
.30 #/SF L. L. 6'- 0" 6'- 4" 7'-11" --- ~
1-.3/4"x_O.032" -. ii
20 #/SF L. l. 8'- 7" 8'-10" g'- 6" --- I
30 #/SF L. L. T- O" 7'- 4" 8'- 1" ---
3"x_0.026" , !
- ri
20 U/SF l. L. 13'- 3" 1.3'- 4" 13'-10" 14'- 6" i!
30 U/SF l. L. 10'- g" 11'- 0" 11 '- S" 12'- 4" <,
3"x_O.032" .
20 #/SF L. L 15'- 1 .. 15'- 2" 15'- 7" 16'- 2" !
!~
.30 UjSF L. L. 12'- .3" 12'- S" 12'-11" 13'- 8" 'I
~ .
1. TOTAL ROOF PANEL WIDTH :: ROOM WIDTH PLUS WALL WIDTH PLUS OVERHAN(
2. THE SMALLEST VALUE OF THE WINO LOAD TABLE OR THE L.L TABLE GOVERN
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f~
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT :~
P.O. BOx 4368 S. DAYTONA. FLORIDA 32121-4368 "
PHONE, (904) 767-4774 ;
FAX: (904) 767-6556 .
@ COPYRIGH T. PART WITHOUT W~ITTEN SEe ioN: 3
1995 NOT TO BE REPRODUCED IN WHOLE OR IN
PE:~MJSSION FROM lA'NRENCE E. BENNETT. P.E. PAG' I 8-13
i
. ~'
- - I~
48
~
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A TT ACHED ALUMIN_UM COVERS
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PAN OR COMPOSITE PANELS. ai
USE CORROSION RESISTIVE SCREr.. PANS
ANCHORED W/ #lOXT /2" @ 5/P~ '. INTO
RECEIVING CHANNEL AND , #1 OX5f.:;, 2"@
RIDGE CAP CONNECTION TO RECE . ING
CHANNEL. COMPOSITE PANELS fE
1/4"x t+1/2" WITH 1/4" WASHEf; SCREW
THROUGH RECEIVING CHANNEL F; M TOP
CAULK ALL CONNECTIONS. ,,:
~ EXTRl!,om OR..Jl.REAKMETAL HEA4R
0.032 MIN. ~
CONNECTION TO HOST STRUCTURE I'
HOST STRUCTURE OR FACIA <'Ie SUB-FACIA CONNECTION REQUIREMENTS FOR VAR:rius
l.OAD CONDI TlONS LOAD CONDITIONS [ i
WIND VELOCITY LOADS DEAD + LIVE LOADS ~;;
GLASS ROOMS '1
HOST STRUCTURE 100 MPH 110 MPH 120 ~PH 22#/SF 32#/SF 57 '/SF
1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" 0.C.------>2 @ "'.C.
2. WOOD FRAME 1/4"x?" LAG SCREWS@6"0.C.--------____>2@1;'''0.C.
SCREEN, VINYL. AND CARPORTS.!
HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57/SF
1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.c.------>2 @ l' ',.G.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.------------>2 @ ~;. O.C
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FAff;IA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THf: 'iil;
TRUSS BUTTS/SUB FACIA AND mOSE AREAS SHALL HAVE DOUBLE ANCli",o RS
ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1 /4" WAS~ RS
OR SHALL BE WASHER HEADED SCREWS. ~
PLA TE TO BE SAME WALL SPLICE TO BE LOCATED 1Af:4 TO 1/3
THICKNESS AS BEAM BEAM SPAN AND STAGGE9f:D EACH
PLA TE CAN BE INSIDE OR SIDE OF SELF MA TlNG BE~,,~ ,.
OUTSIDE BEAM OR LAP CUT W
BEAM SPLICE SHALL BE MIN. L- d-l /2" t- d-l /2" t- ," MAX. it!
OF d-1/2" HEIGHT AND T ,- 1 it!
2(d-l/2") IN LENGTH + + + -t l
MIN. SCREWS PER SPLICE J ~;
TOT.L\L / SIDE OF SPLICE d=HEIGHT fPF BEAM
2" x 4" 4 / 2 ~;
2" x 5" 4 / 2 J
r: ; ~: ~ ~ ~ 1" MAX. !l:
2" x 8" 8 / 4 DENOTES SCREW PA TTERNi:
2" x 9" 10 / S NOT NUMBER OF SCREWS ~
TYPICAL BEAM SPLICE DETAIL ~
.
F AsrffNEo.oEcTERM1NEO
J BASED!QN -'CON STRUCTION
OF HOST :STRUCTURE
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HOST
s.reUCTl;JRE
OR.,,diASC+A" ~,A
CONNECTION REQUIRED
(SEE DETAIL)
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CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4368 S. DAYTONA, flORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
rf
;
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I'"
Ii
1- t
I
,
@ COPYRIGHT. 1995
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM :"AWRENCE E. 8ENNETT. PE
'cnON: 3
.;
F[GF:: 6-13
f:
,
-46-
~,
A TT ACHED ALUMINUM COVERS
56
[SfilW!J'@UD@@ g, rn~fllig {;)J30
CIVIL ENGINEER AND OEVE:LOPMEN T CONSUL TAN T
p,O. BOX 4.368 S. DAYTONA. FLORIDA 32121.4368
PHONE, (904) 767-4774
FAX: (904) 767-6556
@ COPYRIGHT, 1995 NOT TO BE REPRODUGED IN WHOLE OR IN PART WlTHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
-52-
. ..
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SFCTIO~: 3
PAGE: . ~-13
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