HomeMy WebLinkAbout95-5416
BUILDING PERMIT:
CITY OF ZEPHYRHILLS Permit 11 ·
(813) 788-6611
'-S416A
~ -
Date 1/ -,flr- r~-
e
p,"pertyown.r_&A'~~ .
Job Addres~ --.s ~ ..-~
Parcell.D. # ~ - U - d-I- (5 Od 0 - t) 0 ZJ 0 [) - {) C?4-1
Zoning: Energy Code: Raqon Gas: / ~ / ~
Description of W..k .z;:;;;;, ~ - .e--y~;:r r...-J~.A.LA..e
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
DATE
Inspector
City License Registration # ~ <: 3~
State Certified License#
p~rm~ .
S.gna r. flJ1
Com y
Address
Telephone#
Valuation or
Contract Price o.? ~ . C/V
, )/,J1)'
BUILDING
ELECTRICAL
PLUMBING
-
MECHANICAL
Ftr. _
Pre SLBf- ),..j p\-V
Lintel
FRM. i -Lf -(.; ~
Insul. CL~
WL i ll...-/
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
,Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
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.
APPLlCAnOR FOR PDllIT
CITY OF ZEPIIYRBILLS
BUlLDIRG DEPARTHDT
ti~I~~~~5~'
~8QJ4g5
OWRBR'S
JOB ADDRESS
LEGAL DESCRIPTIOR: LOT(S) B~SUBDIVISIO
PARCEL I.D.'\Y1-.;l(,o-;(..\- COOl.O-oCC'C:()- OOA-l (OBTAlH FROM PROPRRTY TAX HOTICE)
WORK PROPOSED:__ew Construction ~ition ----Alteration .--Jlepair _Install
_Sign
---1Iove
_Deaolish
PROPOSED USE: ......single Feaily
---3f./F _' of Units ---3f./H
_ec-ercial
_Indust. _Swill. Pool _Other
_........t " Health De~t ~ '
D~CRIPr1OIIOPIillH:_Odd,v~ ,H. ~oo((j {u ~~
BUlLDIRG SIZE: d~x '7':;: ~e Feet, Height (1
RESIDEIITIAL:
COIIHERCIAL :
ATrACII (2) PLOT PLARS &; (2) SETS OF BUlLDIRG PLABS &; (1) SET DERGY FORMS.
ArrACII (3) SE'l'S OF BUlLDIRG PLABS &; (1) SET ERERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL HEW CORSTRUCTIOR.
--BUlLDIRG
PERMITS REQUESTED
'l/\f'\A 00 _ -
$~Valuation of Total Construction
RT.RCTBICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
--.JIEaIAIIICAL
$.
Valuation of Hechanical Installation
-PLUHBIRG
GAS
ROOFIRG
SPECIALTY
TYPE OF OOIlSTRUcnOR: --.Bloclt _Fraae _Steel
Other
PIIIISIIBD PLOOll PfEVAnOIJS:
Fl.
IS PROJECT IR FLOOD ZOO A1lEA,
YES
RO
..........................................
R~JJ)RR
CORTRAC'rOR SR% c:
mtlPAIIY i J ~A1Lt1zcNL
State Cert. or Regist. . ~~l0
City License Registration .
.............................
RT.RC'l'RTCIO
SiDnAture
COHPAIIY
State Cert. or Regist. .
City License Registration'
..........................................
PLUMBER
mtlPAIIY
State Cert. or Regist. .
City License Registration .
..........................................
Signature
IlEClWilCAL
COHPAIIY
State Cert. or Regist. .
City License Registration f
..........................................
Signature
OTRRR
cotIPAIIY
State Cert. or Regist. .
City License Registration .
..........................................
Signature
APPLICAfiOR APPROVED BY
PBBKIT OFFICER.
.....'~~,;:...,~'UO;:,'r.~~'l"_r".""
.. -'~-'~''','rc:o;'''''''''''~''""-'"'~:"<"'{''"''if:>-:)lf:'''' '," -.,.-:.t'o
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Ibe undersigned understands that this pmit lily be subject to 'deed restrictions' ,bich laY be lOre restrictive than City
regulations. lbe undersigned asSUJeS responsibility for cmpliance ,ith any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the OlDer bas bired a contractor or contractors'to undertake IOrt, they lily be required to be licWlecl Ii accordance with
state and local. regulations. If the contractor is not licWleel as required by lill, both the 0IID8t and oontractor iay be
cited for a lisdl!lM!aDor violation under state lill. If the OlDer or intended contractor are uncertain as to wbat licensing
reguirl!leDu lilY apply for the intended wort, they are advised to coa.tact the City of Zepbyrhilll Building DepartJent, (813)
788-6611.
FurtberlOre, if tbe OlDer bas bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the
'Contractor Sections' of this application for wbich they ,ill be responsible. If JOU, as the OlDer lign as the contractor,
you are indicating that JOU, rather than the contractor, are responsible for the IOrt. If the contractor wiahes you to sign
as contractor that lily be an indication that be is not properly licWled and is not entitled to pmitting 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, have been provided ,ith a copy of 'Plorida's Construction Lien LaI - lkIIeoImer'l, Protection
Guide' prepared by the Flori4a Departlent of Agriculture and Cons.-r Affairs. If the applicant il 8CIIl!ODe other tban the
'OlDer', I certify that I bave obtained a copy of the above described c10cUIIent and prellile in good faith to deliver it to the
'owner' prior to co.enceJellt.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the intonation in this application is accurate and that alllOrt ,ill-be done in COIpliance lith all
applicable 1_ regulating construction, loning, and land develoJIIeDt.
Application is bereby lade to obtain a petlit to do IOrt and installation as indicated. I certify that no IOrt or
installation has CDleDced prior to issuance of a perIIit and that all wort ,ill be perfollecl to _t standards of all laI8
regulating construction, City codes, loning regulations, and lanel developleDt regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveruental agencies lily apply to the intencJec1lOlt, and that it is
If responsibility to identify wbat actions I lUSt tate to be in COIpliance. Such agencies include but are not lilited to:
t Departlent of InviroDleDtal Regulation - Cypress Baybeada, Wetland Areas and BnviroDElWly SWlitive Lands,
Water/lfaste1fater lreatlent
t Soutblest Florida Water IlanageJel1t District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t AllY Corps of Engineers - Seawalls, Docks, lavigable Watenrays
t Departlent of Health' Rehabilitative Services, InviroDleDW Health Unit - Wells, Wastewater JreatleDt, Septic lanks
t US InviI'Ol1ll!lltal Protection Agency - Asbestos abateJellt
I also certify that, if filllilterial is to be used in Flood Zone HA' or HA,etc.', it is understood that a drainage plan -
addressing a 'ClIIPeD8ating vol_' ,ill be SoMitted ,hich is prepared by a professional engineer registered in the State of
Florida prior to pellit issuance.
A ~it issued shall be construed to be a license to proceed with the IOrt and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a pmit prevent the Building Official ftOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery pelIit issued aball beccIIe invalid
unless the IOrt authorized by such pellit is ~cecl within sillODths of issuance, or if IOrt authorized by the perlit is
suspended or abandoned for a period of sillODtba after the tile the IOlt is ~cecl. One 90 day atension of tile, lilY be
allGled for the perlit with fee charge of $15.00. !be BltWlion shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during each IiI IODth period, or the project ,ill be considered abanc1onec1.
WARRING JO (JRIR: YOOR FAlLURlIO RECORD A DICE OF aIIIIIRCIIIIJf! MAY RESUL! II YOUR PAYIIG !IIICE FOR ,IIIPROVIIID!S JO YOOft
PROPERlY. IF YOO DmD JO OB!W FIJllRCING, CORSUL! WID YOOR LIIDIR OR II AnomY BIFORIIIICORDING YOOI DICE OF
aIIMI UlmER '2,500 II VIL 101 RIID 10 RECORD AND POS! A -JfOl'ICE 0 CBIIIJf!' . 'I
SIAD OF FLORIDA ~
coum OF As ~ 0
The foregoing instrument was acknowledged
before me thiS'Ctt'\-0 i7 , 19~ by
k L("Y- CLV1 a... l-cvn -eA.{
who is personally known to me or who has
produced K (\0 w n
as identi' tion and who did/did not
t an oath.
SIAD OF FLORIDA t2J
coum OF S c.. ()
The foregoing instrument was acknowledged
before me this Yl c \). ~"7 , 19 u... by
lu.rc:vn~ 1.'X,~ ~
who is personally known to lie or who has
produced K () ^ uJ f\
as i ti' ation and who did/did not
a an
".~~:'r~', LINDA JEANNmE NEWSOME
!~ . "r. MY COMMISSION' CC 482467
EXPIRES: July 20. 1999
IlondId Thru NolIry PublIc Underwriters
~,~\';A\' LINDA JEANNmE NEWSOME
:.: :.: MY COMMISSION' CC 482467
. : EXPIRES: July 20. 1999
BondlId l1IIu NoIIIy PuIlI1c lk1dlIIwrIlIlII
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7'olilWhom i t May Concern:
I~I
Pllase be advised that the fUll set of Construction Plans
infuding site or Plot plan has been submitted and approved
bYjlthe D. R .C. committee for:
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PERMITTING APPROVAL FORM FOR SILVER OAKS
CITY OF ZBPHYRHILLS BUILDING DEPARTMENl'
BU. 'ER
~,i'~/? G/hL Bl_~,tJ
S'1'. ADDRESS
cxV, IlfIll (' FL
ex , STATE
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OWNER NAME ,
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DATE APPROVED
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(813) 78a-Oaks 782-6900
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Jlrl1pltBal/ Clrantrad-
mo
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6017 Gall Blvd.
ZephyrhBIs, FL 33541
{813} 782-7497 1-8()()..308-8274 Beeper
tIHONt:
Pap No.
Prove, dS ~Z:-29 .
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.....WI --. and labor - """""... '. -... ..... _ __. 'if '.. .... of:
. -cs-?'ooo4-).
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6553 Brentwood Drive
CITY. Sf ATE AM) ZIP c:aor
Zephyrhills, Fla.
A rTEN'rIoN:
Silver Oaks
JOB lOCATIOIII
33541
We Ilereby SUOnuI ao.a';e.'1GIlI *lid estint.," far:
VoId Construction to do the fOllOwing work:
build Screen room on eXisting concrete
37 Ii ft screen walls (one dOor) matching brick kick
with bronze e.x:t.
Bronze roof 23x7.5 with matching gutter, fascia, and down
Price includes all material, labor and bUilding permit
JI.. 'rDpDflr hereby to
~to be made as :oIIoWa:
00 '" """'1>1 ti 0'1 an
.tr~ Df ih'DJlUsa1-The.....1lI'ices. 8PeCiIiQtians
I eonditiona are $8tiafactoty lIIlCt are hereb, ~ed. Yo...re IlUtIIorized
10 'Itle wortr <IS specified.. PlIymetIC ..... be ~ as outlined .......
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TABLE 2, MAX. ROOF BEAM SPANS FOR CA~PORTS, SCREEN & VINYL ROOMS ,;~O
-.o:rHER OPEN STRUCTURES W/ SOUD ROOFS 6063 T -6 ALLOY :~i
EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H. ;~i
2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9' i
LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'- 3" f;
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS ~;
BEAM LIVE LOAD WIND LOAD ~,:;
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120,: PH
2"x 3"xO.050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION .(
5' 8'- 1" 6'- 7" 9'- 0" 8'- 1" 7'- 5"~:
6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- 9'~
7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3"!!
8' 6'- 5" 5'- 2" 7'- 2" 6'- 5" 5'-10"i1'!
g' 6'- A" 4'-11" 6'- 9" 6'~ a" 5'- 6,,~i
10' 5'= 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2"~i
11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- a";.
12' 5'- -2" 4'- 3" 5'-10" 5'- 2" 4'~ g"r!
2"x 4"x 0.050"x TILT BEAM ;!
- 5' 9'- 9" 8'- 0" 10'-11" 9'- g" 8'~'-'-
6' 8'-11" 7'- 3" 10'- 0" 8'-11" 8'-- 1" t;
7' 8'- .3" 6'- 9" 9'- 3" 8'- ]" 7'- 6'\i!
8' 7'- g" 6'- 3" 8'- 8" 7'- g" 7'- n'~ti
g' EXAMPLE 7'-.3" 5'-1'" 8'- 1" 7'- .3" 6'- 8"~
la' 6'-11" 5'- 7" 7'- 9" 6'-11" 6'.. .3"~!
11' 6'- 7" 5'- 4" 7'- 4" 6'- 7" 6'- O"~
12' 6'- 3" 5'- 0" 7'- 0" 6'- 3" 5' g"~i
2"x 4"x O.044"x 0.120" S.M.8. JL
5' 12'-10" 10'- 5" 14'- 4" 12'-10" 11' _ 3" ~! --
6' 11'- 8" 9'- 6" 13'- 1" 11'- 8" 10'.- 8" r!;
7' 10'-10" 8'-10" 12'- 1" 10'-10" 9'-11" ~I
8' 1 0' - 1" 8' - .3" 11 ' - 4" 10' _ 1" 9' _ 3" ;li
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g' g'- 6" 7'- 9" 10'- 8" 9'- 6" 8'- 8'il:
~~' r~ ~:: ;::: g: 'g::: ~:, ~::. ~" ~;:.,~:,~.
12' 8'- 3" 6'- 9" 9'- 3" 8'- 3" 7'- 6'~1;
2"x 5"x O.OSO"x 0.120" S.M.B. ~
5' 15'- 2" 12'- 4" 16'-11" 15'- 2" 13'~1O" ~
6' 13'-10" 11'-.3" 15'- 6" 13'-10" 12'- 8" ~i
7" 12'-10" 10'- 5" 14'- 4" 12'-10" 11' 8" II,
8' 12'- 0" 9'- g" 1.3'- 5" 12'- 0" 10'~11" ~
g' 11'- 3" 9'- 2" 12'- 8" 11'- 3" 10'- 4" ~
10' 10'- 8" 8'- 9" 12'- 0" 10'- 8" 9'- 9"~:
11' 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" tf.
12' 9'- 9" 8'- 8" 10'-11" 9'- 9" 8'-11" I
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CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368
I='HONE~ (904) 767-4774
F'AX; (904) 767-6556
@ COPYRIGH T. 1995
."
Nor 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PEf-olM1SSION FROM LAWRENCE E. BENNETT, P.E.
SE:< rON; 3
PA~ f: 10";13
-60-
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A iT ACHED ALUMINIUM COVERS
f.
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TOP OF GRADE ~
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3"><3" FLUTED POST i'l
WRAPPED WI FELT FirPER
3/s"xJ 1 12" BOL T ~
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SO LB. 2500 PSI ~!
CONCRETE PRE-MIX ~i
3"x3" BASE ~
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ALUMINUM CONVENTIONAL CONSTRUCTION ~;
PORCH POST CONNECTION W
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POST IN CONCRETE ~1
WI #4 DIA. BAR ~i
12" LONG [~
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CONCRETE ~i
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REFER TO TABLE
(PAGE 12~'13)
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ISOLA TED FOOTING
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1,4J5..,f3AR CONT.
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NOTE: FIBEft' MESH CONCRETE DOES
NOT REOUIRED WIRE UESH
FLA T SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP
o - 2"/12" 2"/12" _ 1'-10'
SLAB DETAILS ADDRESSING EROSION
8"
Jt
SLOPE F~TING
> 1'-10' ~;
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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 REPROOUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
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- ATTACHED ALUMINUM COVERS ~
.- .. ~
. , TABLE 1 : MAXIMUM SPANS lOR STANDARD ,
, ALUMINUM ROOF PANELS or '.
.3105 H-14 OR H-2S ALLOY f
WlND I.:.OADS: CARPORTS, SCREEN ROOMS. AND OTHER OPEN BUILDINGS f
O.ri,: CONDI TlON NO O. H. 1 ' O. H 2' O. H. .3' 0 H. . f
j
1-1/4"x_O.026" - ,
i
100 MPH W. l. 7'- 2" 7'- s" 8'- 2" --- 't
110 MPH W. l. 6'- s" 6'- 8" 7'- 6" ---
120 MPH w. l. 5'-10" 6'- 2" 7'- 1 " ~-- ,
1-1/4"x_0.0.32K 8'- S" "
100 MPH W. L, 8'- 8" g'- .3" --- i'.
110 MPH W. l. 7'- 6" 7'- g" 8'- 6" ---
120 MPH W. L. 6'-10" 7'- 1 " 7'-11" ---
1-3/4"x_0.026" ~ ~
~
100 MPH W. L. 7'- S" 7'- r 8'- s" --- '(
110 MPH W, l. 6'- 8" 6'-11" 7'- g" --- t'
120 MPH W. l. 6'- I" 6'- 4" 7'- 3" --- i:.
,
1-3/4"x_O.0.32" .
i
..
100 MPH W. L. 8'- g" g'- 0" g'- 7" --- ~
110 MPH W. L. 7' -10" 8'- 1" 8'- g" -.
---
120 MPH W. l. _. r- 1 " 7'- 5" 8'- 2" -- --
3"x_O.026" j
- 100 MPH W. L. 13'- ," 13'- 3" 13'- 8" 14'- 5"
' 110 MPH W. l. '1' - g" 11' -11" 12'- 5" 13'- 2" ~ ~
120 MPH W. l. 10'- 8" 10'-11" 1"- S" 12'- 3" d
3"x_O.032" 16'- i;;--- "f
100 MPH W. L. 15'- 6" 15'- 8" 16'- 0" ~
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" FJf
. .
LIVE LOAD; ALL BUILDING TYPES m
O.H. CONDITION NO O. H. I' O. H_ 2' O. H. 3' O. H. i.
1-1/4"x,-0.026" 8'- --'--- i:
20 #/SF L. l. 7'- A" 7'- 3" I" --- i
]0 #/SF L. L 5'-- 9" 6'- 1 " 7'- A" --.- , .
'"
1-1/4"x_O.0.32" r
20 II/SF L. L. 8'- 3" 8'- 6" 9'- 2" --- f ~.
30 II/SF L. L. 6'- g" 7'- A" 7'-10" --- ;~
1-.3/4"x_0.026" /'
, ,
20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" --- m
.30 II/SF L. L- 6'- 0" 6'- 4" 7'-11" ---
1-.3/4"x_0.032" _ - r:
20 #/SF L. L. 8'- 7" 8'-10" g'- 6" ---
30 #/SF L. L. 7'- a" 7'- 4" 8'- 1" --- !:
3"x_0.026" Ii
ri
20 #/SF l. L. 13'- J" 13'- 4" 13'-10" 14'- 6" I}
30 #/SF L. L. 10'~ 9" 11' - 0" 11'- 6" 12'- 4"
3"x_O.032" ,
20 #/SF l. L. 15'- 1 " 15'- 2" 15'- 7" 16'- 2" !
I,
30 #/SF' L. L. 12'- .3" 12'- 5" 12'-11" 1.3' - 8" ;',
If
~ if!
1. TOTAL ROOF PANEL WID TH :::: ROOM WIDTH PLUS WALL WIDTH PLUS OVERHAN('
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L TABLE GOVERN'
[ba)WU'@fii)(Q}@ @., rn@OOOD@~ l?oC3o ~ ,
'~
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT :~
P.O. BOx 4368 S. DAYTONA. F'lORIOA .32121-4368 ~,.
PHONE, (904) 767-4774
FAX: (904) 767-6556 ~
@ COPYR/GH T. PART WITHOUT Ws:1/TTEN SEC. ION: 3
1995 NOT TO BE REPRODUCED IN WHOLE OR IN
P!::RMJSSION FROM LAWRENCE E. BENNETT. P.L P Ai;;' t 8-13
,
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-48
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A TT ACHED ALUMINUM CQVERS
Ii
f i
FAS-TI!NED DETERMINED
'BASED ON 'CONSTRUCTION
OF HOST~TR(tJaTURE
HOST
STRUCTURE
OR .FASGFA
CONNECTION REQUIRED
(SEE DErAIL)
/'
/
"
PAN OR COMPOSITE PANELS. ~;
USE CORROSION RESISTIVE SCRE ". PANS
ANCHORED W/ #10Xl/2" @ -'l/P " INTO
RECEIVING CHANNEL AND 1 #1 Ox1:; 2" @
RIDGE CAP CONNECTION TO RECE , ING
CHANNEL. COMPOSITE PANELS I, E
1/4"x t+1/2" WITH 1/4" WASHE ~ SCREW
THROUGH RECEIVING CHANNEL F ,'M TOP
CAULK ALL CONNECTIONS. Ii
EXTRUDED ~REAKMETAL HEAqR
0.032" MIN. ' i
~
2" x 4"
2" x 5"
2" x 6"
2" x 7"
2" x 8"
2" x 9"
CONNECTION TO HOST STRUCTURE :1
HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VAR : US
l.OAD CONDITIONS LOAD CONDITIONS
WIND VELOCITY LOADS DEAD + LIVE LOADS ri
GLASS ROOMS f'
HOST --STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57r~/SF
1. CONCRETE 1/4"xl-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ ,'.C.
2. WOOD FRAME 1/4"x?" LAG SCREWS @ 6" 0.C------------->2 @i," O.C.
SCREEN, VINYL, AND CARPORTS i
HOST STRUCTURE 100 tvlPH 110 MPH 120 MPH 22#/SF 32#/SF ~)7';/SF
1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' '.c.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.------------>2 @ J O.C
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FgilA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE 'ii 1
TRUSS BUTTS/SUB FACIA AND THOSE AR[^S SHALL H.A.VE DOUBLE ANCI,::"PRS
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 L, OCA TED 14,r:4 TO 1/3
THICKNESS AS BEAM BEAM SPAN AND STAGGE1~D EACH
PLA TE CAN BE INSIDE OR SIDE OF SELF MA TlNG BE~,.J1A.
OUTSIDE BEAM OR LAP CUT ~
BEAM SPLICE SHALL BE MIN, r d-l /2" t,. d- 1/2" t,. ," MAX. Ii;
OF d-1!2" HEIGHT AND '1 1 [i!
2(d-l/2") IN LENGTH l;:
MIN. SCREWS PER SPLICE ;,
TOT,I\L / SIDE OF SPLICE d=HEIGHT t' F BEAM
4/2 m
4/2 . ~
i ~ ~ OENOTES1~~:: PATTERNI
10 / 5 NOT NUMBER OF SCREWS ~
TYPICAL BEAM SPLICE DETAIL fIr
-46-
3
6-13
~Wl]'@Qi)@@ ~ @3@OOOU@ililg [pJ30
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O. BOX 4368 S. DAYTONA. FLOR!DA 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. PE
~:
@ COPYRIGH T. 1995
A TT ACHED AL.UMINUM COVERS
(1,tilWli'@UD@@ f30 ~@OOOD@tmg [JJn&.o
CIVIL ENGINEER AND DEVELOPMENT CONSUL TANT
P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4.358
PHONE:, (904) 767-4774
FAX, (904) 767-6555
NOT TO ae: REPRODUCED IN WHOLE OR IN PART WiTHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
-52-
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