HomeMy WebLinkAbout95-4916
. "
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit N'
4916E
~~
Date,5-?-<JS
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'5:
Zoning:
Description of Work
/.;. Energy Code:
-A ~PA-'l /)~
- ~ lJ ZJ 00 _/oy c.J
Radon Gas: ~ yr
Parcell.D, #
NO OCCUPANCY BEFORE C.O.
Complete Plans. Specifications and Fee Must Accompany Application, C.O. __
Ail work shall be performed in accordance with City Codes and Ordinances,
InspectDr'
:::. SL:S~IJJ' tJ/
Valuation or
Contract Price
~'f 96- trD
,
City License Registration #
State Certified License#
7r?--1 t.f6.J.-s
BUILDING
MECHANICAL
Lintel
FRM.
Insul. CL
WL
Breakers
Ducts Insl.
Compressor
Final
Driveway
necessary due to anyone of the following reasons, a
e made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty co truction.
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.
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APPLICAnON FOR PERHIT
CITY OF ZEPIIYRBILLs
BUILDING DEPAR'DIENT
OWNER' S NAHE
/
/,--4 r r '--/
/
~?Lj-S-
~' ,
//7/) /7
~L747-€
PHONE
'Za~.0> !_ c
/
7W ~.2 Lj-1/
AL .-/ ?-t t!-I--Ic_
. /~ /'L.-
0WlIER t S ADDRESS
JOB ADDRESS
c; a~_
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LEGAL DESCRIPTION: LOT(S) / // Lj-O B~SUBDIVISION A-c--d~.t'-: ?-.L/:~_
~ ,.
PARCEL LD.' ~.? .J-S-;:21 ~><A 60~o Ie} ~ (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:~ew Construction --..Addition --Alteration ___epair _Install
_Sign
--Jove
_Deaolish
PROPOSED USE: _Siogle Faaily
---.Jf./F
_' of Units
---.Jf./H
_eo..ercial
_Indust.
_Swia. Pool
~ther5' C'''<-e.p..., ,t-,c'AC-
-. '"
Restaurant & Health Departaent Approval
DESCRIPTIOII OF WORK: )'C /-.,...e--P/-j /-?o~
BUILDING SIZE: ) ~ X ?-1,
Square Feet, ?
Height
RESIDENTIAL:
cotIMERCIAL :
ATTACH (2) PLOT PLAIIS & (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 COIISTRUCTION.
PERMITS REQUESTED
-BUILDING
$
Valuation of Total Construction
_ELEcrJlICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
__lEClWlICAL
$
Valuation of Hecbanical Installation
--PLUHBIIIG
GAS
ROOFING
SPECIALTY
TYPE 9F COIISTIlUCTIOIf: _Block _Fraae _Steel
Other
FDII.SBED PI.OOlt ELEVAnOIlS:
FT.
IS PROJECT III FLOOD ZOO AREA?
******************************************
YES NO
CONTRACTOR SECTION
BMJ.Da COHPAIIY ALL- A-:n-.pA'/t;4~ ALt:,;.Jr..I/?";
~ . 'II State Cert. or Regist.' )'L t' 0 ~;:26~
. Signature 7~ #- ~~ City License Registration' '7 :.J-
** *************************************
RJ.RCTRICIO
COMPANY
State Cert. or Regist. .
City License Registration .
******************************************
Si mUll ture
PLIDIBER
COMPARY
State Cert. or Regist. .
City License Registration .
******************************************
Signature
IlECllMlICAJ.
COMPANY
State Cert. or Regist. .
City License Registration f
******************************************
Signature
OTRRR
COMPARY
State Cert. or Regist. ,
City License Registration ,
******************************************
Signature
APPLICATXOJI - BY 71/1/V1,!2o G lh n-1.r
PERHIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
!be undersigned understands that tbis perlit lilY be subject to Ideed restrictionsl wbich lilY be lOre restrictive than City
regulations. the undersigned asSUles responsibility for 13Pliance witb any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas bired a contractor or contractors to undertake work, tbey lilY be required to be licensed in accordance witb
state and local regulations. If tbe contractor is not licensed as required by law, botb the mmer and contractor lilY be
cited for a .isdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
reguireJeDts lilY apply for tbe intended work, they are advised to co.ntact the City of Zepbyrbills Building Departlent, (813)
788-6611.
FurtbeIlOre, if the owner bas bired a contractor or contractors, be is advised to bave tbe contractor(s) sign portions of tbe
IContractor Sectionsl of this application for wbich they will be responsible. If you, as the OIIIler sign as tbe contractor,
you are indicating that you, ratber than the contractor, are responsible for tbe IIOrk. If tbe contractor wishes you to sign
as contractor that lilY be an indication that be is not properly licensed and is not entitled to pertitting privileges in tbe
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, tbe applicant, bave been provided .itb a copy of IFlorida's construction Lien LaI - BoIeolmer's Protection
Guide' prepared by tbe Florida DepartJent of Agriculture and ConsUIeI Affairs. If the applicant i8 8OIIeOIla otber than the
lowner', I certify tbat I bave obtained a copy of the above described docuIent and proUse in good faitb to deliver it to the
Downerl prior to co.enceJellt.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all tbe inforliltion in tbis application is accurate and that all work will be done in COIPliance witb all
applicable laws regulating construction, loning, and land developleDt.
Application is hereby lade to obtain a perlit to do .ork and installation as indicated. I certify that no work or
installation bas CDlenced prior to issuance of a perlit and that alllOrt .ill be perf ODed to _t standards of all 1_
regulating construction, City codes, loning regulations, and land developll!Jlt regulations in the jurisdiction. I also
certify that I understand tbat tbe regulations of other goveIDleDtal agencies lilY apply to the intended IOIt, and that it is
If responsibility to identify wbat actions I lUSt take to be in COJpliance. Such agencies include but are not lilited to:
t Departlent of EnvirOlllelltal Regulation - Cypress Baybeads, Vetland Areas and EnvirOlllleDtally Sensitive Lands,
Vater /Wastewater IreatJent
t Southwest Florida Vater ManageJeDt District - VeIls, Cypress Baybea4s, Vetland Areas, Altering Vatercourses
t ArIY Corps of Engineers - Seawalls, Docks, Kadgable Vaterways
t DepartJent of Healtb i Rebabilitative Services, EnvirOJll(lJltal Healtb Unit - Vells, Vastewater Ireatlent, Septic !ants
t US EnvironJental Protection Agency - Asbestos abateJeDt
I also certify that, if fllllilterial is to be used in Flood Zone 'AI or 'A,etc.', it is understood that a drainage plan -
addressing a lCOI(l8DSating volUlleI .ill be sublitted .bich is prepared by a professional engineer registered in the State of
Florida prior to pellit issuance.
A ~it issued sball be construed to be a license to proceed witb the IOrk 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 tbereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery pertit issued shall becCIIe invalid
unless tbe wort authoriled by such pellit is ~ced witbin sillOntbs of issuance, or if work authoriled by the perlit is
suspended or abandoned for a period of sil IODtbs after the tile the IOIt is ~ced. One 90 day atension of tile, lilY be
allOled for tbe perlit witb fee charge of $15.00. !be atension shall be requested in .dting to the Building Official. An
approved inspection lUSt be logged during each sillODth period, or tbe project .ill be considered abandoned.
VARHIKG to NIR: YOUR FAILURE 'lORICORD A KOlICH OF COIMIICBIlBHf MAY RESULI IK YOUR PAYIKG nICH FOR IIIPROVIIIBI!S 10 YOUR
PROPBR'IY. IF YOU IJI!IIID to OB'fIIK FIlAlfCIKG, CONSULI VID YOOI LlllDBR OR III A'l'l'ORDY BIFORE RICORDIIG YOUR KOlICH OF
crJUIDCIIIm'. JOBS UJlDBR $2,500 IK VALUlIlO KOIIfDD to RECORD lIID POS! A 'KOIICH OF ClIIIIIICBMIII'lI.
SIGJIA'IURE: COJI!IIAC'IOR
SIGJlAfURI: (MlIR OR AGm
SIAIE OF FLORIDA
coum OF
The foregoing instrument was acknowledged
before me this , 19____ by
S'IA!E OF FLORIDA
coum OF
The foregoing instrument was acknowledged
before me this , 19_ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
C1t{ .ILI ~Y
APPL:,CATION FOR
FLORIDA
WORKl:RS COMPENSATION INSURANCE
111/, :tf,:p/lcltmn must /)6 tyfl.~.'1 !" prInted anti IIkM. III d!lplCSttl.. ~It/I.'
.....--.. ---. '-. '.'_..'_. . . .u'.~' .-'" '.. .... "~:-.~-_.~..' .~!:'.!7~U
FOI Divl,'o" U.. O"'y
.rreouvI 0"'1:
Importllnt: In,lrl/cUen" Ie, ealrtple""sr "". 'Pl'licllllion elln !", fnll..... In tho Floridll WOfklf~-C~m"n'o".n In,qr.ncI PICII1-lnle'm"U'n "nil
Proefldurtt_tf..nllb..... Thh,I,."dbeelr Ie .vell,b'e Irorn NCCI-O,rler "rolleul"l) e "0 p"k "I Comm"iSl Orlv.. II.., AlltCln, ilL n"'7.
"'I"', ''''I''e' 11'1 ctll"~i,,(,.~ 8nrl 'eqUQIltDd 11l!o,",eliolll"Q,nug",y. Omi~oienll mllY ""lIlt In d6l.y of COy",,;..
Th. ""dllllf~nld .mplay.r hlrlby IDDlI", lor W'Orktr. eO'T1ron~lll;,," i""u'.nce I" Flo,ide,nd ,)(p,.n!lly 'Oprolont. lh.. ,uC!h Inturlnal " tought 'n g""d ',,"h.
This epplietlli.,,, d"olJ "nl p,o...ida OOVII.,..
I. GENERAL INFOAMA TION
I'll NAM& :OF'.EMP~6''t!A ',.'.::'
': I ' ..' I ~:. . .' ~.
.....~-.--
Previously Faxed a
. ESTIMAT/iD'
AIiVEHUI
dU<.-::co
t W,\l\t~G ACORESS
4. PRINelFAL LOCATION 2 ~ -
S. OTHeR FLORIDA LOCA TlONS If'DW-,.
~~OLL OFFice AODF.E9S ::..>
Zip
\1)
l_OAl ST ^ TUS \f Sol. ''''"''.'0;.'0 "".O"h'. 0 CO,"O,"IIo. 0 'Othor (O,.'o'n): ~
I, 'he Oppl~'nl Ie.nhy '.....d Ih'ough common mono.o"'onl Of Own.. ship 10 .ny enlhy nolllsto~",., WO.lh., co,,,... 18 raqu.".. ~ 8J
ornol1 OYu"'O'No. ~..'.\.'.", ....:;~... .,~ ~..
-an .::'. ........ ' _.,,>.:.,. ....,',..:'j... "'-..r
If YOlI. 8llpl31n: .... '. , ... .'Lv ',.'
':t; ,,'
.'\
. . .
You must ltrtlloh a r.opy 01 your most rp.cently lil"d Ins larm 94 t (Er11pl~yer' Quarterly r-9deral Tax ~turn, or any equlv<tlent $111le. or
fedn.r<tI.reqUlrod current verifiable peyroll record (e.g" IRS 9.tO.941 E, 942 or 943 or stale unemployment W8ge report). If no such rllcord
Is 8t1achod. oxplaIO:.,' .'1', \. .
".~:t" J. ; ", "
, l<a, Ih". boo. a nam. ohon.. "'. OO''''''d''"o. m.rg" or olh" owno"hlp Chan.. dUllng Ih. """ Ih,.. ye...? 0 V.. ~
II Y's, glv. .",lou. nom. _Old dale., oh.ng. "'d conleo1lh. NCCI-AII.nllo Owl".n ,"u1.n EAM.14: _ ~
-----.-.......-.
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Aro thflrn uperallons In states other than ~ioridtl? 0 Yes 9. If yos. you must list those stales and give langth ", lime In business
by ~ate:
"
------.------
Are ~ou requesting coverage 'or any 0' 1l1ose stales? 0 Yes @~ If yes. you must Iis1tho5lJ stat"s:
r ____..I.
.,.... nolt: Cove...1 In .ddillonll ""ies" 'ubi'CIIO Fl"d Oll~, and carri.. 'e"ew 10ld Ipproval. Coverage may.nOI be ..allabl. In
some stlltes.
~GEN;~tJi.P s'MFJPN>>ft~GENCY
1CY Naml) ..l.837 7TH STREET .
DADE CITY. FLORIDA 335Zb
~S9_ (9114) M7-5454
.'
Fax No.
11 U CL1 ~l( ~I
"hone No, _:J 6 . '-JoD . v v..."
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CONTRACT
THIS CONTRACT made and entered into this j, day of
,X" " , A, D., Nineteen Hundred and Ninety-~e; by
and b~tween II i /1 <1. . ," i ' of the City of _j
County of , State of Florida, Party of the First Part, and
J ~ ~
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Part / of the Second Part,
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WITNESSETH: That, in consideration of the covenants and agreements
hereinafter contained on the part of said Part of the Second Part the said
Party of the First Part does agree as follows: I ,
, ,/
I
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IN CONSIDERATION THEREOF, the said Part
agree_ to pay to the said Party of the
.1 /, ' / Dollars ($ ., i///'
of the Second Part
First, the sum of
) in the following
..
manner, to-wit:
'..-'
Ily .'
IN WITNESS WHEREOF, the above-named Parties have hereunto set their
hands and seals on the day above written, and for themselves, their heirs,
ad~strators and assigns, do hereby agree to do the full performance of the
covenants and agreements as hereinabove set forth.
WITNESSED:
SIGNED:
- .
(SEAL)
(SEAL)
(SEAL)
ALL AMERICAN ALUMINUM
P.O. Bex 765" "-,
LAce CHEE, F"L 3353'7'~,
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MOBILE 1 -B 1 3-7B3-4625
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ALL AMERICAN ALUMINUM
P.C. Bex 765
LAceecHEE, FL 33537
MOBIL!: 1-813-783-4625
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'71 '1)
o/f'L ejale
..._-,~_._-_.,-'_._-
1 -800-533-4505
.~'rliO CH!~D ALUli\v,:1HNUM COVERS
F AS n~~l~l" [)[ TERtv11NEU
[3A~;rU ON CJ!'~SH<I_;C liCi!-J
JF- cy r STf\UCTlJRf
HOST
~) TR U CTU f\t
()r~ FASCiA
PAN OR COMPOSITE PANElS
USE CORROSiON RESISTIVE SCREWS. PANS
/ ANCHORED W/ #1 OX1 /2" @ j/PAN INTO
/ f\[CEIVING CHANNEL AND 1 #10, 1/2" @
I RIDGE CAP CmjNECT!ON TC F\ECEIVli\JG
'~":"'-------t-- CHAN~~EL COMPOSITE PAI-JELS USE
t J, 1/ 4"x t+ 1 12" WI TH 1,14" WASHERS SCREW
----...---t-- J THROUGH RECEIVING CHANNEL FROM TOP
L~ . '" CAULK ALL COi'JNECTIONS.
"" i
'~
" EXTRUDED OR BREAKMETAL HEADER
0.032" MIN.
CONi'JECTION REOUlf\ED
(SEE DETAIL)
CONNECTION TO fJOST STRUCTURE
HOST STRUCTURE m\ FACIA & SUB-Fi\Clf\ CONNECTION REQUIREMENTS FOR VARIOUS
LOAD CONDITiONS LOAD CONDITIONS
Wii'iD VElOCI TY lOf\DS DEAD + U VE LOADS
GLASS ROOMS
HOST STRUCTURE 100 MPH 110 Mf-'H 120 MF'H 22#/SF 32#/SF 57#/SF
1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" OC.------->2 @ l' O.C.
2. WOOD FRAME 1/4"x2" LAC SCR[WS @ 6" 0.C--------.---->2 @ 1" O.c.
SCRElN, VINYL, I\ND U\RF'OfnS
HOST STRUCTURE 100 Mf-'H 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF
1. CONCRETE 1/4":<1-1/8" COr-JCRETE SCREWS @ 12" 0c.------->2 @ l' O.c.
2 WOOD FRAME 1/4"x2'" U\G SCf~EWS @ 12" 0.C.------------.->2 @ l' O.c.
NOTES WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CM~ BE OUTSIDE THE
TRUSS IJU ITS/SU!J f'AC!!\ /\ND !HOSf~. AREAS SHALl_ HAVE DOUBLF I\NCHORS
Al_L SCREWS INTO TflE HOS r SmUCTURE SHALL HAVE MIN 1-1/4" WASHERS
OR SHALL BE WA'..;~I R IH;\[)!JJ SCREWS.
PLATE TO BE SAME WALL ,
THICKNESS AS BEAM "
PLA TE CAN BE INSIDE OR ~,
OU TSIDE BEA.M OR LAf--' CU T
BEAM SPLICE ShALl_ BE' Mli':
OF d-1/2" HEiGHT AND
2(d-1/2") IN Lb"JGTH
MIN. SCREWS PEf~ SPliCE
TOTAL / SIDE OF SPliCE
2" x 4" 4 / 2
2" x 5" 4 I>
2" x 6" 4 / 2
2" x !" 6 .:5
2" x 8" 8 4
2" x 9" 10:C,
".
'" ' d - 1 /2" d - 1 /2" b1" M A X.
~+.. 'r ---t
V4H.r · +. +r. + + +~i~' -r. d=HfIGHT
3/4"Lf - + + +
I 1" MAX.
SPliCE TO BE LOCATED 1/4 TO 1/3
BEAM SPAN AND STAGGERED EACH
SiDE OF SELF MA liNG BEAM
OF BEAM
DENOTES SCREW PATTERN
NOT NUMBER OF SCF~EWS
TYPICAl [J[A~~ SPLICE DETAIL
[1@W[]'@[ii)@@ ~D []3@[ii)[ii)@\J\Jp ~D~~D
CIVIL ENGINEER AND DEVELOPMENT CONSUL TMH
PO. BOX 436B S. DAYTONA, FLORIDA .12121-436B
PHONE, (904) 767-4774
I AX: (904) 767-6556
@ COPYRIGHT, 1995 NOT TU BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
1'[Yfji:. (1~1 11,~C\fvl I AWI,'INCE f. BFNNE1T, P.E
SECTION: 3
PAGE. ~~~3
rl!'
ALUl~J~NU~Vv
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(OVERS
TC'P OF GRADE
S'd" r'UTtD POST
WRAPPED W / FELT PAPER
3/S"x,3 1 12" BOLT
SO LB. 2500 F'Si
CONCRETE PRE -MIX
3"x.3" BASE
Ai UivllNUM CONV[NTIONAL_ COi~STRUCTION
l'OI\Cf! I JOS T CONNE eTI ON
POST IN CONCRETE
W/ #4 OIA. BAR
12" LOr'~G
/'.I~l }17/
/ Ji/ /
1'- r'-'~'it ~
lu I ~_J) )",
1-- L___.V~/;K
, I I I~
+-.-:"--f
ISOI /\ TED FOOTING
POURt:D CONCRETE
REFTR TO TABLE 5
(PAGE 12-13)
NOTE NO F OOTlr~G RECUIRED EXCEF'T WHEI\) ADDRESSlr\JG EROSION
2' -- 0" MI~~,
[1fT or;: F ~,i (iP I
1 ~5 ~~~...CONT. ~l'" 1~#;":_~~ CONT
1 2 ~:: .
._~ II - _
s"
f
MODFRL\ TE SLOPE FOOTING STEEP SLOPE FOOTING
;) " /1 2" -- l' -) 0' > l' - 1 0 '
:3
NOTE; FIBER MESH CONCRETe [lUES
NOT REQUIRED WII'<[ MESH
F-LA T SLOPE / NO F()OTiNG
o -- 2"/P"
SLAE3 DETAilS ADDF\[SSING EROSION
[1auw[]'@[JjJ@@ @;o m@[JjJ[fj)@QUg lPo@;o
CI' "NGINEER AND DEVELOPMENT CONSULTANT
P 0, "ox 4j68 S, DAYTONA, FLORIDA 32121- 4368
jOHONE: (904) 767-4774
'AX: (904) 767-6556
:)PYRIGHT, 1995 NOT TO BE R[P~'OUIJCfD IN WhOU:': OR IN PART WITHOUT WRITTEN
PERMISSIO~J fROM i /,WR[NCE i..' BENNETT, P,E,
-45-
SECTION: 3
PAGE 5=~3
GLASS r~COO)MS: SOUID WALLS AND COVER
TABLE 3: MAXIMUM HEIGH T OF UPRIGHTS t~or~ SCf~EEN AND GLASS ROOMS
EXTRUSTIONS AND SELF MATING BEAMS OF 606.3 T- 6 ALUMINUM ALLOY
USING SCREEN PM~EL WIDTH "w" (SEE i iCAI_ GLASS FWOM DRAWING), SELECT
UPRIGH T REQUIRED FROM THE MA,X HEIGHr AU_OWED FOf< EACH EXTRUSION
36"
42"
48"
WIDTH "w"
54" 60"
66"
72"
78"
EXTRUSION
2"x 2",>< 0.044"
9'- 2"
2"x 2"x 0.050"
10'- 2"
2"x 2"x 0.09.3"
12'-10"
3"x 2"x 0.050"
10'- 8"
2", 3"x 0050"
12'-<0"
3"x 2"x 0.070"
13'- 8"
8'- 6" 7'-11" 7'- 6" 7'- 1 " 6' -- 9"
g'- 5" 8'--10" 8'- 2" 7' --11 " 7'-- 6" 7'-- 2" 6'-11"
11 ' - 11 " 11'- 1 " 10'- 6" g' --11" 9'- 6" g'- 1" 8'-- 8"
9'-11 " g'- 3" 8' g" if -- 3" 7'-11 " 7'-- 6" 7'- 7"
,)
11'-11" 11' - 1 " 10'- 6" g' ..11" g'.- 6" g'- 1 " 8'- 8"
12' 8" 11'-10" 1]'. ~) " 10' 6" 1 cJ' -. 1 " g'- 8" 9' - 3"
NOTES: GLASS ROOMS THE ADDITION OF AN .'\LUMINUM FRAME WINDOWS W/ GLASS
PANES THAT ARE DESIGNED TO 110 MPH wlr\jO LClAD F<EQUlf<EMENTS TO THE
ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDI Tlm~AL
F,r;; AMING IS NOT REQUIRED.
[b@W[f'@[][}@@ ~o W@!JD[;l1@GGfj [;'Jo[~o
CIVII_ Er~GINE[f~ Ar:[) DEVELOF'MENT CONSUL rANT
p~} BOX 4369 S DAYTONA, FLOR,OA 32121 4365
Pe,ONE' (904) 761-4774
f'AX. (904) 767-65:)6
@ COPYRIGHT, '995 NOT TO BE REPRODUCED ,'-I W,"OLE OR II, PART WITHOUT WRITTE'-I
PERMISSION FRO,'v1 LAWRE~<Cf E BENNETT, PF
SECTION: !5
PAGE U(().~UU
--83-
SCREfEfNJED fENCtOSUIF~ES; SCREEN / ViNYL WAllS AND StOLID CtOVER
OVERHANG VARIES
2' 0" MAX.
2"x__~_ BEAM SET TABI_E 4
Jl-C II~C_ -~C r~: i C___} ~ -~!
~Afi IEsli":-Cf] EV SL ~~~~~i~~:: ~~ Ad- - C --J
I
3 1/7" SLAB ON
GRADE OR RAISED
roo TlNG
TYPICAL GL 1\55 RCJO~1 w: Tf! ',OUD Roor. TYf"ICAL FRmn VIEW FF<AMING
'" (HEIGH r OF UFJr';:IGH T I'~ ME .ASIIf':f/) f 1,:m,1 TOP m 1 "x2" PLATE TO BOTTUH OF ViALL BEAM)
AIUMi1\lUM PAr'Jfl C::JVf f<
-1--V'!/~ - f___W12___.~/:/::..: ~.: w
. I // // /' 0:::'
OH'r-Je- i /~/> 2
I I /' u
~~ I I I Jr- f~~ a
r= ~ .. / / tfi
~'. //trl-- -I :/ ..J~~; ~
~ t~J,'j2C';~ c"
I "w" VARIES I
f---- ------.---_.___}
2"x _ Br;\M I\r~r) (\)1 UMN',
MAX COLUMNS, ~;PACING
SEE T Af3l E~;
iYPI CAt_ GL/\SS F\OOM
NOTES:
1. ANCHOR 1" x 2" OPEN 8/\0< [ XTFWSION WI TH T APCON 1/ 4"x2 1 14" I_UJCTH OR EQUAL
MAX. OF 2'-0" O.c.
ANGIOR TO WALL WI TH 1 1/2" #1 U ~;MS WI Tfl WASHERS 2'-0" O.C SPACING
ANCHO,P BEAM AND COLUMN IG\jU GfAM WI TH ANCHOR CliPS AND #10 SCREWS AND
WASHERS
2 MIN. SLM3 THICkN[SS ulr~ SL!\[l l1N,;f<ALk IS .3 1/2" CONCRETE
,) SELECT FRONT WALL BEAM FROM l/\HI F: USING LARGER "A" VALUE OF W/2 OR W/2+0.H
4. "w" is CLEAR DIS1M.JCf HWM HO::.i! SlRUCiURE: TO FRONT WALL BEAM
[h,EilwU'@uo@@ @;o m@UOUO@tm[J rfJo~o
CIVil UKINEfR AND DEVELOPMENT CCNSULTANf
PO BOX 4369 S. DAYTONA, FLORiDA 32121-436:3
PHONE' (904) 161"4774
ccAX (904) 767--6556
@ COF'n,IGHT, 1995 ~JOT '[0 LJE I-!EPh'ODlJCU) I,,, WHOLE OR iN f'ART WITHOUT WRITTEN
f~ERMISSION FROM LAWRENCE E. BENNETT, P E.
SECTION: :2
I';\G[. -u~t2
EXAMPLE FOR SPAN "L" ON DRAWING USE LOAD WIDTH __ "W"/2r O.H.
. 2"x 4"x 0050" TILT BEAM: L_OAD WIDTH -. 14'/2 + 2'OH. _ g'
. LOf\D WITH -- g'; LL. @ 22#/SF BEAM SPAN _ 7'- ~)"
BEf\M SIZE F1EAM SPAN FOR DESiGNA TE.D l_OADS
BEI\M LIVE LOAD WiND l_OAD
LOAD WID TH 22#/SF J2#/SF 100 MPH 110 MPH 1 L'O MPH
"'-~-~- ----.--.
llL 1 El[AM or~ 2"x j"xO.050" E.XTRUSIOt\J__________________________
8'- 1" 6'- 7" g'- 0" 8'- 1" 7'- 5"
7'- ,1" 6'- 0" 8'- ]" 7'- 4" 6'- g"
6'-10" 5'- 6" 7'- 6" 6'-10" 6'- ]"
6'-- 5" 5'-- 2" 7'- 2" 6'- 5" 5'-10"
6'- 0" 4'-11" 6'- g" 6'- 0" 5'- 6"
5'-- 8" 4'- 8" ES'- 5" 5'- 8" 5'- 2"
:')'- 5" 4'-.5" 6'--'1" 5'- 5" 5'- 0"
12' 5' - 2" 4' -- ]" 5' -..10" 5' - 2" 4' _ g"
2"x 4"x O.050"x TILT BEAM ___._________________________________________
g' 9" 8'- 0" 10'-11" g'- 9" 8'--11"
8'''-11'' 7'-]" 10'-- 0" 8'-11" 8'..- 1"
8'- j" 6'-. 9" g'-. ]" 8'- ]" 7'- 6"
7'-. 9" 6' -- .3" 8' - 8" 7' -. 9" 7'- 0"
7' - S' 5' -- 11 ,. 8' - 1" 7' - .3" 6 ' - 8"
6 '-11 " 5 '.. 7" 7' - 9" 6' -11" 6' _.. ]"
6'-- 7" 5'- 4" 7'- 4" 6'- 7" 6'- 0"
6'-- j" S'u 0" 7'- 0" 6'- ]" 5'- 9"
0.044"x 0,120" S.M 8. ________________________________.___________
12'-10" 10'- 5"
11'-- b" g'- 6"
10'-10" 8'-10"
10'- 1" 8'- ]"
g'- 6" 7'- 9"
9'- 1" 7'- 5"
8'-- 8" 7'- 0"
8'- .3" (3' -- 9"
0.050"x 0.120" S.M f3._ __ _ ._____.___________.________________________._
15'- 2"
13'--10"
I ,{-1 0"
12' - 0"
11' - j"
1 0' -- ,'-)"
1C)'__ 3"
g'- 9"
I
l) i 11 L, r\ \
,It'l)l, jli,,;!:, W/ '<11;(1 ,<(II)">, b(\b.' '
!\
2"x 3"xO.050"
5'
6'
7'
8'
9'
10'
11 '
5'
6'
7'
8'
g'
10'
11 '
12'
2"x 4"x
5'
6'
7'
8'
g'
10'
11 '
L)'
2"x :S"x
5'
6'
7'
8'
g'
10'
11'
12'
EXAMPLE
12'-
11' --
4"
3"
S"
q"
2'
Sl"
4"
.'1"
16' --11"
15' -- 6"
14'- 4"
1 j'.- 5"
15'- 2"
13'-10"
12'-10"
12'- 0"
11'- ]"
10'- 8"
1 0'- 3"
9'- g"
U'-10"
12'- 8"
11'- 8"
1 (I' -- 11 "
10'- 4"
10'
0'
.!
c:'
:J
R'
8' -
1)"- 8"
1 :~' -- 0"
11 '- 5"
1 () 'n 1 ]"
9'-,- 9"
g'.... 4"
8'-11 "
.!j'
[bC1DWI]'@[jj]@@ ~c W@[JJ[]D@UalJ ~C~~O
CIViL ENGINEER AND DEVELOPMENT CONSULTANT
f) O. BOX 4369 S. DAYTONA, FLORiDA 32121- 43E'8
f"HONE' (904) 767-4774
fAX: (904) 767-6556
@ COf"rR'CfH. 199:', fHll [(1 IJfu r;:EPF<OnUC'EI; if, WHOLE OR IN PART WIThOUT WRITTf:N
P[l,MI'';Si()N 'ROM LAWI"! NeE E. E3ENNE-TT, PT.
SECTIOf~: 2
PAGE 9=~2
-32-
'"
SC1~\IL]~IN~~D ENCIL(\-])SU~9lE
~<;~((;n~cJ~N I V~NVl WAllS AND SOUD COVER
];\[11 f 1. MA><J,\1liM ~)i)AN~; Il)i~ " l\r~[)Ai\li /\llH-W\jUM f,'
3105 I! 28 AI LO'y
WI'\j[) I O;-\[)S: C!\Rf)()I~ (~::f\I!', "\)()~v1:.';, AND UTHER :JPU, EJiJILDI~.JG::i
() 'j C () N [J I T I () N t'J (i ,\ II ~'O H . .J' () I j j' 0 H.
.3 " x O. 026 " 1 () U M jj I i W. L . 1 ~/ 1 6 '- 1" 1 6 '- 5 " 1 7' _ 0 "
llU MI'II W.I 11' j 14' 5" Lt'-Ie" 1~)'_ ("
1 2 () MfJ H W I 1 j' 1.3 'H ~) " L'J '. 7 " 14' __ 4 "
3" x U 03/" 10U MP!I 'Nt 13'..10" 18' .11" 19'~. 3" 19' g"
1 10M P I 1 IN I 1f; , lb' 11" 1 i' -- 4" i j' 11"
1 ) U M f' Ii W 'i" ,1" 1 :) 6" 1 :,>' -- 1 1 " ~ ()' _ 6 "
U VL I () AD; A I.! iJ II it Ii i r~:, il I ) L :)
C).H. cmml liON rj(1 C\H
." > 0 0 2 6 " ;, I) I ! 1 () ,
::0/1/,1 I l I.Y I"
3" x 0032" ;; #/':..;1, L.I. 1",'. 't
jCJ ! .1 : 4' 11"
1 JO 1/\1 f\OQF PM,! l WI, ill I~C)OM
2. H1[ SMALLlC) r V/\l UI UI I HI VM~I)
I M3lf 1. Mj.><I~.I1UM C.;PMj''; I ()h'
fl !\ N E L W/~ 1 ( i' I I 11
Wirm LOADS
CARfJOf\ rs, :3Cf'\f FrJ & Vlr~YI
011. CONDIIlmJ
3"x 0 026" 100 ~1PH W!_
110 MI1II WI
1:10 \1f1H WI.
3"x 0.0.52" 1 00 Mf)H Wl.
110MPHWl
120 MPH W 1_.
4"x 0.026" 1 00 Mf'Jlj W.l.
11Cl MPII WI.
1:2U MF'H W.i.
4"x ()OS)" 100 ~llfJfl Wl
110 MPH Wl.
120 MPH W.L.
ll\lE LOAD (INCLUDES 2 # /SI
ALL BUilDING TYPES
3"x 0.026"
3"x 0.032"
4"x 0026"
4"x 0.032"
1. JOTAl_ ROOF
2 THE LESSER
f 1 II N [I. S OF
l' O.H. 2' O.H. 3' O.H.
1(:,' 2" 16'.- 7" 17'- 2"
15' j" 1.3' ~ 8" 14'- 5'
Hr- 5" 18'- 9" 19'- j"
L)' 1" 15'- 6" 16'- 1"
WiD rH PI US Wl\,lL WIDTH PLUS OVERHANG.
I DAD T ABl E OR THE L.L TABLE GOVERNS.
IN!ilJS TRi S r ANDARDALUMINUM COMPOSITE ROOF
I :)~J At UMlf\jUM Nl_OY SHEATHING & 10# EPS CORE
f~ClJM:" AND
f\jU (I f I
i ~)' 4"
Ij g"
6"
1 b' 8"
1 it'll "
7"
8"
I)"
~ Oil
L','..
1,'
,)
1'1
17'
11:-3'
16' .
15'
DE/\I'
8"
g"
j"
lOAD)
o IH t f~?
l' CUi
15'- 6"
1.3'- 11"
l' 8"
16'-- 9"
1 ~)'- 0"
13' 9"
1 r,'._ 10"
14' 2"
U'- 0"
18'~ 10"
16 '-- 10"
15'- 4"
OPEN BUll_DINGS.
2' 0'1 3'
15'- 10"
14' -- 4"
13'- 2"
17' ~- 2"
15'- 5"
14' - -,"
16'- 2"
14'-- 7"
13'- 5"
19'- 1"
17'- 2"
15'- g"
OH
10'
,0 -
6"
22#/St- 13'- 1" 1.3'- 2" 13'- 8" 14'- 5"
32#/~)F 10' 10" 11'-- 0" 11'-- 6" 12'- 5"
22#/SF 14' 2" 14'- 4" 14'-. 9" 15'- 5"
32#/51 11' g" 11'- 11" 12'-- 5" 13'- 2"
22#/Sf 13' 5" 13'- 6" 14'-- 0" 14' 8"
32#/<:";f 11'] 11'- 3" 11'- 9" 12'- 7"
22#/SF 15' 11" 16'- 0" 16'- 5" 17'- 0"
:57#/',[ 13' ]" 13'~ 4" 13'- 9" 14'- 6"
PANEL WID IH =c ROOM WID IH + W/\ll WIDTH + OVERHA\JG.
SPAN OF WIND LOA!) OR LIVE LOAD SHAll GOVERN.
15' -- 0"
1.3' 11 "
17' - 9"
16'-. 1"
14'- 10"
16' - 10"
15' - ]"
14'-
19' --
17'-
16'-
"l"
L
7"
9"
4"
Ii "\,'7[],@UO@@ ~o ~@GUuo@aaf) LPo@;o
fNGINEER Ar'JD DEVELOPMEN r CONSUL TA~n
I' O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368
F'HONE:' (904) 767-4774
fAX (904) 767--6556
-31-
@ COf'YfiIGHT, 1995 r.JOT 10 Uf f<II'f<()[)l!li [1 I~.J WII()1 L ,m IN fOAR1 WiTHOUT Wf,ITlEN
fOERMISSiO~; f ROM I AWR['.iCE t BENNE TT, fOE.
SECTION: 2
PAGE 3=~2