HomeMy WebLinkAbout02-1218
BUILDING PERMIT
Permit N!
13o'~
BUILDING
.25'~
ELECTRICAL
CITY OF ZEPHYRHILLS
(813) 780-0020
~5'P-
PLUMBING
1218
Date
s:~ f- O~
MECHANICAL
Sewer Conn
Water Conn:
"'operty Owne, ~ ~ " "0;f:g ~~
Job Address: h ~ l{ _ t\. ~_ _ &-r.
Parcel I. D, ,
Zoning: Energy C~de: Radon Gas:
Descriotion of Work ""It'\. t~v.. S..A--J ~(' ~ w / ~ J- ,<)' (!/l HAl.
. {5 I
Water Meter:
T.I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL -:2 /-- 03
DATE
C.O. "-21-C',
DATE
Inspector /,(J7J d- PI. V
Complete Plans. Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances,
City License Registration #
State Certified License#
Permit Fee
)<signature
Company
Address
~~k
Valuation or
Contract Price
t?D
;< if q)'JO .
~Iephone# '1<la-D~s'1
J-rf3 p~ 6?Lt;,~~
PLUMBING MECHANICAL
SLB (,5'-/3"" 0 :;. INo Breakers
Tub Set Ducts Insl.
Water Compressor
Sewer Final i/ "(- ;;zj- 0 3
./.c' / "1" '.' / "J(j.J-
Final 1./ 7 ,- "'-/- t7 3 C!....
~L'i
Trf3 pwI Cniti~--A~
11(jtA./1(/~.1 C/ec.
-# 14 -:l.
K~f~
JA1~~
BUILDING ELECTRICAL
Dt?({<-rI?!',,1( - It: 17 -&7:2. (<L r
Ftr. /(r /7 . C:J t<L 'f Tp, Serv,
Pre SLB ./ IJ -/1-0 ~!2L'1 Rough In
Lintel Meter Can
FRM, Const, Pole
Insul. CL Pool
WL Pre-Meter
Final / AI - r2/-1J 3
/IJC-l .)-
/<U-r
1t,T'o ~ tv-r.
~~""tL::b4 ~~"Y tf/vo
6 ' /1"- 1'.:2 "
Driveway
5f..eeJ !i--/3-0 ~ [-1730
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five and 00/100 Dollars ($25,00) shaH be made for each trip for each trade:
a. Wrong Address
b, Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d, Work not ready fo~ inspection when called.
e. Permit not posted on job site,
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
, ~ g,. Retire".
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4645 Airport Road
Zephyrhill
813.788.~4~L 33540-5238
813.788.3103 FAX
1l~Y\lYR1fl-l.
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SENIOR CENTER
..
~
9{ptes of tuterest
Zepbyrhills Senior Center
4645 Airport Road · Zephyrhills, Florida 33540 · (813) 788-0471
".
"Our Senior Center is a frierulIygathering pfiue for seniors
to continue to fearn, wort pray amf hefp one another."
. .
CITY OF
ZEPHYRHILLS
IINOTICE"
OF ADD.ITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
ADDRESS ' D1~~ J PERMIT "" I
lo3'fD ~i"Il'Y-;lPN 7/71102- /2L 8
THIS JOB HAS NOT BEEN COMPLETED The following additiqns or corrections shall be made before the job
. will be accepted.
,
Jnp ~D /:~ D~~ ~ ~N>IM~-rr~~ ~~ g~
~ ,- ~ C_ tts ~. rq~ _ eN ~~l_f 2.JqN 6- ~
-fLA~l-",'\i{S- ~'e.. P.ll~, fl-~ k.;1 b Jr. -C~r(i~ D~ ,:2.oo~
2Jl4 L-L-- i3 f. S L-I i) UN~ 141 j-riA/6 sJJ,1'J t-u.s
N011i t 12r-1/iL2J cft. ~u$ 914 LL biZ- (r~j)JilJ 0 0f ~
~~"VbruT w#'Tifi{L ft1.of'1 ~(,J,A/ (,-- t)I\),<I ~tLlt-\ AIl.M ~
.
II is unlawful tor any Carpent.r, Cantractor, Bulld.r, or oth.r persons, to
cov.r or cause to be cov.red, any part ot th. work with flooring, la.h, .arth
or oth.r material. until the praper Inspector has had ample time to approve
the Installation,
, AFTER CORRECTIONS ARE MADE CAlL
788-6611 FOR RE-INSPECTION
INSPECTOR --f~' sj;,.<; ~
OfFICE HOURS 8 - 5 MON.-FRI.
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APPLICATION FOR PEmaT
CITY or ZBPRYRHILLS
BUILDING DEPARTMENT
~ f'-9-(J;"'~
DATB RECEIVED 'f - :2 -O~
PLANS REVIBW I'EJI:
~ Tu..d'1 Spill\t4
t{4"-"'i"'\j~O~ D~.
LEGAL DESCRIPTION: LOT(S)
s fev e
10340
PHONE 7 r;r t - 9 S- / b
OWNER'S NAME
JOB ADDRESS
BLOCK
SUBDIVI S I ON <); ! v'~ /" 014 KJ
PARCEL ID # 0 ~ - d.~ -.;l, I - 0/20 - 00000 -0 95"() (OBTAIN FROM PROPERTY TAX NOTICEI
WORK PROPSED: ~EW CONSTRUCTION 0 ADDITION o ALTERAT ION 0 REPAIR 0 INSTALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
~WIMMING POOL
o MOBILE HOME
o OTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK ~-JrI~rv1 $lA/iMIM'....J roo I vV'1 dIU/( J- SC~~CA
BUILDING SIZE
RESIDENTIAL:
COMMERCIAL:
o BUILDING
o ELECTRICAL
o PLUMBING
o MECHANICAL
o GAS
o ROOFING
SQUARE FOOTAGE
HEIGHT
ATTACH (2) PLOT
ATTACH (3) SETS
PROPERTY SURVEY
PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
OF BUILDING PLANS & (1) SET ENERGY FORMS. ,. ~ ~
REQUIRED FOR ALL HEW COHSTRUCTIO~ t!J11l-O;~ .
PE::T~O::~:~HST~ ~ ~y
AMP SERVICE 0 FLORIDA pow~1 0 ' Jcr:tJ
$ J..l,oOO,
$
VALUATION OF MECHANCIAL INSTAL
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
FINISHED FLOOR ELEVATIONS
IS PROJECT IN
ZONE AREAD YES 0 NO
BUILDER
SIGNATURE
PLUMBBR
SIGNATURE
MECHANICAL
SIGNATURE
d COMPANY ,rrtJ INt ~M'4~ F"""
)~ STATE CERT OR REGIST # ~c;C"'CD $'"g., 3
/ CITY PROCESSING # rJ ~ s 7 ~
***************************************************~****~~*~ ~
COMPANY JiJ.A.iJtrnj z: lee.. ;JJc.. Co
STATE CERT OR REGIST # ec.C'COd1a (
CITY PROCESSING # / 'II). /0 ~
, v
*****************************************************************
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# C(?CO'iGC/3Y
'2 "3 ')-'l
Uf3;?f
COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
***********.*******************************************************
COMPANY:
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
OTBBR
SIGNATURE
-~~
COMPANY ~/F#I/'It/(/ n::>/V'5 4-..10"-,,
STATE CERT OR REGIST #
CITY PROCESSING # ~~~
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTT~NS
The undersigned understand~ ~at this peL~t may be subject ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBIl~I'rIES
If the owner has hired a contractor or contractors to undert,ake work, they may 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 may be cited for a misdemeanor
violation under state law. If the owner or int~ndedcontractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR'S!OWNERiS AITIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencieS may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall 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 shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become ipvalid unless the work authorized by such permit is commenced within
six months of ,issuance, or if work authorized by the permit is suspended or abandoned for a
perio'd. of -six months after the time the work is commenced, One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The ~xtension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
(~~~
SIGNATURE: OWNER OR AGENT
SIGNATURE:
t~/~
CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument w~~aQknowledged,
Before me this ~day of 9'" \ \ ,.19"""" _dQ))
by
't (name of person acknowledged)
o is personally known to me, or
who has produced
(type of identification)
and who Ddid [}lid not take an oath
. (1/0..,,-, ,,' LtJ-flli -./,/
Signature of p~son taking acknowledgment
"~"'" h
l1t~ pi'\, S eny Calhoun
Name t - - __~~
AIIBntE ~ Co., lnc.
-Pt~~ll)
STATE OF FLORIDA "i)'J.-'){I)
COUNTY OF . l
The foregoin? in;1trument was" aC4-nowledged" , ,..
Before me thJ.s 2> day of ' I4iJ, .j , Ja'.-:J.{)6)
by - r "
~,' , (name of person acknowledged)
~ho is personally known to me, or
o who has produced
(type of identification)
and whoD did Ddid not take an oath.
,1\1,.0vW: CO-t.hV
.~ \)
Signature of person taking acknowledgement
.,'"~'.l~U''''' Sherry Calhoun
Name ty~~ }_.m:~d
....:~ ~~~ Bmded ThN
""p,~,f.'\\,,, Atlantlc Boodfng Co., Inc.
d
]I~NTRACTINGI
Custom Pools and Spas
SWIMMING POOL CONSTRUCTION AGREEMENT
THE GENERAL TERMS AND CONDITIONS ON THE REVERSE SIDE ARE PART OF THIS AGREEMENT.
This AGREEMENT made as of the date of written acceptance of JTB POOL CONTRACTING herein termed "Contractor"
and ,Ie..' ,!, i ' 1" " " , (Owner/Prime Contractor) herein termed "Owner",
JOBADDRESS " '('I'. I\~!, '! \. CITY / "II".I,,!, /,.[( " ZIP " ,
MAIL ADDRESS ",.' "I' CITY ZIP
HOME PHONE '. I. .. ,/ t. BUSINESS PHONE ;' , ! I Contractor agrees to
construct for Owner, in substantial conformance with the specifications set forth hereinafter, the following described
swimming pool, h,erein call,ed "the work",
POOL SIZE .! ,,' . . DEPTH
GENERAL SERVICES
1 , Standard structural engineering plans and specifications,
2. Swimming pool construclion permits as required by municipality codes.
3, Contractor to hand form and shape pool.
4, Excavate and remove soil on day of excavation.
5, Install steel reinforcing throughoul structure.
6, Gunite-concrele shell to meet or exceed city or county codes.
7, One set of shallow end steps,
8. Complete hook.up of all waler lines from filter 10 pool. .
9, Pressure test all plumbing.
10. Non-corrosive PVC plumbing Ihroughout.
11, Main drain receptacle with grate,
12, Skimmer wilh self adjusting weir.
13. Concrete pad for pool equipment.
14, Vacuum head and hose, tele-pole, brush, leaf skimmer and lesl kil,
15, Initial start-up service, instruclions and maintenance manual.
16, Clean-up pool construclion debris after completion of plaster,
17, Stale sales and federal taxes.
18, Public liability and workmen's compensation insurance.
19, Property damage negligence insurance to pool during construction,
20. Up to 6 yards of rock included. Any additional rock to be charged at
$ per yard.
OWNER RESPONSIBILITIES
1, Approve pool elevation and verify location of property lines.
2, Pay for rerouting the overhead or underground utilities when required.
3, Pay for any additional costs incurred due 10 underground obslacles, rock
or water.
4, Pay any additional cosls incurred due to soil wilh inadequale bearing
capacity.
5. Pay for electrical panel change or addition of sub panel if required by local
code or if exisling service is inadequale.
6. WATER CURE GUNITE-CONCRETE SHELL 7 DAYS MINIMUM,
7, FILL POOL WITH WATER IMMEDIATELY AFTER PLASTER AND BRUSH
PLASTER AS INSTRUCTED,
8, Provide fencing to meet municipality codes.
9, Provide pool maintenance after completion.
GENERAL CONSTRUCTION SPECIFICATIONS
1. Access walls or fence 10 be:
Removed by . " 0 Owner 0
Replaced by 0 Owner 0
2. Normal excavation with standard equipment ..,......................0 Yes 0 No
Normal excavation with limited access equipmenl.................o.yes 0 No
3, Remove from pool site on day of excavation only:
Stumps_O Yes 0 No Removed by 0 Owner 0
Concrete _0 Yes 0 No Removed by 0 Owner 0
Other debris 0 Owner 0
4, Gunite-concrele loveseal Ft. ..........................0 Yes 0 No
5, Deep end i, ( , 0 Ladder 0 Swimout
"I I..
u. HanJ I"ali '" ......... '. ........ ....., .......... ....... .., .... '.. ...._,....~..... ....... .... ._~ '{ tt~
, t
1 ',('
Florida Ucense CPC029646
" ,
SURFACE AREA (SQ. FT.) PERIMETER
EQUIPME,NT/PLUMBING/ELECTRICAL
'J ,j
1. Filter model----'.size-----,-
2, Pump and molor: size ! : . ,
3, Provide~ retumlines (filtered water),............................,.d Yes 0 No
4, In. Floor system 0 Floor 0 Benches 0 Steps...........,....O Yes 0 No
heads..............,........,.........,........................o Yes 0 No
~ I . }
5, Portable pool cleaner: Type :\;,''','" ! 0 Yes 0 No
6. Provide backwash water disposal to:
o Landscape 0 Drywell 0 Other 0 Yes 0 No
7, Heater: 0 Pool DSpa ......................................................0 Yes 0 No
Type Size
Applicable Gas Lines, Piping, Hook-Up, Tank Installation and Permits,
By Owner
8, Electrical hOOk-up including permit, time clock,
junction box, transformer, bonding and swilches for motor
and light (located at pool eqUipment) .........,...........................0 'Yes 0 No
9. Other
DECKING SPECIFICATIONS
1, Install Sq. Ft. Decking ,........;,......,........0 Yes 0 No
Type ., i Ii ' Color
2, Canlilever deck on bond beam .........,..,.......................,....,..,..d Yes 0 No
3. Footers '! I Ft.........,.....,..,..................,..........,.......O Ves 0 No
4, iControVexpansion joints"........"",....,..,....."""",,; .'..'!.",..,,:POOlsby,Andrews
5. Deck-O-Drain Ft................................,.............o Yes 0 No
6. Top existing patio Sq, Ft......,.............,............O Yes [j No
7. Risers F~, '..............,....,......,........,.........0 Yes 0 No
Type
8. Other
~ !
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SPA SPECIFICATIONS
1, Size Dam wall length Ft. 0 Yes
2. Spa connected to pool and plumbing equipment .....,;......,....0 Yes
3. Install Hydro therapy jets ..,............................,.......0 Yes
4, Install air blower ..........,..,.........,..,.........,.............,.......,.........,.0 Yes
5. Installlighl under bench watt volt ,.......0 Yes
6, Raised Inches........................,..............O Yes
7, Other
ONo
ONo
ONo
ONo
ONo
ONo
7, Standard waterline tile: Selection
6. Raised Bond Beam
12' Raised Bond Beam
18' Raised Bond Beam
Raised Bond Beam
8, Other tile
9. Border: Type
Selection ,
:. '~', ' I. I .'
10. Under waler IighL_:.....:...watt~volt_ ..................... ,0 Yes
11, Pool Interior finish: 0 Plaster 0 Pebble Tec 0 Olher ' 'I hI i; I,
Color Selection
12, Other
~,.;
LJ ''flU
ONo 1,
ONo
ONo 2,
ONo 3,
ONo 4,
5.
6,
ONo
'i i .I 7.
8.
Ft.,....................O Yes
FI.....................,O Yes
Ft......................D Yes
FI..,..................,o Yes
DYes
.' -~ i
I,
ADDITIONAL SPECIFICATIONS
SCREEN SPECIFICATIONS
Screen enclosure
Size ! ;0, ' · I Wall Heighl
Roof type - 0 Mansard 0 Dome 0 Gable
Aluminum frame color - 0 White 0 Bronze
Screen door (s)~ Dog Door_ Size - 0 Medium 0 Large
Aluminum Roof - 0 Non-Insulated 0 Insulated Size
Gutter and Downspout(s) - 0 Yes 0 No ;' I FI.
Other
DVas
Ft.~
.: 1
ONo
o Other
, I
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NOTICE
A ACT
( 1111111111111111I111111111111I111111111111111111111111111111
HO'l'ICB OF COIIIIBIICBIIBIr.f 0 2002051083
State of 5/a r ,'J A- County of --L l!r 5 W
TUB UNDERSIGHBD hereby gives notice that improve..nt vill be ..de to cartain
real property, and in accordance vith Chapter 713, Florida Statute., the
following inforDation is'~ided in this' Notics of C~nc~nt:
o 3 - J , - ;l. ( - D 120 - O(}OO 0 - 0 (( ~
,
I
1.
Description of PropertY:P.arcel No..
t3'i'U Oil..
( Leq..
2.
av eJ
5\Niwt '\ 1'1 (100 i
Mdress b 3 ~'O
{.
~. Owner Information:
Interest in Property:
tlame of Fee Simple Titleholder:
(If other thfn owner)
Add re.s s
Rc:pl: 578193
DS: 0.00
04/03/02
Rec: 6.00
IT: 0.00
Dpty Clerk
State
R
Contractor: No... '3""\6
Address})o YD~ ~~
5, Surety: Nome
.....
4"
Addre..
City
Stat.
JED PITTt1AN PASCO COUNTYf CLf'RK
04/03/02 0!:t: 52am 1 7056
OR BK 4906 PG
. AIlIount O'f 1!ond: -S
6. Lender: Name
Address
City
Stato
7. Persons within' tile State of Florida de.ignated by Owner upon whom
notices or other document. may be served as provided by Section
713.l3(1)(aI111, Florida Statutes:
fl., me
Address
City
State
8. In addition to himself, Owner dl!signates
of to receive a copy of the
Lienor's Not~ce as prov~ded Ln Sect~on 1l3.1J(1)(b), Florida Statutes.
.,. f'xp.i. rltt i'," dn le nt lIClllce at Commencement. 1 t.he eJl.pll:at.lc.n, date 1. 1 year
fr?m the date of rucording unless a different date is specified").
Signature of Owner: _~I- ~~
Sworn to and subscribed before me this ~~day of
20~'
M~roh
Not.:lry Publ i c :
~~
My Co:t!,nj 5S ion Expires:
PC93053048IA
':'j --
s: f<-tJtl^. ~A.
PlEASE TYPE OR ABOVE
04/01/2002 15:45
813-715-1; ;~24
FPC ZEPH HILLS OPS
.pAGE 01162
~' EtoriIa Power
.......... r-. ~
April ), 2002
JTB Pool Contracting, Inc.
P. O. Box 550
lephyrhi1~ Florida 33S3S'
SlJDJECT: PROI'OSED SPAlSWDIMING-POOL CONSTRVCl'ION AT:
LOT 9S - Sll.VER OAKS SUBDMSION
'34& HUNTINGTON DR"
ZEPBYRIDLLS, FLORIDA
Thank you for notifying liS of your proposed swimming pool construction at the above
location,
The pool proposed for OOnstn1dion-81 the ~ ~ not-WRf1i&t with any
underground or ov~ facilities of Florida Power, proWled that the pool is installed in
the 1Qr.:atiOll showa.oathc attac~ site.plan.~ to.us.hytbe poo1contrador.
Please call Sunshine Statt One Call. of Florida (1-300-432-4770) a minimum of 48 hours
before you dig.
If you. have any qJ'P.srioDS at rcqWe. any additioAal iAfotma.tion. pleue caB om o.ffia at
(813) 783-6944,
Sincerely,
IlIJ)A POW~ /
J~~
Stephen F. Bunner
Service Coordinator
DistJjbuliun Engineering
SFB/mw
J645.1 ~ilaod N.
l./lIlyrhill~. n 33541
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~ ALUlIDfUII STRUCTURES JaSTER PLAN
IIIliIUIIIIIIIi lie. @ COPYRIGHT AI. DCLl'lI5l5KU'lG. INC. 2002
AL ENGINEERING, INC. FLORIDA UCENSE 17441
3871 TAMIAMI TRAIL. SUITE E
PORT CHARLOTTE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 624-2382
PAGE 98 OF 266
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3871 TAMIAMI TRAIL. sum: E
PORT aiARLOTlE, F1. 33952
PHONE: (941) 827-4901
FAX: (941) 624-2382
_ ALUJUNUJI STRUCTUR8S .lUSTER PUN
mlIiIIlUIIIIli, IE @ COPYRI~HT .&L :aGIMBJ:RDIG, INC. 2002
AL ENGINEERING, INC. FLORIOA UCENSE #7441
PAGE 142 OF 266
~
CARRIER BEAM/ROOF PANEL
CONNECTION DETAILS
2'x2'x.093' ANGLE \1/ (4) #10x3/4' SMS EACH SIDE
2' 5MB (TYP.) (SEE
ROOF BEAM/SPAN TABLES
FOR SCREEN \lALL/SCREEN
RDOF TO DETERMINE SIZE>
(2) #10xl 1/2' SMS EACH ANGLE INTO CARRIER
#12x4' SMS \11TH 1'11I NEO-\lASHERS @ B' O,C,
(USE IU2xS' SMS \lITH 4' COMPOSITE PANEL>
COMPOSITE ROOF PANEL (SEE SPAN CHARTS)
(4) #14x3/4' EACH CLIP
3,S'x.IOO' ALUMINUM CLIP 4' O,C, \1/(4) #14xl'
SMS INTO GUTTER AND CARRIER BEAM BET\lEE
CLIPS (2) #14xl' SMS @ 10' O,C,' STAGGERED
.062' RECEIVING CHANNEL \1/
(6) #10x3/4' SMS INTO CARRIER BEAM
AND (4) #Bx3/4' SMS EACH SIDE OF 5MB
EXTRUDED SUPER GUTTER
(2) 1/4~ 707S-T73 ALUMINUM THRU
BOLTS \1/3/4' LOCK \lASHERS THRU
POST AND GUTTER
NOTCH POST FOR CARRIER BEAM
CARRIER BEAM
(SEE CARRIER BEAM SPAN CHART
FOR SOLID ROOF/SCREEN \lALL)
#12 SMS @ 24' D.C., TOP AND BOTTOM
COLUMN
NOTE. THICKNESS SHALL BE SAME
SIZE DR LARGER THAN CARRIER BEAM
(SEE CARRIER BEAM SPAN CHART FOR
SOLID ROOF/SCREEN \lALL>
.c
2'x2'x,093' ANGLE \1/ (4) #IOx3/4' SMS EACH
(2) #12xl 1/2' SMS EACH ANGLE INTO CARRIER BEAM
2' 5MB (TYP,) (SEE
ROOF BEAM/SPAN TABLES
FOR SCREEN \lALL/SCREEN
ROOF TO DETERMINE SIZE)
(4) #10 SMS \1/ 3/4' \lASHERS DR
NED-\lASHERS PER 12' PANEL
ALUMINUM ROOF PANEL (SEE SPAN CHARTS)
(4) #14x3/4' EACH CLIP
3,S'x,IOO' ALUMINUM CLIP 4' O,C, \1/(4) #14xl'
INTO GUTTER AND CARRIER BEAM BET\lEEN
CLIPS (2) #14xl' SMS @ 10' O,C, STAGGERED
EXTRUDED SUPER GUTTER
,062' RECEIVING CHANNEL \1/
(6) #10x3/ 4' SMS INTO CARRIER BEAM
AND (4) #Bx3/41 SMS EACH SIDE OF 5MB
#12 SMS @ 24' O.C,
TOP AND BOTTOM
COLUMN
NOTE. COLUMN SHAlL BE SAME SIZE
DR LARGER THAN CARRIER BEAM (SEE
CARRIER BEAM SPAN CHART FOR
SOLID ROOF/SCREEN \lALL)
(2) 1/4' 7075-T73 ALUMINUM THRU BOLTS
\1/3/4' LOCK \lASHERS THRU POST AND GUTTER
NOTCH POST FOR CARRIER BEAM
CARRIER BEAM
(SEE CARRIER BEAM SPAN CHART
FOR SOLID ROOF/SCREEN \lALL)
CBRPeD
3871 TAMIAMI TRAIl, SUITE E
PORT CHARlOTlE. A. 33952
PHONE: (941) 627-4901
FAX: (941) 824-2382
_ ALUIIlNUJI STRUCTrJRES JlASTER PLAN
~ IJI.'KEJM, II:. @ COPYRIGHT .AI, ENClNBJ:RDfG. INC. 2002
AL ENGINEERING, INC. A.ORIDA UCENSE 1'7441 '
PAGE 164 OF 286
II
II
-
I
I
I
I
I
II
I
I
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I
II
I COMPOSITE ROOF PANEL CONNECTIONS I
EXISTING RAFTERS DR TRUSSES
FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL
'viI (2) 1/4" LAG SCRE'vIS 'vIITH 3/4" DIAMETER STAINLESS STEEL
'vIASHERS AT MINIMUM 2" PENETRATION INTO RAFTER, MAXIMUM
SPACING 12" D.C.
RECEIVING CHANNEL
(MIN. THICKNESS OF 0,040")
114x3/4" SMS @ 10" O,C,
TOP L BOTTOM
ALUMINUM COMPOSITE ROOF PANEL (SEE SPAN CHARTS)
~:..,
t- "
EXIST, RAFTERS DR TRUSSES
(1ST, 2500 PSI CONCRETE
~SDNRY, TIE BEAM DR
ODD FRAMED 'viALL
EXIST, FASCIA
ALUMINUM COMPOSITE ROOF PANEL
(SEE SPAN CHARTS)
(4) 114x3/4" @ 10' O,C, THRU RECEIVING
CHANNEL INTO PANEL TOP L BOTTOM
EI
~ECEIVING CHANNEL MATERIAL SHALL BE ROLL DR BRAKE FORMED, DR EXTRUDED 6063-T6-0,040 MINIMUM THICKNESS. RAFTERS
AND/OR STUDS, 'vIHEN NECESSARY, SHALL BE PREDRILLED TO AVOID SPLITTING, ALTERNATE FASTENERS MAY BE USED PROVIDED
THEIR VALUES ARE EQUAL TO DR GREATER THAN SPECIFIED, INSTALLED AS PER THE MANUFACTURER'S SPECIFICATIONS,
STRUCTURAL STABILITY OF THE EXISTING "HDST" STRUCTURE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONNECTION
OF PROPOSED STRUCTURE,
CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG 'vIITH A MINIMUM OF 2x4 TRUSSES
SPACED 24" D.C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER TO EXCEED THESE PARAMETERS,
pc
(2) 1/4' SS TAPPER @ A MINIMUM EMBEDMENT
OF 1 3/4", SPACED @ 12" O.C, DR (2) 114" LAG
SCRE'WS 'WITH 1 3/4" PENETRATION INTO 'WOOD
STUDS @ 12" O.C, ('vi HEN APPLICABLE>,
r" TAMIAMl lRAll., SUITE E
T OiARLOTTE, FL 33952
HE: (941) 827-4901
! (941) 824-2382
~ ALUMINUM STRUCTURES JlAS'l'BB PLAN
~ UIiIIlIUIIIO. DIC. @ COPYRIGHT AI. ENGINEERING, INC, 2002
AL ENGINEERING. INC. FLORIDA UCENSE 17441 .
PAGE 165 OF 266
3871 TAIlolIAllolI "!RAIL. SUITE E
PORT OiARLOTTE. fl 33952
PHONE: (941) 827-4901
FAX: (941) 621-2382
I.
OPEN STRUCTURE
110 MPH 16,10 16,10 16,10 16,10 16.10
0,024" 120 MPH 15.10 15,10 15,10 15.10 15,10
1.0# DENSITY 130 MPH 14.20 14.20 14,20 14,20 14,20
140 MPH 13.50 13.50 13.50 13.50 13,50
110 MPH 16.20 16,20 16,20 16.20 16.20
0,024" 120 MPH 15.20 15,20 15,20 15,20 15.20
1.5# DENSITY 130 MPH 14.30 14.30 14.30 14.30 14,30
140 MPH 13,60 13,60 13.60 13.60 13.60
110 MPH 16.30 16,30 16,30 16.30 16.30
0.024" 120 MPH 15:30 15,30 15,30 15.30 15,30
2,0# DENSITY 130 MPH 14,40 14.40 14.40 14.40 14.40
140 MPH 13.70 13,70 13,70 13,70 13.70
110 MPH 16.90 16,90 16,90 16.90 16,90
0,028" 120 MPH 15.90 15.90 15,90 15,90 15,90
1,0# DENSITY 130 MPH 15,00 15,00 15,00 15,00 15.00
140 MPH 14.20 14.20 14,20 14,20 14.20
110 MPH 17,00 17,00 17.00 17.00 17,00
0.028" 120 MPH 16,00 16,00 16,00 16.00 16.00
1,5# DENSITY 130 MPH 15.10 15,10 15,10 15,10 15,10
140 MPH 14.30 14,30 14,30 14,30 14.30
110 MPH 17.10 17,10 17.10 17.10 17,10
0.028" 120 MPH 16,00 16.00 16.00 16,00 16.00
2.0# DENSITY 130 MPH 15.20 15,20 15,20 15,20 15,20
140 MPH 14.40 14.40 14.40 14.40 14.40
110 MPH 17,70 17,70 17,70 17,70 17,70
0,032" 120 MPH 16,60 16,60 16,60 16,60 16,60
1,0# DENSITY 130 MPH 15,70 15,70 15,70 15,70 15.70
140 MPH 14.90 14.90 14,90 14,90 14.90
110 MPH 17,80 17,80 17,80 17.80 17,80
0,032" 120 MPH 16,70 16.70 16.70 16.70 16.70
1.5# DENSITY 130 MPH 15,70 15,70 15,70 15,70 15,70
140 MPH 14.90 14,90 14,90 14,90 14,90
110 MPH 17.80 17,80 17,80 17,80 17,80
0,032" 120 MPH 16,70 16,70 16,70 16,70 16,70
2.0# DENSITY 130 MPH 15,80 15,80 15,80 15,80 15,80
140 MPH 15.00 15,00 15,00 15,00 15.00
110 MPH 18.40 18,40 18.40 18.40 18.40
0,036" 120 MPH 17 .20 17,20 17.20 17,20 17,20
1.0# DENSITY 130 MPH 16,30 16.30 16.30 16.30 16,30
140 MPH 15.40 15.40 15,40 15.40 15.40
110 MPH 18.50 18.50 18,50 18,50 18,50
0.036" 120 MPH 17.30 17.30 17,30 17.30 17,30
1.5# DENSITY 130 MPH 16.30 16,30 16,30 16,30 16.30
140 MPH 15.50 15,50 15,50 15,50 15,50
110 MPH 18,50 18,50 18.50 18.50 18,50
0.036" 120 MPH 17.40 17,40 17.40 17,40 17,40
2.0# DENSITY 130 MPH 16.40 16.40 16,40 16,40 16,40
140 MPH 15,60 15,60 15,60 15.60 15.60
INTERPOLATION BETWEEN SPAN VALUES IS PERMISSIBLE
NOTE:
USE OF PROPER DEFLECTION LIMITS SHALL
ADHERE TO LOCAL CODES AND ORDINANCES
_ ALUJHNUJI STRUCTURES lUSTER PUN
0DIDlING, INC. @ COP'lRIGHT AI. J:NGINDRING. INC. 2002
AL ENGINEERING, INC. FLORIDA UCENSE 17441
48'
1--1-
3'
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PAGE 194 OF 266