HomeMy WebLinkAbout01-0706
BUILDING PERMITN~
0706
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BUILDING
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
(.) 5, f9AJ
ELECTRICAL
Date 11- 01 - 0/
;)5' e.o
PLUMBING
_ MEC\:.i^l\IlrlU
Sewer Conn
Water Conn:
Property Owner: '])oN ( II eltfUII CiJ€./fV\oI'Y
\ "f!J..
Job Address: tJl ~ 1 /8" s r:
Parcell.D. # 0 ~ -~" .- .:2 f -0 18-0.- 00000 - 370
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
-.:j::tV 0. ~J"'~ "
Description of Work " LcJ, Ih "",-, "" 0
-p 01) (
t.J ~~~~ r2e0fY' t^dosvr<.
FINAL
C.O.
_ 01
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
--K tMw ~"1 p.l \Jty...'
DATE
City license Registration #
State Certified license#
1m1/f5t2f>
Valuation or -I/~ 0 &0
Contract Pri~ .::.II {)() +
~ :i 5/ ",-.# ~'1~/p
.~
~~'LDING
fa. (:l~( < II/olp
{'..o"'~7sle. 1f2f~5
ElECTRICAL
~OJJP /1-1/.1--0 I ~~'1
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final,/j:J -It/f-O( I< ('I
PLUMBING
Ftr. 11- :J.I-.o IIU 'I
~SLB /!-r;PI-O/ ~L 'I
lintel
FRM.
Insul. CL
WL
SLB !/- /-0 I i/I()
1=t:lB get /1 ~O -0 ( III r
Water .
Sewer
Final /1:2-11-&/ Rtf(
Breakers
Ducts Insl.
Compressor
Final
Driveway
~~ - /(-9-0/!/JD
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Twenty Five and 001100 Dollars ($25.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
CITY OF
ZEPHYRHILLS
IINOTICE"
OF ADDITION OR CORRECTION
BUILDING
DEPARTMENT
I ADDRESS II DAT} PERMIT .,. I
. ~lL7 /~-rT/\ '5-[ /zJ2/<::>/ 7010
THIS JOB HAS NOT BEEN COMPLETED The following additiqns or corrections shall be made before the job
. will be accepted.
UJ-&Aj) .~(L f->>JC~';i~~ ~C:;l CoNrJ'iLTlifJ /i:f>-'3/ SIOG..j
(])~~L ftfJ-h-A Lt..c-t::.~ I U'NA-&$- r~ C~ _'iL71'l-lL,
@:> CC j';. ') ':, '- 'L ......: \.J. /2li.JJ~o CJl7LL..... [)ceo L
ftL~JM Hc0")fL ib Va ~ L Ll~
DO NOT REMOVE
2 IC- -Ju J) ,dt
p~7 ['
It il unlowful tor ony Cor~nter, Controctor, Builder, or other ~l'IOnl, to
cover or cou.. '0 be covered, ony port of 'he work with flooring, loth, eorth
or other moterlol, un,i1,he pro~r Inlpector hOI hod omple lime to approve
th. Inllo/lollon.
. AFTER CORRECTIONS ARE MADE CAlL
788-6611 FOR RE-INSPECTION
INSPECTOR If~5~
OFFICE HOURS B - 5 MON.-FRI.
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED 10 -.24-- D/
PLANS REVIEW FEE
JOB ADDRESS
'DaY)
CO, 1..,
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-\- .- <e- e-+t -<.../) h y r f'1 I' I ')
/ I
PHONE
1'R~ -o3~~
3 3S-q. ()
OWNER'S NAME
,F /~
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID # t):l,. - :l.lo- :l \ - b , ~o- nbOD/")- 31D (OBTAIN FROM PROPERTY TAX NOTICEl
WORK PROPSED: DNEW CONSTRUCTION
DSIGN
o ADDITION
DALTERATION
o REPAIR
t8l. INSTALL
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
tl1 SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
S I - , ~ VV'I """" ; Y"'\ <1 ~ 0 l) \
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
o BUILDING
$
TOTAL CONSTRUCTION
o ELECTRICAL
~ FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
BUILDBll ~ . COMPANY CnOA\ 'X:~\e ~"";""l!!ln~ P<x~\S
. STATE CERT OR REGIST # k> P - 00 Iv 31" C,
SIGNATUR"...- _.4.J -IJ4v CITY PROCESSIOlDk d '{~& .
********************************************~******************
ELECTRICIAN
SIGNATURE _tc"._Vy~J..L~\:.J ~ Q O~ J
******************************************************************
COMPANY Ft~ Et.t~c
STATE CERT OR REGIST # ER... 0OO4~40
CITY PROCESSING # I~
t../"'"'.
PLUMBER
COMPANY ern rA Q ~ (h 0 0 ~O~
STATE CERT OR REGIST # Q ~ ~ (I') o3~ ~2. ~I
CITY PROCESSING # .~ :i 0/ t? S-
~
,
SIGNATURE
Ml!:CHANICAL
***********************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
OTHER 1!~71 ~ W/E7 ~
/ ~1/ .. .... . /
S I GN~~~:t;;1.-~-~~ . .
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/
*****************************************************************
COMPANY ~/i7
STATE CERT OR REGIST #/\
CITY PROCESSI~(; .#;i.
*********************************************f**. ************* * * "
"--.... '. r;~Op-.'
-;it- - .
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "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 RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake 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 intended contractor 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/OWNER' S AFFIDAVIT
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 invalid 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
period 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 extension 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
$, 0 IN V DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
NATU
STATE OF FLORIDA ~(1'D
COUNTY OF
The foregoing. instrument w~~~lknowledged J
~~~~S'2\l~~e~~!~~-' ..~
(name of person acknow~ dged)
Dwho is personally known to me, or
Mwho has produced ~ D~
~ (type of identification)
an whoD i id it take an oath.
dd4iPAIJ1fJ
!:J~
STATE OF FLORIDA
COUNTY OF
The foregoing in.s5.r~en.t was. ac~.. ~ledged
Before ~t:; this l..L:-d~. ofe ~~~~~ J-a2otJ I
by I u -",1, Q..-L-A r). ^-=. A__
(name of person acknowledged)
~o is personally known to me, or
I e ;)/; I~/ . II
D who has produced i ..1)...-1 JnW..JIJUt \~J7U
(type of ide tification)
and who Ddid [):lid not take an oath
r:!JA..A~ c{;: I~a~
Signature of person taking acknowledgment
Signature f person taking acknowledgement
-33~ L (6\.-eJr\O--1\ ~
Name typed, printed or stampE}fIP~Y'~ Brenda l BuChanan
~ . My CommiSSion CC9980SO
\.~, ,.:J E. pires January 31 2005
~L Rlctlarll....
Name type~~~~~~ed
~....'t' ExpIres Al.I~lIlh 1, "iJll3
~ "I
".;).~;.t/.j oj
I
5'/ III ~:,
:y~
111111111111 1111I11111 11111 11111 11111 11111111111111I1111 1111
2001144888
NOTICE OF COMMENCEMENT
State of
T.\n~L-' OD
County of
?~~(O
THB ImnERSIGNED hereby gives notice that improvement will be made to c3rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following infor~ation is provided in this Notice of Commencement:
1. Description of Property: Parcel No. b:l-2.tD-2..\-bl'iO-OOOOO-7,")l'\
(Legal description of the property and street address if available)
2.
General Description of Improvement
S t.\..;) \ ~~H\" 'l V'\~ Vl\O \ -;\" S\~ l\" ~i ~h
3. O\voer Informa tion: Name DoY"\. it ~ E LE.!'0 c.. "" b \ 'N'\ bl"-l
l\ddress _(0 \ 'l.."\ \~~ <sAfe,,4- City 70 ~\r. l 'r \-\\ Us State ~L
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
Rcpl: 536806
DS: 0. 00
10/17/01
Rec: 6.00
IT: 0.00
Dpty Clerk
Address
City
State
"
Fl'. 4.
..,..~~. .
....
..'1
Contractor: Name
Ln~ ~ \)~
5.
Address SCj:tS ~ \Li..-l> M. City ~~~~.. ~ 0.0
Surety: Name Sl-e.L ~~.......... ~c; LAJL>......--c..JJ
Address "?,J\.f~ ~ <;.~ <Q\"( l.O City "'ZP.~.v~(\rWl 0..0 State ~L
Amount of Bond: $ <<:::> l ODD. () (') ii91~~~IMA~i :rrs;o fOUNT:, CLtRK
OR BK 4749 PG 448
State ~
~3Sl{O
6.
Lender: Name
Address
City
State
7. . Persons within the State of Florida designated by Owner upon whom
notices or other documents mayre served as provided by Section
713.13(l)(a)(7), Florida Statutes:
.,~
NClme
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided 1n Section 713.13(1)(b), Florida St~t\Jtp-s.
9. [':xp.irn1. i'm dnt.e at not.lce of Commencement. (the exp1..:atic.:l"! c'I.3.te is 1 yei:tr
fr?m the date of recording unless(a different date is specified.)
Signature of Owner:
Notclry Publ ic :
M C '. . ~.
y orninJ ss ~on Exp1res:
this J1rJ a of ~
~ro&w~ '8- OLCL
;' ~ Brenda L Bucharwl
. :. ; My Comm.SIIOI1 CC898050
') Of' ,.,0 E · pIreS January 31 2005
Sworn to
~.
PC93053048
10/~ EL/28C.l 15:;0
513-715-0:::24
FF":; ZEPH H!LLS iJF'S
.~~.
~
Florida Power
6 ;." D9rt!;f ~Mf"r :';"'r.p.~~i
Oct )ber 18, 20C 1
;:;oral Isle .Pools
SllB.JECT: PROPOS1:D SPA/SWIl\HJI1'.G POOL CONSTRUCTION AT:
LOT 37 "- SUBDIVISION
6127 18th STREET
ZEl'HYRHILI,s. FLORID \.
Thallk you for notifying us of your pwposed swimming po ')1 constnll;tion at tbe above
locatio!!.
The pool proposed tbr co.nstruction at the abo'.,'e address does not v-'ntlict wIth any
underground or overhead f<lciliries, of Florida p,lwer, provided that th: pool is installed III
.the location shown on the attached site plan provided to us by the pODI vmtractor
Please call Sunshine State Or:e Call of Florida (1-800-432-4770) a mini:nuL! of 48 hours
before YOll dig.
Jf you have any questions or require any additlOnal information, plea: ~ call our dIke at
(813) 783-6944.
Sincerely,
F'LORIlJA POWER
'_ .4r- ~ /1
~~~~.,L-' ~/. ~~
Stephen F. Bunner ,.~
Service Coordinator
Distnbution Engineenng
S.FB/mw
)j4~3 t.:.3~,~ F=)v:.
ZeD'h,."':I,,;, fL ~.3~4
PAGE 01/82
Coral Isle Pools
5925 Fort King Road
Zephyrhills, FI 33540
(813) 782-7508
PROPOSAL
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Proposal Submitted To: Date: October 4,2001
Name: Phone Numbers
Don & Helen Chelmey Home: (813) 782-0333 Work:
Street:
6127 18th Fax:
City:
Zephyrhills
State, Zip:
Florida 33540
Delafield Construction
General Canst. & Plumbing
PL #002356, GCL #000609
We hereby submit specifications and estimates for a 12' X 22' rectangle concrete swimming pool with white
marcite finish with a depth of 3Y~' to 4Y~' at water level.
This will include:
1 Main drain
1 Skimmer
1 Suction Line
3 Returns
L'Art Nouveau Blele Marble tile or Anna Light Blue tile
1hp Sta-Rite pool pump
225# Sand filter
Deck size of 4 'x4 'x4 'x4'
Extra Decking 8'x10' & 3'x15'
Pool deck with sponge finish (cement)
Electrical allowance of $200.00
Screen Enclosure
Any materials and labor not included in this agreement will be extra. All decking is installed according to Building Codes any cracks
shall not be construed as defective workmanship or materials. Guarantee null and void if not paid in full within 10 days after water is in.
Owner is responsible for lawyer fees and court costs if it becomes necessary to collect any monies left owing on Pool Contract. Any extra
dirt is at the expense of the customer, as well as water problems and seepage. 1ms contract does not cover other safety requirements by
County or State Agencies, i.e., barriers, alarms, etc.
Buyer has the right to Cancel this agreement/proposal by mailing a notice to the seller. The notice must say that you do not want the
goods or sexvices and must be mailed before midnight the third business day after you sign this proposal.
All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any
alteration or deviation from above specifications involving extra cost will be executed only upon written orders, and will become an eJttra.
charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. 1ms proposal .
~..<ct to ac<epbmre witllln - day. ~d i. V"""'-1Z. option of ih, =d~"",d
Authorized Signature :1!-- j..j f.L).J!. .-.it.?
Acceptance of Pro))08a1
The above prices, specifications and conditions are hereby accepted
specified. Payment will be made as outlined above.
Accepted:
/O-~-CJ/
.
Date:
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ALL WORK SHALL COMrLt \iIli.lI.~L PREVAllli.o
CODES, Sf" BUILDING, PLUMBING,
MECHAlllCAl, ltC.1ID CllY OF ZEPHYRHILLS
ORDINANCES.
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CODES. SlIIIDARD BUlLDINrr?PiUMBlNG,
"ECIl~ Uc. AND CITY OF ZEPHYRHIUS
ORDIIWICES.
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7'-()"
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IN DECIMAL FEET
SCREEN ROOF I SCREEN WALLS
WIND 110 MPH DEFLECTION L/60
<--I COLUMN USED 1- f--->
(F)
2x3
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18.42
17.08
18.08
15.25
14.58
13.92
21.08
20.08
18.42
17.42
16.75
18.08
28.08
26.08
24.58
5
31.58
29.42
27.58
26.25
25.08
23.92
38.25
35.42
33.42
31.75
30.25
29.08
(G)
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19.08
17.58
16.58
15.58
14.92
14.42
21,75
20.08
18.75
17.92
17.08
16.42
28.58
26.42
24.92
23.58
32.08
29.58
27.92
26.42
25.25
24.25
38.58
35.75
33.58
31.92
30.58
29.25
(H)
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19.25
17.75
16.75
15.75
15.08
14.42
21.92
20.25
18.92
17.92
17.08
16.42
28.75
26.58
24.92
23.75
21.75
32.08
29.75
27.92
26.58
25.42
24.25
38.58
35.75
33.75
31.92
30.58
29.42
(I)
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19.25
17.75
16.58
15.75
15.08
14.42
21.75
20.08
18.92 i
17.92 I
17.08
16.42
28.58
26.58
24.92
21.75 I
32.08
29.75
27.92
26.58'
25.42
24.25
38.58
35.75
33.58
31.92
30.58
29.42
(J)
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9.25
7.75
6.75
5.75
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.42
33.08
30.58
28. 75~
27 :'25
26.08
24.92
39.42
36.58
34.25
320!58
31.08
29.92
(K)
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19.25
17.75
16.75
15.75
15.08
14.42
.42
.58
.25
.08
25
2
23.42
21.58
20.25
19.08
18.25
17.42
2
8
2
31. 92
29.25
27.42
EXAMPLE:
POOL ENCLOSURE
(L)
2)(7
5MB
19.25
17.75
16.75
15.75
15.08
14.42
23.42
21.58
20.25
19.08
18.25
17.42
31.92
29.25
27.42
2
.58
23.58
35.92
33.08
30.92
29.25
27.75
26.58
41.75
38.58
36.08
34.08
32.58
31.25
45.08
41.75
. 39.08
36.92
35.25
33.92
(M)
2)(8
5MB
19.25
17.75
16.75
15.75
15.08
14.42
23.42
21.58
20.25
19.08
18.25
17.42
31.92
29.25
27.42
25.92
24.58
23.58
35.92
33.08
30.92
29.25
27.75
26.58
44.25
40.75
37.92
35.92
34.08
32.75
47.42
43.58
40.75
38.58
36.75
35.08
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28.42
27.08
26.08
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37.75
35.42
33.58
32.08
30.75
41.92 42.25 42.25 42.25 43.08 44.42
38.92 39.08 39.25 39.08 39.92 41.08
36.58 36.75 36.92 36.75 37.42 38.42
34.92 34.92 34.92 34.92 35.58 36.42.
33.25 33.42 33.42 33.42 33.92 34.75
31.92 32.08 32.08 32.08 32.58 \. 33.42
INTERPOLATION BETWEEN VALUES IS PERMISSIBLE ~
19.25
17.75
16.75
15.75
15.08
14.42
23.42
21.58
20.25
19.08
18.25
17.42
31.92
29.25
27.42
25.92
24.58
23.58
35.92
33.08
30.92
29.25
27.75
26.58
44.25
40.75
37.92
35.92
34.08
32.75
48.42
44.58
41.58
39.25
37.42
35.75
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\! ~ALUMINUM STRUCTURES MASTER PLAN 1-
\ ; 52 ENGItEERlNG. K. @ COPYftlcHT AL, INC. 1994 . .
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HEIGHT
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MANSARD
MAXIMUM COlUMN HEIGHT
IN DECIMAL FEET
SCREEN WALLS 13 PSF - SCREEN ROOF 7 PSF
WIND LOADS UP TO 120 MPH
(K) (l) (M) IN)
2x8 5MB 2x7 5MB 2x8 5MB 2><9 5MB
X X X X
X X X X
X X X X
19.33 X X X
17.83 19.67 X X
16.87 18.33 X X
15.67 17.33 X X
I CHAIR RAIL CONNECTIONS
DETAIL CD
'/1'" II['C[';lHO alAHNn.
"'II. 2"
WI 4 "0 SN'
/
EXTERIOR@l
CHAIR R~ll
CONNECT HI.
INTER lOR @
CHAIR R~IL 12
CONNECTION
INTERIOR ~
CHAIR R~IL ~
CONNECTION
~ ALUMINUM STRUCTURES MASTER PLAN
ENGItEERING.1NC. @ COPYRIGHT AL, INC. 199.
31
BEAM
PURUN
TO COLU~.1N CON~JECTIONS
TO COLUMN CONt\JECTIONS
bJ
Ilb
\\~
DETAIL
1 x Z 09 INTERN"'L SCPE'w'ED
'w'/ 2 flO I 1/2 ~"'S
1 X Z 0 B. INTER""'L SCJ;'E'-'ED
'w'/ 2 MiO I 1/2 S"'S
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SIDE rail @ @POST I
ALL OTHERS SEE I
rASTEtJER SCHEDULE I
BELO,",. ~
M 0
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BEAlA
rASTt:NERS REQI,,;RED
SCHEDULE
PURL IN
NOTCHED TO REC PURlIN
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4 HID SlAS
E "CH SIDE
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liD I 1/2 SMS
24' ON CENTER
2 . II SUB
,. '10 SuS EACH SIDE
DETAIL ~
COLUMN
PER SCHEDULE
( ALTERNATE CONNECTION - (2) '10 x 4"
SMS ANGLED INTO PURLlN )
NOTES, IX2 DB AND 2X2 PB CAN BE ROTATED IN ALL CmmECTIONS DETAILS.
EXAMPLE, USING DETAIL (B2) \.11TH THE TOP 2Xi? AND IXi? POSITIONED UPRIGHT AS SHO'WN IN
CETAIL @ IS aI<, USE r~TENE~ SCHEDULE or GUSSET PLATE AS INDICATED
~ ALUMINUM STRUCTURES MASTER PUN
ENGItEER1N<;,INC. @ COPYRIGHT AL, INC. 1994
39
I PURLIN / BEAM TO BEAM CONNECllON DEl AILS I
TYP.
TYP. 5MB OR SNAP BEAM
1 1 2" . 2 1 8" . .062 RECEIIIING CHANNEL
wi (4) - 610 SMS INTO BEAM & (2) - 610
SMS INTO BOTH SIDES OF 2 . 3 P.B.
2 . 3 - .050 P.B.
TY? 5MB OR SNAP BEAM
TYP. 5MB OR SNAP BEAM
( PRIMARY BEAM )
( SECONDARY ) 610 SMS INTO 1110 SMS EACH SIDE
PURUN BEAM PRIMARY BEAM OF PURUN BEAM
2 . 4 5 3
2 . 5 5 3
2 . 6 7 4
2 . 7 8 5
2 . 8 10 5
2 . 9 10 6
SEE SCHEDULE FOR FASTENERS
TYP. 5MB OR SNAP BEAM _
TYP. SUB PURLlN -
~ ALUMINUM STRUCTURES MASTER PLAN
EtOEBRl 1<<:. <D COPYRIGHT AL, INC. 1994
29
r CAGE
BRACING
DETAILS 1
1UllJ' L VALL JllKlN!; REQUIRDl
rtJl GAJLL.Hll',n..A T
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NOTES: CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY WALL NOT DIRECTlY FASTENED TO THE
HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO WINDLOAD. THESE CABLES SHALL EXTEND DIAGONALLY
FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKlES. TURNBUCKLES SHALL HAVE
LOCKING DEVICE TO PREVENT LOOSENING. THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST
STRENGTH. THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB WITH THREE 1/4" FASTENINGS OR TWO
5/18" FASTENINGS WITH A 1/8" STRAP. EITHER WALL BRACING OR TOP STRAPS SHALL BE REQUIRED.
~ ALUMINUM STRUCTURES MASTER PLAN
.a ENGItEERING.1tC. @ COPYRIGHT AL, INC. 1994
45
-. -- ----------. --~- .-- ~ . .-
I ALUMINUM EXTRUSIONS ID CHART 1
MARK DESCRIPTION WT 1FT I AREA I WALL t FLGE t ALLOY J
STRUCTURAL ITEMS DESCRIBED
~ 0.276 0.2.30 0.044 0.044 606.3- T5
B 1 x3 OPEN BACK 0.384 0.320 0.050 0.050 6063- T5
C .0.681 0.579 0.050 0.050 6063- T5
. .518 0.441 0.044 0.044 6063- T5
E D.542 0.461 0.041 0.041 6063- T5
.681 0.579 0.050 0.050 606.3- T5
lG 2x3 SNAP BEAM 0.680 0.578 0.045 0.045 6063- T5 .
(H 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 606.3- T5 I
~ 0.786 0.668 0.045 0.045 6063- T5 .
1.008 0.857 0.044 0.1.35 6063- T6 .
1..342 1.141 0.054 0.1.35 6063- T6 .
1.515 1.288 0.057 0.135 6063- T6
1M 2x8 5MB 2.147 1.826 0.072 0.224 6063- T6
N 2x9 5MB 2.317 1.970 0.072 0.224 6063- T6
0 3x2 POST BEAM 0.800 0.680 0.070 0.070 6063- T5
P .3x.3 SCALLOPED TUBE 0.596 0.507 .045- .078 .045-.078 6063- T6
Q 3x3-0.093 TUBE 1.256 1. 068 0.093 0.093 6063- T6
R 3x3-0.125 TUBE 1.691 1. 438 0.125 0.125 6063- T6
S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063- T6
ANGLES DESCRIBED
0.569 0.484 0.125 0.125 6063- T6
ABl 2x2x.09.3 ANGLE 0.427 0.363 0.09.3 0.093 6063- T6
AC 1 xl x.062 ANGLE 0.141 0.120 0.062 0.062 6063- T6
AD 1 x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063- T6
,AE 1 x3x.ll 0 ANGLE 0.323 0.275 0.070 0.070 6063- T6
RECEIVING CHANNELS DESCRIBED
0.362 0.308 0.062 0.062 6063- T6
CB 1.5x3.125x.062 0.438 0.372 0.062 0.062 6063- T6
(CC) 1. 75d. 23x.l1 0 0.834 0.710 0.110 0.110 6063- T6
SUPER GUTTERS DESCRIBED
= i~ ~ ~X~~UDEO .. 1. 270 1. 080 0.070 0.070 606.3- T6
1.358 1.155 0.075 0.075 6063-T6
AnD
I:i3 I ~ ALUMINUM STRUCTURES MASTER PUN
EtOBlI<<l He. @ COPYRIGHT AL, INC. 1994 17
.....,.,-- - . . Iiiiiii ~
BEAM TO BEAM CONNECTiON DETAILS
SPACING BET'l'tfEN SCREWS CANNOT BE LESS THAN 2"
GUSSET THICKNESS MUST BE GREA TER OR EQUAL TO WALL THICKNESS
BEAMS SHOWN ARE SCALED AS A 2x9 5MB
OTHER BEAMS ARE SIMILAR
CHAMFER TO CLEAR SCREEN
,:
BEAM TOTAL FASTENERS
SIZE BOTH SIDES "a" "b"
2x4 5MB 14 eo #10 SMS NA NA
2x6 5MB 22 eo #'0 SMS NA NA 0
2x7 5MB 30 eo 610 SMS NA NA
2x8 5MB 34 eo 6'0 SMS NA NA
2x9 5MB 38 #10 SMS DETAIL CD
eo NA NA
BEAM TOTAL FASTENERS
SIZE BOTH SIDES "a" "b"
2x4 5MB 16 eo '10 SMS 14" 4"
'10 16" 0 0 0 0 0 0 0 0
2x6 5MB 24 eo SMS 4"
0 0 0 0 0 0 0 0
2x7 5MB 28 eo '10 SMS 16" 6" 0 0 ~ 0 0
---- ---
40 eo S'0 SMS 20" 6" ---- ---
2x8 5MB .32 eo 12 SMS 20" 6"
EXTERIOR GUSSET PLATE
2x9 5MB 40 eo I'O.SMS 20" 6"
.32 eo 12 SMS 20" 6"
DEl AIL @
BEAM TOTAL FASTENERS
SIZE BOTH SIDES "a" "b"
~
~
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~ALUMINUM STRUCTURES MASTER PUN
EtdmRl.NC. @ COPYRIGHT AL. INC. 1994
-
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SLAB DETAILS
S\JIMMING POOL
ADDRESSING EROSION
ENCLOSURES ONLX
"'\
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'1,
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2' MIN.
BErORE SLOPE
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lust meet or 'exceed the.". '. .': ': .:
, the building official. ~ ~:; . :; .:. :;
.J. .. .(:>.",; -;\.;
. :.~:~.:
llillL.
HOME OWNER MUST BE MADE AWARE
or THE POSSIBILITY or EROSION
AND SHALL BE RESPONSIBLE rOR
MAINTENCE TO rORESTALL rAILURE
"'ODERA TE SLOPE rOOTING
t\ 1 TO 3: 1
rLA T SLOPE / NO roOTING REOUIRED
o TO ~; 1
.lif'T'IO-
. \. - .
. A IO"5~' .
ed, as these surfa~~_
CONT.
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1M STRUCTURES AlASTER PLAN
/G, INC. @ COPYRIGHT AL, INC. 1994
145J
::
[ BEAM TO GUTTER DETAILS I
--
--
~
--
2" x .075 ALUlA. ANGlE (Ul
(1) 0 EACH BEAJ.IlOCAllON
(2)-"0 SlAS
SEE QJTTER TO r ASClA
DETAlS
(4)-112 x 3/4" SlAS INTO GUTTER (I" "'IN. SEPARATION)
2" SlAB SEE SPAN CHARTS
(4)-112 x 3/4" SIIS EACH SlOE
'8 SlAS THRU CHANNEl INTO BEAll
~5'
2 1/8" xlI /2" flEC. CHANNEl .062
2" SIIB SEE SPAN CHARTS
(4)-'10 SlAS INTO BEAJ.I ( EACH SlOE)
(2)-'12 x 3/4" SlAS INTO. CUTTER
(I" lAIN. SEPARATION)
16 SIIS THRU CHANNEl INTO BEAJ.I
~5'
~
2 1/8" x I" REC. CHANNEL .062
----
------
2" x .075 ALlJI.t. ANCl( CUP
(1) 0 EACH BEAll LOCATION
/"
2" SlAB s[E SPAN CHARTS
2 x 2 tlTERNAll y r ASTENEo TO BEAM
'MTH (2)-"0 x 1 1/2" SlAS
(4)-"2 3/4 SIIS EACH SlOE
(4)-1'2 x 3/4 SlAS INTO QJTTER (I" "'IN. SEPARATION)
2 1/8" x , 1/2" flEC. CHANNEl .062
4~'
----
~
-----
",/
2" SIIB SEE SPAN CHARTS
....,
DOOR JAJ.IIl INTERN ALL y r ASTENED TO BEAll
\11TH (2)-,tO x 1 1/2" SIIS
SEE QJTT[R TO r ASOA
DETAIlS
4-~'
(4)-112 x 3/4 SlAS EACH SlDE
(4)-"2 x 3/4 SIIS INTO CUTTER (I" 111'( S[PARATION)
2 1/8" x I 1/2" REC. CHANNEl .062
NOTE:
AL ENGINEERING, tiC. DOES NOT WARRANTEE. EITHER EXPRESSl. Y OR II/PUrO, THE STRUCTURAL INTEGRITY or THE EXISTING STRUCTURE.
ALUMINUM STRUCTURES MASTER PUN
tc. @ COPYRIGHT AI., INC. 1994'
49
\ GUTTER TO FASCDA DETADLS \
r:
~
10 . :5" SCREWS 0 EA. CUP<ID
2" . .075 ALUM ANGLE CUP 0 EA. BEAM@)
I
I
'1'fASTEN fASCIA W 2 \0 SCREWS INTO EA. RAFTER
\V MIN. 2" PENETRATION- (MAX. 24" O.C.)
SPACER FERRULE 0 EA. B~
RIGID ALUM. OR PVC PIPE )
f2\CONTINUOUS ANGLE. \ . 2 0 B. OR WOOD WEDGE
\6ITO PLUMB GUTTER WHEN REOUIRED
f~ GUTTER W 10. 2"
.3 0 , or O.C. - STAGGERED 2"
REF. SIMILAR DETAIL ABOVE
fOR lYPICAL NOTES.
If
I
i
I
11
II
REF. SIMILAR DETAIL ABOVE
fOR lYPICAL NOTES.
.--/
(REf. BEAM TO
GUTTER DETAILS)
" S' STRUCTURAL GUTTER
~ MAY BE REVERSED USING SAME fASTENER PATTERNS
2. X - DENOTES ORDER OF INSTALLATION PROCEDURES
" 3. ENGINEERING, INC. DOES NOT wAAAANTEE. EITHER .EXPRESSLY OR
~ 'MPlIED. 1HE smucTURAL lNTt:GRlTY OF niE EXISTING SlRUCTURE.
SGF
ALUMINUM STRUCTURES MASTER PUN
lie. @ COPYRIGHT AL. INC. 1994