HomeMy WebLinkAbout00-9931
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BUILDING
BUILDING PERMIT
Permit 09931
Date a IlD /7-G~ '0
~, I
CITY OF ZEPHYRHILLS
(813) 788-6611
E~
PLU~ M~ Sewer Conn
Property Owner:
Job Address:
Parcell.D. #
J~D {~~ I rn 61~ ~G..l-J
5"fD ..-; / <A \.
1/- l. ~, - 2. i - c ~ 1 ~ - ~....... '3 t, C -
Water Conn:
Water Meter:
T,I.F.'s:
()c(~
Zoning: Energy Code: Radon Gas:
~ ' A'- C L~6.f- \ ~. /J"
DescriPtion of Work D, Lt:.. 'J 7CJ'.J LLOo:', \..h<-It-
FINAL / I - 'Z..&-€J~
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.
c,o,
DATE
Inspector S'R
~
:;;. ) J 0 '
I
City License Registration # / b 4'-1
State Certified License#
"::)0
~ \;)~
P~rmit F,~/--~ ~__--
Signa re ~ ~
Company
Address
Telephone#
Valuation or
Contract Price
---'---'-'_.,...,~
~~
BUILDING ELECTRICAL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
PLUMBING
/
/
/
/
(
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compress r
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.00 I shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PERMIT
CITY OF ZEPBYRHILLS
BUILDING DEPARTMENT
DATI: RECEIVED
PLAItS REVIEW I'BB
OWNER'S NAME LJ &/,///-6- (;.crJCZ"
JOB ADDRESS ..r7cs /,F~ cST
PHONE 7r2. ,{:f'~/
LEGAL DESCRIPTION: LOT(SI BLOCK SUBDIVISION
PARCEL ID # J /- 2. t.o- Z--~, - uO 1 0 - (yt 'j 0 t~ - 0 \D HJOBTATN FROM PROPERTY TAX NOTICE\
WORK PROPSED: ONEW CONSTRUCTION o ADDITION o ALTERATION o REPAIR ~INSTALL
D SIGN o MOVE ~ DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING OMULTI-FAMILY 0# OF UNITS o MOBILE HOME
o COMMERCIAL o INDUSTRIAL o SWIMMING POOL ~' OTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK ftJ&"'.4J"1l-b- C)L---- ~~..;: ~/}!7,A::.sL dzcb
BUILDING SIZE J'J~Jf" SQUARE FOOTAGE /fto HEIGHT R/
RESIDENTIAL:
COMMERCIAL:
ATTACH (21 PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS,
ATTACH (3) SETS OF BUILDING PLANS & (11 SET ENERGY FORMS,
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION,
PERMITS REQUESTED
o BUILDING
$ Sj?'7CJ
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
D PLUMBING
o MECHANICAL
AMP SERVICE
o FLORIDA POWER
o W,R,E,C,
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
D ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: D BLOCK
o FRAME
o STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES D NO
BUILDER
SIGNAWa 0--.-.-.-..-..
COMPANY ~~t 4tJ~'
STATE CERT OR EGIST # ;::)cca:Jf?~/
CITY PROCESSING # /~~
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
HBCHANlCAL
***********.*******************************************************
COMPANY:
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" wh!ch
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 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
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
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT",
STATE OF FLORIDA O/V '/'\r\
COUNTY OF r (t/JL/\....J
The foregoing instrument wa~~acknowledged
Before me this~ day of Vucn~~
by
(name of person acknowledged)
Owho is personally known to me, or
Name typed,
~.~H
SIGNATU~: CONTRACTo'R
~~=y O~/LORlDA YMW.
The foregoing instrument wa~Jackn~ged ~
Before me this -G/J-day of I 'D{.~A_, n.aoD(
by
(name of person acknowledged)
C1ho is personally known to me, or
NOTICE OF COMMENCEMENT
1111111 1111111111111111111111111 11111 11111 11111 11111 1111 II II
200014!5611
state of
FLORIDA
County of
PASCO
TUB tmOERSIGNBD hereby gives notice that improvement will be made to c~rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
1. Description of Property: Parcel No. //-~C-,)./_ OD/O -Oflif'6~ ~o/O
5905 18th STREET ZEPHYRHILLS. FL.
(Legal description of the property and street address if available)
REMOVE AND REPLACE EXISTING
2.
General Description of Improvement
POOL ENCLOSURE
Repl: 4!56133
DS: 0.00
11/20/00
Ree: 6,00
IT: 0,00
Dpty Clerk
- --~--
3.
Owner Information: Name
BONNIE GEISEL
Address 5905 18thSTREET
Interest in Property: OWNER
City ZEPHYRHILLS
StateFL
Name of Fee Simple Titleholder:
(If other th~n owner)
i'92~~~~"Ar~ : ffS;O fOUNTJr C"ERK
OR BK 4484 PG 464
Address
City
State
~
Contractor: Name
32552 GREENWOOD LOOP
Address
HAWLEY ALUMINUM
City
. ZEPHYRHILLS FL.
Clty State
STATE OF FLOR1ttR49
CUUN I Y OF F'A5CO
THIS IS TO CERTIFY THATJIiE FClflEGOING IS A
TRI:l[ MIS (}QRRen CQDV rH: TI1Mfoe\JMe.JT ON FILE
OR OF PUBLIC RECORD iN THIS OFFIC~~TNESS MY
HA NO OFFI 'Ii\L SEAL THI~ DAY OF
2 !JJP
JED PIT 1 I LERK OF CIRCUIT COURT
, BY
5 .
Surety: Name
Address
Amount of Bond: $
6.
Lender: Name
Address
City
St:ate
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.13(1)(a) (7), Florida Statutes:
Nelme
Address
City
State
8.
In addition to himself, Owner designates
REX HAWLEY
HAWLEY ALUMINUM
of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
S', G^F.,;"..-l~'i,i.im Gi';';:'c at :h:Ji:.1CE: or '::Olll.-Ii~f.cement. (t.;.E: ex;?i.tation date is 1 year
fr~m the date of recording unless a different date is specified.)
Signature of Owner: ~, E. ~~
Sworn to and subscribed before me this af) day of /1.Jn ~ y""""
1'000( \ _ J
Notary Public: ~;LJa ex ~
" , L/' D ,.... "f, Angela L Helms
My COnlinJ ss~on Explres: ...~~ u~ "
-:-. ,*-v ~I'\""",I'''OA ~CI99a17
'lo.,...,,~ Expires January 3. 2003
PC93053048
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(RESIDENTIAL USE ONLY)
PARCEL I.D,
SEC
l'WP
DATE:
RNG
SUOD
BLOCK
LOT
All drawln"s shall be drawn to scale or fully dimensioned for all parcels.
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SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS, ALSO, INDICATE
ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TYPE), AND ROADWAYS (INCLUDING
NAMES) ADJACENT TO TIlE PROPERTY, INDICATE TIIE SIZE, YEAR, AND NAME OF MOBILE: SUCH AS
12' X 60', 1981, FLEETWOOD,
ALL "EASEMENTS", "PROPERTY LINES", "RIGfIT-OF-WAY", and "JURISDICTIONAL LINES" must be
shown on all site plans,
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE,
HOUSf CONS TRUCTIO..
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MARK DESCRIPTION WT/FT AREA WALL t FLGE t ALLOY 1
=- STRUCTURAL ITEMS DESCRIBED
;= (A) 1 x2 OPEN BACK 0.276 0.230 0.044 0.044 6063- T5
B 1 x3 OPEN BACK 0.384 0.320 0.050 0.050 6063- T5
""'! -
C 3x2 PATIO BEAM 0,681 0,579 0.050 0.050 6063- T5
- 0 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 6063- T5
dO" E 2x2 SNAP BEAM 0.542 0.461 0,041 0.041 6063- T5
, ~
i.,c' F 2x3 PATIO BEAM 0,681 0,579 0,050 0,050 6063- T5
b
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G 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 6063- T5
I 2x4 SNAP BEAM 0,786 0,668 0,045 0.045 6063- T5 ~
IJ 2x4 5MB 1,008 0.857 0.044 0.135 6063- T6 ~
K 2x6 5MB 1.342 1.141 0.054 0.135 6063- T6
L 2x 7 5MB 1.515 1.288 0.057 0.135 6063- T6
M 2x8 5MB 2,147 1.826 0.072 0.224 6063- T6
N 2x9 5MB 2.317 1. 9 70 0.072 0.224 6063- T6
0 3x2 POST BEAM 0.800 0.680 0.070 0.070 6063- T5
P 3x3 SCALLOPED TUBE 0.596 0,507 .045-.078 .045-.078 6063- T6
~: 0 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
S1 4x4-0,125 TUBE 2.279 1.938 0.125 0.125 6063- T6
(.
ANGLES DESCRIBED
f. (AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063- T6
I =- AB 2x2x.093 ANGLE 0.427 0.363 0.093 0,093 6063- T6
I AC lx1x.062 ANGLE 0.141 0.120 0,062 0.062 6063- T6
-=-1
AD lx2x.062 ANGLE 0.214 0.182 0,062 0.062 6063- T6
'~ ,AE) 1 x3x. 11 0 ANGLE 0,323 0,275 0.070 0.070 6063- T6
RECEIVING CHANNELS DESCRIBED
(CA) 1.5x2.125x.062 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. 75x3, 23x,11 0 0,834 0,710 0,110 0.110 6063- T6
=a SUPER GUTTERS DESCRIBED
- (GA) 4"x4" EXTRUDED 1.270 1,080 0,070 0,070 6063- T6
(GB) 4 x5 EXTRUDED 1.358 1,155 0.075 0.075 6063- T6
~ .
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==r ~ ALUMINUM STRUCTURES MASTER PLAN
=- EH<:H:EfH1~. @ COPYRIGHT AL. INC. 1994 17
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-
I BEAM TO BEAM CONNECTlIOB\! DETAILS I ..
SPACING BET'r'rfEN 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 "0" "b"
2x4 5MB 14 eo #10 SMS NA t~A
2x6 5MB 22 eo #10 SMS NA NA
2x7 5MB 30 eo #10 SMS NA NA
, 2x8 5MB 34 eo #10 SMS NA NA
t). DETAIL 0
h 2x9 5MB 38 #10 SMS
~,j eo NA NA
t~ Ii i
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I:. BEAM TOTAL FASTENERS
jli SIZE BOTH SIDES "0" "b"
f ;
2x4 5MB 16 eo #10 SMS 14" 4"
#10 16" 4" 0 0 0 0 0 0 0 0
2x6 5MB 24 eo SMS
0 0 0 0 0 0 0 0
, 2x7 5MB 28 #10 SMS 16" 6" ~
i eo 0 0 0 0
--- ---
ji 40 eo ~10 SMS 20" 6" --- ---
:( 2x8 5MB 32 eo 12 SMS 20" 6'
EXTERIOR GUSSET PLATE
2x9 5MB 40 eo fOSMS 20" 6"
32 eo 12 SMS 20" 6"
DET AIL @
BEAM TOTAL FASTENERS
SIZE BOTH SIDES "0" "b"
2x4 5MB 16 eo #10 SMS 14" 5" --- ---
--- 0 0 ---
--- 0 0 ---
2x6 5MB 24 eo #10 SMS 16" 5" \ 0 0 I
0 0
\ 0 0 0 0 0 o /
2x7 5MB 28 eo #10 SMS 20" 5" 0 0
\ 0 0 0 0/
2x8 5MB 36 eo ~ 1 0 SMS 20" 6'
28 eo 12 SMS 20" 5"
2x9 5MB 40 eo ~10 SMS 20" 6" ~
32 eo 12 SMS 20" 5"
DETAIL @
~
0
BEAM TOTAL FASTENERS
SIZE BOTH SIDES "a" "b" ~
2x4 5MB 16 eo #10 SMS 14" 4"
2x6 5MB 24 eo #10 SMS 16" 4" I
2x7 5MB 28 eo #10 SMS 16" 6"
2x8 5MB 40 eo 10 SMS 20" 6"
32 eo 12 SMS 20" 6"
2x9 5MB 44 eo ~10 SMS 20" 6"
32 eo 12 SMS 20" 6"
DET AIL @
A 4"x 125" FLA T BAR MA Y BE USED ~
~ i INSTEAD OF GUSSET PLA TES CALLED
OU T WI TH AN APPROPRIA TE LENG TH
TO ACCOMODA TE THE REQUIRED SCREWS I
8TBl
~ ALUMINUM STRUCTURES .\lASTER PLAN I
I
~HC. @ COPYRIGHT AL, INC. 1994
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TYP, 5MB OR SNAP BEAM
2 x .3 - .050 P,B,
TYP. 5MB OR SNAP BEAM
t-
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r PURL IN / BEAM TO BEAM CClNNECTlON DET ALS ]
TYP.
TYP. 5MB OR SNAP BEAM
1 1 2" x 2 1 B" x ,062 RECEIVING CHANNEL
wi (4) - *'0 SMS INTO BEAM /I< (2) _ "'0
SMS INTO BOTH SIDES OF" 2 x .3 P,B,
,
W
TYP, 5MB OR SNAP BEAM
( PRIMARY BEAM )
1 1/2.' x 2 liB" x .062 RECEIVING CHANNEL. TYP.
o
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TYP, SUB PURUN _
( SECONDARY ) 1'0 SMS INTO "'0 SMS EACH SIDE
PURUN BEAM PRIMARY BEAM OF PURlIN BEAM
2 x 4 5 .3
2 x 5 5 .3
2 x 6 7 4
2 x 7 B 5
2 x B 10 5
2 x 9 10 6
SEE SCHEDULE F"OR F"ASTENERS
TYP. 5MB OR SNAP BEAM _
~ ALUMINUM STRUCTURES MASTER PUN
EHc>>mH1. He. (f) COPYRIGHT AL, INC. 1994
29
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COL.UMN
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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
(0) (F) (G) (H) (I) (J) (K) (l) (M) (N)
SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x8 5MB 2x7 5MB 2x8 5MB 2x9 5MB
3'-0' 9.75 13.00 13.83 18,00 18.50 18.50 X X X X
4'-0' 8.67 11.67 12.50 14,50 14.33 16,67 X X X X
5'-0' 8.00 10,83 11.50 13.00 12.83 15.50 X X X X
8'-0' 7,33 9,83 10.83 11.83 11.67 14.50 19.33 X X X
7'-0' 6.83 9.17 10.17 11.00 10.83 13.67 17.83 19.67 X X
8'-0' 6.33 8,50 9.67 10.33 10.00 12.83 18.67 18.33 X X
9'-0' 6,00 8.00 9.17 9,67 9.50 12.00 15.67 17.33 X X
INTERPOLA nON OK
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~ ALUMINUM ~TRUCTURES MASTER PLAN
ENGItEERIHG.1NC. @ COPYRICHT AL, INC. 1994
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ALL OTHERS SEE .
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@@ Z , J PB 4 "0 SUS EACH SlOE
(D 2 . 4 pe ~ '10 SUS EACH SIDE
(!) 2 . 4 SUB 8 " 0 SUS EACH SIDE
@0 2 . ~ sue 10 "0 Sus EACH SIDE
Q)@ 2 . 7 SUB 12 '10 sus EACH SIDE
<D 2 . 8 SUB 12 "0 sus EACH SlOE
@@ 2 , ~ SUB 14 ,'a sus EACH SlOE
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NOTCHED TO REC, PURUN
/ NorCH POST
lID 1 1/2 SMS
24' ON CENTER
I/Ili" REC. CHANNEL
4 "0 SYS
EACH SIDE
DETAIL C0
COLUMN
PER SCHEDULE
( ALTERNATE CONNECTION. (2) ',0 x...-
SMS ANGLED INTO PURLlN )
NOTES, IX2 DB AND 2X2 PB CAN BE ROTATED IN ALL CONNECTIONS DETAILS,
EXAMPLE, USING DETAIL @ \11TH THE TOP 2X2 AND IX2 POSITIONED UPRIGHT AS SHO\lN IN
DE TAIL @ IS OK. USE r AS TENER SCf'EDl!LE or GUSSET PLA TE AS INDICA TED
I:
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....
......
ALUMINUM STRUCTURES AlASTER PUN
ENGI~ERING INC. @ COPYRIGHT At. IHC, 199.
..
II
39
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L"CAGE BRACING DET AILS ]
IlDCF I. VALL lllAClNG IlEQUIIlED
rtR GIIIl.(.flIP,n.A T
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NOTES, C,,"NER CABLES OR R'mo BRAC'NG SHAlt B' USEO ON ANY WAlt NOT D'R'CTty FASTENEO TO TH'
HOUSF ON ,,"D'R TO R,,,ST D~CONAt STRESsES DU' TO "'NDlDAD. THES, CABLES SHAlt "TEND D~GONAlt Y
FROM EACH CORN'R. TENSION SHOULD B' AD'U"'D BY TH' USF OF TURNBUC",-ES. TURNBUC",-ES SHAlt HAU,
tOC"'NG D,UOC, TO "'UFNT looSFN'NC. TNOS ST"NLESS STEEt CABLE SNAlt B' AT lEAST "'" 'OUNDS TEST
STR'NGTH. THE BOTTOM OF TH' CABLE SHAlt B' FASTEN'D TO TN' SLAB W"H THR" ,,~ FAST'N'NGS DR TWo
5/16" FASTENINGS WITH A IJ8" STRAP EITHER WAll BRACING OR TOP STRAPS SHAll BE REQUIREO.
~ ALUMJNUM~TRUCTURES MASTER PLAN
~ ENGUEERlNG,/NC. @ COPYRIGHT AL, INC. 1994
45
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----
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---
2' x 075 AlU,"" ANGlE QIP
(1) 0 EACH 8EA,", lOCAnoN
(2)-'10 SUS
SEE GUTml TO FASCIA
DUALS
(4)-#12 · 3/4" SUS INTO GUTTER (l" IIIN, SEPARATION)
2' SU8 SEE SPAN CHARTS
(4)-#12 . 3/4' SUS EACH Sill[
,S SI.IS THRU CHANNEL IN TO BEAll
STRUClURAl GUTTER
2 I/S' . 1 1/2' REC. CHANNEl ,062
2' St./8 SEE SPAN CHARTS
2 . 2 x ,093 ANGlE
(2)-'10 SIIS
(4)-'10 SIIS INTO BE,IJ,f ( EACH Sill[)
(2)-'12 x 3/4' SUS 'HO GUTTER
(l" ""N. SEPARATION)
#8 SIIS THRU CHANNEl INTO BE,IJ,f
OPTIONAL BEAll CUT
2 '/S" x '" REC, CHANNEl .062
----
~
---
~
2' SUB $[E SPAN CHARTS
-/
$[E GUnER TO FASOA
DETAILS
2 · 2 INTERNAlLY FASTENED TO BE,IJ,f
'MTH (2)-'10 xII /2' SIIS
(4)-"2 x 3/4 SIIS EACH SIDE
(4)-112 I 3/4 SlIS INTO GUTTER (,' IIIN, SEPARATION)
2 I/S" - I 1/2' REC. CHANNEL .062
/.20 -075 ALUII. ANGlE QIP
(1) . EACH BEAll lOCA~N
(2)-NIO
----
~
---
........
2' SI.IB SEE SPAN CHARTS
-,.
SEE GUTTER TO F ASOA
DETAilS
DOOR JAIIB INTERNAllY FASTENED TO BEALl
'MTH (2)-'10 _ I 1/2. SLlS
/
/
--------.;
(4)-#12 I 3/4 SI.Is EACH SI[)[
(4)-'12 · 3/4 SIIS INTO GUTTER (,. IIIN. SEPARATION)
2 I/S" x I 1/2" REC, CHANNEl ,062
NOT[:
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~4Tl ALUMINUM STRUCTURES MASTER PLAN
~~HC. @ COPYRIGHT AL, INC, 1994'
~5'
~5.
4'5'
445
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49
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I GUTrEIR TO FASC~A DETA~LS I
0'CONTlNUOUS ANGLE. 1 . 2 0 B, OR WOOD WEDGE
~TO PLUMB GUTTER WHEN REOUIRED
lOx J- SCREWS 0 EA, ClIP~
2" x ,075 ALUM ANGLE CLIP 0 EA. BEAM@)
SMS
G)FASTEN FASCIA W 2 10 SCREWS INTO
MIN. 2 PENETRATlON- (MAX. 24 O.C)
SPACER FERRULE 0 EA B~
RICID AlUM, OR PIle PIPE) 4
t3"'FASTEN GUTTER W 10. 2"
\:Vo 12" O,C, - STACGERED 2"
/
REF, SIMILAR DETAIL ABOVE
FOR lYPICAL NOTES,
STRUCTURAL GUTTER
REF SIMILAR DETAIL ABOVE
FOR lYPICAL NOTES,
~
/
/
TbT'
, MAY BE REVERSED USING SAME FASTENER PATTERNS
2, X - DENOTES ORDER OF INSTALLATION PROCEDURES
J, ENGINEERING. INC, DOES NOT WARRANTEE, EITHER ,EXPRESSLY OR
IMPLIED. THE STRUCTURAl INTEGRIlY OF THE EXISTING STRUCTURE.
" 5" STRUCTURAL GUTTER
50
~ ALUMINUM STRUCTURES MASTER PUN
ENC>>EeI<<l ~. @ COPYRIGHT AL, INC, 1994
-, - ,~
~._--
.. ..
MAXIMUM ROOF BEAM SPANS -=
IN DECIMAL FEET
SCREEN ROOF I SCREEN WALLS EXAMPLE:
WIND 110 MPH DEFLECTION Ll60 POOL ENCLOSURE
< -----....1 COLUMN USED ,.---..--..- > a
8 . WALL a
ROOF (F) (G) (H) (I) (J) (K) (L) (M) (N)
BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 &1
USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB
4'-()" 18.42 19.08 19.25 19.25 19.25 19.25 19.25 19.25 19.25 D
(H) 5'-0' 17.08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75 III
2x4 6'-()" 16.08 16.58 16.75 16.58 16.75 16.75 16.75 16.75 16.75
PB 7' -0' 15.25 15.58 15.75 15.75 15.75 15.75 15.75 15.75 15.75
8'-()" . , "..14.58 14.92 15.08 15.08 15.08 15.08 15.08 15.08 15.08 &111
g'-()" 13.92 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42
4'-()" 21.08 21.75 21. 92 21.75 23.42 23.42 23.42 23.42 23.42 Is:
(J) S'-()" 20.08 20.08 20.25 20.08 21.58 21.58 21.58 21.58 21.58 -=
2x4 6'-()" 18.42 18.75 16.92 16.92 20.25 20.25 20.25 20.25 20.25
5MB 7'-()" 17.42 17.92 17.92 17.92 19.06 19.08 19.08 19.08 19.08 IE:
8'-0' 16.75 17.08 17.08 17.08 18.25 18.25 18.25 18.25 18.25
,
1 I 9'-0' 16.08 16,42 16.42 16.42 17.42 17.42 17.42 17.42 17.42
4'-0' 28.08 28.58 28.75 28.58 29.92 31. 92 31. 92 31. 92 31.92 lie:
;tl (K) 5'-0' 26.08 26.42 26,58 26.58 27.58 29.25 29.25 29.25 29.25 11--
" 2X6 6'-0' 24.58 24,92 24.92 24.92 25.92 27.42 27.42 27.42 27.42
5MB 7' -0- 23.25 23,58 23.75 23.58 24.42' 25.92 25.92 25.92 25.92
8'-0' 22.25 22.58 22.58 22.58 23.42. . 24.58 24.58 24.58 24.58 lac
, 9'-0- 21.42 21.58 21,75 21.75 22.42 23.58 23.58 23.58 23.58 tar:
. 4'-0' 31.58 32.08 32.08 32.08 33.08 34.92 35.92 35.92 35.92 Is:
; (L) 5'-()" 29.42 29.58 29.75 29.75 30.58 32.25 33.08 33.08 33.08
2x7 6'-0' 27.58 27.92 27.92 27.92 28. 75~ 30.08' 30.92 30.92 30.92 lie
5MB 7'-0' 26.25 26.42 26.58 26.58" 27~25 28.42 29.25 29.25 29.25
:
I 8'-0' 25.08 25.25 25.42 25.42 26.08 27.08 27.75 27.75 27.75
9'-0' 23.92 24.25 24.25 24.25 24.92 26.08 26.58 26.58 26.58 .-
,
,
, 4'-0' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 44.25 44.25 III:
eM) 5'-0' 35.42 35.75 35.75 35.75 36.58 37.75 38.58 40.75 40.75
2x8 6'-0' 33.42 33.58 33.75 33.58 34.25 35.42 36.08 37.92 37.92
5MB 7'.0' 31.75 31.92 31.92 31.92 3~58 33.58 34.08 35.92 35.92 /-=
I 8'-0' 30.25 30.58 30.58 30.58 31.08 32.08 32.58 34.08 34.08
9'-0' 29.08 29.25 29.42 29.42 29.92 30.75 31.25 32.75 32.75 1-=
,
4'-0' 41.92 42.25 42.25 42.25 43.08 44.42 45.08 47.42 48.42
(N) 5'-()" 38.92 39.08 39.25 39.08 39.92 41.08 41.75 43.58 44.58 -=
2x9 6'-0' 36.58 36.75 36.92 36.75 37.42 38.42 39.08 40.75 41.58 Ie
5MB 7' -0' 34.92 34.92 34.92 34.92 35.58 36.42 . 36.92 38.58 39.25
8'-0- 33.25 33.42 33.42 33.42 33.92 34.75 35.25 36.75 37.42
9'-0' 31. 92 32.08 32.08 32.08 32.58 .~ 33.42 33.92 35.08 35.75 1-=
INTERPOLATION BETWEEN VALUES IS PERMISSIBLE"
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.
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I 52 ~ ALUMINUM STRUCTURES MASTER PLAN ,Ie:
'" ~ ENGltEERING, INC. @ COPYR)GHT At. INC, 1994
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