HomeMy WebLinkAbout00-9823
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09823
lol/b /OD
Date
40.~ \..n.
BUILDING ELEC '~CAL
'"S ..~"
Property Owner: ~. Co (-e
Job Address: b J 0 5 , ., e
Parcell.D. # 02, .1(:,- ~I- OliO-
PLU~G
MEC~NICAL
Sewer Conn
Water Conn:
Sf,
00000- O~~O
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Description of Work Lo ~ lO Sk 9n
Radon Gas:
A .),~b
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
DATE
Inspector
:s;
Permit Fee ':I () . ~
- Signature -:~)~~ c;.:IZ-
Company
Address
Valuation or
Contract Price
3'S'o.~
City License Registration # :J,"'1 I
State Certified License#
- Telephone#
9"63- Cc)3 -?-?2?
~~~'S l:l () (3' ldel'S
0""" "-. ,
BUILDING ELECT\ ICAL PLU~ ING MEC~o.NICAL
Ftr. Tp. Servo SLB Breakers
Pre SLB / a ~ / is'-t!)O 'S fl- Rough In Tub Set Ducts Insl.
Lintel Meter Can Water Compressor
FRM. Const. Pole Sewer Final
Insul. CL Pool Final
WL Pre-Meter
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 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.
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APPLICATION FOR PERMIT
CITY OF ZEPRYRHILLS
BUILDING DEPARTMENT
DATE RECE:rvED
PLANS REVIEW FEB
OWNER'S NAME Go ta..
6ft) ~ I 7 t]t S-(
JOB ADDRES S oJ_
PHONE g/.3 7J1'Z ~Ol..(.
UfkP.,"-..f!5 h 3J5'"?5
LEGAL DESCRIPTION: LOT(S)
PARCEL ID # (J"2. 26 "2'
BLOCK
SUBDIVISION
Of 8"0 ODOO OS'~n
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~W CONSTRUCTION
D ADDITION
DALTERATION
D REPAIR
D INSTALL
D SIGN
D MOVE
D DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
D COMMERCIAL
DMULTI - FAMILY
D INDUSTRIAL
D# OF UNITS
D SWIMMING POOL
DMOBILE HOME
~THER
~f\ecO
DESCRIPTION OF WORK
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
i3v.ltO \0 ~fD SA.e&J. .4IcI"",-~~
BUILDING SIZE
ID XU;,
SQUARE FOOTAGE
/t;)cJ
HEIGHT
~" ~"
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1:1 SET ENERGY FORMS,
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
!2t'BUILDING
$
~tJ~
VALUATION;OF TOTAL CONSTRUCTION
D ELECTRICAL
AMP SERVICE
D FLORIDA POWER
D W.R.E,C.
D PLUMBING
D MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
D GAS
D ROOFING
D SPECIALTY
D OTHER
TYPE OF CONSTRUCTION: D BLOCK
D FRAME
D STEEL
~THER AIIJ ,''''-, t-J,,'.v\
FINISHED FLOOR ELEVATIONS ~~~~
IS PROJECT IN FLOOD ZONE AREAD YES
I3"NO
BUILDER
SIGNATURE 0 ~&.r
COMPANY ~ j 1,4,...,. Jf4lo/~~/
STATE CERT OR REGIST # /?,( t:JQl:.b~7'
CITY PROCESSING # d}771
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
* * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
MECHANICAL
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" 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
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
~)~cJY~ (~
( SifGNATURE: OWNER OR AGENT
SIGNA~~
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
o who has produced
(type
and whoD did 0 did not
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid [}:l.id not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
3658 Dove Hollow Drive
Lakeland, FL 33813
HAWLEYfS
HOME BUILDERS
863.603.7727
State License # RX66534
Co. License # 05491RC
Bonded. Insured
THIS AGREEMENT between Hawle 's Home Builders AND:
CONTACTstt~9'itted to: ,/J
~ 4. -I- /?~~
Phone:
hereinafter called the Owner.
Date:
Street
Job Location:
Job Name:
Job Phone:
614C t:.
d(J
/;Vo,'
/Jf1hfr~ t: /11a .
Diagram Special
Hawley's Home Builders PROMIS~ to furnish materials and labor, co plete in~aCCOr?~ce ~~bove spec~cations and estimates. And the Owner PRO~SES
to pay the sum of: . /f~lI;et/.(-, D ARS
/#r.J~/ ~ ;(' ''}A"(" C;A:~#,A:,./""
/
(All checks are to be made payable to Hawley's Home Builders) ~
All material Is guaranteed to be specified. All labor in connection with performance of this agreement Is Salesperson ~7 ~ /' . //
covered by the attached warranty, which is incorporated by reference to this agreement. Any alteration or S', ~ .. . {'-
deviation from the above specifications involving extra cost will be executed only upon written orders. and Ignature ~
will become an extra charge over and above the specified sum on this agreement, the Owner will be liable for For Hawtey's Home Builders
any collection costs. court cost, or any attorney's fee in connection with a breach of this contract by the
Owner. This agreement and performance thereunder is contingent upon the absence of strikes. accidents, or
delays beyond the control of Hawley's Home Builders.
VERBAL AGREEMENTS WILL NOT BE BINDING UPON THE COMPANY.
The Owner y affixing his or her Sign~~ undersC ~s of this agreement.
ACCEPTANCE OF CONTRACT: This contract is not binding until acceptance and signed by the signature of
Joe Hawley and Tom Faas, upon the commencement of performance by Hawley's Home Builders under
this agreement. II shall then be a binding contract as to all parties, and not. thereafter, subjecf to cancellation
except as provided by law.
Joe Hawley. Owner
Owner's Signature
Tom Faas, General Manager
APPLICATION FOR PERMIT
CITY OF ZBPBYRRILLS
BUILDING DEPAR'l'MBNT
~T!V
/O/i 1120GB fg
D~ IVED. , )
PLANS REVIEW I'BB - '"
JOB ADDRESS
PHONE _(fIJ) 7 r 2 .- t{ J Y 7
OWNER'S
SUBDIVISION
<)J'/ve/ O#'..f's
LEGAL DESCRIPTION: LOT(S)
PARCEL ID #
(OBTAIN FROM PROPERTY TAX NOTICE \
WORK PROPSED:
o ADDITION
o ALTERATI ON
o REPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
~MMING POOL
o MOBILE HOME
o OTHER
BUILDING SIZE
CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL
:LV- (;"'t)~1 rkMCy~ fr. <::. WI"""J /Nt;/ f/// alA'" of surc~ ~
I I
SQUARE FOOTAGE HEIGHT
DESCRIPTION OF WORK
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.
crfu;ILDING
P--€LECTRICAL
tyPLUMBING
PERMITS REQUESTED
$ A.A,II)()-
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o
FLORIDA POWER
o
I ~ -Ii>
w.R.E.C. .>>J IDq:1O
a ~.>>'iL
"g~1'1
o MECHANICAL
$ j)J.
o ROOFING ,EfsrtdI~TY
(
OF CONSTRUCTION: 0 BLOCK
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o OTHER
TYPE
o FRAME
o STEEL
)- / .--
/' ~/ r--
)(J OTHER . .. c.
1 r'
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD
SIGNATURE
COMPANY .::rr/J:> f/QO! ~/'f7no"""
STATE CERT OR REGIST # G eo 5'697 K
CITY PROCESSING # .,:)3 5"q
BUILDER
******************************************************************
~
BLECTRXC1AN __~-
- STATE CERT OR REGI ST # e:..c..ct:xJ ~ \ ~A
SIGNA~..................................::::.::::::::::.:...:.~.::......
COMPANyK-dWU(\,,,,-> t\e.c... SVL en
PLUMBER.
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
SIGNATURE
**********~*******************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
MECHANICAL
OTHER
(
SIGNATUR:g-
'. :;:;1;;...:j)=...............:~:::....~ZC)..~~
STATE CERT 'OR REGIST # /?~.lJ Y.'4-/
r~:- CITY PROCESSING # /6~Y-
~-:***************************************************************
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 restric~ive than City regulations. The undersigned assumes responsibility for
compliance with any ~ppli~able deed restrictions,
B. UNLICENSED CONTRACTO~ AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accoraance 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.
Furthe~ore, 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 perfo~ed 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
*A~y 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 DO NOT NEED TO RECO~ AND 'OSTIA "NOTICE O~TN'
;1~TURE' CO~RACTOA
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
Before me this ~day o~ , ll.oi;r
by
~ (name of person acknowledged)
~ho is personally known to me, or
STATE OF FLORIDA ~
COUNTY OF
The foregoing instrument was acknowledged
Before me this/ITH day of ~ ' ~
by ~
(name of person acknowledged)
Etwho is personally known to me, or
7l4<l":D
of identification)
take an oath,
o who has produced
(type of identification)
and who Ddid Diid not take an oath
o who
acknowledgement
Name typed, printed or stamped
'" , affray Todd R8HlRMft
; ~Commlsslon #tI~5typed, printed or stamped
. *~ Expires NOW. f5, 2002
,,~ BONOEr:1 THRU
"'11\'" ATlANTIC BONDING CO.. IHe.
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18/11/2088 8B:45 B13-715-38Z4
FPC ZEPH HILLS (F5
PAGE 81
.& Florida
'-~ Power
CO.I'O.""O"
October 11, 2000
JB'I' Pool Coob:~
To Whqm It May Coocan:
SUJUECT: JIROJIOSBD SPNSWIMMING MOL CONSTIlUC11ON AT:
LOT - SlLVDlOAltS SUBDIVISION
tlTZ'I $'I~S PAm
~~R, PLOIl1DA
If yeuhRe any ~ or RqUitcany Mditi._al ~, p1eI&cd oar office at (813) '783-6)M.
Sincady,
FLORIDA POWQ CORPORA11ON
~1~,
~ F. Bunoc:r ~
DiJtribucion ~
SFB: mw
ZEI'HVRHtLl8 OPERATIONS CENnR: 3MSa EMend 18euI..-. . ..IA. ....... 3384'
A "",.. ~ c-.,.-y
680-6. Receptacles, Lighting Fixtures, Lighting Outlets, Switching Devices, and
Ceiling-Suspended (Paddle) Fans
(a) Receptacles.
1. A receptacle(s) that provides power for a water-pump motor(s) for, or other loads directly
related to the circulation and sanitation system, a permanently installed pool or fountain, as
permitted in Section 680-7, shall be permitted between 5 ft and 10 ft (1.52 m and 3.05 m) from
the inside walls of the pool or fountain, and, where so located, shall be single and of the locking
and grounding types and shall be protected by a ground-fault circuit interrupter(s).
Other receptacles on the property shall be located at least 10 ft (3.05 m) from the inside walls of
a pool or fountain.
2. Where a permanently installed pool is installed at a dwelling unit(s), at least one 125-volt 15-
or 20-ampere receptacle on a general-purpose branch circuit shall be located a minimum of 10 ft
(3.05 m) from and not more than 20 ft (6.08 m) from the inside wall of the pool. This receptacle
shall be located not more than 6 ft 6 in. (1.98 m) above the floor, platform, or grade level serving
the pool.
3. All 125-volt receptacles located within 20 ft (6.08 m) of the inside walls of a pool or fountain
shall be protected by a ground-fault circuit interrupter.
FPN: In determining the above dimensions, the distance to be measured is the shortest path the
supply cord of an appliance connected to the receptacle would follow without piercing a floor,
wall, ceiling, doolWay with hinged or sliding door, window opening, or other effective permanent
barrier.
(b) Lighting Fixtures, Lighting Outlets, and Ceiling-Suspended (Paddle) Fans.
1. In outdoor pool areas, lighting fixtures, lighting outlets, and ceiling-suspended (paddle) fans
shall not be installed over the pool or over the area extending 5 ft (1.52 m) horizontally from the
inside walls of a pool unless no part of the lighting fixture or ceiling-suspended (paddle) fan is
less than 12 ft (3.66 m) above the maximum water level.
2. Existing lighting fixtures and lighting outlets located less than 5 ft (1.52 m) measured
horizontally from the inside walls of a pool shall be at least 5 ft (1.52 m) above the surface of the
maximum water level, shall be rigidly attached to the existing structure, and shall be protected by
a ground-fault circuit interrupter.
3. In indoor pool areas, the limitations of Section 680-6(b)(1) shall not apply if all of the following
conditions are complied with
a. Fixtures are of a totally enclosed type,
b. A ground-fault circuit interrupter is installed in the branch circuit supplying the fixture(s) or
ceiling-suspended (paddle) fans, and
c. The distance from the bottom of the fixture or ceiling-suspended (paddle) fan to the maximum
water level is not less than 7 ft 6 in. (2.29 m).
4. Lighting fixtures and lighting outlets installed in the area extending between 5 ft (1.52 m) and
10 ft (3.05 m) horizontally from the inside walls of a pool shall be protected by a ground-fault
circuit interrupter unless installed 5 ft (1.52 m) above the maximum water level and rigidly
attached to the structure adjacent to or enclosing the pool.
5. Cord-connected lighting fixtures shall meet the same specifications as other cord- and plug-
connected equipment as set forth in Section 680-7 where installed within 16 ft (4.88 m) of any
point on the water surface, measured radially.
(c) Switching Devices. Switching devices on the property shall be located at least 5 ft
(1.52 m) horizontally from the inside walls of a pool unless separated from the pool
by a solid fence, wall, or other permanent barrier.
680-22. Bonding
It shall not be the intent of this section to require that the No. 8 or larger solid copper
bonding conductor be extended or attached to any remote panelboard, service
equipment, or any electrode, but only that it shall be employed to eliminate voltage
gradients in the pool area as prescribed.
(a) Bonded Parts. The following parts shall be bonded together.
1. All metallic parts of the pool structure, including the reinforcing metal of the pool shell, coping
stones, and deck. The usual steel tie wires shall be considered suitable for bonding the
reinforcing steel together, and welding or special clamping shall not be required. These tie wires
shall be made tight. Where reinforcing steel is effectively insulated by a listed encapsulating
nonconductive compound, at the time of manufacture and installation, it shall not be required to
be bonded.
2. All forming shells and mounting brackets of a no-niche fixture unless a listed low-voltage
lighting system is used, not requiring bonding.
3. All metal fittings within or attached to the pool structure. Isolated parts that are not over 4 in.
(102 mm) in any dimension and do not penetrate into the pool structure more than 1 in. (25.4
mm) shall not require bonding.
4. Metal parts of electrical equipment associated with the pool water circulating system, including
pump motors and metal parts of equipment associated with pool covers, including electric
motors. Metal parts of listed equipment incorporating an approved system of double insulation
and providing a means for grounding internal nonaccessible, noncurrent-carrying metal parts
shall not be bonded.
5. Metal-sheathed cables and raceways, metal piping, and all fixed metal parts that are within 5
ft (1.52 m) horizontally of the inside walls of the pool, and within 12 ft (3.66 m) above the
maximum water level of the pool, or any observation stands, towers, or platforms, or from any
diving structures, and that are not separated from the pool by a permanent barrier.
(b) Common Bonding Grid. The parts specified in (a) shall be connected to a common
bonding grid with a solid copper conductor, insulated, covered, or bare, not smaller
than No.8. Connection shall be made by exothermic welding or by pressure
connectors or clamps that are labeled as being suitable for the purpose and are of the
following material: stainless steel, brass, copper, or copper alloy. The common
bonding grid shall be permitted to be any of the following:
1. The structural reinforcing steel of a concrete pool where the reinforcing rods are bonded
together by the usual steel tie wires or the equivalent
2. The wall of a bolted or welded metal pool
3. A solid copper conductor, insulated, covered, or bare, not smaller than No.8
4. Rigid metal conduit or intermediate metal conduit of brass or other identified corrosion-
resistant metal conduit
Structural reinforcing steel or the walls of bolted or welded metal pool structures shall be
permitted as a common bonding grid for nonelectrical parts where connections can be made in
accordance with Section 250-8.
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MAXIMUM ROOF BEAM SPANS
IN DECIMAL FEET
SCREEN ROOF I SCREEN WALLS EXAMPLE:
WIND 110 MPH DEFLECTION LlSO POOL ENCLOSURE
< ----..-1 COLUMN USED 1----->
8 'WALL
ROOF (F) (G) (H) (I) (J) (K) (L) (M) (N)
BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9
USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB
4'.0' 18.42 19.08 19.25 19.25 19.25 19.25 19.25 19.25 19.25
(H) 5'-0' 17.08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75
2x4 6' -0" 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'-0' 14.58 14.92 15.08 15.08 15.08 15.08 15.08 15.08 15.08
9'-0' 13.92 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42
4'-0' 21.08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42
(J) 5'-0' 20.08 20.08 20.25 20.08 21.58 21.58 21.58 21.58 21.58
2x4 6'-0' 18.42 18.75 18.92 18.92 20.25 20.25 20.25 20.25 20.25
5MB 7'-0' 17.42 17.92 17.92 17.92 19.08 19.08 19.08 19.08 19.08
, 8'-0' 16.75 17.08 17.08 17.08 18.25 18.25 18.25 18.25 18.25
.~ 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 I:
(K) 5'-0' 26.08 26.42 26.58 26.58 27.58 29.25 29.25 29.25 29.25
Ii 2X6 6',0' 24.58 24.92 24.92 24.92 25.92 27.42 27.42 27.42 27.42 I-
I
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 j--
. 9'-0' 21.42 21.58 21.75 21.75 22.42 23.58 23.58 23.58 23.58 Is:
, 4'-0' 31.58 32.08 32.08 32.08 33.08 34.92 35.92 35.92 35.92
. (L) 5'-0' 29.42 29.58 29.75 29.75 30.58 32.25 33.08 33.08 33.08 s:
2x7 6'-0' 27.58 27.92 27.92 27.92 28. 75~ 30.08' 30.92 30.92 30.92
'j 5MB 7' -0' 26.25 26.42 26.58 26.58 27~5 28.42 29.25 29.25 29.25 c::
" 8'-0' 25.08 25.25 25.42 25.42 26.08 27.08 27.75 27.75 27.75
"
II 9'-0' 23.92 24.25 24.25 24.25 24.92 26.08 26.58 26.58 26.58
., -
I 4'-0' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 44.25 44.25 -=
(M) 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 32.58 33.58 34.08 35.92 35.92 ~
8'-0' 30.25 30.58 30.58 30.58 31.08 32.08 32.58 34.08 34.08
i 9'-0' 29.08 29.25 29.42 29.42 29.92 30.75 31.25 32.75 32.75
,
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4'-0' 41.92 42.25 42.25 42.25 43.08 44.42 45.08 47.42 48.42 a:
(N) 5'-0' 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 , is:
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
I 9'-0' 31. 92 32.08 32.08 32.08 32.58 '10. 33.42 33.92 35.08 35.75 &:
INTERPOLATION BETWEEN VALUES IS PERMISSIBLE"
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(DfASTEN fASCIA W 2 10 SCREWS INTO EA.
1 MIN. 2" PENETRATION (MAX. 24" O.C.)
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STRUCTURAL CUTTER
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\6ITO PLUMB GUTTER WHEN REOUIRED
REf. SIMILAR DETAIL ABOVE
fOR TYPICAL NOTES.
/
STRUCTURAL CUTTER
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REf. SIMILAR DETAIL ABOVE
fOR TYPICAL NOTES.
(REf. BEAM TO
GUTTER DETAILS)
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. MAY BE REVERSED USING SAME fASTENER PATTERNS
2. X - DENOTES ORDER Of INSTALLATION PROCEDURES
3. ENGINEERING, INC. DOES NOT WARRANTEE. EITHER .EXPRESSL Y OR
IMPLlEO, THE STRUCTURAl INTEGR1TY Of THE EXISTING STRUCTURE.
" 5" STRUCTURAL GUTTER
SGF
50
ALUMINUM STRUCTURES MASTER PUN
t<<:. @ COPYR'CHT AI.. INC. 1994
I,BEAM TO GUTrER DET AIL~
----
--.....",
----
2' x .075 AlUII. ANctE ctlP
(I) 0 EACH BEAU lOCATION
(2)-110 SMS
SEE GUTTER TO fASCIA
o[TA"'S
(4)-112 x 3/4" SMS INTO GUTTER (,. MIN. SEPARATION)
2" 5MB sa SPAN CHARTS
(4)-112 x 3/4" SIIS EACH SlO[
18 SIIS THIlU CHANNEl IN TO BEAll
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2 '/S" x I 1/2" flEC. CHANNEl .062
2" SIIB SEE SPAN CHARTS
(4)-110 SWS INTO BEAU ( EACH SIDE)
(2)-1'2 x 3/4' SMS INTO CUTTER
(T" iaN. SEPARATION)
18 SWS THIlU CHA/fln IN TO BEAU
~5'
2 1/8' x ," REe. CHANNEl .062
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445'
(4)-112 3/4 SWS EACH SIDE
(4)-112 I 3/4 SIIS INTO GUTlER (I" WIN. SEPARATION)
2 I/S" x , '/2' flEC. CHANNEl .062
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SEE GUTTER TO f ASOA
DETAilS
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(4)-112 I 3/4 SIIS EACH SIDE
(4)-112 I 3/4 SIIS INTO CUTlER (," WIN. SEPARATION)
2 '/S" x I 1/2" REC. CHANNEl .062
NOTE:
AI. ENGINEERING. INC. DOES NOT WARRANTEE. EITHER EXPRESSl. Y OR IWPUED. lHE STRUClURAl INTEGRITY Of THE EXISTING STRUcllJRE.
tt\4l1 ALUMINUM STRUCTURES MASTER PUN
~ ENcN:!Rb re. @ COPYR'GHT AI.., INC. 199.'
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HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO W1NDLOAD. 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 I'.... FASTENINGS OR TWO
5/16" FASTENINGS WITH A 118" STRAP. EITHER WALL BRACING OR TOP STRAPS SHALL BE REQUIRED.
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ENG!tEERJNG.1<<:. @ COPYRIGHT AL. INC. 199.
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<[) 2 . 4 SUB 8 " 0 SlotS EACH SlOE
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Q)@ 2 . 7 SUB 12 '10 SUS EACH SIDE
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110 I 1/2 SMS
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DETAIL CD
COLUMN
PER SCHEDULE
( ALTERNATE CONNECTION" (2) ',0 x 4"
SMS ANGLED INTO PUR UN )
PJOTES IX2 DB AND 2X2 PB CAN BE ROTATED IN ALL CDNrJECTIONS DETAILS.
ExAMPLE, USING DETAIL @ \.11TH THE TOP 2X2 AND IX2 POSITIONED UPRIGHT AS SHO""N IN
~ETAIL @ IS 0'<, USE rASTENER SCHEDULE or GUSSET PLATE AS INDICATED.
~ ALUMINUM STRUCTURES MASTER PUN
ENGItEERING.1NC. @ COPYRIGHT AL. 'HC. 1994
39
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EXTERIOR @
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INTERIOR @
CHAIR RAIL 12
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INTERIOR ~
CHAIR RAIL ~
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~ ALUMINUM STRUCTURES MASTER PLAN
ENG~.INC. @ COPYRIGHT AL, INC. 1994
31
, d
I PURLIN / BEAM TO BEAM CONNECTlON DEl ALS I
TW. 5MB OR SNAP BEAM
2 x 2 PURlIN, TYP.
OR .3 x 2
(2) - 110 SMS INTO 5MB OR
SNAP BEAM - EACH SIDE
TW. 5MB OR SNAP BEAM
1 1 2" x 2 1 8" x .062 RECEIV1NG CHANNEL
wi (4) - lID SMS INTO BEAM & (2) - 110
SMS INTO BOTH SIDES OF 2 x 3 P.B.
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( PRIMARY BEAM)
2 x 3 - .050 P.B.
TW. 5MB OR SNAP BEAM
( SECONDARY ) 110 SMS INTO 110 SMS EACH SIDE
PURlIN BEAM PRIMARY BEAM OF PURUN BEAM
2 x 4 5 3
2 x 5 5 .3
2 x 6 7 4
2 x 7 8 5
2 x 8 10 5
2 x 9 10 6
SEE SCHEDULE FOR FASTENERS
TYP. SUB PURLlN _
TYP. 5MB OR SNAP BEAM - PRIMAR.!:.J
~ ALUMINUM STRUCTURES MASTER PUN
EN<>>mI<<l N:. <D COPYRIGHT AL, INC. 1994
29
!BEAM TO BEAM COlNNECT1ON DETAILS I
SPACING BETVrfEN SCREWS CANNOT BE LESS THAN 2"
GUSSET THICKNESS MUST BE GREA TER OR EOUAL TO WALL THICKNESS
BEAMS SHOWN ARE SCALED AS A 2)(9 5MB
OTHER BEAMS ARE SIMILAR
BEAM TOTAL FASTENERS
SIZE BOTH SIDES "a" "b"
2x4 5MB 16 eo #10 SMS 14" 4"
2x6 5MB 24 #10 SMS 16" 4" 0 0 0 0 0 0 0 0
eo
0 0 0 0 0 0 0 0
2x7 5MB 28 eo #10 SMS 16" 6" 0 0 ~ 0 0
--- ---
40 eo ~10 SMS 20" 6.' --- ---
2x8 5MB 32 eo 12 SMS 20" 6'.
40 eo ~10 SMS 20.. 6.. EXTERIOR GUSSET PLATE
2x9 5MB 32 eo 12 SMS 20" 6"
DET AIL @
BEAM TOTAL FASTENERS
SIZE BOTH SIDES "a" "b"
2x4 5MB 16 eo #10 SMS 14" 5" --- ---
--- 0 0 ---
--- 0 0 ---
2x6 5MB 24 eo #10 SMS 16" 5" 0 0 /
0 0
0 0 0 o /
2x7 5MB 28 eo #10 SMS 20" 5" 0 0
0 0/
2x8 5MB 36 eo ~10 SMS 20" 6"
28 eo 12 SMS 20" 5"
2x9 5MB 40 eo ~ 1 0 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"
2x7 5MB 28 eo #10 SMS 16" 6"
2x8 5MB 40 eo 10 SMS 20" 6"
32 eo 12 SMS 20" 6"
I 44 eo ~ 1 0 SMS 20" 6"
~ 2x9 5MB 32 eo 12 SMS 20" 6"
DETAIL @
A 4\ 125" FLAT BAR MA Y BE USED
'I INSTEAD OF GUSSET PLA TES CALLED
OUT WITH AN APPROPRIATE LENGTH
TO ACCOMOOA TE THE REQUIRED SCREWS
BrBl
28
~ ALUMINUM STRUCTURES ,\fASTER PLAN
E~~. @ COPYRIGHT AL, INC. 1994
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I ALUMINUM EXTRUSIONS 10 CHART I
.
IMARK I DESCRIPTION I WT/FT I AREA I WALL t [ill;E t I ALLOY II
~;
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
D 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 6063- T5
E 2x2 SNAP BEAM 0.542 0.461 0.041 0041 6063- T5
F 2x3 PAllO BEAM 0.681 0.579 0.050 0.050 6063- T5
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
J 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 1.970 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
S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063- T6
ANGLES DESCRIBED
(AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063- T6
AB 2x2x.093 ANGLE 0.427 0.363 0.093 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.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.ll0 0.834 0.710 0.110 0.110 6063- T6
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
ADD
f ~ ALUMINUM STRUCTURES MASTER PUN 17
EtamKlNC. @ COPYRIGHT AL. INC. 1994
-
_.- .-.-..
."""" '.'..
GENERAL SPECIFICATIONS
e
JOB NO.
SIZE
SF
POOL CAPACITY
SHAPE
3 I TO 5 I
TEMP NQ
03
/2- I)D / +
e.5
L;~/.{-r
ELECTRICAL HOOKUP
UNDERWATER VACUUM W/HOSE
I'
MUNICIPAUTY (
SET BACKS: SIDE
REAR
HOUSE
/V1 ,r i ./.
NOTES: - ':;VaVi) +ir,,.SV\ 10~f'nov
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HANDRAIL 110
MAIN DRAIN e.5
TYPE: D!>ec~ !~rJf
LADDER
SKIMMER
3
DESIGNER
DATE -Fi-/lO
~
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City: Yi S Phone: 7fl~ 1(3 t{ 1
LEGAL DESCRIPTION
LOT BU< SUB
BOOK PAGE LOCATION
J T ~ (813) 782-0357 ~ ~
POOL CONTRACTING:tf
Custom Pools and Spas
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REVISION
DATF JOB NO nF~rRIPT)O
10/11/2000 08:45
813-715-0824
FPC ZEPH HILLS OPS
PAGE Ell
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Florida
Power
CORPORATIOOl
October 11, 2000
JBT Pool Contractors
To Whom It May Concern:
SUBJECT: PROPOSFJ) SPA/SWIMMING POOL CONSTRUCTION AT:
LOT - SILVFJ.l OAKS SUBDIVISION
6727 STEPHEN'S PAm
ZEPHYRlDLLS, FLORIDA
Thank you for notifying us of your proposed swimming pool construction at the above location.
The pool proposed for construction at the above address does not conflict with any underground or
overhead facilities of Florida Power Corponltion, provided that the pool is installed in the location shown
on the attached site plan provided to US by the pool contIaCtor.
Please call Sunshine State One Call of Florida (l-800-432-4nO) a minimum of 48 I10un before you dig.
If you have any questions or require any additional infonnation, please call our office at (813) 783-6944.
Sincerely,
FLORIDA PO~ CORPORATION
~pJ~~.
Stephen F. Bwmer ~ed
Distribution Engineering
SFB: mw
ZEPHYRH1LlS OPERATIONS CENTER, 38453 Eiland Boul..v..rd . Zephvrhill5, Florida 33541
A FIo,ida Progress CO"'Ptlny
NOTICE
Rcpl: 447512 Rec: 6.00
OS: 0.00 IT: 0,00
10/12/00 Dpty Clerk
JEO PITTMANA PASCO COUNTY CLER~
10/12/00 0:;,: 38am 1 of 1
OF COMMENCEMENT OR BK 4461 PG 822
County of Yn,~C--D
111111111111111111111111I11111111111I11111111I1111111111111I
2000128741
State of ~Jor'ld.o.-
TUB lmOERSIGNBD 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. Oeser iption of Property: Parcel No.
6'7)7 it ~~5 Pff1'H Ze (. r~dl$ R}')5"'/,
(Legal descr~pt~on 0 t e property an
2 .
General Description 01 Impro':e!!!€"1t :]:";v~r.QlA.J1.d (].(.rnc.-r~fe -sw/."'l""'-i~ iJU"/ wi c/~c:/(' rt-
, ,
!ZiJ' / S <".~ e,-,
3 .
O\'o'ncr Information: Name (!lff~".. PAr f1//,-Ift-,
l\ddress (,1)1 yltpJlMJ Iktrl- City ;Ze;II'7rh,!/s
Interest in Property: IWNe;e.r
State F/.
flame of Fee Simple Titleholder:
(If other th~n owner)
City
Stilte
Address
:rrl3 ~(.l/ a?f~I'iCTiNI-
R'
Contractor: Name
l\Jdres s l::? Of 00)(" $- 'i" J
City ;2 e./J/y" 4,/h
5.
Surety: Name
State PI",
335a~._
City
State
Address
Amount of Bond: $
)\l:BlJ Alnd3U
HJnOJ 11IlJbl;) ,0 ' J 1J 'N\:f1N
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VQn::\()l:::1 ::1031.\11.8
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RESIDENTIAL SWIMMING POOL, SPA AND/OR HOT TUB SAFETY ACT
NOTICE OF REQUIREMENTS
, (We) aCknowledge that a new swimming pool, spa or hot tub will be constructed or installed at
, and hereby affirm that one of the following
(Please Print Street Address)
methods will be used to meet the requirements of Chapter 515, Florida Statutes:
(Please Initial the method(s) to be used for your DOOI)
The pool will be isolated from access to the home by an enclosure that meets the pool barrier
requirements of Florida Statute 515.29;
The pool will be equipped with an approved safety pool cover that complies with
ASTM F1346-91 (Standard Performance Specifications for Safety Covers for Swimming Pools,
Spas and Hot Tubs);
r-
~. ;71.
All doors and windows providing direct access from the home to the pool and located within the
enclosure/fence required by the Pasco County Land Development Code, Section 530.4(0), will
be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10
feet;
All doors providing direct access from the home to the pool and located within the
enclosure/fence required by the Pasco County Land Development Code, Section 530.4(0), will
be equipped with self-closing, self-latching devices with release mechanisms placed no lower
than 54" above the floor or deck;
I UNDERSTAND AND AGREE THAT NOT HAVING AT LEAST ONE OF THE ABOVE INSTALLED AT
THE TIME OF FINAL INSPECTION, OR WHEN THE POOL IS COMPLETED FOR CONTRACT
PURPOSES, WILL CONSTITUTE A VIOLATION OF CHAPTER 515, F.S. AND WILL BE
CONSIDERED AS COMMITTING A MISDEMEANOR OF THE SECOND DEGREE, PUNISHABLE BY
FINES UP TO $500 AND/OR UP TO 60 DAYS IN JAIL AS ESTABLISHED IN CHAPTER 775, F.S.
I FURTHER UNDERSTAND AND AGREE THAT THE OWNER AND/OR CONTRACTOR WILL
COMPLY WITH THE FOLLOWING REGULATIONS CONCERNING SWIMMING POOL, SPA AND/OR
HOT TUB ENCLOSURES, IMMEDIATELY UPON COMPLETION OF THE SWIMMING POOL, SPA
OR HOT TUB, IN COMPLIANCE WITH SECTION 530.4(D), PASCO COUNTY LAND DEVELOPMENT
CODE:
1. Construct around the swimming pool, spa or hot tub a MINIMUM FOUR FOOT HIGH FENCE with self-
closing, self-latching gates. The fence must not have any gaps, openings, indentations, protrusions, or
structural components that could allow a young child to crawl under, squeeze through, or climb over the
. fence.. Gates must open outward away from pool area. The releasing mechanism of the latching device
rnllC'ot ho I",u''''~+orl nn fho r\nnlC!-irlo 1"'\1 +ho n~+,Q ~n"" ~n r\1~l"orl +h~+ i+ I""r't.nnn+ hL"t. r~"'^"",,1"lI hu .... u_. ......_ _~",.J
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n .<>---
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WVAR1ES --1~
!
2" x _ FRONT WALL BEAM
SELECT 'L' FROM TABLE 2.1.1
AND I OR TABLE 2.12
USE 'L' = WI2 + O.H.
LL r
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VARIES
00 NOT BLOCK
FIRE EXlT WINDOW
OVERl-'ANG VARIES
v'
Ul
L W
~
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2' x J' MINiMuM
SEE TABLE 2.2.1 AND I OR
TABLE 2.22
..f---- W
~-
ANCHOR WIT11 HEADER CHANNEL
WOOD FRAME SHED WIT11 2 x 4
PRESSURE TREATED PINE PLATE
ANCHORED TO CONCRETEMT11
';4' CONCRETE FASTENERS AT
4'.<)' O.C.
MIO-SPAN SEA'" SELECT L FROM
TABLE 2.1.1 AND I OR TABLE 2.12
FRONT WAlL BEAM SELECT L FROM
TABLE 2.3
SHADiNG TYPE II
DENOTES ,NT. POST MAX. ROOF AREA
TABLE 2.1.' ANa I OR TABLE 2.1.2
SHADING 1'(PE I
DENOTES EXTERlOR POST ROOF AREA
SEE TABLE 2.2.1 AND I OR T AaLE 2.2.2
MINiMUM J' x J' x 0.060' THRU-
BOL TED TO HEADER POST ANCHOR
TO CONCRETE SEE DETAIL REQUiRED
POST TYPiCAl
SINGLE WIDE ATT.A.CHEO CARPORT
. I
/- WI2 -~. W -----,;' WI2+0.H. r
,.o"
W~
DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
SEE ROOF CONNECTION DETAILS
POST TO BEA'" SELECT FROM
/ TABLE 2.3
I
W ~ W
a: a:
::J ::J
G ...
POST SllE AND SPACING u
::J ROOF PANELS SEE SEE TABLE 2.2.1 AND I OR ::J
a: a:
... SECTION 7 TABLES I TABLE 22.2 ...
Ul " Ul
... 'I ...
Ul Ul
~ I, 0
~ 3-112' 2500 PS.1. CONCRETE st.A8 :I:
WITH 6 x 6 WELDED W1RE MESH
^ VARIES ,/ OR FIBER MESH CONCRETE OVER ^
VAPOR BARRIER
SECTION THROUGH SINGLE WIDE ATTACHED CARPORT
UJ
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UJ
SEE CONNECTION DETAILS
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UTILITY SHED WALL SECTION
ROOF CONNECTION DETAILS
SEE SECTION 7 DETAILS
M!D-SPA... BEA'" SiMPLE SPAN
TABLE 2.1.1 AND I OR 2.1.2
e--
:1
I,
POST TO BEAM SELECT FROM
TABLE 2.3
POST SllE AND SPACING
SEE TABLE 2.21 AND I OR 2.2.2
-+
---
3-112' 2500 PS.1. CONCRETE SlAB
WITH 6 x 6 WELDED WIRE MESH
OR FIBER MESH CONCRETE OVER
VAPOR BARRIER
VARIES
^
SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
PAN OR CCMPOSITE ROOF PANEL
SECT10N 7 DETAJlS
TOP PLATE PRESSURE TREATED OR
WITH VAPOR BARRIER AT AlUMINUM ROOF
2" x 4' lUMBER TOP PLATE @ ROOF
2" x 2' AlUMINUM OR
2" x 4' lUMBER #2 S.?F. (MIN.)
SHEATHING:
7116" O.SB. OR 112" PLYWOOD WIT11
ST'J€)S 24' ON CENTER OR STRUCTURAL
GRADE THERIML PlY W,Trl STUDS AT
16' ON CENTER
2' x 4' PRESSURE TREATED PLATE WIT11
:JI8' x 4-112' CONCRETE ANCHORS AT
4'.{)' ON CENTER
SEE SlAB DETAilS
SEE CONNECTlON DET AI lS
W
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12' x PAN (SEE TABLE) USE W
TO SELECT PAN FOR REQUIRED SPAN
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W 1 VARIES
FOR FRONT BEAM USE L=W!2+OVERHA.NG
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VARIES
/--- W -,I--- W-,-'
/- WI2 "
I
W -,-' WI2+O.H. r
DOUBLE WIDE A1TACHED CARPORT WITHOUT CENTeR POST
l!J
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ROOF PANelS
SEE SECTION 7 TABLES
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-'-'
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VARIES
'"
ANCHOR WlIH HEADER CHANNEL
FRONT W"'l.L BEA'"
SELECT l FROM TABLE 2.1.1
AND I OR TABLE 2.12
MID SPA.'j BEAM
SELECT L FROM TABLE 2.1.1
AND I OR TABLE 2.12
SELECT BEA'" FROM TABLE 1
POST
SI-'..ADiNG TYPE II
SEE TABLE 2.2.1 AND I OR
AND I OR TABLE 2.2.2
SHADiNG TYPE 1
SEE TABLE 2.2.1
A.ND I OR TABLE 2.2.2
J' RECEIVING CHA."NEL ANCI-'CRS
WITH (3) EACH #8 SHEET METAL
SCRE\'VS AT 12' ON CENTER
MID SPAN BEAM
see SPAN TABLE 2.1.1 AND I OR
TABLE 2.12
POST TO BEA'.4 SELECT FROM
TABLE 2.3
POST SIZE A....O SPACiNG
SEE TABLE 2.2.1 ANDIOR TABLE 22.2
3-112' 2500 PSI CONCRETE SLAB
WITH 6 x 6 WELDED WIRE .MESH
OR FIBER MESH CONCRETE OVER
VAPOR BARRIER
SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST
THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
BASED ON THE lOAD REQUIREMENTS FOR THE FOLLOWING
CODES:
1) STANDARD BUILDING COOE 1997, CHAPTER 16
iNCLUDiNG SSTD 10-36
2) BOCA NATlDNAL. BUILDING CODE 1996
3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
RESIST ANT CONSTRUCT10N ' 9S8
ATTACH SHED OR ROOM WAlL TO
HOST STRUCTURE WI 114' x 3-114'
TAPCONS @ 16' D.C. FOR ,v.ASONRY,
ff16d COMMON @ 16' O.C. OR ff10 x 3.112'
FOR WOOD, AND ff10 x 2.112" S.M.S.
FOR ,. x 2" AlUMINUM AND #10
x 3-112" S.M.$. FOR 2' x 2" AlUMiNUM
AlUMiNUM POST AND 8EA...
SHEATHING:
7116' 0.S8. OR 1.'Z' PLWIOOD WIT11
STUDS 24' ON CENTER OR STRUCTURAL
GRADE rrlERMAl PlY 'MT11 STUDS AT
16" ON CENTER
2" x 4' PRESSURE TREATED PLATE WIT11
31'8' x 4-1/2" CONCRETE A....CHORS AT
4'.{)' ON CENTER
SEE SlAB DETAILS
co 1?
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NOTE:
WiND LOAD CONVERSION:
SPANS AND HEIGHTS FROM TABLES ARE BASED ON A '20 '-l.P.H,
WIND LOAD. TO CONVERT TO A 140 M.P.H. WI,N\) lOAD MUL T1Pl Y
SPA...S AND HEIGHTS BY 0.85
NOTES: 1. ANCHOR PANS TO HEADER CHANNEL WITH (3) ff10 x 112' S.M.S. WI WASHER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 112' S.M.S. WI WASHER.
3. ANCHOR COLUMN TO CONCRETE FLOOR 'MT11 (2) 1/4' x J' CONCRETE ANCHORS.
4. ANCHOR COLliMN TO BASE PLATE WIT111.1/4' S.S. BOLT
5. ANCHOR SHEET,NG AS FOLLOWS:
A PL '!WOOD #8d COMMON @ 6' OC. EDGES AND 12' O.C. IN FIELD
B. STRUCTURAL GRADE THERMAl PLY PER MANUFACTURERS RECOMME.NDATIONS
OR #8 x 1.114' DECK SCRE-NS @6'O.C. EDGES AND '2' D.C. FiELD AS A MiNiMUM
CARPORT WALL SECTION
JOB NAME.
ADDRESS:
DRAWING FOR ONE PERMIT ONLY
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, II
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A'=WI2+O.~.
W
'i
OVERHANG VARIES
I
/ A'=WI2
NOTE: FOR BEA... SPAN LENGTH . A" FOR TABLE 2.1 1 AND
TABLE 2. 1.2 EQUALS THE LARGER OF: A = W OR A = WI2+0.H.
BEAM IF REQUIRED
FOR KNEE BRACING
DOUBLE CARPORT
. SLOPE
--
\ 112
\ '2
~I-'
KNEEBRACE ~ ,.',
W FOR BEAM SIZE
i
,
II
W FOR BEAM SIZE
. MINIMUM SLOPE SHALL BE 112" PER 12" EXCEPT FOR 0.026" PANS
FOR WHICH THE SLOPE SHALL BE 3/4' PER 12" FOR SPANS
EXCEEDING 12''{)' OR MANUFACTURERS RECOMMENDED SLOPE
END VIEW DOUBLE CARPORT (GABLED)
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12. AlI,;MINUM PANEL ROOF
SEE TABLE 2.5
RECEMNG CHANNEL
RECEIVING CHANNEL
12" AlUMINUM PANEL
SEE TABLE 2.5
'2" AWMINUM PANEL
SEE TABLE 2 .5
RECEMNG Cl-'ANNEL
RECEIVING CHANNEL
" '
,
ALUMINUM UTILITY SHED WALL
WITH DOOR (ELEVATION)
-
-
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w
MONO-SLOPED ROOF
I
{- ~=WI2+{)H
i
OVERHANG VARiES
II
SHADING DENOTES lAAXlMUM ROOF
AREA FOR COLUMNS AND FOOTiNG
SINGLE CARPORT
. SLOPE
--
1/2
'2
W FOR BEAM SIZE
SEE TABLE I
AFTER COMPUTING 'A'
LARGEST VALUE
.~
II
1f
POST SIZE AND SPACING PER TABLE 2.1.1
AND I OR TABLE 2.12
NOTE: KNEE BRACES ARE REQUIRED IF POSTS
ARE NOT SET IN CONCRETE FOOTING
END VIEW SINGLE CARPORT
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AUJ"MINl,JM UTILI1Y SHED WALL
<:~., . '(ELEVATION) ;~.~~
12
1/2~
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/--- WI4
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./ Wf4~
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RIDGE CAP
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GABLE CARPORT FRONT ELEVATION
/'
112
~ RIDGE BEA"A
LOAD WIDTH FOR CENTER BEA"A
~ PER TABLE 2. 1. I AND / OR TABLE 2. 1.2 -..-'
l__________
IV
II
II
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il
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i'
W/2 = LOAD WIDTH FOR RIDGE BEAM SPAN
_ RIDGE BEAM SEE TABLE 2. I . I AND I OR
TABLE 2. 1.2
PAN OR COMPOSITE PANEL ROOF
,NOTCH POST TO RECEIVE BEA"A
\V1TH (2) 3-112' x 114' THRU-OOL T
W1TH LOCK NUT TOP AND BOTTOM
BEAM PER TABLE 2. 1. I AND / DR TABLE 2.12
POST PER TABLE 2.2.1 AND I OR TABLE 2.2.2
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NOTE:
KNEE BRACES REQUIRED IF POSTS ARE
NOT SET iNTO CONCRETE FOUNDATION
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^
GABLE CARPORT SIDE ELEVATION
PAN ROOF SEE TABLE 2.5
--=:J
&-
f+1~
-r/ ..-r--
~
;-+
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L
/
#8 x 1/2. SHEET METAL SCREW
iNTO EACH RISER AT PANEL ENOS
TOP AND BOTTOM PA.~
BOTTOM CHMNEl A.~CHORED TO su..a
WITH 114'" x,. EMBEDME.NT EXPA.'ISION
BOL TS AT 24' ON CENTER OR CONCRETE
SCREWS
RECEIVING CHANNEL
PAN TO WALL C CHANNEL
(3) #8 X 112" PER PAN
PAN WAlL
2" X 2' X 0.044' BRACE FOR
MORE PAN HEIGHT REFER
TO TABLE 2 . 5
114"" X 1.1/4' EMBEDMENT
EXPA.'ISION BOlTS OR EQUAL
ORNE PINS AT 24' ON CENTER
, 2" RISER PA.'IEL SEE TABLE 2 . 5
----j
~
,
3- I 12" CONCRETE su..a
ATTACH PA.'IELS TO CHANNEL WITH
(2) #8 X 1.12" SHEET METAl SCREWS
EACH PANEL AT EACH END
SECTION THROUGH UTILITY SHED
PAN WALL CONNECTION
v
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2
OF
7
SIDE VIEW SINGLE OR DOUBLE BAY CARPORT
KNEE BRACE NOT REQUIRED FOR
ATTACHED STRUCTURES
KNEE BRACE REQUIRED IF POST NOT
SET IN CONCRETE FOOTING
r r
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v>
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SEA'>4 SPAN
W FOR SEAM SIZE
SEE TABLE 2 . 1 . 1 ANO/ORT ABLE 2.12
AFTEH COMPUTiNG 'A' LARGEST VALUE
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...., - -
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MIN. 3-112" SlAB 2500 PSI CONC, ..;.I" ~
6xS-10x10W.w..'>4,ORFIBERMESH ~ .
VAPOR BARRIER UNDER CONCRETE
f
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B~EADER
ALTERNATE CONNECTION DETAil
'Z' x 2" x 0.063" ANGLE CONNECT
UPRIGHT @ BEAM/HEADER AND
CHAIR RAIL
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~ po
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iL=1
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POST SIZE PER
TABLE 2.2.1 AND/OR
TABLE2.2.2
(2) #10 x l' SHEET METAL SCREW
INTO SCRB'" SLOTS
ANCHOR l' x 2' Pu\TE TO CONCRETE
W1TH 1/4' x 2.112" CONCRETE
ANCHORS WITHIN 6' OF EACH SIDE
OF EACH POST AND 24' O.C. MAX.
ROOF PANEL SEE SECTION 7
l' x 'Z' EXTRUSION
PAN OR COMPOSITE PANEL ROOF
1.1/S" MIN, iN CONCRETE
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d = HEIGHT OF BEAM
BEAM SPliCE SHAll BE MINIMUM
d . .SO' HEIGHT
2 x (d . .SO') LENGTH
'.112" x 1.112' x 0.000" ANOlE
EACH SIDE OF CONNECTING
BEAM WITH SCREWS AS SHOWN
CARRIER BEAM
SEE TABLE 2 . 1 . 3
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ROOF PANEL SEE SECTION 7
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
CENTER OF
BRACE CONNECTION FOR
START OR END OF BEAl,4 SPAN
~
ANCHOR PER DETAIL FOR PAN
OR COMPOSITE PANEL
SEE TABLE 2 .3 FOR NUMBER OF
BOLTS AND SIZE OF POST
BEAM AND POST SIZES SEE
TABLE 2.1 ,1. TABLE 2.1 .2 AND'
OR TABLE 2 . 2 . 1, TABLE 2 , 2 . 2
COLUMN NOTCHED TO SUIT
(4) #10 x 112" S.M.S. EACH SIDE
OF P0S.,
""
SIDE NOTCH POST TO BEAM CONNECTION
'Z' x 2' OR 2" x 3' OR 'Z' 5MB POST
~~-
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ANCHOR l' x 2' ~ TE TO CONCRETE I 1 I
WITH 1/4' x 2.112" CONCRETE -L../I r---L ;--
ANCHORS WITHIN S' OF EACH SIDE (;
OF EACH POST AT 24' O.C, MAX. -r'1,-
OR TI;ROUGH ANGLE AT 24' D.C. MAX. J 11 I
t~.
~~:~ :~ r:-
MIN. 3-112' SlAB 2500 PSI CONC. "~ ' " , J.
6xS-10x10 W.w.M. OR FI8ER MESH .
VAPOR BARRIER UNDER CONCRETE
HEADER BEAM
~
~
H-BAR OR GUSSET Pu\TE
'Z' x 'Z' x 1'16" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD BEARING WALL WITH
(2) #10 x 112" S.M.S. EACH SIDE
,. x 'Z' EXTRUSION
",
H~HANNEL Kl'.;EE 6RACE 2' x 3' x O.OSO' KNEE
6RACE WIT1~ (3) #10 x 112' EACH SIDE OF BEAM
U~HANNEL CoN SIDE W1TH (3) #10 x 112" AND
KNEE BRACE II'<TO POST AND (3) #~ 0 x 1I:i:' EACH
SIDE o,~ KNEE BRACe: WIT)~ CORROi:lION
RESISTIVE WASHER HEADED SCREWS
BEMA PERPENDICUlAR TO ROOF BEAM PARALLEL TO ROOF
KNEE BRACE TO POST DETAIL
Pu\TE TO OlE SA!..IE TI;ICK.'IESS
AS BEAM WEB
Pu\TE CAN BE INSIDE OR
OUTSIDE BEA.... OR LA? CUT
,I- d-. SO" --+- d-. 50" "'" l' MAX.
SELECT FASTENERS FROM I .75'~ _ _ _ _1_ _ - - ~ ~~ ~i--"o,
TABLE 1.6 '- i I", '"
~ I ''';;
1.75'~_ _1+ _~ I
" ',', 1--"0,
DENOTES SCREW PATTERN " MAX.
NOT NUM8ER OF SCREWS
SPLICE TO BE LOCATED 1/4 TO 1/3
BEAM SPAN AND STAGGERED EACH
SIDE OF SELF MATING BEAM
1.1/8' MIN. IN CONCRETE.
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r-'-
SELECT FASTENER SIZE, NUMBER
AND SPACING FROM TABLE 1 .6
SELF-MATING POST TO BASE AND SELF-MATING POST TO
BEAM DETAIL
CENTER NOTCH POST TO BEAM CONNECTION
1YPICAL BEAM SPLICE DETAJL
ANGLE OR RECEIVING CHANNEL
~ :0:
~ I~~
PRIMARY BEAM ~: : ~
SEETABLE2.1. 1 ~ I'""
ANOIOR TABLE 2.1 .2 4 "'"
ti: I @ ,
~ I @ -
~
NOTE: CROSS BEAM ATTACHED AT COLUMN AND BEAM
@ UJ
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@ !X: PRJMARY BEA....
(JJ SEE TABLE 2 . 1 . 1
@ Q. ANDIOR TABLE 2.1.2
:t
@ ....
Q.
@ UJ
0
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MINiMUM fIi3 S.M.S. x 314' LONG NUMBER
REQUIRED EQUAL TO BEAM DEPTI; IN INCHES
NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES
MAY BE CONNECTED WITH (2) #10 x 1.112"
INTER.~ Y
BEA.... PER DESIGN TABLE
MINIMUM fIi3 S.M.S. x 314' lONG
NUMBER REaUiRED eQUAl TO BEAM DEPTH
NOTE: EXTRUSIONS WITH iNTERNAL SCREW BOSSES
MAY BE COi'oNECTED WITI; (2) #10 x 1.112"
INTERNAlJ. Y
CARRIER BEAM TO BEAM CONNECTION
CARRIER BEAM TO WALL CONNECTION
CROSS BEAM AT COLUMN AND AT BEAM
BEA.... TO WALL CONNECTION
(2) 2' x 2' x 0.060' EXTER."<AlLY MOliNTED ANGLES ATTACHED TO WOOD WAlL WITI; MiNI.VUM
(2) 318' x 2" U\G SCREWS PER SIDE OR (2) 1/4' x 2.1/4' ANCHORS TO CONCRETE OR MASONRY
WAU ADO (1) ANCHOR PER SIDE FOR EACH iNCH OF SEAM DEPTH LARGER THAN 3'
(Al TERNA TE)
(1) 1.314' x 1.314' x '.314' x 1/8' INTERNAL U~l1P ATTACHED TO WOOD WALL WITH MIN. (3) 3i8' x 'Z'
U\G SCRB"'S PER SIDE OR (3) 1/4' x 2.1/4' ANCHORS TO CONCRETE OR MASONRY WALL ADD
(1) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3'
"'7
ANCHOR PER DETAil FOR PAN OR
COMPOSITE PANEL
SEE TABLE 2.3 FOR NUMBER OF
BOL TS AND SIZE OF POST
BEAM AND POST SIZES SEE
TABLE 2. 1.1, TABLE 2. 1 .2AND/
OR TABLE 2.2.1, TABLE 2.2.2
COLUMN NOTCHED TO SUIT
l' x 21/8" x 0.044' CHANNEL
"NI #S x 318' wi HEAD S.M.S.
@ 1 112" O.C. MAX. 80TH SIDES
(2) fIi3 x 112" wi HEAD S.M.S.
PARALLEL @ 112' O.C. MAX.
TI;ROUGH ,. x 2 1/8' CHANN EL
iNTO BEAM
(2) 5116" x 3 112"
CAD. ST. BOLTS TI;ROUGH
a) C;;
o 0
55 a)
0) r-:.
a) a)
xa)""C\41J)
g~3~g
20'd>(J),~
.a).....C\4,...
:Ja..""x~a)
Zl-~<' '
(j)"'u.00
- 00
2~tiOa)~
~ T- -8"!''-
.J~~1<~
<>-aJto~Z
<(j)""O~
~~3ti~
:f e
en .:.i
:j ~
-l
~
C/) ::J
o Z
W ~
I 2
c/)z
>de.:>
C/)C/)~
ffi~~
> C/) UJ
o UJ 0
Ua::N
Q::Jz
~ G 0
a.::Ji=
_C!U
C/)I-W
I-c/)c/)
C!2
o ::J
a. z
a:: _
~2
U ::J
-l
~
/
G SHEET
3
OF
7
U~HANNEL
INTERNAL OR EXTERNAL RECEIVING CHANNEL
_(rr
. .~
2' x 2' x 0.063' ANGLES
INTERNAL OR EXTERNAL ANGLE CLIPS
AlUMINUM ruBE COLUMN
~
h~ ~
~ w. ~
EXTRUDEO ALUMINUM BASE OR
BREAK FORMEO U~LIP
CONCRETE ANCHORS PER SCHEDULE
TUBE COLUMN BASE SCHEMATIC
INTERNAL BASE
NOTE: ATTACHMENT DETAilS SHOWN REQUIRE DIAGONAL
aRACING FOR FREE-STANDING COVER
2:-0' MIN.
BEFORE SLOPE
,,(
of
3-112"
~. ,..-,.LFE=IL.:-b;=i:?,=,i7i..;=i.. 'il~t';~~~==~~i,,07~~
: ~ ~~~~;
:;]==1
TYPE I
FL\T SLOPE / NO FOOTING
0-2'/12'
"/~.".'!
~!~~
, "" :
I , :
~I i I
<~>
~~-----../~
POST IN CONCRETE #4 BAR 12' LONG
ANCHOR AlUMiNUM FRAME TO WAlL
~ OR SlA3 Wln11i4' x 2-112" MASONRY
ANCHOR WIT11IN 6' OF POST AND 24'
_ON CENTER MAXiMUM
(' ) #4 BAR CONTINUOUS
8' x 8' x '6' ~OCK WAlL (MAX. 32')
OPTIONAL CONCRETE CAP BLOCK
OR BRICK
(1) #4 BAR AT CORNERS AND 10"-0'
ON CENTER FILL CELLS AI-tl KNOCK OUT
BLOCK TOP COtJRSE Wlrn 3000 PSI
PEA ROCK CONCRETE
POtJRED CONCRETE REFER TO TABLE 4
ISOLATED FOOTING
,.>UJ~
,,'
. i I
3' x 3' POST ru R.... BOLTED
TO ANCHOR RISER
2.314' J( 2.314' x 2-112' LONG
118' ruBING
WELDED CONNECT!ON
FASTEN PER TABLE 6
12' x 12' x 114' PLA.TE
3-112' CONCRETE SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
~
,
N
....
RIBBON FooT1NG OR MONOUT11IC
IF MONOUTHIC SlA3 IS USED SEE NOTES
OF DETAILS BELOW
;.
(1 ) #50 BAR OR (2) #40 BARS
MIN. 2.112' COVER
f '" 12' '"
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
",
(rT
H ------
~. I
Hf'.....,.~~
. .,;,
'r
-,
,
,
.j'
:-mu.
. . ;J
.'1.
."
. J
.... ~1
-ryl
", ~
~rr 't' = THICKNESS OR REQUIRED POST
I I v TOP OF GRADE
,
I 3' x 3' POST PER TABLE
, 80 lb. 2500 psi CONCRETE PRE. MIX
....
N
318' X 3-112' BOL T
i
- (2) 2" x 2' x 't' ANGLE OR (1 ) U~HANNEL x 't'
~ <l !
'" . . 3' X 3' BASE
-
^ , 16' /'
~
~
",
",
CORROSION RESISTIVE STEEL
THRU BOLT PER SCHEDULE
CONCRETE SLAB OR FOOTING
;.
'-l,
RAISED PATIO FOOTING
PORCH POST CONNECTION
ALUMINUM CONVENTIONAL CONSTRUCTION
(1) 11-5 BAR CONT.
~
~. /--~
A$-q~~~Ii~f}V~='''':
~ r-8't~
,{- 8' -of
TYPE II
MODERATE SLOPE FOOTING
2'/12'. ,'.10'
TYPEIII
STEEP SLOPE FOOTING
> ".10'
NOTES: 1. NO FOOTING REQUIRED EXCEPT ""'HEN ADDRESSING EROSION EXCEPT FOR EXIST1NG
SLAB WIT110UT REiNFORCEMENT. THEN TRIBUTARY ROOF AREA UMlTED BY TABLE 2.4
2. MONournlC SLABS OR FOOTINGS SHAlL BE MIN. 2.500 PSI CONCRETE WITH 6x5-1Ox10
WELDED WIRE MESH OR FIBER MESH ,'My BE USED IN LIEU OF MESH.
3. IF LOCAL BUILDING CODES REQUIRES A MINiMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB DETAILS ADDRESSING EROSION
PAD FOOTING
r''T
U .
~EJ-:
. ,-"<
--;: 8. ,F-
AlUMINUM STRUCruRE FOOTING
2500 PSI CONCRETE WITH (' ) 11-5 BAR CONT.
MINIMUM 2.'12" OFF GROUND
RIBBON FOOTING TYPE I
!'T
~EJU . -'"
, .
. ... a,
.' .'.-"<
i .
~ 12" -,I-
AlUMINUM STRUCT1JRE FOOTING
2500 PSI CONCRETE WITH (3) ~ BAR CONT.
MINIMUM 2.1/2' OFF GROUND
RIBBON FOOTING TYPE II
ALUMINUM ATIACHMENT
3-1/2' CONCRETE SLAB 6 x 6 - 10 X 10 WELDED
WI~::: MESH OR F'SER '.;ESH CONCRETE
VISQUENE VAPOR BARR!ER UNDER SlABS
f-J.AVING STRUCT1..iRES ABOVE
WELL COMPACTED CLEAN FilL OVER SACRIFICED
NATURAL SOIL 90% RELATIVE DE."SITY
CONCRETE F'LLED BLOCK STEM WAll
8. x 8' x 16' C.M.U.
8' x 12. CONCRETE FOOTING \'V1rn (1) #5 CONTINUOUS
LOCATE ON UNDISruRSED NAruRAL SOIL
(1) #5 VERTiCAl BAR AT CORNERS AND 10'-0' O.C.
GAJ..V. METAl STRAP (14 GA. Xl')
8' x 8' X 16' CONCRETE SLOCK
8' x 24' x 24' POURED CONCRETE PAD
(2) #5 BAAS (18' LONG) EACH WAY
CONCRETE POURED CELLS WIT11 #5 BAR
(SAKRETE READY MIX w/ GRAVEL)
co .....
o C'?
o 0
iO (Q
(]) ~
CO CO
XCOt'-NiO
g~~~g
JO'cD~'.t
.CO Nt'-
;)a..~x~co
Zf-C'?<'Q
-r/) u..oo
J~U:og,?
~ ..g,.l.'"
..~~~<~
<~~~5S
~~~u:~
:f ~
r;; .:i
::j ~
.-J
<l:
CI)::J
o Z
w <l:
::r: ::E
CI) z
06~
CI) CI) ~
n:: w
~o~
OCl)W
u ~ 0
O::JN
_ I- Z
~uO
a.::Ji=
.n::U
CI) I- W
I-CI)CI)
n::~
O::J
a. Z
n:: -
<l:~
U ::J
.-J
<l:
,;..
W 2: ~
. ;5 N
t'I ..... ~
u..~N
... U) ~
~~w......
(])U 'f:
Ci-;2'f~
2:0";;>
c~~:e'l'
~~~~~
-.41:__
.~f-UJC!i
W llJ:J Z '"
QOo~
(])'~S:~
()ffi~:Jw..
c ll.I .... UJ
(])~~f-
L..~<ll
::> :.or ci
::>.... .
i~ 0.
f
I
4
OF
7
Table 2,1.1:
.'VlnO Lone $
Appllea load ':
Laid WldtJ1
,
!i
r
If
'j"
'IT
"
~,
Load WH:un
':
.
I
!
! 'j"
I 1U
r---',
I "
I Load ',vldm
I
I ~
I If I
F-- --? ----r--
r-'U I
"
1Z"
LoaQ 'N!om
,
.
r
If
'j"
1U
"
,;C
~
Load ~'dtn
~
~
~~:
12"
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
,o~ "~U"'H I "IJ MPH
, I' ! ~q. rl. ! LV. I :)q. i"t.
~O.OW .'101l0w Jilt
.j"."J '~-u
j .", '1
j".j
..
,.;j
., . ~ ,
, .,
5.J
{_1
~..J, ;., oj
~ t 'J71r.o-so' HOIIO'N
,..;
,-"
.,.1
:'J:~:
:~~
5.J
, .'II
.;~
~~
,.(j
I.J
~ .11
:~~:
." ~'i
'l: :c ~O HOllOW, lit
.l. .J ll.,J
-].4
.-d
f.!,
,.;0
j"-J
! ,." \
I TTrTll:u;o
j '''.f
I ';::-/
,1.(
'....,!J'
(,.. .J
:l.~
,j-J
S"'-.J I
~1n;Jll
~~~~
'~.J
;; ..
'",""",
'~.:
g4'
:J-/
~.,1
0:0-
1-,1
MOIIOW
"..;
11.(
,'-' <i
iJ-<J
~..,
$.11
;-0
~",,1J Y1~H
~~ I ~Q. rt.
~ .::
::..j
,,,
::l . ~ 1
:-d
,-0
j -~
,. ,
, ..
,-0
~ .~
c-o
;.
:..:J.
'J. "1
". ,W
1,....:1
:J.,l
,j"\.J
;~
.;1
::;." I ,-::;
. U.'~lT~ ~ell Ma~ng Oleam
:!~ J ;:'--0
"' ; ,....
I, .j \,J-Q
~u.;
.1
~~
~.7"'
:J-v
."
d..,J
3.,
,..r'
14~ Vll-"H
...tI.l ':)q. rt.
-;
,-d
., .J
~ .', '\
, .,
~-4
,-d
,...
0.1
>,U
;t.1'
.j...j
;j"-4
.,
~ 1 . 1
'~ -"
.."
6-:1
'j"-J
I'U
~~;
;t.n
;:~
,~~,
_'1
~, )
';
, ./.
I.' J
{.:)
,-v
,-i:l
~ ..j
,."
i.r
~4Q jI,Il.jo'H
JD l ~q. rt.
,-0
,~
:-d
,~
:-v
.. . ~:.J
~ -/
; :~
o. "";
::;-.j
,~
: -:f
'-0
:.;j
j -, 1
5..::,
I
i ...
-r--o ;,-.,
I ,-" 1
i
:;-oJ
::..,
:'J-..j
{.i
;-0
I -11
i-Q
,.1
, .,
'-0
'~~
C-11
.~~~
1-0
1-'\
6'.~u
Example:
Fer Z" ;( 4" ;( 0 038" ;( D, 1,'Xf SeJt.Matll"'q 3eam 3eam SDat1 Det'Neen upnghrs use !oad 'Nldtl1 to anter taCla
For' 2' Roof ?al1el ... 2' Overhang, Load Mdth.:: L'N:: 12' / 2 . 2' O,~ :: a' =nter :abJe CI1 'et! at 9' ~ead
aHc....acle span 'Jrder ,"eQI.Ned ioao, inus 'or 1,:)J ,'A? H 'Nt('l<j [oa~'r~a ,:oad Glf 17 =tISQ ~t. ard U~alj .Vltjtli.:: a'
D"
V:axJf1"'um Seam Soan 'or 2" ;( 4" x ') 1J38'" x O. ~C:O" :: i ~ ,..,;" 1
Spars 00 (',O( If"'Ch.l::e :ef',<;t~ ~ kr,e.a orace ;Odd m('il.octal ,~n ct kr.ee :xace t,~ aocr.e s~s f(::< ',ctal C€aIT1
Table 2.1.2:
Nind Zone :ill
Applied Load'
Lo.d Widtll
3'
3'
10'
11'
12"
13'
14'
1S.
Load l'1idtll
3'
3'
10'
'"
~Z
13'
14"
I.'
Load Wldtll
3'
"
10'
'"
12"
13'
14'
16"
Load Widtll
3'
9'
10'
'"
12"
13'
14'
16"
Load 'Nidth
3'
9'
10'
II'
12"
13'
,~.
,..
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and otl1er Open Buildings with Solid Roofs
Aluminum Alloy 6C63 T-6
102 MPH I "0 MPH '2Q .MPH
17# 1 Sq. Ft I 20# 1 Sq. Ft I 23# 1 Sq. Fl
2-. ." . 0.050"" . 0.120- Self M.ting 0.'11'1
:5".'''' I ,~..' '4., .
1S., 1'. ;~'-;" 'J-~~
'5'.2' 'J.". ,)"..)""
~.4'..s" ,~.~,. 'Z~
13', ~O" 1.2'-1' 11'.' .'.
13'.3" '2'-3" 1 ~ -.J
'Z.10" 1 l'.'C" 11'.;J"
~r.'i. ~i'..J' ~O'-4"
2-. r x 0.055-. a. '2Q" Sell Mating o..m
,g4' 1 ,T.'O.' I '5"-8'
'8'..).. '6'.';)"" ,5.-8.'
-/-4. <,5.,,' :4."
'6'..,.' '5..3"" :4..2'
;,'.10" ~4'.7'" '3'-7"'
15'.2" '4~' '3'.'
:4'~M ~:J.Q.' lZ.'.
'3'-8- I '2'./. 1,..g'
2-.3" x 0.072-. J.224" Setf .Mabng o.am
24'.10" ! :'2".'" I 2'.4..
. T "-n:j" ,,1.7" "'.Z'
22".3"" 2(J..,.. ,~.,.
21'.2" '9''''" '8",,).
20-4"
'3'-8"
IT'.~.
',5 '~PH 140 MPH
25# 1 Sq. Ft I 32111 Sq, Ft
. 3";
'2.""
'Z.J'
'11-3"
'2'4'
,,.-8"
, 1'.0"
1 ~. - 2" 1 Q' - ~ "
~ IJ 13"
'o.g' _-8"
'0"4- g4.
U; S..g-.
.5~' 14'.'"
'J':~' .3',4'.
'4 .\J' .2'.1
13"4.. '2"'0.
'2.... , ,...,..
12'-3" l' '. ~
1".~T' 'O'...g"
'1'.," g-1 r.
I
:0.." I '8'.,. !
-~rr-:--;~~
,;-.". . '6".2.. 1
'T.Z' '5'-5"' I
'S'.J' 14 -9"
',.~'
~ ~'-2"
'4.3"
2 ~ -11 '
2(J.g'
'g...,..
'3..';'
,.~".
'.~-3.'
:'"0 .7'
.5'.,"
'4..3..
'3"-8..
'2'.10"
Ig.,D"
'3'-8.'
'T.9.'
'5'.1'"
:5:.~:
~.,
~ 4 ., 1 .
~6'-4"
15.3.'
~otes:
Above spans 00 :'ot InC:ude :'ef"gtt'1 'Jf i<nee brace ,:"'Cd r'10liZOntaJ ;engtn 'J( mea brace to abcve spars for totaj
beam spar s
',g.f5" ~i.ii" ~S'.3"
',9'-3" 17 -4" '5'-2"
:7-1' I 15.2" ',5-':
2".9".0.072-.0.224" Self Mating 30am
2T-2" 2:,.',' 23'-4"
25"..g"
24.-4"
22'~J'"
23."".
22'.,.
214'
2<1-6.'
20'.1' .
19.1 ~.
:~~.:
23.2'.
22".2"
22'-5"
;'1..).
1i3".v'
20'. ~'"
194..
Table 2,1.3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures
(102 MPH WInd Zone, Applied Load' 17 Ibs 1 sq, It) Aluminum Alloy 6C63 T-6
Single Self.Mating 3oam,.
2"' . 4" x 0.0J8- . 0.100-
12"' x .".0.050"" x 0.12Q"
2"'. r x 0.055" x 0.12Q-
2"' . 8" x 0.072"' X 0.224"
,2"' x g" x 0.072"' x 0.224'
i 2"' . g" . 0.032"' . 0.306- 32"....
2~.Q- I 23'-0-
Double Self.Mating 3oam' 'O'.Q" 12".0-
12"'. 3-.0.072"'.0.224"
,2"' x 9".0.072"'.0.224"
, 2"' . 9" . 0.082"' . 0.306-
Double Seif Mating Seam
2.4 Seif Mabng 30am
added \0 TopiBol1om
I (perpendicular to web~
12"' x 3-.0.072"' x 0.;;2." 34'-6"
12"' . 9" . 0.072"' x 0.224"
rfi-g.' , a.C~2. ,o.iii6"
~lotes:
30-0" ! 2T-5"
3Z.W' 29".11" I
3S.'1l" I 32".'T
2~ .Q" 28' .Q"
21'.[," 20'-d"
22'4"
2:3'.1 i" ,~3".Z' I
,::"ocve spans do r"'ot Incluce 'engttl of kr;€8 brace Add ronzontal !ef"lgttl of knee orace to above spans fQ( ~otaj beam soans
'1I\nd Zone Conversion: Table is constructed for 102 mph 'Hind zone, open structure {17 rbsisqft~, to convert tabular value to higher (more
severe) WInd zones, multiply by the factors in the followmg Conversion Table:
i ~~;a
~e
I I1~
L--'!.IJ
I - --'l~
r--'4G
Applied I <.;onve""on I.
Load Factor
17 I _ 1.00--1
~Il:n--l
ZJ I O.lif:i
~. I o.s1 ,
.2 ! o:~
a:l Z;;
o 0
~ 'JJ
0) r.:.
a:l cO
XcOi"o('lj'"
g2~~g
. cb 0) I \
qa:l.....('Ij;!
0.. i"o .. ..... a:l
I-.....~'(t
_cn""u..og
1<riO~a:l
W O..,.!..
~ '0"'-
..~it.....<;;!
.....::lr.:.~z
~~~os
~~~ti~
z oS
cri ~
::i I-
-l
~
(j')::)
a z
lJJ ~
I~
'I) Z
060
(J)U5(j')
o::lJJlJJ
lJJaa3
>(j')~
OlJJl-
UO::N
O::)Z
~t;o
!l. ::) i=
"O::~
(j') I- "..
I- (j') ",
O::~
0::)
!l.Z
0::_
~:iE
U::)
-l
~
.i-
Ll.! ~ N
Cl.5N
(/)<'>
~-~u:~
Q)\)~~
c:~o;!~
C:UJ5:;e~
Q)~<~,,"
N"\qa~;e
LU_:I:~~
. ~ 5 ~ g
ill 1!S 0 0 ~
Q) , (/) :I: ~
()ffi~fuu.
ClU~~
~~~
:; ~o
C'cr S ~
-l/G
5
OF
7
Table 2.2.1: AHowable Attributable Roof Area per Post for Carports,
Patio Covers. and other Open Buildings 0 ALUMINUM POSTS
AlumInum Post I.
102 '<lPH i "0 M~H ~ 1';0 M~H ; 1':5 M~H , '~ M~H
17 i/lSq. ..t I 20 i1lSq, Ft : 23 ilI~q. Ft I ,,5 i/lSq. Ft I 32 Sq. H i
Allowable Hoof Area In ~quare reel ror VanouS Loads on ~ost i
Z" :( Z x 0.044 Hollow t:.xtTuSlon or 1
'..:' ~w ~ I~ ';)::J)
:I' ")1 oU 40 J
I' ':iU ')~ ~ .>d
'''''/Ind Load =
ApPlied Load"
:vIaXlmum
Helg~t Load In Lbs
i -4 2:JJ4
:.' : 04d
.:j. ~ I~ I ~IJ'I
I...':'
jb
d
~uSlon or
11~
.. ./~
s
O~~OIW
elg
0'':
I ;:;-':1
hO'.1,
I '2 .3
i rlelght
, ,..:;;
oa In
2../.)0
~ .a I
2.ov2
: '",
';11
~~
~
'\...r
="
1... - '\ ~
'.:;..j
.1elght
2:::10
jU
0':
: ::,
41
J ..;~
:~~.
~r.~
I ".)
I 00
I 1 I 0 I
J- x J .'( 0.06U r-Iuted Hollow t:..xlTuslOn. AlumInum 1j(Jt)J T-6
I
',.1')
, I . ~ U
,
, =,ij(5
, ,~:;,
00
=~
"
111
'Xl
01
4f
Example:
F'nd Roof Area Needed; Area =A' POSI Spac,~g =S. SI.'\Jcture Pntljecl'on = W'
A = S x (W12 . O. H 1: ~ 'S' = T. W ' '2". and 0 H = 2" Ihen, Area' = 50S Sq. Ft
For 3; ~0".11" ;>cst and 120 mph. """nd 'oad or 23 #. (Sq. Fe ;;cst ~ho,ces are
112" x 3" x 0 044" :~ollo... Exlc"s'on
2) All poSI s,zes I,Sled beic... tre 2" x 3" < J IJ44.' Hol!o", Secl,cn
Not.:
'Mere :00 condlt'ons ~~ate a 0051 heIght of 11)' ,n a 120 MPHH,~d ZOM. a 3" < 3.' Roll Formed COULD
NOT BE 'Jsed becacse 'Hhen ,t ,s more IMn 10' tall,! cafI only scppcrt 39 SF of root. On Ine olher hand. a 3.' x
3~ FI1Jted Post 'Nlth a post r,elght ')f , Q". 7'" can support an area of ' 26 square feet of area. T~"us. deS!9n must
sat!sfy both heIght and area reqt,;lremef1ts
Table 2.4:
Footings. Maximum Roof Area for Carport Posts
Wind Zone"
Applied Load =
110 MPH
20 #/Sq. Fl
120MPH
23 #/Sq. Ft
1 2S MPH 140 MPH
26 #/Sq. Ft 32 #/Sq. Ft
102 MPH
17 #/Sq. Ft
Existing Slab on Grade
with unknown
reinforcement
20
17
15
13
Isolated Footing I
Dimenstons..
1'~" x 1'~" x 1'~'1
I 1'-4" x "-4" x "-4'
"-6" x 1'-6" x "-6'1
"-8" x 1'-8" x 2'~'
1'-8" x "-8" x 2'-6'1
I 2'~" x 2'~" x 2'~'
: 2'~" x 2'-<)" x 2'-6'
I 2'-6" x 2'-6" x 2'-6'
I 2"-6" x 2'-6" x 3'-1)'1
"~Oles;
j'solated Footing is a poured concrete re-ctangular solid ,~Le(1gth x '...V!dth x Oepih)
Slab on grade must be new or In good conaitJon.
103
144
172
143
275
200
24D
Pre-Cast Block Footing
Pre-cast foolmg block ( 16' x 16" x 4' ) al 24' below .rade w,th 80 # bag pre-mix concrele and backfilleoj 10
.rade
I Dimens;ons
I
I
I
(1l 80 # Sags
(2) 80 # Sags
(3) 80 # Bags
Uplift
Raling
1#)
1,734
1,819
1,904
60
Muimum Attributable Roof Area in Square Feet
37 75 67
91 79 70
95 33 73
54
57
102
107
112
Table 2.2.2: Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings 0 ALUMINUM POSTS
Aluminum Post
102 MPH I 110 MPH , 120 MPH 125 MPH 140 "'PH
17 #/Sq, Ft I 20 #/Sq. Ft i 23 #/Sq. Ft I 25 #/Sq. Ft I 32 #/Sq, Ft
Allowable Roof Area in Square Feet for Various Loads on Post
J" x 3" x 0.090" Hollow Extrus;on 'Aluminum Alloy 5063 T-6
JO~ <,~ 2<' I 1.~ I '02
:~~ : :~ ;"~~ II ~ ~;~ =~
~JJ 1 ~~ ~~., i . T
3" x 3" x 0.125" Hollow ExtruSIon. Aluminum Alloy 6063 T-6
4{)1 1:;.40 3(J1 406 ,,10
r ~~::;~~
:r:o&l
~~;;
Height
r---rJ .;;
i :::~:
1"0'.1
Height
!:) .:1~
Load in Lbs
0..12
5. '8;
4.032
J.024
Load in Lbs
3.31.:
.;.';1'
.::ia
:,~~
::~
~~~
.~~
< .
~.~
'I
I
118 I 1" 131 I 1 10 I
4" x 4" x 0.125" Hollow ExtruSIon. Aluminum Alloy 6063 T.I;
5413 400 'v:; o:;B
41 1 :;.4~ J04 LO~
J20
240
,5
I
i
I
I -'1-0
r- 23 '0"
,8 ,0
5.~e4
~4J2
4,Ui 4
: ':~
"'
~o~
I'
~~:
, ,
~.I~
Wind Load =
~pp'iedLodd ,.
Maximum
Loa d in Lbs
Steel Post I
102 MPH ' 110 MPH 120 MPH , 12~ MPH 14D MPH i
17 .:tISq. Ft. ~O't:lSq.;:t I 2J #,:S~_ ;::,. -- 26 ",Sq. Ft J2 ~$q'.~
Allowable Roof Area in Square Feet for Various Loads on Post
3" x 3" x 14 Gauge Post. 46 k.s.i. Steel
I ~~ :~~
'~~3":}
:~:
~~~
3~~
",J I
Height
I''T-T~
I 21..
I 23..
I""
i Height
I 13"0"
r=21.1
12J'"
1 .5'",
Height
~::~:
~,63B JJ2 i 4'2 .;4:;
4.3/1 I .:;1 i .,~ '-N
Load."'.~ 3".< 3" x 11 Gauge Post. 46 k.s.I. Steel
1:;37~9J4 I ,~4 I 000
1'.130 000 I odl ,1Q
0..10 ,,28 I 449 3~()
5. 6 1:;.4:; .Ji.JI)
Load in Los I 4" x 4" X 14 Gauge Post. 46 1<.s.1. Steel
i ~~ :~ :~
~ll
bo
:, 5
I J I
010
4~'
:;.4:;
~b~
'96
-",I
dO
.:: ~ 0
~~~
1:,::
4<:11
000
4/ :J
.::'~
I
I J2'-0
i34-'3
223
1/ ~
/.1:;0
, , :iJ(J
421
324
.,)~~
il,
,,;1'
';J~
Table 2.5: Allowable Spans I Heights for Aluminum Pans
Utility Shed Roof or Walls
1.1/4" x 12" x 0.026" Panel
Wind Overhang Condition
Region NONE i 1'.0" 't.o"
102 M.P.H. T-4" T.T' 8'-4"
110 M.P.H. 0-,' Nt T.W'
120 M.P.H. 6'-4" 6'-7' T./3)'
1.1/4" x 12" x 0.032" Panel
Wind Overhang Condition
NONE i 1'.0" 't .0"
8'.1" 8'-4" ,-1"
T~" T-9" 8'./3)'
0-11" T-3" 8'.,!,
1.1/2" x 12" x 0.026" Panel
WIND Overhang Condition
REGION NONE 1'.0" t .0"
102 M. P. H. 8'-5"8' -3" 9'-4"
110 M.P.H. T.g' 8'.1]' 8'.,'
i,,,gorv.tPH. T.3" T~" 8'-3"
!.)"J{ 1z,;i ~.()26"p~lJeV
Wind OveW~i;~..Condition
Region NONE I 2'.IJ"
102 M.P.H. 13'-11" 14'.1" 14'~"
I'J10~~~.~~ '3.5'
I 120 M.P.H. I 11'.11" I 12'-1" 12'.r
Room Roof P ar~ span ='W' 3S sl1C'M1 on df3'M ngs
Note: To double span instail 2" x Z' x 0036" Exm.JslQ(1 at Midspan
g'~"
8'.10"
8'-3"
10'.1"
3'-5"
8',,11"
3" x 12" x 0,032" Panel
Wind
Region
102,\tP.H.
110 M.PH.
120 M.P.H.
Overhang Condition
NONE : l' .IJ" 't .IJ"
1S'-S" lS'~" lS'.ll"
'4'.2" '4'-4" 14'-,'
13'-3" 13'-5.' 13'.10"
Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T.G
3eam
Site
x J" x 0.050" Hallow Tilt
r x 4" x 0.050" Hollo...
r x 4" x 0.OJ8" x 0.100" Self Mating 3eam
r x." x 0.050" x 0.120" Self Mating 3eam
r l T' x 0,055'. l Q. ~20" Self ~ating Seam
r x 8" x o.on" x 0.224" Self Mating Beam
'Z' x i" l 0,072" ;( 0.224" Self Matjng Seam
r l ~"x o.oer x 03~" Self Mating 3eam
Minimum
;# Tnru-aolts,~ L=O+'/l"
f(..... JJr"
2
2
2
2
3
J
4
I
I POs( Size
J"x J"x 0,060" Scalloped
I '"l ."x 0.060" Soalloped
."x ."l 0,060" Soalloped
J"x 3"x 0,060" Scalloped
I J" x .- l 0,093"
i)" l J'" l 0.093"
I J" x J- l 0.125"'
J"" l J" l 0.125-
Table 2.0.1 Allowable Stud Heights
Utility Sheds Framed With Hollow Aluminum Extrusions
6063 T ~ Aluminum AHoy (Fb = 15,000 psi)
Load Condition
USf)) f)'.
I,.J il-\o.~'S
I ~ lJe(\~ '
102 "'.P.H
1 9 # / Sq. Fl
130."'.PH
140 M.PH
36 # / Sq. Ft
i
r
!
16'"
,"I....,..
V ~'.
3..'0" 5'S
2" x 2" x ~.036" Hollow Extrusion
i-rr-- is'.'' n'
I N" I 7..1' 3..0.'
2" x 2" x 0,044" Hollow Extrusion
~ (]. 1 ,. 3' .a.. 3'. 1 ~ .
3'.3' I 7".g.. T-4.'
2".2" x 0.055" Hollow ExtruSIon
6'.7"
;'.J"
S'.3.'
5'.()'
24"
Load Width
16'
S'.l'.
,1'.1"
3'-0"
24"
toad Width
16"
12'.1.'
3"'0"
'0'.' ,..
3'.10"
T.ll..
3'.9"
7".2"
1 0'-4"
3'.1'"
3.S
24'.
Table 9.3: Allowable Loads On Screws And Boits
(As Recommended By Manufacturers~
Self.Tapping and Machine Screws Allowable Loads TenSIle
Strength 55,000 psi; Shear 24,000 psi
Screw Diameter
113
#10
#12
#14
1/4"
5116"
318"
Single Shea< '
(los.)
334
Double Shear"
(los.)
668
336
1 152
1,468
1522
2.500
3. 710
Wi Ihdrawal (los.)
157
209
288
367
360
-526
92S
'13
576
734
761
1253
1588
Wood Lag Sere... Loads
Us;ng Southern Pine S.G., 0.55 or Equivalent 1.1/2" Thickness
Single Shear Double Shear
los. Ibs.
170 235
21 a 355
240 400
Screw Diameter
114"
5116"
318"
Withdrawal IIbs.)
3%
524
i12
Concrele Screws And Solts In Concrele, Brick or C.M.U.
(Embedment Must Se a Minimum of 1.1/2" ThicknessWi1l11.114" From Edge)
2,000# Concrele 3,000# Concrele
Screw Diameter
'/4"
5116"
318"
Shear
352
898
1503
Shear
3'9
3'8
1.443
Tension (Ibs.)
325
1.184
1.776
1,057
1 443
Aluminum Rivets with Aluminum Mandrel
Scre'oN' Di ameter
li8"
5132"
31160
:enslon (Ibs.)
'29
'37
262
Shear
1/5
253
375
Aluminum R.ivets-Nith Aluminum Mandrel
Screw Diameter
1/8"
5132"
3116"
Tension (lbs.1
2,0
34D
Shear
325
430
445
72'J
SI/"'Ig:e Sr:ear Screws Fy = 36. .10 i<. 51 Yield S:~ength
.. Doutlie Shear Sc(e....s Fy = 50 . S4 I<. 5 I. '(eid Strength
.... All barrel iengtt'5: Ce1us l-nowstnal Q\Jall~ Use rranl...facure(s gr'p ~a(1ge 1_0 l"'"Iatc." to:al wall
tt,tcxf'1ess of canf1ect1ol1 Use ct"iat1 To Seiect sc:e',oV J S "':ve~ subsMwton of <)ncJ"1Of
speclf'Catlons in draw'r.<;s
(l:) ....
o '"
o 0
Ii) (Q
0) r:-
CO (l:)
XCOI'oC'41i)
g~g~g
o~ed.,..t
O':ro--....,lO
..,X",
fo-"'<66
(/) u.OO
1~~0(l:),?
0.....
~....dO....
~;'r<~
>- 1O~~
< ro--Oi=
==lli-:.r~<Z
i:5...J0
:f e
'" Cd
=i f-
....J
~
(/):)
o z
w ~
I ~
:J)
od[3
(/)(j)
a:: w
wo
>(/)
Ow
()a::
o :)
- f-
~()
Il. :)
. a::
(/)f-
f-(/)
a:: ~
0:)
Il. Z
a:: _
~~
():)
....J
~
(/)
W
....J
en
~
0}
Z
o
i=
()
w
(/)
o
z
~
N
Z
o
i=
()
w
(/)
.f-
W~
. f-' N
t"\ ..... ~
I.J.. ~ N
<I)'"'
::f~i..,.
Q,) U ':::
Cf-~"'t:?:
C~~~~
Q,)~<(~,,"
COoa~~
....:t'~_
. ~ 5 ~ g
WaOO~
Q,)~~~~
,,_<owu.
"""!.U("")-/
C '"' ... w
Q,)~~r-
.... :l!l)
~~..q
\il s: !l.
-,J (}-.
6
OF
7
PAN ROOF ANCHORING DETAILS
/
~/
~ VTt./~
c( I \. i 'I
~ 1 \/1.
::ll ~ .0 -"r
'" .~.'. ",'f-
" I ! -FT ~ ff;~
Nil ~ 0,;:0 J
----L-J;. ~
~~~
~
EXISTING TRUSS OR RAFTER
SEAlANT
HEADER (SEE NOTE BELOW)
#8 x 9116" S.M.S. (3) PER PAN
AND (1l AT RISER
1f10 x 1.112. S.M.S. (1) PER RAFTER
OR TRUSS TAIL
ROOF PANEL
1f10 x 314' S.M.S. AT 12. ON CE.NTER
#8 x 9116. S.M.S. (3) PER PAN
AND (1lAT RISER
AL TERNA TE CONNECTION:
#8 x 1.1/4' SCREWS (3) PER PAN INTO
FASCIA THROUGH PAN BOXED E.~D
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
HEADER (SEE NOTE BELOW)
#8 x 9116. S.M.S. (3) PER PAN
AND (1 ) PER RISER
FOR MASONRY USE 114' X 1.1 '4' TAP-CON
ANCHOR OR EQUAl. AT 24' 0,", CENTER
FO~ W()CD v.::;c: ~1n y 1.1r2' S.M.S.
OR WOOD SCR~"WS A7 12' ON CENTER.
/
0;1 //'~
/ / 'I
~ / 'jj~ l
'i / ~,ff;l"'"
/,0 a .,;---
~~
ROOF PANEL
#8 x 9116. S.M.S. (3) PER PAN
AND (1) PER RISER
EXISTING HOST STRUCTURE;
WOOD FRAME. MASONRY OR OTHER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES;
ROOF PANELS SHAlL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 112'
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112. WASHERS.
All SCREW HEADS SHAll BE CAULKED OR SHAll HAVE NEOPRENE GASKET
BE1WEE.... THE WASHER AND THE PAN.
PAN RIBS SHAlL RECEIVE (1) EACH #8 x 112" SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x,' OF THE ABOVE SCREW
TYPES AND Tl-iE ABOVE SPECIFIED RIB SCREW.
" FASCIA (MINiMUM)
BREAK FORMED MET AI.
SAME THICKNESS AS PAN
(MINIMUM) ANCHOR TO
FASCIA AND RIB OF PAN
AS SHOWN
#8 x 314' SCREWS @ 6' O.C.
r- #8 x '12" SCREWS @6' O.C.
~I -;;;,if----=-=---~- j
0~\\\",\\\" ~> - - -1
~ HEADER (SEE NOTE BELOW)
, \ #8 x 9116. S.M.S. @ 6' D.C.
\ \ ROOF PANEL
\ \ FOR MASONRY USE 1/4' x 1.1/4' TAPCON
\ ANCHOR OR EQUAI.@24'0.C.
FOR WOOD USE 1f10 x 1.112. S.M.S. OR
\ WOOD SCREWS @ '2; O.C.
\ EXISTING HOST STRUCTURE;
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
ALTERNATE ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 112'
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS.
ALL SCREW HEADS SHAll BE CAULKED OR SHALL HAVE NEOPRENE GASKET
BE1WEE.N THE WASHER AND THE PAN.
PAN RIBS SHAlL RECEIVE (1) EACH #8 x 112. SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN W1Tl-i (3) EACH #8 x l' OF THE ABOVE SCREW
TYPES AND THE ABOVE SPECIFIED RIB SCREW.
COMPOSITE ROOF ANCHORING DETAILS
/
/
,/
I
l" ~ ~ l
N! \ ~ ~~
-----L-J., ~
~
EXISTiNG TRUSS OR RAFTER
#8 x 9116. SMS SPACED AT
8' O.C. BOTH SIDES
ROOF PANEL
1f10 x 1.112' S.M.S. OR WOOD
WOOD SCREW (1) PER RAFTER
OR TRUSS TAIL
1f10 X 314' S.M.S. OR WOOD
SCREW SPACED AT 12' D.C.
#8 x 9116" SMS SPACED AT
8' OC. BOTH SIDES
EXISTiNG FASCIA
ROOF PANEL TO FASCIA DETAIL
//
~~
/ I"d"" ijj '1; ~
/ i ~ fu~
"- a '
//1 - ~
/,.1~
EXISTING HOST STRUCTURE
WOOD FRAME. MASONRY OR OTHER
CONSTRUCTION
#8 x 9116. S.MS. SPACED AT 8'
ON CENTER BOTH SIDES
FOR ~,I;'3-?NKY liSE ','4' x 1.1/4' TAPCOI
A,....GMOR OR EQUAL AT 24' ON CENTEr<
FOR WOOD USE If'O x '.'12' S.MS. OR
WOOD SCREWS AT 12' ON CENTER
ROOF PANEL
II<! x 91' 6' S.M.S. SPACED AT 8'
ON CENTER BOTH SIDES
NOTES:
ROOF PANEL TO WALL DETAIL
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
FRAMING WHERE PQSSIBlE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.
ALL SCREWS INTO THE HOST STRUCTURE SHAlL HAVE MiNIMUM 1-1/4' WASHERS
OR SHAlL BE WASHER HEADED SCREWS.
HEADER iNSIDE DiMENSION SHALL BE EQUAL TO PN'iEL OR PANS 't". THE WALL
THICKNESS SHAlL BE THE THICKNESS OF THE ALUMiNL;M PAN OR COMPOSITE
PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST
STRUCTURE WlTl-i ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO.
THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM'2(l M.P.H. FOR
sac SECTION 1606 FOR A MAXiMUM PQSSIBlE SPAN OF THE ROOF PANEL FROM
THE HOST STRUCTURE.
,1-6.
W
::r:
::l
G
::l
::r:
f-o
(I)
f-o
(I)
o
:r
10'
#8 x 112' ALL P\.;RPQSE SCREW
@ 12' O.C.
. .,
BREAKFORM FLASHING
\
\
\
1
---..."., -
,
~
~
I
!
FASTENING SCREW SHOULD BE A MIN. ----1
OF l' BACK FROM THE EDGE OF FLASHING
3' COMPOSITE ROOF PANEL
SEE SPAN TABLE
/
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
1. FlASHING TO BE INSTALLED A MIN. 6" UNDER THE FIRST ROW OF SHINGlES
2. STANDARD COil FOR FLASHiNG is 16' .019 MIL COil
3. FIRST ROW OF NAILS WILL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY
4. FlASHING WILL BE INSTALLED UNDER THE FELT PAPERIVl1EN PQSSIBlE
5. HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FlASHING IS TO BE INSTAllED
6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER is MORE
THAN l' THEN Tl-iE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP
7. WEN USING FtASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED
'2' .03 MIL ROLLFORloA OR 8. BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
THE FtAP LIP OF Tl-iE HEADER BACK FROM rrlE EDGE OF THE FlASHING
6. WHEN SEPARATION BE1WEE.'4 DRIP EDGE AND PANEL FLASHING IS REQUIRED
112. SEPARATION MINIMUM
9. STRIP SEALANT BE1WEEN FASCIA AND HEADER PRIOR TO iNSTALLATION
PAN ROOF ANCHORING DETAILS
RIDGE CAP SEALANT
HEADERS AND~ANELS ON ;---- PAN HEADER
BOTH SIDES OF BEAM ;--- (
FOR GABLED APPliCATION /~ \BREAK~ORMED OR EXT.)
. --"' ..l. / #8 x 9-16" S.MS. (3) PER PAN
. , _ - .. ,,- _~ AND (1)AT PAN RISER
I
I
~
I
I
t/
:-f--
#8 X 9116' S.M.S. (3) PER PAN~
AND (1) AT PAN RISER ----.J
#8 x 9116' S.M.S. (3) PER PAN
ALONG PAN BOTTOM
~
\_ PAN OR COMPo ROOF PANEL
ALTERNATE CONNECTION:
#8 x 1-1/4' SCREWS (3) PER PAN
INTO BEAM THROUGH BOXED
END OF PAN AND HEADER
ROOF PANEL TO BEAM DETAIL
+
FOR PAN ROOFS:
(3) EACH #8 x '12. LONG S.M".
FER ,2' PAN<::L
SUPPORTiNG BEAM
(PER TABLES)
~
I
'"
NOTE:
WHEN FASTENING PANELS OR PANS TO
WOOD PLA.TES SCREWS SHAlL HAVE A
MINiMUM EMBEDMENT OF "
FOR COMPOSITE Roo,:S:
#10 x It + 112") S.M.S. WI"~~ 1.1/4'
ClIAMEl ER FCl'.DER WASHERS
@ 12" O.C. (LENGTl-i" PANEL
THICKNESS + ") @ ROOF BEARiNG
ELEMENT (SHOWN) AND 24' O.C. @
,"'ON~EARING ELEMENT (SIDE WAllS)
ROOF PANEL (PER TABLES)
SECTION 7
ROOF PANEL TO BEAM FASTENING DETAIL
ROOF PAN
1f10 x 1-112" WASHER HEAD S.M.S.
THROUGH BOX HEADER ,2' O.C.
iNTO HOST STRUCTURE
NOTES:
1. WEN HOST STRUCTURE IS MASONRY
USE 1/4' x 1-1/4' DRIVE PINS OR
114' x 2.1/4' THUNDERBOLTS
2. FASTEN THE EXIST1NG SUB-FASCIA
TO RAFTER TAILS FIRST WITH
1f10 x 3' S.M.S.
(1) #8 x 112. WITH HEAD S.M.S.
TOP OF EACH RISER
/~
r
BOX HEADER
BEAD OF CAULKING ALONG TOP OF
BOX HEADER
(3) PER ROOF PAN #8 x 3/8'
wi HEAD S.M.S. O.C. iNTO BEAM
(3) PER ROOF PAN 1f10 x,' WlTl-i
S.M.S. THROUGH ROOF PAN AND BOX
HEADER O.C. iNTO HOST STRUCTURE
PAN ROOF AND BOX HEADER
FlASHING 0.024 OR 26 GA GALV.
r----
2"x 2"x 0.06. x BEAM DEPTH
+ 4' ATTACH ANGLE 'A' TO
FASCIA WITH NIB' LAG
SCREWS AT EACH ANGLE
MIN. 2' x 3' x 0.050" S.M.B.
(4) 1f10 S.M.S, AT EACH ANGLE
EACH SIDE
I
~
A = WIDTH REQUIRED FOR GUTTER
B = OVERHANG DiMENSION
BEA',l TO WALL CONNECTION: ~ A -,J'
(2) 2. x 2" x 0.060" EXTERJ'.AL Y MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINiMUM
(2) 318. x 2'LAG SCREWS PER SIDE OR (2) 114' x 2.114' CONCRETE ANCHORS TO CONCRETE OR
MASONRY WAll ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTl-i LAAGER THAN 3'
(ALTERNATE)(1) 1.314' x 1-314" X 1-314" x 1iB'INTERNAL U-CLlP ATTACHED TO WOOD WALL WlTH
MIN. (3) 318' x 2'LAG SCREWS PER SIDE OR (3) 1/4' x 2.1/4' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH iNCH OR CONTILEVERED BEAM
DEPTH LAAGER THAN 3'
I
,
RECEN/NG CHANNEL OVER BEAM t
ANGLE PROVIDE 0.060. SPACER I
AT RECEJVING CHANNEL ANCHOR
PQINTS. (2) 1f10 x 2-112. S.M.S.
AT RAFTEI~ TAILS OR 2. ON CENTER
MAX. WITl-i 2' x 6. SUB FASCIA
NOTCH ANGLE OPTIONAL
MUST REMAiN FOR ANGLE
STRENGTH
2' x 6" SELF MATING BEA',l WITH
(4) 1f10 SHEET METAL SCREWS AT
EACH ANGLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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MATERIAL 0.019", 0.022", 0.028", 0.030", OR 0.036"
3105 H-28 ALUMINUM ALLOY
12.00" X 2.50" SUPER PAN @ ROOF PANELS
(PATENT # 4,918,898)
Table 7.5.1: Allowable Spans for SUPER PAN @ Panels for Various Loads
Royal Aluminum, Inc.
Manufacturers Proprietary Prvducts: Aluminum Alloy 3105 H.28
-Z-1~" ~"ers-----:---
Open Buildings
'Mnd I Applied I Overhang Con.dition
Region Load I ~ I ,'.0" 2'.0" )'.0"
'02M.P.H. 1 17 i 1)'.)' ').S 13".'0- :'..7"
"0 M.P.H. 20 i 12'.)' '2..5' 1,.1" 1)..a'
'20.....?H. 2J i 11".5' "..7" '2..1' 'Z"I"
125 M.P.H. 2S I .[t.r '0..'" 11"-5' 1 1,..-
"0 M.P.H. 32 I g'.a' I g..'" I [t.6" I "..5'
12"12" X 12" X 0.022" Panels
openSuildlngs
A~p(ied o.e(hanq ConQition
Load I~~I: ".0- 2'.0" I )"-<l"
'7 "..)' :,..5' ,...10" I '5'.6'
20 1)'.2' I 13.... '3'.9' "..6'
2J '2'.)' I 1,.5' 12'.11' I 13'.a"
2S 11..6" ".g' "'.3' I 1)'.0"
32 I [t.S' I '0'.7" "..2' I 1,.0"
"'nd
.~gion
,02 M.P.H. I
110 ....P.H. I
120.... .P.H. I
125 .....P.H. I
140 ....P.H. I
Wind
~gion
102.....PH
110 .....P.H.
120 M.P.H.
'25 M.P.H.
,.O.....PH.
'-tI\nc
~gion
'02.M.P.H.
110 ....P.H.
'20 M.P.H.
'25.....P.H.
140 M,P.H.
2.112" X ,. X U.U,~' anels
upen dUllalngs
't-.1nd Apphe d CN-erhar.9 Con<:htion I 'Mnd
P. gion Load 'XJfI: J 1'-0" ,.0" 3".0" I ~gion
, 02 .M .P.H. , 17 'S.." I '0.2- lo'., ,r.2' I '02.....P.H.
110 .....P.H. 20 "'.10- I ',4'.' ,.. 15'-4" 'S'.". I 110 M.P.H.
120 .....P.H. 2J 13'.10" I 13',1'. ,...5' '5'." I '20.....P.H.
I 125 .....P.H. 26 '2'.11' i 13".2' ~ 3", 7'" 14'.4. I 125 ....P.H.
140 .....P.H. 32 "..a" I "..,,' 12'.4" ')".2- i 140 ....?H.
.. I. X ,.n X U.UJU. r-anelS
Open BUIldings
Wind Appfie d Ove rhang Condition \"lind
Pagion Load ,'.ot\E ,'.0" 2'.0" 3"-<)" Pegion
102 ....P.H. '7 '6'.7'" 15..9' ,r.,' ,r.a" '02,M.P.H.
'10 M.P.H. 20 15'.4" ~ 5' .S~ '/5'.10- 10';' 110 M.P.H.
'20.....PH 23 ,...)" ,.'.5' 1.'.10. 15..5- 120 .... .P.H.
'25M.PH. 25 13'.5' 1)'.7" ,.'.0' ,...g' 125 ....P.H.
140 M.PH 32 '2'.1' '2'.," I 12'.9' 13".6' , \'0 M.P.H.
,.,,~. X ,~n X 0.UJ6.. Panels
Ope n dUlla, ngs
"Mnd ! AppJied Overhang Condition '/lind
R2gion Load '.ot\E I ,'.0" 2'.0" )'.0" Re gion
'02.\l.P.H. '7 I 13'.2' I 13'.). 13'.7' 13'-'" 102 M.P.H.
110 M.P.H. 20 i Is'.g' I 15'. !O' Ir.)' lr.g" 110 M.P.H.
'20 M.P.H. I 2J I 15'.7' ! IH- lS'.1" 15..9' 120 .\l.P.H.
'25.....PH 26 ....a. "..,,)" I 'S'.J" '5..10- '25.M.P.H. I
140 M.?H. I 32 I 13.,)" I 1r.5. I 1)'.10- '4"'0" 140 .'<l.P.H. I
Enclosea ou'ldlngs
Applied Overnan<; Conditio"
Lo.ad \Ot.J: 1'.0" r-o" I J'.4"
29 '0".2" I l[t... I '0".11. 1".'0-
3S ,'.3' ,..6' I 10..1' i 11'.0'
., 3'.7" 3..9' I g..S" ! 1[t.S'
'5 3'.2' 3'.5' I ;;.,' I '17.2'
56 r..' r.7" i 3.... \ ;;.6'
Enclosed oUlldlngs
~pplied CN~rhan<; CO(ldition
Load '~~I: 1'.0" I 2'.0' I )'.0"
29 10'.'" ",.,. I "..a' I '2'.6"
)5 9".'" '0'.2" I '0'.,- 1 "..7"
., ,'.2" g'.S', '0'.0" I ,[t.'"
'S 3..9' 3'.". I g'.a" I '0'.3"
56 r.,o' 3'.,' I 3..'0" I ,..".
~c osea dUllalngs
App{i~d Ov~fhan9 Corodition
Loaa ,'~t'E. ,'.0" 2'.0" I )'.0"
29 ,2'.4' 12'.6" '2'.'" I 1)'.3"
lS "..2' I ,\'... ,\,.". I '2'.5-
'1 10"." I 10".5' "'.1' i ' \'.11'
'S ;;.'0" I '0".1' I 1 [t.a' I "'.7'
SS3'.10' 1"." I g'..- " 10..a'
Enclosed BUildings
Applied Overn.ang Condition
Load '~~I: I ".0' 2'.0" I )".0"
29 12'.9" 1'2'.1" 13.... I ,...,.
35 "..7", 1\'.9' ',.J' I 13".10"
41 10'.3" I 10'.' ~'" i 11'.5'" ( '2'-3'"
4$ , 0'. J'" Hr.S~ 10'.1'" i "'.10"
SS 9".2' I ".4' g'. 11' I ,[t.,,'
cnclosea dUllalngs
Applied Overhang Condition
Load'~t'E. ".0" 2'.1)" I 1".1)'
29 1)'.11' ,..." 14'.S' I '5..2' ,
35 '2'.3' '2'.'0-: 13'.)' I "..0'
., 11.3" "..'0' I 12.... I I,'.Z-
.5 I 11.2' 11..', I '..\0" I I,.a"
56 I ,[t.0- 1[t.2' I I [t.g- I ' 1.3-
.../ 12.00' ~ ~I f
..(--/ 1.00'
, , \ ~
~ -
N
/ ,2' ,
, ,
,f--- 3.00' -,t'
,I-- 3.00' -,t'
MATERIAL: 0.028 OR 0.034" 3105 H"28 ALUMINUM ALLOY
12.00" X 2.50" 'WI PANEL
Table 7.5.2: Allowable Spans for Royal Aluminum'W Panels for Various Loads
Manufacturers Proprietary Prooucts: Aluminum Alloy 3105 H-28
1 12" X 2.112", 0.~2a". W' Panels
1---;- - --open8li1~--
~na Applied O\.'erhlif'lg Cona/ticn
~gjon Load ~~ ".0" Z'-.(J" I J'.O"
102 ....?H. 17 '5..0' '5'.5' 15'.110" I IS'.S"
"0 ~.P..H. 20 14'.," 14'.:r ~,4;'.3- I 1,'.4"
120 M.P.H. 2J 13..2' lJ'.4' ,)..g" i ".-5"
125 ....P..H. 26 '2'..' ',.6" 13'.0' I 13'.9"
\40 .....?H. 32 "..2" "..0' \\'.\0- I '2".6"
I 12" X 2.112" X 0.034", W' Panels
I Open BUildings I
App'ied Overlung Condition )
Load 'JOl'I: 1'.0" ,-<l" I )'.0" I
17 '5..1Q' 'S'.'" lr.O' I,r.,,' \
20 I '5'-5' IS'.a' ,S'.,' I 'o.a'
2J ".-5" 14..a' 15'.10" I 's'.a'
26 I ,3..a" 13'.9' ""'2" I 14'.".
32 12'.J" ',.5- '2"'" I 1)'.a"
.Vied
~gion
I 102,M.P.H.
I ',0M.PH
I 120 ....P.H.
i 12S .....P.H.
I 140 M.?H.
----,
'Mnd
Region
'02 ....PH
no M.P.H.
120 ....P.H.
125 .....P.H. I
14aM.?H. I
Enel O.;eif1fUl;rlln~s
Applied OverMang Condition
Load ~t'E. '..0" 2'-<l' J'-<)"
29 11'.9" I 1 r."~ i 'Z'.5- 13'-2"
:i5 10'.13- ) '0'.10" t ".5'" 'z'.:r
., ;;.10" I '0'." I [t.a' n'.6'
'5 9".5' I g'.7" , 10..J' I ".2'
56 e'.;" I 3'.a" 1 ..... I '0'.0'
"OCIOseO dUlla'ogs
Mnd ! Applied Overrang Condition
~gion I Load ,~rc I ".0' 2'.1)' I J' .0"
'02.....!'.H. /9 '2'.1\- I 13'.,' I 13".6' I ','..J"
110 M.P.!, j5 "..g- I II'.'" '2'.5" '3..2'
'20 M.P.H. ., 10'.'0' I 11'.0" ,'.7' I 12'.5'
~2S\i,P.H. 45 10".... l '0'.7'" 1~'.1" i 1".",4
140 ....!'H I 56 9".3" II'.';" ,[t.,' I ' ".1'
Note: rotalloof pane4 WIdth = coom I'oidth pIUS 'NaIl WIdth pluS o'.emang.
12" X VARIOUS HEIGHT RISER ROOF PANEL
Table 7.5.3: Allowable Spans for Royal Aluminum PANS for Various Loads
Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28
1'.114" X 12" X 0.019" Riser Panels \
I ()pen 81.Jlldln~~~ .._~ -. t:I1CJOsea-aurrarngs--'~
....InO Applie-crr--OVerliangCOi1<!ffion _-.-J ....,na Applied I over~aog. Coodltlan ~
Region I Load INoNrr-r:oi~IJ'""-O" 1 Region Load [l'IOOE: 1.0" , 2'.0" i J~
l102 M.I'.H., 1r-;-7-5""T'~y I ../ 102....P.H. I ,3 , 5'-lj.. , .;--1 I b. I d..J
~: ~'I 20 :16~:~~' 'I ~::~: i 7~1~"1' ~:~: i :~~ ~:~:~: I ~~ i 4~1 ~:~ ! ::~ I I .~' I
0~ ~': ~: i H ! ~;+~:~: I ;:; ! ~:~: I ~~ ~::~: I ~: ! :::~U:-!_~~I~' : ~::~: : ~::;: I
Note: TOlal roof pane4 wld\h = rwm .....d\h plus wall WIdth plus o.emang.
Table 7.5.4: Allowable Spans for Royal Aluminum PANS for Various Loads
Manufacturers Proprietary Products: Aluminum Alloy 3105 H.28
13" X 12' X 0.019" Riser Panels
openBuda,ngs Enclosed BUildings
l 'N.oa "'pp lea L.. uver .ng c.ondition --1 ,Vlna , "'pp lea L Ovemang C;ona,tion
Region Load !~01'l~~---r-~- I Region Load 1mJ1ilt:! I.';;.. .".;; J'-()'.
~JS"1r.~~0"1 '2'." '1 ,y.,. I 10..[ 102 "'.P.H. .. ~..lU.' I IU"-i). IU"' 11-0
~".M. .U 1",'0..1""..1 'Z<:i.'I'S-J.' 110 "'.i'.H. 3) d"".'j .'.-l.' ,..IU" "U.-'
1f2~ .M. .~ 1 -i) I '.J 11'... I 'Z'-I. 120 M.P.H. 41 o'.J. I ,.., I "..l"" 'U..J
1f2nl:r-.H. ,& I "~'-4:' I ':'.7_" I ;':": 11'.:1~..1'2n;r.~~ ..,. I d"'. : d.1U ,'.11
~P.H. I J2 i g-4 I g-7 I ,0.2 I " .1 140 'd.nr.r-5& 1-' I 1"-4" I d..,. '..J:
fl' X 12" x 0.025' Riser Panels I
r- openSudatngs I Enclosed BUildings
l ....'oa I Applleo j "uve",ang ,",onaltion /V,na! "'pp ,ea L Ovemang Cond,tlon
Region I. L Looad l'lONE"T1'"'.:o~1 ~~ Region I Load ffiONc '.-0" I .-on J.';;.
~~7 1'0'-" 1'6.2", :5'./' '1.. lu.",.P.H. 29 l'l-4 1[" ,..1,. lJ.-O..
~.P.H" 20 ,4'\U..,'4..1I".-4. 1,. '10M.P.H. J) ,,-[ ".., I ,~.,
~r-.M. "J lJ"U i IJ.l1'" .4.5. '5..'. 120 "'.P.H, 41 'U-4 IU'I, ,,'., "."
.P.H. ,& I ,,,.,, I 'J-l. I U.. '44."~ "'.r-.H. 4~ ,.. IU"' i 11)"-0
~1<f.l".H. JO \1-." 1""" I '2',5- \3'-Z.. 14() M.P.H. 56 ,..10" 3'.1" I ~..~. 'U"-o..
J- X 1,. x '.UJOn Kiser ..ane s
Open dUlla'ngs cnclosea du"a,ngs
....,no I "'pp lea L. Ovemang Condition Wind Applied L ovemang C;onO'tion
Region Load 1 N01'J!rrT~----rY.:o~ Y.:o~ Region Load mUNt: 1.';;. I .'';; J';;
'Ul ",.".M., If i'7 "0.'1' 1'''.1 '6'.J. 'd..~.. 102."'.P.H. 23 I lJ"1 1J"". 1 14.l :0.
110 M.P.H. ;:11 'b"'" I '0-0 i lb. 1 '1-0 1U "'.r-.H. J~ I 1,/..,. Il..1 I 'J-cJ IJ...
"U"'.r-.M. "J 15-4, 's..~(T II)"" 120 "'.P.H. 41 1".". ".-0 I 'l..l I'l"'
~P.H. ,& ".," I '4., I '4. I "., "3CT.r-.M. .~ 11U. 1 11. I 1-0 ,,(.,
\40 "'.l".M. J. ".\', I \]".\ IY.~.J"" 1411 "',P.H. )0 I ~..lU"" 1IJ"-i).: 'iJ-, I .,
Note: Total rool calie. "./oj',dth = room 'N.dth p~us waU 'j\f\<jtt'\ OIU$ o..emang.
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