HomeMy WebLinkAbout99-8884
Zoning:
BUILDING PE,RMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
10--0 -
~DING~
b2f-
~~
Date
G
Sewer Con
ater Conn:
Property Owner:
Job Address:
Parcel I. D. #
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
3- (6 -0
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
If1
~,Fee
ure
Company
~U 0~?-OOZb
DATE
-9
~p~
C(~' ~~~
Inspector
Valuation o~ ';II /3- / a 0' ~,
Contract Price J
SLB
Tub Set
Water
Sewer
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL J2~Z2-qQ8ILt...
Breakers
Ducts Insl.
Compressor
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter ~- 9- 6t;) ./JR
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 ($ 25.001 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.
5CfofJ ./37;-1,57.
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APPLICATION FOR PEmfI
CITY OF ZEPHYRHILL
BUILDING DEPAR
S'G 7 -ocl/~
"!;(J/:;tj
,
OWNER'S NAME...1a/l,v Ir-~ Oi-/flfltrJ - ;r!fl-<')),'f1-l{rn;4 I,. ;U,'tlJq UU-Sr: PHOJ'B... ? f ). -!? 3 7 g
JOB ADDRESS <69ot - /0 / a;:rA lj-:
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID # II - d ~ -.2/ - f) 0/0 - 089 tJ(J -() /!()O (OBTAIN
WORK PROPSED: DNEW CONSTRUCTION D ADDITION ~TERATION
FROM PROPERTY TAX NOTICEl
D RE:PAIR
D INSTALL
D SIGN 0 MOVE D DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING ~TI-FAMILY D#"'20F UNITS
D MOBI LE HOME
D COMMERCIAL D INDUSTRIAL D SWIMMING POOL D OTHER
'" ~~~"\'
o RESTAURANT & HEALTH DEPARTMENT APPROVAL t.~" 1) \::)
DESCRIPTION OF WORK
~w s-yj(vcTH,L
o~
BUILDING SIZE
z~ Go
C'D~--J' SQUARE FOOTAGE /3'92, 0
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
D BUILDING
$
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
D FLORIDA POWER
D W.R.E.C.
D PLUMBING
D MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
[] GAS
D ROOFING
[] SPECIALTY
[] OTHER
TYPE OF CONSTRUCTION: [] BLOCK
D FRAME
D STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
D NO
SIGNATURE
cdL f/edI
;:J I --
COMPANY . ::J oS C"'} tV S ./
STATE CERT OR REGIST # ~A. c 0 .3:3 '9 Z. J
CITY PROCESSING # ~ ,1'11
BUILDER
********************************************************~*********
ELECTRICI
COMPANY 't:~s-c r?/fi-S: s Fe r +<fC ;c.'
STATE C~RT OR REGIST # Olo ( I s:- J 7
CITY PROCESSING # /1/ c;
.
**************************************************
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 ~ndersigned 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 ~C~
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The for~going instrument was
Before me this _ day of
by
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _day of
by
acknowledged
19
(name of person acknowledged)
[]who is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
[]who has produced
(type
and whoD did 0 did not
of identification)
take an oath.
Dwho has produced
(type of identification)
and who Ddid [}.:lid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
",..-
~ou~ ~\(2-
( . ,-,\. S cY~-'5-'
.5 ({ ()'~ 1- ~2( i C I ),.4-L s.l---
~
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
\r AL>.J.
:::>,.n".-...-....
/5; 6d":~" /6; 1-50' ~
BUILDING:
ELECTRICAL:
PLUMBING:
MECHANICAL:
RADON:
CREDIT:
!()[), ",-p
2-S(0'~
~
r1/~
rJ/r+-
rJ/A-
;J I/~
/
SEWER: /JIll-
WATER: ,..,\
TOT AL: I
Tol.f'sl ;J!rr
~'~.dT $/2.-5" '0'"
PROPOSAL
~,:
!J[
to,:
,'.
:.I~~
,'::; PROPOSAL SUBMITTED TO:
Aj'S CONSTRUClhj;J, L"~c.
t0332 NEWSOME f~~D_
DADE CITY, FL 33523
(352)567-0026
CRCO 3 342 .~
,:.
,'1 j\
, vi IJ "
WORK TO BEPEAFORMED AT:
CITY, STATE
PHONE NO.
All material is guaranteed t'o be as specified, and the above work to be performed in accordance with the drawings
and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of
r-I(::!'t!'f/v 7/)':)I/5,;"J,.I/'D ~/(:II"">./",)v'l)R.;;O //-)JATY.....::,../ o..]'lPl. '- -Dollars($ 1,s:e30, co)
with payments to be made as follows r-;: .~> T ;Id/ ( ~
Respectfully submitted (t.... I .~/<A~ ~_?d/l V
Any alteration or deviation from above specifications involving extra costs t. '+ ....
will be executed only upon written order I and will become an extra charge .
over and above the estimate. All agreements conlingent upon strikes, --( -r J <;
';"~OO")' pldZ~, /J Pe, =" - "iJ
/L-......~~~ /.
,.
Note - This proposal may be'withdrawn
by us if not accepted within days
'... ..'. ":':,'.~,:,, .~.:.,' '.' . ':,': ~ .. ACCEPTANCE',OF PRQPOSAL '1~; ,'.. " :".:'.C:",,':: . .
, The abo~~ prices, specifications and condition~ are' satisfactory 'and are hereby accepted: .yolfar~'aiJth~ri2:ecJ to
.. .': ,,", - . - ,-' - - '< - ~ ,- .' - .' ~"$.:'-~>, -"" -","
Payments will be made as outlined.~bove. ,~"', '".,'.;,.
~ .
Signature'
-;0,.....;:".
~-' ,~.~,. ':
;',"J
Date
Signature
~50
M."<<......:
;.. ~:..,~.."....
..~~~ i
....;r-:....':'":'_,. .",
. ,
~.~:. ,X--
11111111111111111111111111111111111111111111111111
99115161
Rcpt: 35669B Rec:
OS: 0.00 IT:
09/13/99
NOTICE OF COMMENCEMENT
6.00
0.00
Dpty Clerk
/1
State of
-
t- 2,
County of
;;Rs cD
THB tmnERSIGNED 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 Commencemcnt:
1. Description of Property: Parcel No. //-z,,--z..I-oo/O-f>3900-0IBtJO
.s-90 8 -/0 13 T# cST-
(Legal description of the property and street address if available)
2.
General Description of Improvement 2-~;;( 60
1\'///
R. IrN5 Foe ooF II) I " TFIl~ D v r
S'/!?vc:T7r.LL I<.oo~ wk~p~
)0 x"ZD u/oo.L) C/?~(7)/?T
\
r I? if Do LV JrH- Ff L... ~ /h
3. Owncr Information: Name ::Jl>IIJJI PJFI#JJ ncDI/TA.MI.D 1-1';/,(.1(; T.I?LJS/
Address all I /I. J. J.. IJ/l.. City ..?Ef1JJpt? ~jJ... State #;{..
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
JED PITTMAN, PASCO COUNTY CLERK
09/13/99 OB:36a. 1 of 1
OR BK 4223 PG 1259
Address
City
State
\""''l~
~'~~ Contractor: Name
;j t4
p::; .5 c 'lJ 71./6" 7"
Address ..!..fJ"3 ~-z, ~WS"P.ntif;(.D
City o.l1/JF: c/ITr r
State PI.-
-:::S<1 ~<.. S-
5.
Suretj: Name
Address
City
State
Amount of Bond: $
.'
6 . Lender: Name
Address
City
State
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:
Name
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided in Section 713.l3(1)(b), Florida Statutes.
9. E:xplr.a~_.ion dtlt.e at "~otlce or Cammer-cement. (the expiration. date is 1. year
fr?m the date of recording unless a different date is specified.)
Signature of Owner: /;.
In ;). 3 (,.
Sworn to and subscribed be
'R
r day of
4:'-~/
,
19 <19
Notary Public:
"'6' Nancy Lor""I~
Comm,.,o,'" cc'/niIBe
___"...,..' Expires October 23,2002
My Commission Expires:
UJ
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T x 3" MINIMUM
SEETABLE~~'ANOIOR
,ABLE 2.22
00 NOT BLOO<
FiRE EXIT W1NOCW
OVERHANG VARIES
W VARIES
T x FRONT WAlL 6EA.....
SELECT 'L' FROM TABLE 2. '-,
ANO I OR TABLE ~ 12
use 'l' " WI2 .. O.H.
SINGLE WIDE ATTA"CHED CARPORT
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SEE ROOF CONNECTION DEi AILS
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POST TO BEAM SELECT FROM
TABLE 2.3
ROOF ?ANELS SEE
SEcnON 7 TABLES
POST SIZE ANO SPACING
SEE TABLE 22.' AND I OR
TABLE 2.22
~
--.
3-'12" 2500 PS.L CONCR~ Sl.AB
W1Trl 6 x 6 we_OED WIRE MESH
OR FIBER MESH CONCRETC OVER
VAPOR BARRIER
,/
VARIES
,'"
SECTION THROUGH SINGLE WIDE ATTACHED CARPORT
SEE CONNECTlON OETAlLS
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UTILITY SHED WALL SECTION
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ANCHOR I'V1Tti HEADER CliANNa
l.
WOOl) FRAME SHED I'V1Tti 2 x 4
PRESSURE TREATED PINE PLA.TE
ANCHORED TO CONCRETE WlTti
114" CONCRETE FASTENERS AT
4'-4" O,C.
MID-SPAN BEAM saCCT L FROM
TABLE ~ 1.1 ANO I OR TABLE ~ 12
FRONT wAll BEA.... SELECT L FROM
T ABLE ~3
$I-lADING TYPE 11
DENOTES INT. POST MAX. ROOF AREA
TABlE 2. ", AND I OR TABLE 2.12
SHADING TYPE I
DENOTES EXTERIOR POST ROOF AREA
SEE TABLE 22. 1 AND I OR TABLE 2.2.2
MiNIMUM 3" x 3. x 0.060" Tl-IRU-
BOlTED TO HEADER POST ANCHOR
TO CONCRETE SEE DEi All REQUIRED
POST IYPtCAL
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)<- WI2 /
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1 II
/ W /1
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W ---,tl WI2~.H. *"'
VARIES
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,I- 1'.'12 ,
ANCHOR WlTti HEADER CHANNa
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VARIES
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FRONT I'.' All BEAM
SaECT l. FROM TABLE ~ , .,
AND I OR TABLE ~ 1.2
"'10 SPAN BEAM
SELECT L FROM TABLE 2. I.'
ANO lOR TABLE ~',2
saeCT SEAM FROM TABLE 1
N
POST
SHADiNG TYPE II
SEE TABLE 2.2., ANO I OR
AND I OR TABLE 2.2.2
SHADING iYPE I
SEE TABLE 22. ,
AND I OR TABLE 22.2
1
'<--
J W --.1-1
: I
W - ---J' WI2~.H. ~
'..:,~
DOUBLE WrcE ATTACHED CARPORT WITH CENTER POST
?.....~ OR COMPOSITE ROOF P........EL
SECTION 7 DEi AILS
ROOF P.....'1ELS SEE
SECTlON 7 T A3LES
i
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TOP PLA.TE PRESSURE TREATED OR
I'V1Tri VAPOR BARRIER AT AlUMINUM ROOF
X' x." LUMBER TOi> PLATE @ ROOF
TxX' AlUMINUM OR
X' x 4' LUMBER #2 S.?,F. (MIN,)
SHEATHING: .
71'6'" 0.S.6. OR'/Z' PLYWOOD WtTl-1
ST\lOS 24' ON CE~OR'S7RUCTUP.AL
GRADe i1-IERMAl.?t. Y I'V1Tti STUOS AT.
16" ON CENleR
T x ." PRESSURe TREATED PLATE WTTrl
318" x ot.'/Z' CONCR.."TE AN,HORS AI
4'.::1' ON CE."4TER
SEE SLAB Dr:T AilS
DOUBLE WIDE ATTACH~D CARPORT WIThOUT CENTER POST
,---------
ROOF CONNECTlON DEi AILS
SEE SECTION 1 DEi AILS
MJO-SPAN BEAM SiMPLE 5P.....'1
TABLE 2.1.1 ....."ID I OR ~ 12
3" RECEMNG Cl-IANNEL ANCHORS
WITti (3) EACH Ill! SHEEi MEiAl.
sc."\EWS AT' T ON CENTER
MJD SPAN BEAM
S-cE SPAN TABLE Z. 1.1 ANO I OR
TABLE 2. 12
POST TO BEA.... SELECT FROM
TABLE 2.3
POST TO BEAM SELECT FROM
TABLE ~3
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POST SlZE ANO SPACING
SEE TABLE 22. , A.';D I OR 2.2.2
ROOF PANELS
SEE SECTlON 1 TABLES
!>CST SIZE ANO SPACING
SEE TABLE 22. I ANOJOR TABLE 22.2
3-, 12" 2500 PSI CONCRETE Sl.AB
WtTl-16 x 6 WELDED WIRE MESH
OR FIBER MESH CONCRETE OVER
VAPOR BARRIER
VARIES
~
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3-'12" 2500 P .S.1. CONCREIE Sl.AB
WITH 6 x 6 IVELDED WIRE MESH
OR FISER MESH CONCRETE OVE.~
VAPOR BARRJER
,'"
VARIES
SECTiON ThROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST
SEE CONNECTION DETAILS
TriE DESIGNS AND SPANS SHQVYN ON TriESE DRA....'1NGS ARE
BASED ON TtiE LOAD REOUIREMENTS FOR TtiE FOUCWING
COOES:
'1) STANDARO BUILDING COOE \991, CHAPTER ',6
INClUDING ssm 10-36
2) BOCA NATIONN.. BUIlDING CODE 1996
3) TEXAS DEPARTMENT OF INSURANCE WlNOSTORM
RESIST ANI CONSTRUCTION 1998
ATTACH SHED OR ROOM WAlL TO
HOST STRUCTURE WI 114" x 3-\1."
TA?CONS@ '16'" O.C. FOR MASONRY,
#'16d COMMON @ 16'" O,C. OR #'0 x 3-'12"
FOR WOOD, ANO #'10 x 2-,/Z' S.M.S.
FOR ,. x T AlUMINUM AND #'10
x 3-112" S.M.S. FOR X' x Z" AlUMINUM
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WINO LOAD TO SNOW LOAD CONVERSION TABLE.:
50 ~ SNOW LOAD DESIG>< SMR/ LOAD """0 LOAD I BUI.OlNG TYPE
5.25 #I SO. FT, 3 - 15.1 SO. FT. 9S MPH I OPE.~
26-30 II I SO. FT, 61-70 ., SO. FT. 100 MPH I OPEN
3'.35 II I so. FT, 6'-70'1 SO, FT. 120 MPH' OPEN
.30-00 #I SO. FT, 6'-70' I So. Fi, 1\0 MPH I E.';ClOSED
6'-70 III SO. FT, 61-70.1 SO. Fi, '20 MPH I E.'1ClOSED
SEllC1 ROOf' OR WNJ. """SUOS FROw _",no "WO LCAO ''''''-ES.
IX' x PA.'1 (SEE TABLE) USE W
TO SELECT PAN FOR REQUIRED SPAN
N..UM1NUM POST A."I0 BEAM
W, VARIES
r;l.'
SHEATtiING;
7/16" O,S.S, OR 1/Z' PlYWooO WITH
STUOS 24" ON CENTER OR S7RUCTURAl.
GRADE 11-iERMAl. PlY WITH STUOS AT
16'" ON CE.'IIeR
FOR FRONT BEAM USE L=WI2+<JVERKANG
TEXAS CONVERSION TABLE;
T x.' PRESSURE TREATED PlATE WlTti
318. x 4-1/Z' CONCRETE ANCHORS AT
4 '-4" ON CENTER
SEE SLAB Dr:T AILS
NOTES: " ANCHOR PANS TO HEADER CHA....NEL Wl11-i (3) 110 x 112" S.M.S. WI WASHER.
2. ANCHOR PANS TO ROOF BEAMS IVlTti (3) .'0 x I/Z' S.M.S, WI WASHER.
3. ANCHOR COLUMN TO CONCRETE FLOOR WlTti (2) 114" x 3' CONCRETE ANCHORS.
4, ANCHOR COlUMN TO BASE PlATE WITti '.114' S,S. SOl T
5, ANCHOR SHEETiNG AS FOlLOWS:
..... PL '!WOOO #8d COMMON @ 6'" D.C. EDGES A."I0 ,X' O.C. IN FIELD
8. STRUCT\JRAl GRADE THERMAL PlY PER MA."IUF ACTURERS RECQMME."IOA TIONS
OR ~ x '.11." DEO< SCREWS@ 6" OC. EDGES ANO IX' O,C. FIELD AS A MiNIMUM
CARPORT WALL SECTION
~
WIND ZONE
SEAWARO OF IC,W. .
INLAND OF LCW. .
" INTERCOASTAl wATEFNVAY
JOB NAME:
ADDRESS:
DRAWING FOR ONE PERMIT ONLY
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!I II II
il II (/
OVERHANG VARIES
- !I II
N i,/ II
w
-- ~i=W12..o.H. A"=WI2
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-< il
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-' !I II
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.......
';...
!';OTE; FOR BEAM SP.o.N LENGr" 'A' R)R TABLE 2. 1.1 AND
TABLE 2. I 2 EQUALS 111E lA'<GE,~ OF: A" W OR A = W12..o.H.
DOUBLE CARPORT
, SLOPE
SEAM IF REQUIRED
FOR KNEE BRACING
\',12
'2
II
r
!I
l' AI
! KNEE BRACE ~ :
I I
I W FOR SEAM SiZE ~
Ii 1,'1
I'
:i I
..." FOR SEAM SIZE
~
;f
II
MONO-SlOPED ROOF 11
II
II II
I!'-- fi=W12..o.H. T A=W12..o'11
Ii 0~%:1
!I ~~I
II I
II I
II
U
'I
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1
II
II
II
W
OVSQ,HANG VARIES
SHADING DENOTES MAXlMUI.I ROOF
AREA FOR COLUMNS ....'10 FOOnNG
SINGLE CARPORT
, SLOPE
'/2
'2
W FOR SEAM SIZE
SEE TABLE I
AFI~ COMPUTiNG 'A'
LARGEST VALUE
.,
. MINIMUM SLOPE SHALl. 3E ',rr PER 12" EXCEPT FOR a.02Q PANS
FOR VVHICH 11110 SLOPE SHALl. 3E 314" PER'2" FOR SPANS
EXCEEDING '2'-0" OR MANUFACTURERS RECOMMENDED SLOPE
POST SIZE AND SPAONG PER TABLE 2. I. I
AND I OR TABLE 2.'2
NOTE; KNEE 3RACES ARE REOUIRED IF POSTS
ARE NOT SET IN CONCRETE FOOnNG
END VIEW DOUBLE CARPORT (GABLED)
r
,
I 'I
' i i!
1II1 II
II II II !I
lLcr
'2" ALUMINUM PANa ROOF
SEE TABLE 2.5
'2
'12 :..-----
C
~~"G~a 1 I,
'2" ALUMINUM PANEL ! I II
SEe TABLE 2, 5 inri I
RECEMNG CHANNEL ! I !I
~
:1 II
RECEIVING CHANNEl.
'2" ALUMINUM PANEl.
seE TABLE 2.5
RECEIVING CHANNEl.
Et'jD VI'eN SINGLE CARPORT
,"
I
II
I~
1 I
I I
I I
I
i
AlUMINUM UT1LllY SHED WALL
WITH DOOR (ELEVATION)
AlUMINUM UTILITY SHED WAlL
(ELEVATION)
SECTION THROUGH UTILITY SHED
'2
'12 =--
c
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i'
RIDGE CJJ>
1f-- WI4
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GABLE CARPORT FRONT ELEVATION
r-
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"".-- RIDGE SEA'.!
...,;
WI. I
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II
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I
! II '
I LOAD WI0111 FOR CENTER SEAM !
if-- PER TABLE 2. 1.1 AN,D I OR TABLE 2. 12 -----,<
W/2,. LOAD WlD111 FOR RIDGE BEAM SPAN
RIDGE BEAM seE TABLE 2.1.1 AND I OR
TABLE 2. 12
PAN OR COMPOSITE PANEL ROOF
NOTCH POST TO RECElYE 3EAM
WITH (2) 3-,rr x '14" TI;R\J-8Ql T
wm.. LOCK NUT TOP AND BOTTOM
SEAM PER TABLE 2.1,' AND I OR TABLE 2.12
,
?0-ST PER TABLE 2.2.' AND I OR TABLE 2.2.Z
~;~
I
~~----~-----~~-----------~
~
10.
i
,./
Nore
KNEE BRACES REQUIRED IF POSTS ARE
NOT SET INTO CONCRETE FOONOA nON
I.
I
I
,"
GABLE CARPORT SIDE ELEVATiON
PAN ROOF SEE TABLE 2.5
=.J
RECEIVING CHANNEL
PAN TO WALL C CHANNEL
(3) #8 x 1rr PER PAN
PAN wALL
2" x 2" x a.e<<" BRACE FOR
MORE PAN HEIGHT REFER
TOTABLE 2. 5
'/4"0 x '-1/4" EMBEDMENT
EXP^,'1SI0N BOlTS OR EQUAL
ORNE PINS AT 24" ON CENTER
J.,rr CONCRETE SLA8
ef
~
~cr
f I
- I
L
,:'
#8 x'l2" SHEET METAl SCREW
INTO EACH RISER AT PANEL ENDS
TOP ANO BOTTOM PAN
r
BOTTOM CH...NNEL ANCHORED TO SLAa
W1TH 'J4'0 x," EMBEDMENT EXPANSION
BOlTS AT 24" ON CENTER OR CONCRETE
SCRE'NS
12" RISER P....'1EL SEE TABLE 2.5
I +
ATTACH PANELS TO CHANNEL Wffio!
(2) #8 x,rr SHEET METAL SCREWS
EACH PANEL AT EACH END
PAN WAll CONNECTION
~
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OF
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, POST SIZE PER
TABLE 2.2,1 AND/OR
I TABLE2.2.2
+
BEAMlHEADER
AI. TERNA ~ CONNEcnON DEl AlL
;z- x ;z- x 0.D63" ANGlE CONNECT
UPRIGHT @ BEAMlHEADER AND
CHAIR RAIL
BEAM SP,A,N
'W" FOR BEAM SIZE
SEE TABLE 2 . 1 . 1 ANOIORT ABLE Z. 1.2
AFTER COMPVTlNG 'A'lARGEST VAlUE
(21 '10 X l' SnEET METAl SCRE'<< '
INTO SCREW SLOTS
ANCHOR l' X 2" PlA.~ TO CONCRETE
WITH 114' X 2-112" CONCRETE
ANCHORS WITHIN 6" OF EACH SIDE
OF EACH POST AND 24' O,C. MAX. r1l-
~ ~ llJl ~-4
MIN. 3-112"stA825OO PSI CONC. ~
Qx5.1Oxl0W.W.M. OR FIBER MESH ~
VAPOR BARRJER UNDER CONCRETE
SiDE Vl'2N SINGLE OR DOUBLE BAY CARPORT
II)
Ul
~
I
ROOF PANEL SEe SECno.'4 7
l' x2" EXTRUSION
PAN OR CCMPOSl~ ?A:'/Et ROOF
1.118"' MiN, iN CONCRETE
HOLLOW POST TO BASE AND HOLLOW POST TO BEA.M DETAIL
I :
I I
CENTER OF , I
BRACE CONNECTION FOR I I
START OR E,'4D OF SEAM SPAN ,
71'- KNE:B ~E
LENGl"1;
H-GHNoINEl. KNEE BRACE 2" x 3. x O.OSO' '<NEE
BRACE WITH (3) itl 0 x 112" EACH SIDE OF BEAM
U-GHNoINE'~ ON SIDE WlTrl (3) #10 x \12" AND I l'
'<l',EE BRACE :sro POST ,\NO (~1 1110 ~ ',:2" EACH ~
. 'Si~~ nF~~CE 'MTH~RROSUN .
RESISTlVE "'I-'-SHER HEADED SCREVv"S
BEAM PSRPENDICUlAR TO ROOF SEAM ?ARAlLEl. TO ROOF
KNEE BRACE TO POST DETAIL
Il~
Q
ANCHOR PEl~ DEl AlL FOR PAN
OR COMPOSITE ?ANEl.
SEE TABLE 2 , 3 FOR NUMBER OF
aOL TS AND SIZE OF POST
BEAM AND POST SIZES SEE
TABLE 2.1. " TABLE 2,1 ,2 AND I
OR TABLE 2.2. I, TASLE 2.2.2
COlUMN NOTCi-iE!) TO SUIT
2" x 2" OR 2" x 3' OR 2" 5MB POST
SIDE NOTCH POST TO BEAM CONNECTION
~>.~
(41 #'\0 x 112" S_~tS. EACH SIDE
OF POST
HEADE.~ SCAM
I
1 I
'(
I
1
I
"f
-------'::rL-=:}
~ r;:-:;
! I 0 0 I
ftJ-' 0 0 '.......~
ANCHOR l' x 2" P'-A~ TO CONCRETE
WITH 1/4' x 2.1/2' CONCRETE _
ANCHORS WlrrllN 6" OF EACH SIDE /
0F EACH POST AT 24' D.C. MAX. _,_/t-_,-
OR Tl-IROUGH ANGLE AT 24' D.C. MAX. L r n
, ---=.I ~ ~
-':::'~.'\,.J
MIN. 3-112" sv.a 2500 PSI CONC. "ffi ' ", , ~_
Qx5.\Oxl0 WW.M. OR FlBER MESH .
VAPOR SAMlfR UNOER CONCRETE
\.118' MIN. iN CONCRETE
<Il
W
2 ROOF PANEl. SEE SECTlON 7
~
!
H-8AR OR GLiSSCT?L4.~
'l:' x 2" X 1'16' ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD 6.:AR1NG WAlL WITH
(2) #10 x 112" S.M.S. EACH SIDE
l' x;Z- EXTRUSIO:'o/
''I
I I "-
~ ' ~..
R!,~,-
b..L...J I
- I
4-i
?L4.TE -;-0 BE SAl,,\E THICKNESS
AS SEAM WEB
~.J\TE CAN BE ,NSIOE OR
OUTSIDE BEAM OR LA? CUT
71'-- d-,5O" -.,<- d-.5O" ~ " MAX.
, ., I ---"<
SEl.ECT FASTE.NERS FROM liS' ~I - - - -11- - - - I ~'~ I '
TABLE' . 5 ~ I '" ~.."
~ -0 I ,
l,i5" ~ - - - - --'---"< I '
" ,---,,<
O~OTES~RE"'IPA~~ \'MAX.
NOT NUMBER OF SCREWS
SPUCE TO BE LOCATE.D 114 TO ''/3
BEA1-A SPAN AND STAGGERED EACH
SIDE OF SE!.F MATING BEAM
d " HEJGHT OF BEAM
BEAM SPUCE SHALl.. 3E MINIMUM
d . .SO. HEIGHT
2 x (d . .50") LENGTH
SELECT FASTE.."IEi'l. S~. NUMSER
AND SPACING FilOM TASLE 1 ,5
T'l'PICAL BEAM SPLICE DETAIL
SELF-MATiNG POST TO BASE AND SELF-MATING POST TO
BEAM DETAIL
CENTER NOTCH POST TO BEAM CONNECTION
ANGLE OR RECENiNG CrANNEl
,;-
NOT2 CROSS BEAM ATTACHED AT COLUMN AND BEAM
,
W I
-'
<:)
<(
f-
a: PRiMARY BEAM ~"
Ul SEE TABLE 2.' . , '. ,
a. AND/OR TABLE 2.1,2 \
J:
f-
a.
Ul
0 J
, .
I
r-1:
J,@
\.112" x \.112" x 0.080" ANGLE i
EACH SIDE OF CONNECTiNG ~ @
BEAM WITH SCREWS AS SHOVYN J. @,
~.j
~
CARRIER BEAM ~ " I
SEE TABLE 2,1. 3 "
--- .!
~ NO~:
Ul
-'
<ll
<(
f-
a:
Ul
a.
J:
f-
a.
Ul
o
??JMARY BEAM
SEE TABLE 2 , \ . \
AND/OR i ABL: 2 . 1 , 2
@
@
@
MINiMUM t:8 S.M.S. x 3/4' LONG NUMBER
REQUIRED EQUAl TO BEAM DE?TH IN iNCHES
EXTRUSIONS Wl11-i iNTERNAl SCRE.... aOSSES
MAY BE CONNECTED WITH (21 #10 x \,',12"
INTERNAU Y
MINIMUM #8 S.M.S, x 314' LONG
NUMBER REQUIRED EQUAl TO BEAM DEPTH
N011;; EXTRUSiONS WITH INTERNAl SCREW BOSSES
MAY SE CONNECTED WITH (2) #10 x 1-'12"
INTERNAL!.. '(
BEAM PER DESIGN TABLE
CARRIER BEAM TO BEAM CONNECTION
CARRIER BEAM TO WALL CONNECTION
CROSS BEAM AT COLUMN AND AT BEAM
BEAM TO WAll CONNECTION ,
(2) 'l' x 2" x 0.000" EXTERNAll. Y MOUNTED ANGlES ATTACHED TO WOOD WAlL WITH MINIMUM
(2) 318" x 2" LAG SCREWS PER SIDE OR (2) \'4. x 2.',,," ANCHORS TO CONCRETE OR MASONRY
WAll ADO (I) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH u-RGER THAN 3"
(Al TERNA IE)
(') ,.314. x \.314'" 1.314' x \18"' INTERNAl U-GUP ATTACHED TO WOOD WAlL ~ ML'I. (3) 318' x2"
LAG SCREWS PER SIDE OR (31 ,"" .2.\14' ANCHORS TO CONCRETE OR MASONRY WALL ADO
l 1) AN010R PER SIDE FOR EACH INCH OF CANTIlEVERED SEAM DEPTH LARGER TM"/ 3"
ANCHOR PER DElAlL FOR PM OR
COMPOSI~ PANEl.
SEE TABLE 2.3 FOR NUMBE.~ OF
SOl TS AND SIZE OF POST
SEAM AND POST SIZES SEE
TABLE 2. 1 . I, TABLE 2. 1 ,2ANDI
OR TABLE 2.2. I, TABLE 2.2,2
COlUMN NOTCHED TO SUIT
,. x 2 118' x 0.044' CHA1IINa
wi #8 x 318" wi HEAD S.M.S.
@ 1 \12" O,C. MAX. BOTH SIDES
(21 #8 x 112" wi HEAD S.M.S.
PARALLEL @ 1/2" O.C. MAX.
THROUGH ,. x 2 \18"' CHANNEl.
INTO BEAM
,J
(215116" x 3 VZ'
CAD. ST. BOLTS THROuGH
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3
OF
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0<
~
U-{;KANNEL
POST IN CONCRETE #4 BAR t2" LONG
OP11ONAl. CONCRF:TC CAP BLOCK
ORBRlCI< ~
(t) #4 BAR AT CORNERS AND I O'~ "<--I
ON CE.'ITER FlU. CEUS AND KNOCK OUT
BLOCK TOP COURSE wm-t 3000 PSt ~
PEA ROCl< CONCRF:TC ~
'"
'"
POURED CONCRETE REFER TO TABLE 2.4
INTERNAL OR EXTERNft.L RECEIVING CHANNEL
ISOLATED FOOTING
(VI
t h
11 ~
\J~~V
2" x 2" x 0.063- ANGlES
INTERNAL OR EXTERNAL ANGLE CLIPS
3' x 3. POST ll.JRN BOlTED
TO ANCHOR RISER
2-314" x 2-314' x 2.1rr LONG
1/8' TUBING
waDED CONNECTlON
FASTEN PER TABLE
12" X 12" X 114' PVoTE
3-1rr CONCRF:TC Sv.a
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
AlUMINUM TUBE COLUMN
L:
(v
lL/
~
!'
I
I
EXTRUDED AlUMINUM BASE OR
BREAK FORMED lJ-CU?
,
~
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~ I..
I
i,
.
CONCRETE ANCHORS PER SCHEDULE
TUBE COLUMN BASE SCHEMATIC
INTERNAL BASE
~Or2 ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl.
BRACING FOR FREE-STANDING COVER
Z~MIN.
BEFORE SLOPE
f
I
" :I,.-::~:.I ':==1:':.1""1", -J -
5l~:=:rrt="T0I~~,i.l..F.;7~~~:'~!lEi:'--.::);:::Jid!E:I;::::
~,~" ='~'=I~ICT~,~,~m
Ig=~., '
,,~,.
TYP!: I
FtAT SLOPE 1 NO FOOTING
O-Z.It2"
3-112"
'V
~
~ ~.
'6-
~
L ~~-J
I I
71'12"*
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
RJBBON FOOTING OR MONOU~IC
IF MONOUTHIC sv-a IS USED SEE NOTES
OF DETAILS BELOW
';>~
- 0--
Ifff=~~4
L~-
, ~
to ~~
'\ .~
ANCHOR AlUMINUM FRAME TO WAll
OR SVIB WITH 114' x2.1rr MASONRY
ANCHOR WIT11IN B" DF POST AND 24'
ON CENTER MAXIMUM
(1l #4 BAR CONTINUOUS
8' X 8' X 16" BLOCK WAll \MAX, 32")
(1 ) ~0 BAR OR (21 #40 BARS
MiN. 2-1/2. COVER
AlUMINUM ATiACHMENT
3-1/2. CONCRETE SlAB 6 X 6 . 10 X '0 WELDED
,\'V1RE :"E<;HOR FIB:R MESH CONC;:::;:re
VISQUENE VAPOR 8ARRJER UNDER SlABS
HAVING STRUCTURES ABOVE
-J
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rn:::)
a z
W <
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rnz
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",' (/) -J
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i=,f- 0
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Cl:_
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T = THICKNESS OR REQUIRED POST
WELL COMPAC'TED CLEAN FIll. OVER SACRIFICED
NATURAl SOIL ~% R~T1VE DENSITY
CONCRETE FILLED BLOCK STEM WAlL
S. x8' X 16" C......U.
TOP OF GRADE
3" X 3' POST PER TABLE
80 Ib. 2500 psi CONCRETE PRE-MlX
B" X I 2" CONCRETE FOOTING WITH (1) lIS CONTINUOUS
LOCATE ON UNDIS11.JRBED NAll.JRAl SOIL
(1) #5 VERTICAl aAR AT CORNERS AND 10'~ O,C.
3Ill" X 3-1rr BOLT
(2) 2" X 2" X 'I' ANGlE OR (1) LJ-OWoINEl X '\'
RAISED PATIO FOOTING
CORROSION RESIST1VE STEEl
THRU BOLT PER SCHEDUlE
CONCRETE SlAB OR FOOTiNG
3" x 3' BASE
G.AJ..V. METAl STRAP (14 GA x'i
B" x S" x 16" CONCRETE 3LOCK
PORCHPOSTCONNEC~ON
ALUMINUM CONVENTIONAL CONSTRUCTION
B" x 24. x 24' POURED CONCRETE PAD
(1) lIS BAR CONT.
r-
I"" /
'""1]' I b /.
3187 iT _ r-=r'"
Fl IF" " ::; I;;:
S' '!i=::l"=I!:::jI~
,.. '=:;IRII'=4I~1F
, I ,
~ '(-8'~
TYPEII
MODERATE SlOPE FOOTING
2'112".1'.10'
TYPE II I
STEEP SLOPE FOOTING
:> "-10"
NOTES: ,. NO FOOTING REQUIRED EXc-cl7T WHEN ADORESSING EROSION EXCEPT FOR EXISTING
sv-a WITl-IOUT REiNFORCe.1ENT. THEN TRlBUTARY ROOF AREA UMlTED BY TABLE 2,4
2. MONOUTIiIC stABS OR FOOTINGS SHAlL Be MIN. 2.500 PSI CONCRETE wm-t 6x5-1 Ox1 0
WELDED WIRE MESH OR FIBER MESH MAY Be USED IN UEU OF MESH.
3. IF LOCAL BUILDING COOES REQUIRES A MINIMUM FOOTING USE 'TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
..
~LA8 DETAILS ADDRESSING EROSION
---
(2) #5 BARS (18" LONG) EACH WAY
"
CONCRETE POURED CaLS WITH lIS BAR
(SAKRETE READY MiX wi GRAVEL)
PAD FOOTING
fJ ,""
~. -'\:
-;-.", :0
. -'\:
J B" .1..'
AlUMINUM STRUCTURE FOOTING
2500 PSI CONCRF:TC wm-t (I) #5 BAR CONT.
MINIMUM 2.1rr OFF GROUND
RIBBON FOOTING 1YPE I
r:r , ~
J-L". <..'J~
~'2"-J
AlUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WIT11 (3) #3 BAR CONT.
MINIMUM 2.1rr OFF GROUND
RIBBON FOOTING 1YPE II
....
ill ~_
. I-' N
a.. -' -
:J '"
_ U) ~
::::~~~
Q)u.{f:::
c"'Z'fJ!
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L.~al
3UJ-q
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4
OF
7
Table 2,1,1:
nlnu 4oIolne =-
"pp leu coad ~
CoaQ "0'"
.
G
,
.
.
IV
"
l~
coaQ md'"
.
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coa w '0'"
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,
ij
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l'
'4"
Loa a wlom
:.
b
I
::
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Il
lZ
Allowable Roof Beam Spans for Call1orts, Patio Cover.s.
Screen Rooms, and other Open Buildings with Sofld Roofs
Aluminum Alloy 6063 T-6
'V~ Mr
"" I ::>G. rL
~ x. x u.V","
...
..
a",
, ..
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IlU M""
.,,"', .q, rt,
nonow III
...;
....
,~v 'flrn I ''''' '''rn ,- mr" J
~... ' .q. rc .'b'O.q. rL I J,;JI .q, rc j
J
I
I
1
,.1
0-, .
0""
0-"
\
a..
'-0
.,
0-0
o .~
,.IJ
,'"
. '.
0-0
0'"
.:i-I
0,,' I
0....
0-0
,"V
'.....,
...
a..
,'"
, ..(,;
1-0
, .~
~ ' ..
v-o
, -::I'
0...
i.,
I
I
I
I
I
I
I
., 'v
\ 0.' 0.1
I 0__ '-IV
I ~ .. . u.u"" ",,"OW
I ' " I IV"
,U'4 ._
... I 0-0
... ~. I
...., ,""
",v I"
, -Q .,. i
~2:~v
,"';-1
..1
0"
o.
."
0"
u..
1(.; -0
, ,.,u
r\J'~
.. I
j~.:
I
i
I
I
I
~~:
'-0
::l-lU
."
a.,u
, .,
E."
I
!
I
O'IV
0-0
'v'"
...
7-4-
...,
....,
I
I
I
8'.r
I
I.
I
0...,
:;-;f
,,-0
""
,,- ,
j".,
0-0
0_
0";
~-::l
...
,-0
'-0
, ..
'-0
'v.t
I
I
I
I
I
I
.~
~. I I
':"'
"u
'-0
5.'<T
Example:
r=or r x 4" x 0,038"' x 0 ~ 00'" Sed...Mat:f'Ig Seam: 3e.nl span t)et~(\ .~,gnt$ use lead 'MC'"...'1 to enter ~a::Jie.
~or"Z'RootPane4.'ZCvern.oil'19; L~aa \Mdth=LW::'Z/2+Z0.H =8" ~tertableot'l\etlat8"reaa
allcwaCi9 span uf'lder re'Qt..lJfed '7ad: ~'.Js for,oo M,P,H 'Nlnd ioaal1ive ioad or,7 #/SQ,. ~~ and load V'AcU'l; 13'.
'J'
ltlaxtmum Beam Span far r < ." . 0 W8' < O.1ocr = I 11'.S" I
Span. dO not Indude le"9t'1 01 '<nee txace, Add r,onzontal 'e<1gltt at kJ1ee orace to aceve span. Ie< :c;al ce.
spans.
e,:4".
i
0-0
o~
,,-0
,-
0...,
,.,
, .,
J
I
I
I
1
i
I
J
I
I
I
i
I
j
j
)
j
I
Table 2.1.2:
Wind lone 31
Applied load ~
load Width
8'
9
10'
I
I
I
I
I
I
I
,,'
lr
1;r
,"
11f
Load Width
8'
9'
10'
".
1Z
13'
14'
,.
load Width
a'
-9'--'
Allowable Root Beam Spans for Call1orts, Patio Cover.s,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
102 MPH I ,,0 MPH I 120 MPH
17'1 Sq, Ft I 20# I Sq. Fl I 2.3# I Sq. Ft
2'" . 6'" . 0.050" . 0.120- Sell Ma bng Bu m
16'.'" IS'., I I... I
1~.' 1 .,4.... I l~.... I
15".T ',3'.,," I '''~
'4"-5" 13'-4 I '.;.,:;
1:r.,<T 12'.T I 11'.1"
,3"-r I 1i'.J" I ".,:;'
12'.,<T I "'.10" I '1'..)'"
11'.". i '1'.;,r I 10--"
2". T" . O.OSS' . 0.120" Self Mating Beam
'74 I 17.10" I 10-0" I
18'-3- I ',6.10" I 15'.a- I
, -4" I 10.1'" I 14'." I
H'''''- 10';' I 14'4' I
15.1<T 14'., I 13'.. I
1 ,i" 14_7 I '3.',' I
14'-8" '~'..s" I '4" I
13"-8" 'X., I l1'..'---L
I 2". r .0.072" .0,224" Self Mang Beam
I 24".W I 2Z.".. I 21'"
-i- , ~~:-: ;~; - i ~~:~:
I 21'.r I '7-0 I ',8',,-
I 2<:1~- 18'-8" I 1i..,
I 19-e- I 1 T.W I 10""
I '8'.T I r -4" I 10'~
'7'.r I 16'.Z' I 15.1'
I 2". r. 0.072" .0.224" Sell Mating Beam
I 27'.2'" I 6., ! 23-'
I 25"-8" I 23"-8"1 2Z~
I 24"-4' I 2Z.S-- 20'.'"
I 23".Z' I ", -4 I ,,,.11'
I '22.Z' I 2<:1-6- I 19".,'
I 2"4" I ,,,,,,,,' I 1<<-4'
2<:1. I Hf.' I ' r-<r
W';;' I ' 1'.9" I 10-0
2". '1'.0.082".0.306" Sell Mabng Beam
2~->> I 2T -4- I 2,'-6"
"1'.",, "".7 I 24'.1'
2S-6" I .4-0 I 2Z.'CT
25"-4- I 23'-4- I 21'0'
;;: : ~~~ : ~~;
~.5- I ~O':g' I 1.::Y
20'.11' I 19"-4- I ',fI.:r
I 125 MPH I 140 MPH
I 26111 Sq, Ft I 32# I Sq. Fl
I
I
I
I
I
1.r."
1",.;,r
, 1'-6"
,,'1
1U' ...
10"-4-
9"-$"
\...-0
'"'-8"
'4'.T
'4..;
'3'4'
I
I
I
I
I
I
I
i
1[-4
" '-8"
11..:1-
'0'-&"
'a.,~
I
r-- ;0'
I
I
'"
1Z'
'3'
14'
I.
Load Width
a'
'1'
111
1"
1r
13"
14"
1...
Load Width
8'
...
10'
,"
1Z
'3"
14'
1.
I
f-
I
I
Note s:
''l.g'
',-,;
,"."10'"
i1'.,"
,-8'
9"-4'
~.9"
I
I
I
I
I
I
I
I
14'.i"
'3'-4"
1:{.;
'.'"
11'-0"
" .'
10'.a-
g.,,"
2C ',' , '6"." -4'
:6'.\"7' -T~~r:y:- i
IT.W I lS:r'i
" .l: I ""0
',5.0 I "'il'
10'.9"' \ ',".J-
, o.Z' I 13'-6"
14,r I ,,,.'\1
.. ..
19'.HJ-
16"-8"
17.g"
16'.11
i6.2"'
1:;_(
:4.j "
14..:1-
I
I
I
!
I
I
I
21'-,
I
I
I
I
I
I
I
I
21.'"
20'.9"
,9"-8"
Ie..
, 1'.,,'
,,,
,",,
10'"
20'.5"
1~-4
'8'.5"
': -8-
i6'.'1"
'6'-4'
15'.3-
Above spans do not u1duc1e (eng1h of knee brace, Add honzontat le~ ot knee brace 10 above scans jot' tOtal
ooam spans.
".
F
J'~
23'.",
",1
",.,'
20"S
,'a~',:
18',2'
16',""
Table 2,1.3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures
(102 MPH Wind ZOne, Applied load. 111bs I oq. III Aluminum Alloy 6063 T-6
Single Self-Mating Beams
2'" . 4" . 0.038" . 0.'00"
2'" . s- . 0.050" ~ 0. 120-
2'" . T". o.OSS- . 0.'2lr"
2'" . a- . 0.072" . 0.224-
2'" . r. 0.072" x 0.224-
2" . r . o.oar . 0.306"
Double Sell-Mating Beams
2'" < 8- . 0.072'" . 0.224-
2'" . 9" . 0.072'" . 0.224-
2" . g- . 0.082'" . O.J06"
s'-()" a'-()" 1 'O'-()"
12'-8" 10".'" 'I..
Hl"-8" 1S.2" '4'.0-
21'4' H1-6" 10"
27 -5" 23".9" 2 r-r
29'.'" I 25'.W 23"-r
32'.9" I 28'-4' 2,-4'
10'-()" I 1Z.o- 14'.0-
3(H1' I 27'.5' I 25'.S"
J2'.10" I 27.'" I 27'.'9""
35".10" I 32:.'9"" I 30'4'
Tribwry load Width
lZ00' I 14'-()" I 1S'00" I 18'-()" I N-o"
Allowable Span "l."
7'.g' T 4' 5'.,,-
'''-5' 1C].. 10'-r
13".1' ,2'.... '''-8"
10.. 15".'<T 15"..:1"
18'-4" ,T-4' I 10-5"
20",'" 18'.". I '7'.,,"
zz-()" I Z4'00- I 2S'-o" I 28'-0"
8'.,,'
1:)"-3"
8'-r
lZ-r
13".",
17'.""
'7-8"
2,'-5"
S., I S-4'
9".f/" I 9'-4-
11'.2" I '0'-8"
14.... I 13".T
15'-8" I \4',,,,
17'." I 16"-4-
S.,.
a'.""
10".:s-
13".2"
',4'-5"
15'.T
.,5'.,..
19"-5'
21'.2'
23'.2"
I 16'-0"
Tribw ry load Width
18'-0" I 20'-0" I ZZ-O" I 24'.0' I 26'.0' I ZE-O" I JO'-o" I 3Z00-
Allow.ble Span "1.'
2Z-,;" I 2,..-r I 2rJ-J" I 17-5" I Hf-8" I 1T."" 17'-4- I ,,,.9"
24'-0- I 23"-3' 2Z.1:" I 2,'.2" I 20"-4' I '7-8" 18'.'" 18'-4'
2!S.9" I 2'-4" I 24'.1:" I 23".2" ZZ-r I 21'-5" 2<:1-8" 20'.,"
23"..
25'.','
28'-4"
Double Seif Mating Beam
2. 4 Self Mating Beam
added to TOp/Bottom
(per;>endicular to webs!
2" X r x 0.072" . 0.224"
L2" . ~'::.072'" . 0.224- I
I 2" . ~.. . o.cU' . 0.306- I
Notes:
Above span. do nollndude le~ of knee brace. Add honzontallength of ~ brace 10 above soan. for total beam ,oan..
Wind Zone Conversion: Table is constructed for 102 mph 'Hind zone, open st:nJctu,. (17Ibs/sqtt), to convert tabular value to higher {more
severe) wind zone., multiply by the factors in the following Conversion Table:
I 0'.0-
lZ .0- I 14'.0- I 1S'-O" I 18'-0"
Tnbutary load Width
34'-0- I 31'-0- I 27.2" I 27'-4" I 2S'.f/"
37'S I 34'.Z' I 3,'.r I 29".r I 27'.'" I
4(J:Z- i 3/:'-8" : 3.3".11' i 3, ((' I 29".',,' :
I 20'.0' I ZZ-O" 24'-0" i 2S'-()" i 2l!'-()" , JO'~ I 3Z-O"
Allowable Span "1.'
24'-5' I 23".:s- I '22.:s- I 21'.5' i 2<:1-8" T 17,'" I '9"-,\'
26"S I 25"-3' \ 24:-2" , 23'.2" I '22-4" J 21'"r I 20'.'"
28''';' , 7.i." f 25".11' I :4'.,," I 23'.", I 23".'l , as J
oy,nQ
ZDne
'"~
,,"
",.
1<'>
t....
"pp ,ev I
load
" I
.u I
.w I
~G I
-~
nverson
Factor
1.00
U."
u.""
O.ijl
u.r,
I I.~ O.
, ~ . ~ . v.v"'" nu ow III
I l,,~ , l'~<..:k,1
; ~:- I :;\,! a:,;, ~ ,~.~
----;;:... ,J-:J I (.,t; I I"'
; ~-~r:-~---r-r:.;-
) ~J...,) I (-, I I ., I ':-<)
I" (-.J I O'IV ) 0-0
\ ~ I. o.o~ HOII'OW
I l' ., I 1.-0
I '... I "" I
I 11.. I ,v-O I
j IV.'..... 'U--.J I
I ,1,;-..,) J :J-~
\ ,-= I o>n I 0_
I :i...J t e--o I i -'I
( cf-Il./ ( 1:\-" \ I -d
j l X 4 ;It O.O~ ;It 1J.10U ::>eu MiUIl9 !:Seam
: ~~~ : ~~~-
I
5".10'''
".a-
7,'"
1X-8"
1'3"."-
I 15"..
...J
0:(
U):::>
OZ
wo:(
:r:::?
U)z
od, (;),
U)-U)
~'~.~
WOLD
>(/)<t:
OW~
()~C\/
O:::>Z
~a.- t; Q
~t;
(/)-. 1-' W
I-(/)(/)
~'
O~
a.Z
~-
o:(~
a. ::J.
...J
0:(
f-
W~
, ;:;
(l.S;:;
"l",
~~u::~
Q) ~ <~ ~
c::~~;!:g
C::-;-"''''
~>-::::';f
~@S;3~",
u..Icri:te~
.::>;.. w ~
Wi!S5~ e
'''':r~
~il5~fuu..
C~~uj
C)i3~;-
L..,<1:o::t
:: ~'o
ro ~'D.:
~/G
.:/
/~ft'
I !AR. ,,1993
~EAL
SHEET
5
OF
7
Tab~ 2.1,1: Allowable Attributab~ Roof Area per Post for Carports,
Patio Cove~, and other Open Buildings, ALUMINUM POSTS
Aluminum Post
....,M Loaa = I 10lloWrt I IlU "'~.. I '.V"'l"" I 1" "'~M I ''''' "'...
App ,.d Load = " ""q. -~ ... ",,,q. .~ 1 U ""q. t-L I "b "',q. t-L I J< "',q. rL
Max.lmum A,lJOWaOle M.OOI j.l.(e:a In "'Square feet for V.noys Loaos on ....osr
".,g" I Loaa ,n LOs .- x.: XU.""" 0 lOW t:);lT\JSlOn or
1 _ Z.'.:04 I '" I u.l I '^'
,. 1 I ,:>"0 1 .1 1 ' , I 01
,.'u 1 1,';04 I 11 I ov I 0,
, '1 I ""~ :>> I <, I J~
Reign! I L.oaa In LOS ." X ~u X U.VOIJ MO OW "",truSlon or
0', IZ,/$> '01 I I~' I 10 I ~ I
,.., I <., ""<. ~..., I ", I " U:. I "" I
lV' T U:o I :.4 I ou I 63 I ' I
,,,.~ I US, I ,v I IN I ,L I ..., I
nelgnt I L.oaO In Los I J x Z" X J.OIO' MoHow C,,[truSion. Aluminum .=..Jloy b>V6J l-o
0'" I ~,<Vll I NV I ,'v'..., I ,~
:.., 1 2,0:>'0 r OU I "0 I ," I >0 I
'v'" I ',:00 I ' I "" I 00 I '0 I
" .~ I ' ,4~1 I 00 I ' 0 I 0;> I 01 I
r'1elght ! Load In Los f J % J J:: a.~ .-.:oll I-ormea. AJumlnum AHOy ..1050 Mo"
'v,,", I L;xl' 1 ,~ I ,W I 'U4 , '. I
I " -<> I '.,00 I ~l::, I OS I 10 i O~ I
I " .4- I :xJ~ I ~ , 00 I ou I ~ I ""
I ' --.J , \}<. I 0 1 I 0< I 4, I "IJ I .>..l
~e1911t j LoaQ 10 ~:;;;- J: oJ X O.VO:.; 1"("'1 ,.ormeo ..:Ju..nmum AJtoy~'u~ rl.,4
I ,,~ I OO<N I ~ : ,tlu ~I I ,.)0 I
I ".1oJ I <.'W I ,'~ I ," I <1/ I ,~ I
I :~-<> I <.1JJ J '''~ I h;O I ,', I 0: I
I ,0'" I 1 01' I ., I '" I 50 I 0 I I
j M~lgn (LOaCl In LZ'S I .J X j .:t V.\JtrV r- u eo nOt ow c...x.truSlon . ~umlt1um l)VQj --0
I .. '- I 0,4",0 I .;W I ,I V ! ,4!1 I 0' I
I ".,,, I 4000 I ,:;N I "''' I ," I ~ I
I :;l. ';,J I 1 ;rOO I I I I I ~~ I OQ I i ~ i
I ' "V I ,_,1 I 00 i " ~'! 0/ I
,.
ov
""
I
I
I
-0
..,
.>0
"
"0
00
'0
:;N
I
I
I
I'
I
I
I
01
'V,
ov
'"'
"
,4
00
~ .)
""
00
-0
iVI
~
'"
oample:
Find R.oot Area N~~ Area:: 'A,'. ?CSl Scaclng ='S" Stn.JCtu:-e ProjectIOn: W
A = S . (W12 " 0 H I: ~ 'S' = 7', W . 'Z, and 0 H, = Z then: Area' = 56 SQ, ;::\.
Fora 1Q'-1'";:<CSI and '2::lm;>.h. '...nd ica<:l or23#/ Sq. F\.;>051 eIlo",e"","
') 2" x 3" x O. OU" Hollcw Extf"..srQn
2) AJ~ ::;OOSt SIZes !~ste-:: ~1C'N :~ 7" 3"" x 0:)4.4" HollCN Sec:iOt'l
Note:
I,"/r.ere )00 CQr'lCltlQI'.S Ccate a POst he,o;h': a: , 0" In a , 20 MPH wt:"1e zone. a r x 3" RoU Form~ COULD
~Oj SE :..rsed ~...ause wnen 1( ;s more !f':an ~ 0' ~ad r. :::an only suooort ;9 SF of rooC On \ne c:~et ~~. a r x
3" ::.....:;ee Post wrt:'l a oc'S~ ~e"9-""II of '(3. i-:,an supporl an area of ~2e sQ'.Ja~ feet cJ area. 'i"h\;s. cestQ." ~\Jst
satisfy O<J:.n ~re'9''"1t ant: area rea,.:cemel'H$.
Table 2.4:
Footings" Maximum Roof Area for Carport Posts
Wind Zone =
Appli.d Load =
I 102 M?H I 110 MPH I 120 MPH I 125 MPH I 140 M?H I
I 17 ,",Sq.;::L I 20 "'Sq, FL I 23 ,",Sq. FL I 25 "'Sq, FL I n "'Sq, FL J
Existing Slac on Grade "
with unknown
reinforcement
20
17
15
13
,0
..
iSOlated Footing i Uplift I
Dim.nsions'" ~ting (It. Maximvm Attributacle Roof Area in Squart! F..l
1'.(l-, 1'.(l- x 1'..:l'\ 520 I 30 I 26 I 22 I 20 I ',6
1'~- x 1'~-, 1'~1 1,000 I 59 i SO I 43 I 38 I 31
".<;- x 1''<;- x 1'.<;1 1,320 I n~' I 56 I 57 I 51 I 41
1'03- x 1'03- xZ.(l1 2,040 I 120 I 102 I 89 I 78 I 54
1'03- x 1'03- x X'<;I 2,540 I lSO I 127 I 111 I 98 I ao
I 2'.(l- x 2'.(l-, 2'.(l1 2,&40 I ',55 I 132 I 115 I ',02 I 83
2''''-. Z.(l- x 2'.<;1 DOO I 1S4 I 165 I 143 I 127 I 103
2'-6- x 2'-6- x 2'-6'j a,OOO I 270 I 230 I 200 I 177 I 144 I
2'-6- x 2'-0", J'.(l1 4,800 I 324 I 275 I 240 I 212 I 172 I
-Note s:
Iso<a:ed F ootmg ,s a poured conerele 'e<:langvlar sol1d (lef191h x Width. De\llh).
Stall on grade must be n"", or ,n good condition,
Pre--Cast Block Footing
?re<ast fooung clod< 1'6",16",4-) at 24' below grade w,th 80 # cag pre.mix conae'e and bacl<fllled \0
grace.
Dimensions
I Uplllt I
Rating
1#1
I 1,7:' I
I 1,819 I
I 1,9\)' I
54
57
60
Maximum Atlributable Roof Aru in Square Ftet
I 87 I 75 I 57 I
I 91 I 79 I 70 I
I " I ~ I n I
102
107
1 '2
(1)80.~gs
(2) 80. ~gs
13) 80. ~9S
Table 2,2.2: Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings, ALUMINUM POSTS
Aluminum Post
Wind Load: I 102 MPH I 110 MPH I 120 MPH r 125 MPH I 140 MPH
I Appli.d Load = , 17 "'SQ, FL I 20 #lSq. FL I 23 #lSQ, FL I 26 ",Sq, FL I n "'Sq, FL
Maximum T Allowable Roof Area In Square Feet for Vanous Loads on Post
Height I Load in Lbs T 3", J- x 0,09\)" Hollow Extrusion. Aluminum Alloy 6053 T~
lr.1V I '5;11l4 I JU:> I L~,lI h ,:D I ,~,. I "0.
1~.1V I J,5Slf l' ZZ. I '"4 :,O~ I l:"r I ".
l~'IV I 3,024 I ,,8 I '0' I ~3' I "0 I "'>
('IV I Z,,;Oij I ,,,J I ~ I ?>l I 01 I "
Height I Load in Lbs i J- x J" . 0,125- Hollow ExtruSIon. AlumInum Alloy 6063 T ~
,~.~ I 0,"':[ "1 .l{J7 I ;>40 I Ji)1 I "00 I .;b
"0" I :''',b4 I j()5 I .~9 I "", I 1~" I '0.
'0' I 4,UJl I 4~' I "u. I ", I"~ I ,,0
"u.( I JJ)2.. I 10 I ''', I 1J' I "0 I '.5
H"ght I Load in Lbs I a- x a- x 0,125" Hollow Extrusion. Aluminum Alloy 6063 T~
,:...~ I 9,312' I '~ I 400 I 4lJ5 I 3~ I i\jl
10.:J i 0,;;04 I 41 I .>4S I :;04 I .;b~ I ,,',0
"'" ! ',4Jl I 3';0 I 4,2 I ,,'0 I LV,. I IV
,.>-<j 14D74 I .4\J I <\)4 , ," I " I '<.1
I
I
I
i
I
1
I
I
I
I
I
I
~~
,l-<J
;>4-<3
l,i~tJ
4,1
o,"'-Xl
.;,,4
.)01
20b
,,11
,~
I
I
I
i
,,"
",,,
110
i,)I
010
4,
-""
. Coo
.>01
4!1V
"0'>
<00
:~
:~
"'V'
4(;,
,,)~:)
.>QU
'" ~
~~4
,,)~o
~ l'
""J
"I~
4i~
,,'
"';':1
Table 2.5: Allowable Spans I Heights for Aluminum Pans
Utility Shed Roof or Walls
11,1/4" It 1Z"' It 0,026" Panel
Wind
Region
102 M.P.H.
110 MP,H.
120 M.P.H.
Overhang Condition
NONE I 1'.o~ I 7:-O~
T-4- I T.7" I 8'-4-
0'<;; I T.lJ' I T.'[1'
0-4" I fi.T I T$
'.11Z' x 12"' x 0,025" Panel
WINO T Overhang Condition
REGION I NONE I 1'.0" I 7:.0"
102 MP.H. I Ii.s" I Ii-S" I '1-4-
110 M.P.H. 1 T.cr I 8'.lJ' I Ii.cr
I '20 M.P.H. I T.3- I TJj- I 8".J"
I '.1/4" It 'Z"' It 0,037:' Panel
j Wind I Overhang Condition
Region I NONE I 1'.0" I Z.o"
102 MP,H. I 8'.,' I 8'-4- I '1,,"
, 110 MP,H. I T J3i' I ,.cr I 1iJ3i'
I 120 MP,H. I 0" 1" \ ,.3- I 1S.lJ'
1.1/Z'lt 12"' It O,03Z' Panel
Wind 1 Overhang Condition
Region I NONE I 1'.0" I Z.o"
102 MP,H. I ';-4- [' '1J3i' I 10'.1'
I 110 MP.H. I ?j.T I 8'.1[1' I ';.S"
I 120 MP.H. I T.l'- I 8'.J" I Ii""-
3~ x 1Z' x 0,025" Panel
Wind I Overhang Condition
Region I NONE I ,'.0" I 7:.0"
102 M.P.H. I 13'.11" I 14'.," I 14J3i'
110 M.P.H. I 12'.1[1' I 12'."" I '3'.S"
120 MP.H. I ,1'.1'" I 12'.'" I ''l.T
Room Red Panel span :'W' as shewn on cJra-Mr-gs
Note: To dOuble span Install 2'" x 2'" x 0036" Extrusion at Midspan
3" x 1Z' x 0.03Z' Parl\!l ,
Wind I Overhang Condibon
Region I NONE I 1'.0" I Z.o"
102 M.P.H. I 15'.5" I '5'-6"' I ',S.""
110 MP,H. I ',4'.2" I 14'-4- I 14'.9"
120 MP.H. I ',3'.3- I 13'.S" I ,3'.1[1'
Table 2,3: Schedule of Post to Bum Si.te and Number of Thru-Solls Requir&d
Aluminum AHoy 6CJ6J T"
Sum
Site
r x J- I o.oSO"" Hellew rilt
r ll: 4- l 0.050"" Holle.
r I. C"l 0.03S" II: 0,100" Sell Maan; Beam
r.. 6-lIt O.OSO"" x 0.120"" Self Mating s.e:arn
r x .,- I O.OSS" I O.~2'O" Self Matmg Ct.m
r J: a" x 0.07r I O.L:4" Self M~bn~ $eo,,"
r x r II: 0.012"' ll: 0.214" Setf Mating Seam
Z":l 9"" I o.oa2"" x 0.3-06" Self Matm; Beam
I
Minimum
Post Sil..
l:r. :r, 0.060- Seallo~d
l:r. J", 0,060"' Seallo~d
I :r. J-x 0.060"' SCo\II0P~d
\ J"1. 3""1. 0.06Q"" SUlloped
I :r . J" . 0, O!l:r
l:r . :r x O.OS:r
1:r,J-xO.'25"
IJ".:r.0,'25"
Table 2.6,1 Allowable Stud Heights
Utility Sheds Framed With Hollow Aluminum Extrusions
6063 T -6 Aluminum Alloy (Fb ., 15,000 psi)
I Load Condition
'10 M,P,H I 120 M,P.fi I 130 M.P,fi 1 140 M,P.rt
23 . I Sq. FI. 1 25" I Sq, FI. I 29" f Sq. FI. I 35" I Sq. FL
Z" x X' x O.O~X' Hollow Ex tnJ30n
6",10" 1 1l'.4' I 7'.11" I 7'.1'
7'-3- I 6'.10' I 0.5- I 5--"-
Z- x X' x 0.0:15- Hollow Extnl:sron
Wind Load
Applied Load
LOi" Wioth
, 1""
24-
Load Width
~15-
I 24-
Load Width
I '02 M.P.rt I
I 19. f Sq. FI. I
I
!l.r
7'., ,"
Hj."
8'.3"
16- i
24" i
Load Width I
,,'.,..
3"';;-
16-
I
I
'2'.,. I
9'.10"' I
2'-
9'~- I Il'-a" I 8'.3"
T..,- I T.'" I 0-<3"
Z'" x r x 0.044- Hollow E.xt:nJ3Ion
,c-."
9'-5"
7'.""
I
I
r x r x 0.055" Hollow Extn.lson
8'.1'.
T.4'
6".3-
10'.11" I
6".'1" I
I
I
9'.10" )
T.'" '1
'C' .4'
e-.s-
Table 9,3: Allowab~ Loads On Screws And Bolts
{As Recommended By M.n\Jfacture~
\ St:lf.Tapping and Machin. Screws AHcwabte Loads Tensile
Strength 55,000 psi: Shur 2a,OOO p:si
I, Singl. She~r .. I
Ilbs.)
I >>< I
I 418 I
I 576 I
, 734 I
I 75' i
I 1.253 I
i 1,586 I
Screw Diameter
I ...,
I
I
I
I
I
.10
"2
.1a
114-
Sl16-
:liS"
Double Shear - I
(Ios.)
568 I
836 I
i
I
I
I
I
5215
528
Wlthanwal IIbs.!
157
209
',152
1,-'<>8
288
:x>i
:;eo
,522
2,50S
3,710
Wood Lag Scr.... Loads
Using Southern Pine 5.(;" 0.55 or ~ui..t.nt 1.1/X' Th,ckness
I Single Shear I Double Shear
Ser.w Oiam.ter Ilbs.) Ilbs.) WIthdrawal
11'- I 170 I 235 I 396
SI'5- i 2'0 I 355 I 624
:liS" I 240 I 480 I 7, 2
I
I
(Ibs.) I
]
Concr.te Screws And BoHs In Concrete, Brick or C.M,U.
(Embedm.ntl1lu:sl Se i Minimum of '.'1X' Thicl<ntss With '.1"- From Edge)
I 2.000# C<>ncrele I J,ooc. C<>ncr.te
T.nsion (lbs.1 I Shear I ,.nsion (Ibs.l I Shear
i57 I 319 I 825 I 352
1,057 I 818 I 1',84 I 898
"...3 I '4~3 i ,776 1'503
Sea..., Diameter
11'-
Sl15-
:liS"
Aluminum FUvets WIth Aluminum Mandrel
Screw OiaJ"T"teter
liS"
Sln-
3/15--
I T.nsion(los,) I
129 I
187 I
262 I
Aluminum Ri...-ets with Aluminum Man(jrel
I Scr~w Diamct~ !
I "a- I
I 5In- II
, 3/16-
Tension (ll>s.) I
210 I
340 I
"'5 I
Shear
ns
263
375
Shur
325
490
720
SIngle Shear Scn!WS Fy = 35 . 40 k . I Y'eld S\length
- Ooutlle St-.e", Screws Fy . SO. 54 k . , Y,eld SIre<'9\h
- All carrei """"'~, Cew IndyStrlal Oualrty Use manu1'ac1u'"". 9"P 'OIn\I" 10 marct1IOla/ "'i'
Ihod<t>ess 01 con.'>e<:loon Use ct'.;oI1 To S"""" screw U S '",et suO>!rtut"'" 01 an<:t'OI
sDeOfJtatlOl'1S ., Ol'awtn-;s
. ThN-<lollS 9 L-o.'l'-
114-. :lI...
2
2
2
2
3
J
1-4"
5'-<)-
8'.,-
5'-7"
8'-9-
7'.2"
...J
<(
rn:::l
OZrn
W<(W
:r:~a3
rnZ.....
1-......
06S,2
rnrnO)
cr:wZ
WOO
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()cr:W
O:::lrn
~0~
o..:::l<(
cr:
rnl-N
I-rnz
o::~O
O:::ll=
o..Z()
cr:-W
<(~rn
():::l
...J
<(
"
I-
W ~_
f'\' :5 s:
u.. V) ~
~- ~ rt .-
~ U ~,.....
Q)~~~'"
C",O"-""
C~\:~:g
Q)~<~;;
en .... ~ 2S ,-
.~",:;;;
W~65e
Q)~~S:~
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~Q) ~ ; ,u:j,\
L- O!: a:l J'
3 _ q
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I; ~K":~ 1999
U SHEET
6
OF
7
.'.
PAN ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
SEALANT
HEADER (SEE NOTE BELOW)
#8 ~ 9116'" S.M.S. (3) PER PAN
ANa l1) AT RiSE/\
#10" 1-112" $.M.S. (1) PER RAFT'ffi
OR TRUSS TAIL
ROQF PANEL
#10x 314' SoM.S. AT 12" ON CENTER
#819116'" $,M.S, (3) PER PAN
ANO(1)ATRiSER
AlTERNATE CONNECTION:
#8" 1-114' SCREWS (3) PER PAN INTO
FASClA rrlROUGH PAN BOXED END
EXlSllNG F ASClA
ROOF PANEL TO FASCIA DETAJL
/
'//~ / /
/ / J,-
//~/fT~_'
, / ' ','
. / 1j:'~ j
2::,,-"":""
<'W'l
<1;.0..;.---
HEADER (SEE NOTE BELOW)
#8 x 9/16'" S.M.S. (3) PEH PAN
AND (1) PER RISER
FOR MASONRY USE 114' x '.1/4" TAP-CON
ANCHOR OR EQUAl AT 24" ON CENTER
F....." .":: ~"E #1~ ~ ',112" S.M.S.
')R '1';000 SC<l2vVS ~T '2" ON CENTER
ROOF PANEL
#8 x 9/16'" S.M.S. (3) PER PAN
AND (1) PER RlSER
EXISTING HOST STRUCTURE:
WOOO FRAME. MASONRY OR 011iER
CONSTRuCTION
ROOF PANEL TO WALL DETAIL
ROOF PANELS SHAll BE ATTACHED TO 11iE HEADER WI11i (3) EACH #8 x 112"
LONG CORROSION RESISTANT SHEET METAL SCREWS WI11i 1rr WASHERS.
AlL SCREW HEADS SHAll BE CAUU<ED OR SHAll HAVE NEOPRENE GASKET
BEnVEEN 11iE WASHER AND TI-iE PAN.
PAN RiBS SHAll. RECENE (1) EACH #8 x 112" SCREW EACH. 11iE PANS MAY BE
ANCHORED 11iROUGH BOXED PAN WITH (3) EACH #8. '" OF 11iE ABOVE SCREW
TYP'=S '-ND 11iE ABOVE SPECIFIED RIB SCREW,
NOTES:
r-
',' FASC:A (MINIMUM)
aREAK FORMED METAL
SAI.4E TI-lICKNESS AS PAN
(MINIMUM) ANCHOR ,0
FASClA AND RIB OF PAN
AS SHOWN
#8 x 314' SCRE,'v'S @ 6' O.C.
#8 x 112" SCREWS @ 6'" O.C.
---
I
,
-J
+
---
---
HEADER (SEE NOTE BELOW)
#8 x 9116" S.M.S. @ 8" O.C.
ROOF PANEL .'
FOR MASoNRY' USE 114"" '.1/4" TAPCON
ANCHOR OR EQUAl @ 24. O.c.
FOR WOOO USE #10 x 1-112" SJ.l.S. OR
WOOD SCREWS @ 12: O.C,
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR ornER
CONSTRUCllON
ALTERNATE ROOF PANEL TO WALL DETAJL
,.
,
ROOF PANELS SHALl. BE ATTACHED TO 11iE HEADER Wl11i (3) EACH #8 x 112"
LONG CORROSION RESISTANT SHEET METAL SCREWS WI11i 112" WASHERS.
AU.. SCREW HEADS SHALL BE CAULKED OR SHAll HAVE NEOPR9<E GASKET
BElWEE1'ol11iE WASHER AND 11iE PAN.
PAN RIBS SHAll RECElVE (1) EACH tIS x 112" SCREW EACH. 11-IE PANS MAY BE
ANCHORED 11iROUGH BOXED PAN Wlrrl (3) EACH #8 x 1" OF TI-iE ABOVE SCRE'N
l'fPES AND 11iE ABOVE SPECiF1EO RIB sCREW.
NOTES:
COMPOSITE ROOF ANCHORING DETAILS
~
EXISTING TRUSS OR RAFT'ffi
tIS x 9/16" SMS SP ACED AT
8" O.C. B011i SIDES
ROOF PANEl.
1#10 x 1.1/2" S.M.S. OR WOOO
WOOD SCREW (' ) PER RAFTER
OR TRUSS TAiL
1#10 X 314' S.MS, OR WOOD
SCREW SPACED AT 12" O.C_
#8 x 9/16'" SMS SPACED AT
8' O,C. B011i SIDES
EXISTiNG F ASCA
ROOF PANEL TO FASCIA DETAIL
~0
/ A ~'~L
~ il;
"- Q
!
~. ,
~
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR 011-1ER
CONSTRUCTION
#8 x 9/16'" S.M,S. SPACED AT 8"
ON CENTER B011i SIDES
r: ~~
FOR MASONRY LiSE 114" x" '/4" TAPeON
ANCHOR OR EQUAl ,\ T 24' 0:' CENTER
FOR WOOD USE #10X 1.112" S.M.S. OR
WOOD SCREWS AT 12" ON CEN'iER
ROOF PANEl.
#8 x 9/16'" S.M.S. SPACED AT 6'"
ON CENTER BOT'H SIDES
NOTES:
ROOF PANEL TO WALL DETA1L
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR 11iE SU~ ASClA
FRAMING 'MiERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSiDE THE TRUSS
BUTTS. SU~ASClA AND THOSE AREAS SHALL HAve DOUBLE ANC'rlORS
AlL SCREWS iNTO T'HE HOST STRUCTURE SHALL f-'AvE MINIMUM ',114' WASHERS
OR SHALL BE WASHER HEADED SCRE\\lS.
HEADER INSIDE DIMENSION Sl"All BE EQUAl TO PANEL OR PANS"l", 11iE WAll
11iIGKNESS SHALL BE THE THICKNESS OF THE AlUMINUM PAN OR COMPOSITE
PANEL WALl. THICKNESS. HEADERS SHALL SE ANCHORED TO THE HOST
STRUCTURE WlTI-I ANCHORS APPROPRlATE FOR THE MATERlAL CO~NECTED TO.
THE ANCHORS DETNLED ABOVE ARE !3ASED ON A LOAD FROM 120 M.P,H, FOR
SSC SECllON '606 feR A MAXiMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
11iE HOST STRUCTURE.
1-- . 6"
uJ
cz:
::l
>-
()
::l
cz:
>-
rn
>-
rn
o
J:
i ~
~I
< j--
(J, I i
~ I /' ,
::;UJ'~
ii5 /\,1,1" i
~~~.~
. ".
10"
tIS x 112" AlL PURPOSE SCREW
@12"O,C.
,It
I
I
I
I
i
,
i
BREAKFORM FlASHING
\
\
\
\
I
I
/
J
3" COMPOSITE ROOF PANEL
SEE SPAN TABLE
FASTENING SCREN SHOULD BE A MIN.
OF 1" BACK FROM THE EDGE OF Fv..SHING
--.J
.
ALTERNATE DETAJL FOR FLASHING ON SHINGLE ROOFS
,. A.ASHING TO SE iNSTALLED A MIN. 6" UNDER THE FIRST ROW OF SHiNGLES
2. STANDARD COiL feR FlASHING IS 16'" .019 MIL COiL
3. FIRST ROW OF NAIlS WlU HAVE TO BE RE.'<fOYED TO INSTALl. A.ASHING PROPER!. Y
4. FLASHING WIll. BE INSTALLED UNDER. THE FELT PAPER WHEN POSSiBLE
S. HEADER. WIU BE PUTTY TAPED AND CAUlKED EVEN THOUGH A.ASHiNG IS TO BE INSTALLED
6. IF 11iE DRO? FROM 11iE EDGE OF 11iE SHINGLE DOWN TO THE TOP OF 11iE HEADER IS MORE
THAN 1. THEN THE DRIP EDGE WIU HAVE TO BE BROKEN TO CONFORM TO THIS DRO?
7. 'WHEN USING FLASHING THE SMAlLEST SIZE HEADER AVAlu.BLE SHOULD BE USED
12" .03 MIL ROLl.FORM OR 8" BREAKfORM is BEST SUITED FOR HEADER SINCE IT KEEPS
THE Fl.AP UP OF THE HEADER BACK FROM T'HE EDGE OF THE FlASHING
8. 'MiEN SEPARATION BE1WEEN DRiP EDGE AND PANEL FLASHING is REQUIRED
112" SEPARATION MINIMUM
9. STRIP SEAlANT BE1WEEN FASClA AND HEADER PRIOR TO INSTAllATION
NOTES:
1. '....HEN HOST STRUCTlJRE is MASONRY
USE 1/4" x 1-1/4" DRIVE PiNS OR
1/4' x 2.114' 11iUNOERBOLTS
2. FASTEN THE EXISTING SUB-l'ASClA
TO RAFTER TNLS FIRST Wl11i
#10 x 3" S.M.S.
PAN ROOF ANCHORING DETAILS
RIDGE eN> SEALANT
HEADERSANO~ANELS ON ~ PAN HEADER
B011i SIDES OF BEAM (BREAK-fORMED OR EXT.)
FORGABLEDAPPLJCATION _ I ;-- #8x9-~6"S.M,S.(3)PERPAN
, _ - ~ &-::::-- AND (1)AT PAN RISER
~ I
i, /
i
~
i
\
~ PAN OR COMP, ROOF PANEL
AlTEI<.'lATE CONNECTION:
#8 x 1,114' SCREWS (3) PER PAN
,NTO BEAM 'THROUGH BOXED
E.'lO OF PAN AND HEADER
ROOF PANEL TO BEAM DETAIL
#8 x 9/16'" S.M.S. (3) PER P~' /
AND (1l AT PAN RISER ------'
#8 x 9/16'" 3.M.S. (3) PE.q PAN
AlONG PAN BOTTOM
+
ROOF PANEL (PER TABLES)
SECilON 7
,
~
NOTE:
WHEN FASTENING PANELS OR PANS TO
WOOD PLA.TES SCREWS SHAll HAve A
MiNIMUM E.l;lSEDME."<T OF I"
FOR COMPOSITE ROOFS: I \ FOR PAN ROOFS:
#10 x (t + 112") S.M.S, Wl11i 1-1/4" ~ 1- (3) EACH #8 x 1rr LONG S.M.S.
PlAMETER FENDER WASHERS l PER ~2" Pi\NEl.
@ 12" O,C. (LE."'G~ = PANEL
THICKNESS + li@RooF BEARING . SUPPORTING BEAM
B.E~ENT (SHOWN) AND 24' O,C. @ (PER TABLES)
NON-8EARING ELE~ENT (SIDE WAlLS)
ROOF PANEL TO BEAM FASTENING DETAIL
(1) #8 x lrr WlTI-i HEAD S.M.S.
TOP OF EACH RISER
1i10 x 1.112" WASHER HEAD S.M.S.
Tl-lROUGH BOX HEADER 12" O,C.
,NTO HOST STRUCTURE
:lOX HEADER
:lEAD OF CAULKING AlONG ,OP OF
:lOX HEADER
/~
r
ROOF PAN
(3) PER ROOF PAN #8 x 3/8.
wi HEAD S.M.S. O.C. iNTO BEAM
(3) PER ROOF PAN #10 x 1" WlTI-I
S.M.S. THROUGH ROOF PAN AND BOX
HEADER O.C. iNTO HOST STRUCTlJRE
PAN ROOF AND BOX HEADER
FlASHING 0.024 OR 26 GA. GAl.V,
~
I
I
I
I
~
@
@
2"x 2"x 0,08" x BEAM DEPTH
+ 4' ATTACH ANGLE 'A' TO
F ASClA WI11i 2-318" LAG
SCREWS AT EACH ANGLE
MIN. 2" x 3" x 0.050" S.M.B.
(4) #10 S.M.S. AT EACH ANGLE
EACH SiDE
A = WlDT'H REQUIRED FOR GUTTER
B = OVERHANG DIMENSION
~A-J
BEAM TO WALl. CONNECTION:
(2) 2" x 2" x 0.060" EXTEHNAl. Y MOUNTED ANGLES ATTAeHED TO WOOD WAlL 'Mrrl MiNIMUM
(2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 114" x 2-114" CONCRlITE ANCHORS TO CONCREl1O QR
MASONRY WALl. ADO (1) ANCHOR PER. SIDE FOR EACH INCH OF BEAM DEPTH lARGER THA.'(3.
(AlTERNATE) (1) 1-314' x 1-314" x 1-314" x 118" INTERNAl. U-CUP ATTACrlED TO WOOD wAlL Wl11i
MIN. (3) 318" x 2" LAG SCREWS PER. SIDE OR (3) 114" x 2.114" CONCRETE ANC'rlORS 'TO CONCRETE .
C'R. MASONRY WAlL ADD (1l ANCHOR PER. SIDE feR EACH INCH OR CONTI LEVERED BEA'.4
DEPni lARGER THAN 3"
NOTCH ANGLE OPTIONAl.
RECENING CHANNEL OVER BEAI.;l
ANGLE PROVIDE 0.060" SPACER
AT RECEJViNG CHANNEL ANCHOR
POINTS, (2) #10 x 2-112" S.M.S.
AT RAFTER TNLS OR 2" ON CENTER
lMX. WITH 2" x 6'" sua F ASClA
MUST RE.'MJN FOR ANGLE
STRENGTl-l
2" x 8" SElF MATiNG BEAM WI~
(4) #10 SHEET METAl SCREWS AT
~ ANGLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
..J
-<
:)
Z
-<
rn~
D::z
:s: g
o rn [B,
Ull.J....J
QOaJ
rn ~
~ll.Jr-
0..C!:r--
od~z
cnOQ
~ ~ t),
o r~ ~
0.., '" ""
O:::z
-<:)
Oz
~
:)
..J
-<
f-
, ;z:
W ~_
. -J N
a. ~ ~
~~ ci ~
-U '"
Q)f-<'"
C;z:z;!<o
CUJP<ojl
< :;: '" <0
~a~;~
1,.,1..,I ~ CD""
tur-_
,>>-uJ;5
W~a5e
Q)Q:~~~
"UJ<oClJ"-
\.J.I..UC"'I....,I
CZ"'ClJ
-)(i-
Q) ~ 0
L.. ~ 'ell
3;:'::0
oj ~ Ii
-Iu
.. /
7A
OF
7
fI
'1.--1
~
12"
f
1
,(
12" WIDE x VARIOUS HEiGHT RISER [INDUSTRY STANDARD] ROOF PANEL
x .. 1
Table 7,1,1: Allowable Spans for Industry Standanj Riser Panels for Various Loads
Aluminum Alloy 3105 H.1 4 or H.25
5er a netS
'.;pen UIlQlngs
Ovemang '-onOltl on
f'-.J" l:-o~ ~ ..;;"
o~, ,.:J ::I-d
I
I Nmd
I Region
I 102 M,P,n. '
I no M.?M.. !
; '2D M.?:-i. ,
i '25 M.Pn.
~ M.?H. I
: ,...pplled I
Loa d ; .'~UNE: I
n :)-J""
.:::0 j'~ I 0-"
ZJ .;-:;) I ':J-:r
.5
n
,.,;
O-O~
0.1
~"':
~.,
4~.~
.(T
I ,-I
,n
4-U" I Region
'~2 Mi.?H. I
I '.1
'i:-d I' . i
..;;: ' ?5 M.P.H. 1
:f::J 1'40 M.ioI.H. I
~C10se Ullo\ngs
mang ",on ltlon
I'iONe: I '.,"J Z
I 4.'
'i,
: 0."
~
I
pp Ie
load
29
,.
., 1 . I
~ .;~': ;'~1
,.,=
::l.,j
~Z' I i).0,5 '<Jser ~anel$
,-';.en Buudlngs Enclosed :iuIIOjn~S
Nlnd Applied I Uvemang t:.onoltlon I ,"md ,Applied I ~'Vem,ang C.;>nolllon I
RegIon Load ~ONE i 'I.a- Z..rr J4' 4-0" 1 Region i load ~ONE 1 ,.q Z.q- J'-O" I 4-0" 1
'O;'M.?H. ,,', -:. :f....4 3-0 1C"ir:r1102r-:1.P.:-t' 2.9 :j.f :..'" :.'i 'f-..) 'i-T~
h1~-, ,~~:--- ~'----r:TV'-----:~ :--;u-~-u..~'. J5 I ~., I ,-\" :.)~ :.I~ i '1''';
I ~20 M.P,:-;' -:s --p - O::;'--I.~:J-d 1(J-,: '2~i '-~4'r ~.~ :)., o-r ~~ 7=Yl
I 125 M.?H., '2'b - :.,~ . o-J t -~ j.:l :1'." 1 ,~:~ ~ I 4-0 ,-., 0-0 -""'7=ri
[1'4a MY.M. I "Jr ,- i :)-d 0-0 -,I-1:4O M.P.H. i;.o 4-V"' 4<? :l-C 3".11~ j
~'7"'7]_--cJ2" ";{Jser ?anelS
I ~pen oUHdlngs t:nclosed cuudlngs
I 'Nmd ' Appjjed; (JI.'ertlang Conoltlon WInd J Applled I Qvemang Conchbon
Region load \lG,"fc I , ~;:~.. ~..J 4-0" R.eglon I lcat1 j;1~c: , -Q ;:-0 J.{f
11'02 MY,I"t 17 -1:.41" ''''., , ".~ 102M.I".H. i 29 ~~h) -'-0 I j"..(S
; '10 M.P.M.. ::0 . -? -~ C~ ':"._. ',' ~,~.~,1 , ~,~..:',-~ ,I J.5 ,--0" -" ,.',' ~...>
I'Z0MY.i-l.1 ZJ ,~3 <!;.;r.. _ ,I./mrl1. 4' -:,
I 1.::5 MY.11. .:.5 0- ,0'" ,~ ~Ol" ~25 M.P,Ho' ~ I 4-'1 ,-:. i 01:;]
I ",4OM,P,ri. , .)2 o.~~ ,-J; :)o:l g." ~40M.P,H.; 56 .1-0 ,.. ,.j'
rT=17z .t ~Z x O.D'~" Rj~r I"anet$
O~n 6ulldlngs
I .....pplled I ~1vemang Conoltlon
Load ,~~.. Z.1JR J..J
17 ~..:.
'lD ,-0 'O.~;
2.J 0''')
...6 ,.117 '0.2
J2 ::-J I :)~
Nlnd
Region
11'02 M.?i-l ,
i "0 M.P.H.. :
i 120 M,PH.
11'~ M.P..'1.
ruo M.PK.
'.:l
~.. i
3"-0
t:f1Closed oUlldlnss
I Applied I Oveming c.:ondlhon
loaa ~:'.IE:, , -JO Z.v J ..:y' I
:S:l-? ",.W
:l5" ,:...... j'~ 0"
Wmd
4-00 Region
';'J.'-,J W2 MY,H. ,
IJ.;, "0 M.'?,rt
10-71"'-20 f.t.~.H. I
,.11 '" 125MJ>,H.
~., ~~rsRI
.,
4...a"'
:.,
...,.,
jo',
,.2'"
';~
::
~.,c
..,
,.,
t:.nclosed ~ulIdll"'';$
Ov~marH; Londlbon
~-o Z-J J-0
~.LI
I'\'md Applied i
4.::.0---: RegIon ' Load ~t:.;
'-./ I 'i021~L?,H. 23
11.[ 110M.P.ri. 15 , :;.,""
~fJ.'.j'" 1~.?,H. I 41
~IJ-Q tl5 M.P,H. I 45
1IJ."'~~;<;
"4
-;..-J
'j~
'j.1
'-3
:;.,
pp !e
Load
29
J5
.,
45
;0
Enclo:;ed BUHclngs
I __"eman9
.1
0-0
a.",
I ~-,
,4
I o.~
.2'"
':). "
,-0
,..
,.,
,.,
..'
,
40..lj" i
ilT.Z" I
'1~'v
i.t
:i.~
'1.,
, "'0
4:-<T
-J.'.j'" I
'1.:J I
'1.3- 1
:'l~
,.,
0"
I'"
, on
,4
1 ~.(J
0-0
,..
'-11=0--1
I 1\J4
;'." )
..11T I
tj-? 1
{.,i
n
.L
12"
f
L
^
12" WIDE X 3' RJSER INTERLOCKJNG DNDUSTRY STANDARD] ROOF PANEL
SEE INDIVIDUAL PANEL SPEC:FlCATlON (IN TABLES) FOR ALLOY AND THICKNESS
Table 7.1.2: Allowable Spans for Industry Standanj Riser Panels for Various Loads
Aluminum Alloy 3105 H,14 or H.25
Enclosed Buildings
Wind I Applied I
44" I Region Load: ~NE I
'4'4' 1'02 M.P.H. I Z9 I 9"."
:l5 ~4'
., r-rr
45 7"4'
56 s+r
Ovemang Condibon
1'.qo Z.qo ;r-<T 4'.qo
9'..4" 9'0"- ~O'-il": 'Z.;Z-
~.JO' .-r 'a.r ".-6"'
{.".. c~ ;;-~ ,,'.,"
,., 3'-4" ?-f5' ~a.1(]',
5'.'0" r.~ 3'.~1" 10'-4" I
Wind
Endosed 8u-lldings
, Applied I ~rtlang Condition
Load :~.JQs~:-;;..("';T"l.l).:- t:ir :-4"~
.~ I ~(1~ I ~0'.117' '1'-4"~ 'Z-T ~3'-4" I
35 .-rr ..,,' '().e' '1'.') 'z.r
'1 6'.i,'" I ~-Z' 3"01(;' '0'.9" i .Z-cr- I
45 ~.r 15." i 9".5' 'a.S" ','-rr i
56 7"-rr 7".'" I ~-rr ,." '''.,' I
i 4"-IJ" i Region
'o-(]" i '02 M.P,H, 1
~~-Z' : 15'.," I 110 M.P,K, I
13'-4- I 14'.5' i 120 M.P,K. '
'Z." I ,;r,'1T i '25 M.P,H. I
"'... 1'2"""1140 M.P.H. I
I r. ,2" . O.OJI" Rise' Pane..
O;>en Buildings
Wind I Applj~d' O....emang C<lndition
Region Load j NONE I 1'-a- 1 Z-a- I ;r-a-
1'02 M.P.n. I 17 ',S'-5"' 1 ,S'-rr I '5'.,,' i 10-6"'
1110 M.P.H.; 20 ~4'-r ; 140-4- ! ~4'.~ 1 15'.S"
120 M.P,n. I 2J ,;r.r 1 ';r.5' 1'3'.'(]' ~ 14'-rr I ,5'.JO' 1 '20 M.P,H. I
125 M.P,rt, I 46 1Z.S' i .z.r ~3'.,. i 13'.HT I ~40.'0" I ~2S M.P.K. I
140 M.P,n. 1 32 1".r I "'.') 1 ,,'.,,' i 'Z." i '3'." ' '40 M.P,H. i
~te: 70taj root ~ 'Mdt.'i = mom 'HI~ ptus 'NaIl 'Mdtl'i ph.S C\e(t',ar<].
4'.qo
14'.r
~z<r 13'.S'"
1~"1 ~Z.'ir I
45
56
..') I
~-6"' ,
'1'.Z' ~Z.5"
'().') l1'-rr 1
Table 7.1.3: Allo"',able Spans for Industry Standard Riser Panels for Vanous Loads
Aluminum Alloy 3105 H.28
~Z'o x 0.026 R.ise( anels
pen UI mgs I
I ,on I pp Ie e ,.ng n I on _ _J In 'pp Ie
Region Load ~~-a" i Zq I "J-fT I 4~1 Region I Load ~NE I
1fU2M.P.H. I 17 I '~'T5.o I ".r I :15./j '02);(
I :~~::~:I E ! ;,~.\~:! ~;~ I ;~l i ~E i ':l~, ;i~~~..;,:: ;~:~,!
1'4OM.P.H. 32 I "." I "." ! lZ.5 I':;::!" I' ::l I l;u:1f;\,~il'.\1 , 9"1 I
P" .. 12"" x O.OJZ' Riser ane 5
I open Ul IOg$
! , e ang ....on I on J ~ 10
i NONE I 1'-<T Z.a I ;r-I)- 4'-<T I Region
I ''':.~,.J
5'=Tf'l ' I -0
.6"-0
4:-<T
1IJ.,J.
l~l ,
,-rr
'1-0
{:r' .:c 12'" .:c 0.019'0 ~~r PanelS
openBU1!dlOgs
I WlI'ld I Applied 1 Qvertt.ang n I en
Reqlon Load. NONE I ,O-V ; Z-O- ! "J-IJ'"
rrOfi.d.?H. I 1 r : 1:r.1J~; 13".1; I 14.5 ! 15.1
! "0 M.?H.. I '20 I ',.T ,~~ I i4.'
1120 M.P.n. I I.J ,'~." lZ.1 I '2'-0 I 134
r-2SMY.H.! 26 ,~,." I ,,-4 jno,(TilZ-o
!14O M.P,n. I J2 I '().,' i 1a-J" I'I:.,IT! 11."
~mu'250 q.ser .....nels
I I".!pen oUlldmgs
I 'NIno ;"pplted I l..~emang Con<1ltJon
t Region LoaCl ~ 'lO~c. ~'-O 'Z.-Jo J-v
; W~ ~.P,:-1. H :f-3 ,-4 ~J-4
I 110 M.l"',H. 20 ., d--u '-'1~ =.~O
ruo ,"AY,n. 2J -.) ~.J 'j.'
~.~~:;:11T ,.,. ,.'1
f'4Oll:~J2 I ,.2'" ,., , 4' ,;"
~~Z ;.{Jser ,...anel$
I Open dUlJdlngs
I ',In ....pPI.e! ert'l..ng on ItlOn In
Reglon Load :-JQNE: I '~ZJT J-lJ 4-0 RegJon
1102. M.P,H. 17 ':1..4 ~:J.~', , ~~02 M.P.H. :
~OM.P,H'I 20 ~.I l8"o~cr '.:;1 I :;--0 ~i-~~~Y,H.:
J'ZQM.P.ri.1 2.J ,. 3".J S.'\1 ;I. I ,,-4 ) 120,'4'p,H.j
I 1:ci M.P,H., i 16 r-'1 a"::.s--;-~~5 M.P,H., I
~ M.?H., J2 I 'j.'T I I.' i....v i :O'~ ! 140 M.~,M. i
Note: ;ct~ r-::xX pane. 'Hfotn = room ''''"''elM plUS NaIl Mdtn plLlS C'~
".
, m I PP Ie
Region Lo~d
01l>l:~
I
I
rzs M.P.n. I
I 140 M.>'.H.
Note:
I::t1closed 3uw:ilngs
~ In ppl!e I vemang
I 4-0"~ Region Load ~U:'.lE., 1 -0 Z.{)
I '5.11 I 10a.p,H. I 29 i 'fl.;- , '0;" I '14:
I '~o'~ i no M~.:ar I g. ,r! i 1O'.J
I .4:..4 I 1ZIJ M.P,H., I 4' I i;f.i1 I ':f.' ij."T
i 1,J.g"" I ,2.5 M.J.1,H., i 45 I ~.:o I ~-'f -J.,
i 1~ MY.H. I 5& I T.l(]" ~.,
ndl;~n , 4-Q" ~
:~'2: ?'r. j
,,:4 , 2'-0 I
\1.'1 I -: ~ .11 J
~ tJ .5 " -d I
g~~ ~, ., .
<:n 0'"'
1095
'Ie ang
1'-0- I
i
Ort I on
I
I
. I I . j
':':: i ~~.; i ~,,' I
. I - ;" .n
I
16"~i"
~r4 12
on
.1
I
., I
I
I
I
I
I'
I
I ..
.-0
I I
Total cOO panel 'MotI1 = room 'Meth ;:Ius Nail 'Meth plus o.emar--..
J
l
^
l
1 2.00"
I
I
,(
INDUSTRY STANDARD CLEATED ROOF PANEL
Table 7.1.4: Allowable Spans for Industry Standard Cleated PanetS for Various Loads
Aluminum Alloy 3105 H.14 or H-Z5
.t ;.:. X _
__eare ane!s
pen uu Ings
\Ie ang onQltlon
\ In
Region
C1QOs.e Ulldm~s
pplle emang on I on
Lead.
.. ,
'4
'1'-rr
" oJ
'4
1,,0 M.P,H.I 20 3.<)- I S"-:i"" I 9'.:J~ ~rJ.':J~
:12Q M.P,H.I 2.J I .". I ?;-~ 3." 90"
[f".n.T. , 1-0
;~4O !.I.PH,I 32 ,.. ,.IJ' 7""0
~ anolS
I Ul lOgs
I I- In I ....eman; on Itlon
~egion ; Load r--v. I I - I Region
i102 hi.? H.I 17 I 'C'.-4W~ ',r'!./ ~ ",.,. I ~~.,' I '3'.'~ I,02M.P.H.1
T11'l.l.~~,-~ 1Q'-4 "'.J I 'Z.o i 110 M."H. I
~.P,H.I 2J 1 if,',' i 9:'Z: I ;:r+ ;:.9: i ',"""1'20 M.PH. i .,
iT""a M.P.R:1 2S I 3'.~ I a-I I ';'-4 : ,\0'4 I ,~.'" I ,2:5 Q.I'.R: I 45
,140 M.P,H.) 32 1';- i 7'.~o- . .~'.i I 3-8'" 1 ~~..J j 140 M.P.H. I 56
~-JJ4" x ~2" x 0.0:32 ~eated ,...anelS
upen BUlldlOgs ':tlClosed ::)Ulldlnq5
Wind I Applied 1 ~ertung CondItion I Wind I Applied 1 Qvemang I,..ondltlon
I Region Load! NO;'.E I ".q" I Z.::Jo : ~..\10 4'..0" Region. Load I NO~E I f'"-a"' t ,.::r J"-a
i102 M.P.H.j n I ~'.,) I n.:l I ,.,." ! ~Z-3 I i3'.ro"TlOlVp.H. I ,9 i 0-1 1 .::1.10 ';-0
1'10M.P.H.j 20 I 'a4" I,a., '1.": """j '3'.' 1 1'OM.P,H.1 35 ,.,1)' I ~.1 ,,"0' 3'.,(]' i
I ! :t . [T ~C'-o i 11.~ j 1Z-t I 120M.P.H. r 41 I {.-;- I ,-0 ( 3-.; ( ~-j I
j I" -4 I . 1 1 .11 12'.'. I 1ZS M.?,H., I 45 c.11~ .. 3.,
I I -J I ~". i ' I 0.' -:'-0 I -:) I ,
,.,
,.
: 10
j ;,.
,
I 0'') I
';l-(f i 10'.5~
s.
,~1.
,-0
"J -o~
=nczcse
IJIt mqs
. e ,an;
on ItJon
pplle
Lead
Z9
,5
, . ~ ..~
~-,
:.. ~ ~ w
,.r
.~
,-0
~~ ' ,.:;
Q.' 1 ~
:).';' I 0.'
I ~. ~ ~~
~ote: rota rod ~ 'Mdt.h = rt:'JIJn ....at.n ;:;4lJS ~J 'Mdth plUS C>et11anQ.
.,
7".10
'j."
9".~
: ,;;~
3".r I
..
! .
~-6
-l'
~
:),
Z
<
~
Z
<D
CiS(/)
UJ~
o oJ
[D~
o:::r--
:)Z
1-0
0;=
~O
I-UJ
(/),(/)
~
:)
~.
~
:),
-l
~
\~ .3' I
:r.,.-i
:~.;: I
" I
9".I(]' I
I
I
4,.q" ~
1,--i i
'1.2'" I
~~:~" J
(/)
0:::
UJ
>
o
o
o
;=
<(
a.
od
(/)
I-
0:::
o
a.
0:::
~
o
#
~
UJ~
a.:~~
:::-8~~
Q,) ... <' ""
C~5;!~
C<~~~
Q,)5<i"~
en ill ~ as ,-
,:>"';;;::5
UJ~55"l.
,"'xx
Q,)~:"w!l.<
UUj~...Ju..
C ~ ~.~
Q,) ~,o
'- W :xl
~~~
I~/
.'
78
OF
7
~r-I
UJI~
2::Q.
a':'1!5
'>\,----
~
Ji
w
ALUMINUM SKIN
E.?S. CORE
SIDE PANEL CONNECT-
TlONS VARY (00 NOT
AFFECT PANEL SPANS)
SElECT PANEl. DEP111
FROM TABLES j
48"
,/
COMPOSITE ROOF PANEL [INDUSTRY STANDARD]
Table 7.1.5: Allowable Spans for industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H,14 or H-25 1.0 EPS Core DenSity ;=oam
IT.. 43"" x '1.019" Panels
L' ~;2-'3U:;Q\n<.f~ ,_' _ t::.'1-:.."~d 3ulldln~$ _~
, - '(wind I Appltea j --o::;emangC'oiiOili<.-r. ,~'d :'P;:OIICQ I ~emd~g C.,)odllton I
\ R\;o;iof'l ' Load i ~NC.i ,:u-:-r~ Region load ~ Z--.J J"-iJ .1-0
~~p"F{-:--n i ".". '~Z-o ~3"-4 I 14-4 'MV~.r;.. Z9 ,., ~-4 I 9"~" ~cr.n 4'~ I
: ~~ ::~:~: ~ ! \~.~1 i ;~:~ ,f~.~;, ~~;~! ,;.~~~;~ ~ ~~ la.~ I :~ :.:, ~~ ~ 1
i 12S "'.PK., ,,5 : ..., ,.'G "J., -,,~ : 'Z-6 !:~ ~.PH., "" ':-:: ,., ::; ;.~. ~:;:I
I '40 ....P,K. J2 8'-8": 8'.11 ...., 11)'..,- "'."., 140 ...,PH., 56 ,-, ,.10", 3'-' . , " .~ ,
i~~24- ~a.nels
r-- Upen duuOlogs
~ ApPlied I Ovemang ~nQlbon
: Region ! Load : ~aNE; ,.Q' Z -0 3"-0
r'U21.L?"1~r~f""'i13".3 1 '.)-:J I ~,J-~J ,4.-r
f1'lJfK:?rt. I 20 1 ',Z."T : ',-:J , .,,-,. 'J-o
~20 MY,H. I 2J I" -:J " -, , ~z."
i 1251\1.1".11. l ~5 I Hl-~ ~J-" ,-0 ~,-4
I ~4O ....P,K. i n 3'-8" ;;.',1 'cr.., ,~.,
I J"".( 48" I. a.o:Jo'"' ;::laoetS
Open ClUlQlngS
~ At-'Olled I, c..vemang ';,.onolcon ,Nlnd, ....pplled
I Re9tOl Load I NO~c i "..J T-cr J'..J" 4'~ Region ' Load ~E
~~ ::::~:: ;~ ~~: '~-_~ '~~ 5~': ~;~~~: ~~~:~: ~ ";'~I
"1 ,~LJ I '3"-0 .:..0 .(- '4-"1'" ! ~:>-o , '20 M.r'.H. 4' ~J.'
~Z5 M,?J"'t. .:.0 'Z-:I ~C ...- .:.~~'25'liir,~,:-t. 04.5 1-0-
~~2 i,.:J ',--3 '4-4 '~-'" 1J." ~40MYH. ~ ~-;r
~"'lClOseQ aUlldm9s
{Vlnd
i 4'..t:r Region
I :~-o : '02 M.~.H. I
I ',~-4) ~ no !'.\Y.H_ '
\ ,~ZO ~.?rl. I
I i3"-sr:T2S M.P.H. i
I iZ./ 1'40 MY,K. ,
I ",pclled I
L1Ja d i ,'lQNe ,
29 ~(]-"
J5 ~.J
41 ~-(
45 ;'4
56 ' -4
OVerhang '....onoltJon
1-0'" 4.0" J-<:J-
'~:~ i ~~.\' i~,-:
:j-g ~C:-;:,
~-:J 'i. I ~iJ-Z"
4-0
'Z-li I
,
,~., 1
." -5 1
,~
I ~_
,-0
=.nclosed 3ullolnqs
'Jlemang l-ond.tJon
1.{f l..:)" J'.jJ- 4.J
:~; · :!.~:~ .:r~, I
oj-~:J" . (J-:J '.,..4 ,., 1
3. " i Q'-o ~ ---T 1
Note: -O'tal "':]0( D3f'reI \Md~ = "':X:lm .....ct~ :>IUS N3U ....an;:>lus Q'\Ertlo3r'lg_
i-.
"
[~
1
0.019" AlUMINUM COVER PAN OR
CONTINUOUS AlUMINUM SHEET
W
r
l
#8 X 518. CORROSION RESISTIVE
WASHER HEADED SCREWS AT 24.
O,C. ALTERNATE #8)( Si8. SMS
WI 112" DIAMETER WASHER.
TYPICAL INSUW\TED PANEL
NOTES: 1. iNSTAll. RIGID FCA'<4 INSULATlON INTO ALUMINUM ROOF PAN.
2. COVER INSULATlON WITH 0.0145' PROTECTOR PANel WITH OVERlAPPING SEAMS.
3. INSULATION PANel SHALL BE CLOSED WITH ALUMINUM E.'lD CAP TO SECURE PlACEMENT
AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR iNSECTS.
4. PROTECTOR PANel WIU BE SECURED BY #8 X 5/8. CORROSION RESISTlYE WASHER
HEADED SC:~EWS.
5. SeRB'! PATTERN WIU BE 12" ON All. PERiMETE.qS AND 24. O.C. FIELD ON EACH PANEL
6. ALUMINUM E.'lD CAP WIU BE ATTACHED WITH (3) #8x112" CORROSION RESISTlYE WASHER
HEADED SCHEWS.
Table 7.1.5: Allowable Spans for industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H.14 or H.25 1.0 EPS Core Density Foam
, 4 .( 48" :( 0.019""' ;;!anels _ '_'~)
Ope" 3.uIC:II.~gs .:ncfO'ieaBlii7""lngs -----.---J
i Wind : Ar~:red I .::,'emar.g C:~f'id~-"- ',Vlne. . Applied I Uvemang ~urr--l
I Regkn ! Load ~"F"iY~Zq : J.<J , ~,(j' I ,=\e9'on t Load I ~Nt: I , .q' I z ~ : :r-o ! 4'..(1' ,
!1onf.F.H., 17 . '-V- I ~q" , ',., . "0 ' '6'4 , '02 :~.P,K., 2ll I 'cr; I ';:": ' :~.,~ ' ;~'o: : ~:.:: I
: ;~~ ~:~ ",~~: ;;;.-:..;~~ : :~:~ ' ,;:; : ;;~ ~::~' ~ : ~~ : ;.~ : 3'.;~ : ,;,-,',,: 1Z:; ~
I 'Z5 M,P.h.; '"25 ~':..4 I nJj ~Z.iJ" i ~2.H.r ~'25 M,P.H. ~ ~ I o-r i a.'U'" i g<J i....<J ,,-~ I
l14oM.j-J.H. \ J.z 'r,.-, \ :lJ.~ \ '1;"-11 '~.'lJ"'\ 'z." ~ '40M..~.K... :;,0 t r.~ \ 1-1' ; 0-'5 \ "."1 '1,.,\ 1
I~ ,( Q_024' ~anelS
I u;len cualolngs I EnClosed BUildings
I Wind I Appllec, Uverr.ang Condlbon i Wind I Applied! ~vertlang ~ondl~Ol'I
I R.eglon I Load ~~~....-c-~.f"-'O'I Region : Load ~~E I ,'-iJ"' i l.JJ I J"-J 4..0"
i102M.P.H.I" ~...4! 15-0 ,~~.~lTl '0-0 11-4 :'02M.P.H., ,'i' i i'-~I"'" I \Z.~ I ,.)-, 14-J
I ','0 ...,~.H. I 20 :::.": ' 'C.J: ' ;C"'- ! ":~: ' '6".3 , 110 M.P,K., ~ ,'D'-ll', 1<1." i "., ,''''. 'J-<
~:M Q.P.R:!!J ,~., I r!=4 ,,']-'1' I ~4.:Q , 15.;) I ~zOY.P.H., 41 I 9".11 ! 1(]-'~ I 1C7-8"' i " -, ~ ~Z.'r "
I '25 M.P.H., 25 :,~, '.::" ',' 'T7""T"''S-J' ! ~o... ".r I '25 M.P,H. 45 /, 3".' I, "-0: ! 1cr.: ; r.~ ' .,m
~P,K.' J2 . "~ ".,0', 'Z--r , ,J., I '4OM.~56 a'S' il':a '1'_ 1;'_, m-j
I 4 I.. 4r J; IJ.UJU'" l""anelS I
i Upet". dUlldll"oQ$ t:nC10SoeO i3UIlQIOgS
i ,In I ppllec 1 e ang ndl on I \ to , ",pp Ie emang on<1luon
I Region Load ~E I ,....y' ,-0 1 T~ Region I Load ~NE I ,.-0'"' ,-C' i ~-o-
1102M.P.H.j " 'I.-F I ir.'ilT, tl".Z" I id'-cr '9'".~ I 102 M.P.H. ~ J 13'"-1 ,1J..(:f' ',4.Z" i ~4.',v!
I "OM.P.H_I lO 0-4 I '6'.~ 5'. ,0'" i ir.J '.6'-;;: ':_1101lJ.P.H.1 J5 I 'l"-4~ I ~Z'-o ":z.n I \~-~
! 120 M.P.H., ZJ :'h) i5-4 i~-3'" 16-4 '".Z"; 'ZOY?H.! 41 1 "-5 ! ~'-r ,., I '",."
n'l5M.?H. I .:.'0 ... I '.~-o I 4.;u: '15-0 5'.;:,. '2.5M.?H. i 45 I 'C"-" 1 ~1.1 ,~-, ',,-;:, '3-0
; ';40 M,?H. i J~Z.l, 13.' ~.)-O 14-3~ 15'~Z" I 140 M.P.H.; ~ I '1-T ~." ~O-( I ,~ -~ Ii";"
J
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ATTACH SHINGLES TO COMPOSITE ROOF PANEL
WITH iNDUSTRIAL ADHESNE .
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ALUMINUM FACiNG
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EXPANDED POLYSTfRENE OR POLYlSOCYANURATE
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ADHESNE is USED FOR ATTACHMENT
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