HomeMy WebLinkAbout00-9311
BUILDING PERMIT
,.--
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09311
Eo
BUILDING ~L. p~_.- M~IL.AL
P,"perty Own., ~ f /;;&d. \. !~:!p-<.-
Job Address: -.E _ ~ _7 -- t:/4<.
Parcell.D. # /0 - ~" -01-1- 0 0 /0 - /~ ~t)o- 0/1 D
Date
-3- <{-OD
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Descriotion of Work
Radon Gas:
NO OCCUPANCY BEFORE C.O.
FINAL
3--/ _DZJ
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
~~\tt \ z.p.:> 0
o ?J
Valuation or -
Contract Price /, ~ ~ 0 .
c.o.
DATE
Inspector
City License Registration #
~9
~
~Si~_nature
~mpany
A~dr.e&6
CTelePhon-;,
~
7~1" -r??A2r-
State Certified Li~se# .
!r~~:- . J<~1t
BUILDING
ELECT~-
--
PL~
."
M~ftAC
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
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.
APPLICATION FOR PERMIT
CI'l'lC OF ZEPJllCRlIILLS
BUI LIHNG OEPAR'l'MEN'l'
~;'1'E IU!:CEIVED '2 (16 (00
PLANS IUl:Vl:J:W I'EIl
PASCO PERMIT SERVICE
813-788-5314
OWNEH's N1\ME -Eloyd
JOB 1\lJlJRESS .3 "B 0 Z 7
She Hers
f' It
('~ Ave,
PHONE
.,
Zeph'f"'~i\l5) Fl, 3354-1
BLOCK SUBVIVISION W I ~te r l..s M, H. P~rk
LE:G1\L VESCRI PT ION: LOT (S)
P1\RCEL IV" lD-2lD-2.l-0010-l2.'800-011D
(OBTAIN FROM PROPERTY TAX NOTICEI
WORK PROPSEV: ONEW CONSTRUCTION
~IHJlTION
01\LTER1\'1'ION
o REPAIR
o INSTALL
Os 1 GN
PROPOSElJ USE:: ~L F'1\MILY lJWEI,LING
OCOMMERCI1\L
o MOVE
o DEMOLISH
OMULTI-F1\MILY
0" OF UNITS
o SWIMMING POOL
o MOBI LE HOME
o OTHER
o 1 NVUS'I'IU1\L
o REST1\UR1\NT & 1II':1\LTH VEP1\RTMENT APPROVAL
VESCRI P'l'lON OF' WOHK A \ 1.L.VY\ 1 t'l1A.VV\
Ll' ~ "51
BUILVING SIZE ~ '3 '"t
A-Wt'\I'V1j
SQU1\RE F'OO'I'1\GE
( 1>0 rp
HEIGHT
see... pi4l'\S',
RESIVENTI1\L: A'l"l'ACH (2) PLOT PL1\NS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. .""
PROPERTY SURVEY REQUIRED F'OR 1\LL NEW CONSTRUCTION,
~UIL[)ING
PERMITS REQUESTED
$ 1~30. 00
VALU1\'l'ION OF TOTAL CONSTRUC1'ION
o ELECTRICAL
1\MP SERVICE
o E'LORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
V1\LU1\'l'ION OF MECII1\NCIAL INSTALLATION
I.
o GAS
o ROOFING
o SPECI1\L'l'Y
o OTIIER
'l'YPE OF CONSTRUCTION: 0 BLOCK
o E'IV\ME
o STEEL'
o O'l'HER
FINISHEV FLOOR ELEVA'UONS
IS PROJECT IN FLOOD ZONE AREAO YES
o NO
SIGN1\TURE
COMP1\NY .Je('e""''l'~ Q t.A.Al~~ A I LlIM iV1 lot. IN-
/ .r7~ _ .L S'l'1\TE CERT OR REGIST "R fs,~ 790
_ft/AYL ~ CI'l'Y I?HOCESSING" gq
&1....... ...........................................***************
BUILDER
ELECTRICIAN
SIGN1\TURE
COMP1\NY
ST1\TE CERT OR REGIS'I' jf
CITY PROCESSING "
....*.....***********.*....*.****.***...****....******************
PLUMBER
COMP1\NY
ST1\TE CERT OR REGIST II
CITY PROCESSING "
SIGNATURE
MECHANICAL
**********~*******************************************************
COMPANY
STATE CERT OR REGIS'I' It
CITY PROCESSING It
SIGNATURE
**********.****.****.*****.******************....................
OTHER
SIGN1\'I'UHE
COMP1\NY
S'l'1\'l'E CER'r OR REGIST "
CITY PROCESSING "
********************...*.**....AAA...**********..................
'"
-
COIJlJl.'J'IOW; Ol!' PlmMl'l' 1\H;'lIJ1\Vl'l'
1\. NO'l'JCg or- /JE:I!:lJ 1lf;:lTIUC'I'LOI~:;
'l'hQ ullde!:signed ulldeJ:stnllds that thls pennlt lIIay be subject: to "deed restrictions" which
may be more restrictive thall City tP4ulatiomL The ulldersiglled assumes responsibility for
compliallce with any applicable deed restrict-lollr..
B. UNI,ICENSEIJ CONTIV\CTOHS 1\N1J COHTIV\CTOH m::a'OIISlBII.l'l'U:S
If the oWller has hired a cUlItractor or: contractors to lllluertake work, they lI\ay be required
to be Licenseu ill accordance with slale and l.ocaJ regulallons, If the contractor is not
licensed as requlreu by law, hoth the owner nnd contr.actor may be cited for a misdemeanor
violatioll under state law, If the owner or ill tended cOlltractor are uncertain as to what
licensing requlremeuts may apply fur the lntenued work, they are advised to contact'the
City of Zephyrhills Buildillg Department, 013-'100-6611.
Furthermore, if the owuer has hired a cOlltractor or COli tractors, he is advised to have the
cOlltractor(s) sign portions of the "Contrilctor Sectiolls" of this application for which they.
will be responsible, If you, as the oWller sigus as the contractor, you are indicating that
you, rather thall the contractor, are responsJbJ", for the work, If the contractor wishes
you to sigll as contractor that may be an indlcntion that he is not properly licensed and is
not entitled to permitting privIleges in the CIty of Zephyrhills,
C, TH1\NSPOHT1\'l'ION IMP1\C'l' FEgS ANlJ U'l'J J,ITY COHlmC'l'ION FEES
IJ, CONSTRUCTUION ],IEN IJ\W (CII1\P'J'lm'113, 1;'J.l>HIIJ1\ S'I'1\'l'U'I'ES, 1\S 1\MENDED)
I certify that I, the applicant, have been provided wIth a copy of "Florida's Construction
lien Law - 1I0meowller's Protectioll Guide" pJ:epared by the Florida Department of Agriculture
and COllsumer 1\ffairs. If the applicant Is someolle 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 commellcement.
E, CON'l'HAC'1'OH' S/OWNEH' S 1\E'F'ID1\VIT
I certify that all the in[onnation in this application is accUl.;", ; l-hat all work will
be done in compliance with aLL applicable iaws regulating construction, zoning, and land
development,
1\pplication is hereby made to obtain a permit to do work and installation as indit:ated. I
certify that no work or installation has cOllunenced 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 illY 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 1\reas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest E'lorida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
1\ltering Watercourses
*Army Corps of Engineers-Seawalls, 1J0cks, Navigable Waterways
*Department of Health & Hehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Enviromnentai Protection 1\gency-1\sbestos ilbatement
I also certify that, if fill mate/:Jal ls to be used in E'lood Zone "1\." or "A,etc,", it is
understood that a drainage plan addressIng a "compensating vol wile" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
1\ permit issued shall be construed to be a license to proceed with the work and not as
authority to vioiate, 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 cOlluuenced 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 cOllunenced. 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, 1\n approved inspection must be logged during each six
month period, or the project wlll be conRiderf:'d "bandoned,
W1\HNING TO OWfH':H: YOUH F1\ll.UHE '1'0 HECOHD 1\ NOTiCE OF COMMENCEMENT MAY RESULT IN YOUR
P1\.YING TWICE E'OR IMPHOVEMENTS '1'0 YOUH PHOPERTY, IF yOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR 1\N 1\.'l"l'ORNEY BEFORE RECORDiNG yum, NOTICE OF COMMENCEMENT. JOBS UNDBR
$2,500 iN V1\LUE lJO NOT NEEU TO HECOHD AND POST 1\ "NOTICE OF COMMENCEMEN'r",
"'GN^,I'U"~~~" ~J
ST1\TE OF FLOIUD1\. a
COUNTY OF \ 0..5(.0
The foregoing instrument wa,= acknowledged. ,
Before me this -f'&o..day of _~bn~a""j, a 2200
hy tv\. S
(name 0 person acknowledged)
Bfio is personally known to me, or
S '1'1\'1' E: 0 F F LOIU lJ1\
COUNTY OF "P~co
'l'he foregoing illsLrumenL was ackllowledyed
Before me this ~ day of F~br-c.tA,.'1' ~~O
by :re('t.~'f Hook~
_/ (lIa1l1e of person acknowledged)
~who is persollally kllOWH to lIIe, or
D who has produced
(type
Ddid not
o who has produced
(type of identification)
O:Hd not take an oath
Sig.
Sig
acknowledgment
Name typed,
U...ne
..
..
OWNER --,-I'" "'/:ill' J) ~l( \ I (I '-,
JOB LOCATION. ,'S <6'O'dfJ ('/ {)Ue~
P-'~R~EL I. D.' ~-€i3 rs- +"' /0 - ~(p -;1.1- {)t)IO - /;1. ~ 00 - 0/10
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/ ,'7 '" ~~O ALL EXISTING" PROP081D STRUCTURES-GIVING DIMENSIONS,. SETBACKS.
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UTILITY BUILDINGS
MUST SHOW SIZE ,
FOUNDATION INFOR-
HATION.
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f't-c.oY' (fL'f6i'1\
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I (NOTE EXAMPLES 1 , 2) STREET
1. SETBACKS FOR Rl, R2 ZONING
60'
MloSi~C:.. ~ 10'
~ f..t S\i..'(~~ '"' ;V\ P E
' ,
rfLc:.l'hJ.t~'f uN ~ R X
0 I
10~ P S 10'
0 T 1 0'
S I
E N
D G
PIOPIRTY LINE
.
I' ,1 "'e.
,
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~
SITBACKS rOR R3 ZONING
60'
20'
, 10'
"
10' EXISTING' 10'
I
PROPOSID
.'
20.' SGL FAM 30'DUPLEX
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"
1 O'
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.
FRONT PROPERTY LINK
- ...
FRONT PROPERTY 'LINK
.,' .
.,
fOR CA8pORTS OR LlKE ~T~UCTURE~ PLEA~E. COMPLETE THE fOLLOWIUG~ .
111 DESCRIBE WHAT TYPE: : FREE' STANDING O~ICIRCLI 0~11.
(2) IF ATTACHED, HOW IS 'IT TO BE FASTENED TO STRUCTURE? /A)/~
..A ~.t1df' r () {'Jo~ /: -FJ!5 1-/,.'1'1 /' CJO/Yl d- {' f~ ~
,J,
(3) DESCRIBE POST SPACING' FASTENING (IF TO CONCRiTI, IN WHAT HANNSR?)
/.7' '/fC/J qn ';.(3 NuW P""<i! a,f/acl1d. h ().<;?'rf,"ik'.
OJI ~,S /-1'235 ..sl Uo//'d~' b I. 1/' ,
141 GIVE DIMENSIONS or CARPORT LENGTN. WIDTH, & HEIGHT: '11,,/1;'lJ .'
(5) GIVE AMOUNT ot OVERHANG FROM STRUCTURAL SUPPORT: ,j (('Y)1- url cn~'.
, -< I .&~,L C1r? 5/Ye'
(6) COMPLY WITH REQUIRED SETBACKS AS GIVEN IN ABOVE RBFERENCED PLOT. '
PLAN.
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"....,.~'<,~""""":'......-.." -~ ,\"",""<,,,-,
IrfH'::I',ry'): QlH\UTYAtUM~N!H\r~
Jeremy Hooks "88,8628
Jirn Lymarl 5210166
Lie ,,,"" '.crl ;::onded !nsufr::0
'::';,f';. .:: ~,_f~. (:372',
RY 0066790
1 "''; "
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PLEASE INDICATE THE ABOVE NUMBER WHEN ORDERING
TO
t . / ~ .
;,{
INQUIRY DATE
INQUIRY NUMBER
ESTIMATED SHIPPING DATE
I SHIPPED VIA
roa.
DESCRIPTION
TERMS
>
QUANTITY
PRICE
AMOUNT
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WE ARE PLEASED TO SUBMIT THE ABOVE QUOTATION FOR YOUR CONSIDERATION. SHOULD YOU F'~ARi AN ORDER, BE ASSURED IT WILL RECEIVE OUR PROMPT ATTENTION. THIS
QUOTATION IS SUBJECT TO THE CONDITIONS PRINTED ON REVERSE SIDE. AND IS VALID FOR -> [') DAYS. THEREAFTER IT IS SUBJECT TO CHANGE WITHOUT NOTICE.
BY
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DATE
-or .<_~~.
ACCEPTED
OFFICE COPY
~cyew!
/ BEAM SPNol /
W FOR BEAM SIZE
SEE TABLE 2 . , . , NolO/ORT ABLE 2. , .2
AFTER COMPVTlNG 'A' LARGEST VAlUE
,.,18" MIN. IN CONCRETE
~
BEAMlHEADER
AlTERNATE CONNECll0N DETAIL
'Z' x 'Z' x 0.063" NolGLE CONNECT
UPRIGHT @ BEAM/HEADER NolO
CHAiR RAIL
POST SIZE PER
TABLE 2.2.' NolOIOR
TABLE 2.2.2
i
..,
W
~
(2) #10 X l' SHEET METAl SCREVv'
INTO SCREW SLOTS
ANCHOR " X 2" PLATE TO CONCRETE
WlTH '14' X 2.'12" CONCRETE
NolCHORS WlTHIN a- OF EACH SIDE
OF EACH POST AND 24' O.C. MAX.
ROOF PANEL SEE SECTION 7
SIDE vim SINGLE OR DOUBLE BAY CARPORT
KNEE BRACE NOT REQUIRED FOR
ATTACHED STRUCruRES
KNEE BRACE REQUIRED IF POST NOT
SET IN CONCRETE FoollNG
" X 'Z' EXTRUSION
PNol OR COMPOSITE PNolEL ROOF
MIN. 3-112" SLAB 2500 PSI CONC,
6x5-IOx10 WW.M. OR FIBER MESH
VAPOR BARRIER UNDER CONCRETE
I
'I
~ KNEE B E
LENGTH
. Ea 6&'iCE 2: x :r~ 0.050' KNEE
BRACE (3)-10 x,tt o-o:r-SIDE OF BEAM
U~NEL ON SIDE WITH (3) #'0 X '/2' NolO
,,1- ~E BRACE :~O POST ,'-ND (3) #'0" ',rr EACH I A
V""'L""_.....$iC~ OF~-3AACE YI/1TH ::0RROSiUN ~ I.
RESISTIVE ....~HER HEADED SCREWS
BEAM PERPENDICUL'-R TO ROOF BEAM PARALLEL TO ROOF
KNEE BRACE TO POST DETAIL
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
ANCHOR PER DETAIL FOR PNol
OR COMPOSITE PANel
SEE TABLE 2 . 3 FOR NUMBER OF
BOlTS AND SIZE OF POST
BEAM AND POST SIZES SEe
TABlE 2. , .1, TABLE 2. , ,2 AND I
OR TABlE 2.2. " TABLE 2.2.2
COLUMN NOTCHED TO S\JlT
~.~.::-,..
(4) #10 X '12" S.M.S. EACH SIDE
OF POST
SIDE NOTCH POST TO BEAM CONNECTION
~ ANCHOR PER DETAIL FOR PNol OR
COMPOSITE PNolEL
SEE TABLE 2 . 3 FOR NUMBER OF
SOl 15 AND SIZE OF POST
'Z' x 'Z' OR 'Z' x 3' OR 'Z' 5MB POST
H-BAR OR GUSSET ?tATE
'Z' x 'Z' x "'5" ANGLE EACH SIDE
ATTACH TO POST A....,O CONCRETE
AT LOAD Bc:ARiNG WALL \VlTH
(2) #'0 x 112" S.M.S. EACH SIDE
'" x 'Z' EXTRUSION
1,'/8" MIN. iN CONCRETE
'"
W
~
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ROOF PANEL SEE SECTION 7
HEADER BEAM
PLA.TE TO BE SAME rnlCKNESS
AS BEAIA WEB
?tATE CAN BE INSIDE OR
OUTSIDE BEAM OR LA? CUT
".. 0-50' ...".. 0-.50" -f" l' MAX.
, " '--'"<
SELECT FASTENERS FROM 1.75'1' .. - _\1 - - - - I ~...; I
TABLE 1. 5 + : '?- t '"
I'" ,
I 75' ~ - - . -, '. ~ , ~
DENOTES SCREW PATTERN 1'MAX
NOT NUMBER OF SCREWS
ANCHOR l' x 2' Pt.ATE TO CONCRETE
WlTH '14' x 2,112" CONCRETE
ANCHORS WlTHiN 5' OF EACH SIDE
0F EACH POST AT 24' O.C. MAX.
OR rnROUGH ANGLE AT 24' O.C. MAX.
SPlICE TO BE LOCATED 114 TO ',13
BEAM SPAN AND STAGGERED EACH
SIDE OF SELF MATING BEAM
~:
';T
fAIN, 3-,12" SLAB 2500 PSI CONC.j
6x6-1Ox10 WW.M. OR FIBER MESH
VAPOR BARRIER UNDER CONCRETE
d ~ HEIGHT OF BEAM
BEAM SPlICE SHALL BE MINIM\,;M
d. .50" HEIGHT
2 x (d - .50") LENGTH
SELECT FASTENER SIZE, NUMBER
NolO SPACING FROM TABLE 1.5
'TYPICAL BEAM SPLICE DETAIL
SELF-MATING POST TO BASE AND SELF-MATING POST TO
BEAM DETAIL
CENTER NOTCH POST TO BEAM CONNECTION
NolGlE OR RECENING CHANNEL
',112" x 1,'12" x 0.080" ANGLE
EACH SIDE OF CONNECTING
BEAM WITH SCREWS AS SHOWN
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PRIMARY BEAM
SEETABLE2.1,'
NolO/OR TABLE 2 . , . 2
PRIMARY BEAM
SEE TABLE 2. , , ,
AND/OR TABLE 2 . 1 . 2
CARRIER BEAM
SE E TABLE 2 . , . 3
MINIMUM ItS S.M.S. x 314' LONG NUMBER
REQUIRED EQUAl TO BEAM DEPTH IN INCHES
EXTRUSIONS WlTH iNTERNAl. SCREW BOSSES
MAY BE CONNECTED WlTH (2) #10 x ','12"
INTERNAl.l. Y
BEAM PER DESIGN TABLE
~
NOTE:
MINIMUM ItS S.M.S. x 314' LONG
NUMBER REOUIRED EOVAl TO BEAM DEPTH
NOTE: EXTRUSIONS YI/111i INTERNAl SCREW BOSSES
MAY SE CONNECTED YI/1TH (2) #10 x ','12"
INTERNAll. Y
CARRIER BEAM TO BEAM CONNECTION
CARRJER BEAM TO WALL CONNECTION
CROSS BEAM AT COLUMN AND AT BEAM
BEAM TO WAlL CONNECTION
(2) 2" x 2" x 0.060" EXTERNAlLY MOUNTED .A.."IGLES ATTACHED TO WOOD WAlL WlTH MINIMUM
(2) 318' x 'Z' LA.G SCREWS PER SIDE OR (2) "4' x 2,'14' ANCHORS TO CONCRETE OR MASONRY
W AlL ADO (' ) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3"
(AlTERNATE)
(1) ',314' x ',314' x 1-314" x 1/8'INTERNAl. ~IP ATTACHED TO WOOO WAll. W~ MIN. (3)3/8' x 'Z'
UlG SCREWS PER SIDE OR (3) "4' x 2,'14' ANCHORS TO CONCRETE OR MASONRY WAlL ADO
(') NolCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3'
BEAM AND POST SIZES SEE
TABLE 2. , .'. TABLE 2.1 .2 NolO 1
OR TABLE 2.2.', TABLE 2.2.2
COlUMN NOTCHED TO SUIT
1" x 2 '18" x 0.044' CH.4.NNa
wi #8 x 318" wi HEAD S.M.S.
@ , 112" O.C. MAX. OOTH SIDES
(2) #8 x 112" wi HEAD S.M.S.
PARALLEL@ 112" O.C. MAX.
lrIROUGH '" x 2118" CHANNEL
INTO BEAM
(2) 5/1 a- x 3 '12"
CAD. ST. BOlTS THROUGH
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FIRE EXlT WINDOW 'I i
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OYERTlANG VARIES
2" x FRONT WAlL BEAM
SElECT 'l' FROM TABLE 2.1.1
AND / OR TABLE 2.1.2
USE 'l' = W/2 + O.H.
2" x 3. MINIMUM
SEE TABLE 2.2.1 AND / OR
,ABLE 2.2.2
SINGLE WIDE ATTA'Ci-lED CARPORT
SECTION THROUGH SINGLE WIDE ATTACHED CARPORT
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='
f-
()
~
a:
f-
III
f-
'"
o
J:
ROOF PANELS SEE
SECTION 7 i ABLES
~
,/'
VARIES
,;'
SEE CONNECTION DETAILS
w
g
W
.,J
~
:l
l.:)
z
>=
tI)
x
w
SEE ROOF CONNECTION DETAILS
POST TO BEAM SELECT FROM
i ABLE 2.3
POST SIZE AND SPACiNG
SEE TABLE 22.1 AND / OR
TABLE 2.2.2
3-112" 2500 P.S.I. CONCRETE SLAB
WlTrl 6 x 6 WELDED WIRE MESH
OR FIBER MESH CONCRETE OVER
VAPOR BARRIER
UJ
a:
~
f-
()
~
a:
f-
tI)
f-
'"
o
J:
l.:)
z
f=
'"
X
w
VARIES
ANCHOR WITH HEADER CHA~NEl
L
WOOO FRAME SHED WITH 2 x 4
PRESSURE TREATED PINE Pl..ATE
ANCHORED TO CONCRETE WITH
114' CONCRETE FASTENERS AT
4'.()"O.C.
MID-SPAN BEAM SELECT L FROM
TABLE 2.1.1 AND / OR TABLE 2.12
FRONT WAll BEAM SELECT L FROM
TABLE 2.3
SHADING 'TYPE II
DE.'IOTES INT. POST MAX. ROOF AREA
TABLE 2.1.1 AND / OR TABLE 2.12
SHADiNG 1Y?E I
DENOTES EXTERIOR POST ROOF AREA
SEE T,\8LE 2,2.1 AND / OR TABLE 2.2.2
MINIMUM 3. x 3. x 0.060" THRU-
BOLTED TO HEADER POST ANCHOR
TO CONCRETE SEE DETAIL REQUIRED
POST TYPICAL
i
;I'-- W
i
,!- W/2 ;'
,
I
~
I Ii
,.' W ----------1"
W - -J WI2+O.H, .
~:.~
DOUBLE WrDE ATTACHED CARPORT WITH GENTE:R POST
PAN OR COMPOSITE ROOF PANEL
SECTION 7 DETAILS
w
a:
~
f-
U
~
a:
f-
'"
f-
V)
o
J:
ROOF PANELS SEE
SEcnON 7 TABLES
, VARIES
.-------------
ROOF CONNECTION DETAILS
SEE SECTION 7 DETAILS
MID-SPAN BEAM SIMPlE SPAN
TABU: 2.1.1 AND / OR 2.1.2
POST TO BEAM SELECT FROM
TABLE 2.3
II
II~
. -':<
POST SIZE AND SPACING
SEE ;,\aLE 2.2. 1 AND / OR 2.2.2
3-112" 2500 P.S.L CONCRETE Sl.A8
WITH 5 x 6 WELDED WIRE MESH
OR FI':;ER MESH CONCRETE OYER
VAPOR BARRJER
)'
SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
Aw t1.i~
TOP ?\.ATE PRESSURE TREATED OR
Wl111 VAPOR BARRIER AT AlUMINUM ROOF
2" x 4'LUMBER TOP Pl..ATE @ ROOF
2" x 2" AlUMINUM OR
2" x 4. LUMBER _2 S.P.F. (MIN.)
SHEA111ING:
7116" O.S.B. OR 1!2" PLYWOOD WITH
ST1JOS 24' ON CENTER OR STRUCTURAL
GRADE 11-IERMAl PlY 1'1111-1 STUOS AT
16' ON CENTER
2" x 4' PRESSURE TREATED PlATE WITH
318' x 4-112" CONCRETE ANCHORS AT
4'.()" ON CENTER
see SLAB DETAILS
UTILl1Y SHED WALL SECTION
seE CONNECTION DETAILS
~ I
J: I
II
~ 1
x
~ !
12" x PAN (SEE TABLE) USE W
TO SELECT PAN FOR REQUIRED SPAN
W 1 VARIES
I
r
1:=
FOR FRONT BEAM USE L=WI2+OVERHANG
w
c:
i:
u
~
r:
V)
f-
V)
o
J:
l.:)
z
f=
V)
~
V ARIES
-'\<
!
ANCHOR WITH HEADER CHANNel
FRONT WAll BEAM
SELECT L FROM TABLE 2.1.1
AI-.JD / OR TABLE 2. 1.2
MID SPAN BEAM
SelECT L FROM TABLE 2.1.1
AND / OR TABLE 2.1.2
SELECT BEAM FROM T A8LE I
POST
SHADING 1i'PE II
SEe TABLE 2.2. , AND I OR
AND / OR TABLE 2.2.2
SHADiNG TYPE 1
SEe TABLE 2.2.1
AND I OR TABLE 2.2.2
SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST
~
.L.-- W
! I
,!- W/2 )'
I
"
,
i I
IV ~ I
I ^ I
W -----tf W/2.o.H, ~
DOUBLE WID!: ATTACHt:D CARPORT WITHOUT CENTER POST
3' RECEMNG CHANNEL ANCHORS
WIn; (3) EACH #8 SHEET METAl
SCRE'WS AT 12" ON CENTER
MID SrAN BEAM
SEE SPAN TABlE 2.1.1 AND / OR
TABLE 2.12
POST TO BEAM SELECT FROM
TABLE 2.3
w
a:
~
...
()
~
a:
f-
V)
f-
V)
o
J:
ROOF PANELS
SEE SECTlON 7 TABLES
,~
VARIES
ATTACH SHED OR ROOM WAlL TO
HOST STRUCTURE WI 114" x 3-\14.
TAPCONS@ 16" O.C, FOR MASONRY.
#16d COMMON@ 16" O.C. OR #10 x 3-1!2"
FOR WOOD. AND _'0 x 2.1!2" S.M.S,
FOR " x 'Z" AlUMINUM AND _10
x 3-1!2" S.M.S. FOR 2" x 2" AlUMINUM
AlUMINUM POST AND BEAM
SHEATHING;
m6' O.S.B. OR 112" Pl YVYOOO WITH
ST1JOS 24' ON CENTER OR STRUCTURAL
GRADE 11-IERMAL PlY WITH ST1JOS AT
16" ON CENTER
2" x 4. PRESSURE TREATED ?\.ATE WITH
318' x 4-112" CONCRETE ANCHORS AT
.'.()" ON CENTER
seE Sl.A8 DETAILS
NOTES: 1. ANCHOR PANS TO HEADER CHA'INEL WITH (3) _10 x 1/2' S.M.S. W/ WASHER.
2. ANCHOR PANS TO ROOF BEAMS \VlTH (3) _'0 x 112" S.M.S. WI WASHER.
3. ANCHOR COlUMN TO CONCRETE FLOOR WITH (2) 1/4' x 3' CONCRETE ANCHORS.
4. ANCHOR COLUM,~ TO BASE Pl..AI"E WI11-I ',\14' S.S. BOt. T
S. ANCHOR SHEETING AS FOlLOWS:
A.. PLYWOOD #8d COMMON@6"O.C. EDGES AND 12" O.C.IN FIELD
B. STRUCT1JRAL GRADE 11-IERMAl PlY PER MANUfACTURERS RECOMMENDATIONS
OR 1:6 x \,114' DECK SCREWS @ 6. OC. EDGES AND' 2' O.C. FIELD AS A MINiMUM
CARPORT WALL SECTION
~
I '
POST SIZE A..'1D SPACING
SEe TABLE 2.2.1 AND/OR TABLE 22.2
3-112" 2500 PSI CONCRETE Sl.A8
WITH 6 x 6 WELDED WIRE MESH
OR FIBER MESH CONCRETE OVER
VAPOR BARRIER
THE DeSIGNS ANO SPANS SHOWN ON THESE DRAWINGS ARE
BASED ON THE lOAD REQUIREMENTS FOR THE FOLLOWING
CODES:
1) STANDARD BUILDING COOE 1997. CHAPTER' e
INClUDING ssm 10-96
2) BOCA NATIONAl. BUIlDING COOE 1996
3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
RESISTANT CONSTRUCTION 1998
WIND LOAD TO SNOW LOAD CONVERSION TABLE:
50 YR SNOW LCl.4.O DESIGN SNQN LCl.4.O Wl"O LCl.4.O I ElUILOlNG TY?l:
S. 2S ./ sa. FT. 3. 1H / sa. FT. 95 MPH / OPEN
26-30./ sa. FT. 61,70'/ SQ. FT. '00 MPH / OPEN
31,35" SQ. FT. 61,70 _, SQ. FT. '20 MPH / OPEN
36-00" SQ. FT. 51-70" SQ. FT. 110 MPH / ENClOSED
61,70'/ sa. FT. 61.70" SQ. FT. 120 MPH' ENClOSED
SELEC11'<OOF Ol\ "'AU loIElo<8ERS F1<OW ~TE IW/O Lc...ll '>.BUS.
TEXAS CONVERSION TABLE:
WIND ZONE
SEAWARD OF LCW. '
INLAND OF LCW. '
, INTERCOASTAl WATERWAY
CONVERSION FACTORS
ROOF WAll
067 1.00
0.74 100
JOB NAME:
ADDRESS:
DRAWING FOR ONE PERMIT ONLY
...J
~
(/):J
OZ
W~
I~
(/)7
~Q(/)
(/)(/)...J
O::W-
WO;::
>(/)w
Owe
OO::N
O:Jz
- I-
~uO
o..:Jf=
.O::U
(/)I-W
I-(/)(/)
o::~
O:J
o..z
0::-
~~
O:J
...J
~
,f-
lli~_
,~ '"
Q.. -' -
:;)'"
11)....
~-~Lt.
Q)U 'f:
Cf-~~..,
2:0.......,
c~>:~~
Q,)~<~~
coo~g~
~...--
'~5w;;
Wog~e
Q,)cl:~O:~
U ~.... ~
C w. w
Q,)~~'"
L.. ~ a:l
::!: ~ .
ro .,J 0.:
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1
OF
7
"" 1
I
~ W ~1
I II
I II MON0-Sl0PED ROOF
- II OVERHANG VARIES
('oj
w
..J
~
..J
~
."
~
III
, , ij q
IJ
~~ W IJ. W ~ !
~ l
II II
II II
OVERHANG VARIES
- II il
('oj II II
w
..J ~i=WI2+o.H. l' A'nW/2
~
..J II ! II
~
." II 11
~ II II
w
III il II
II II
II II
"
II II
l ,. " ~
......---,., .
, , I
.- I' ,
"<--- '
I
"'1'"
NOTE; FOR BEAM SPAN LENGm 'A" FOR TABLE 2. 1.1 AND
TABLE 2.'2 EaUAlS mE LARGER OF: A = W OR A = WI2+O.H.
DOUBLE CARPORT
, SLOPE
BEAM IF REaUIRED
FOR KNEE BRACING
---..,
\ 112
\
'2
I'
:1
II
r
;1
I'
"
1 ~E"AACE ~11 ~
-III WFOR,,^"S>E 1
W FOR BEAM SIZE
~
SHADiNG DENOTES MAXJMUM ROOF
AREA FOR COlUMNS AND FOOTING
SINGLE CARPORT
, SLOPE
--
112
12
ill
i
I
1
~I~
II
W FOR BEAM SIZE
SEE TABLE'
AFTER COMPl.JTING 'A'
LARGEST VAlUE
. MINIMUM SLOPE SHALL BE 1rr PER'2" EXCEPT FOR O.O2l> PANS
FOR WHICH mE SLOPE SHALL BE 314' PER 12" FOR SP,ll,NS
EXCEEDING 12'~ OR MANUFACTURERS RECOMMENDED SLOPE
POST SIZE AND SPACING PER TABLE 2. ,. ,
AND I OR TABLE 2. '.2
NOTE; KNEE BRACES ARE REQUIRED IF POSTS
ARE NOT SET iN CONCRETE FOOTING
END Vl8N DOUBLE CARPORT (GABLED)
r
'2" ALUMiNUM PANEL ROOF
SEE TABLE 2.5
12
112 L..---'
c:
RECEMNG CHANNEL 1 !I
I' II
II II
II ,I
12" AlUMINUM P,ll,NEl_1L 11_
SEETABLE2.5 r-
RECEMNG CHANNEL 1N1 11
I, I
I'
I
! II
i I!
I d
II
I, 'I
II i
,I :I
U
i
I I;
I 11
II II
U-
II II
I i!
All
RECEIVING CHANNEL
RECEIVING CHANNEL
12" ALUMINUM P,ll,NEL
SEE TABLE 2.5
ALUMINUM UTI LIlY SHED WALL
WITH DOOR (ELEVATION)
END VI8N SINGLE CARPORT
I'
I
I
I
j
I
I
I
I
I'
,I
-=::J
III
II I
II
II
II
II
II
ALUMINUM UTJLllY SHED WALL
(ELEVATION)
SECTION THROUGH UTILllY SHED
'2
112 ==-
:::::, ,
I ''''-
I\:::
1-':=
,//
RIOOE eN>
,I'--- Wi.
,
I
I
L 2'~
q
r-..
~:~~
1-:
WI2
,~
WI. --7'
I
I
3' ~ 3.
W
-:.
GABLE CARPORT FRONT ELEVATION
r
,
U2
,,-- RIOOE BEAI>A
--"
, 'I
I LOAD WlDTH FdR CENTER BEAM
i<-- PER TABLE 2. 1. I ~D 1 OR TABLE 2. '.2 -.;t
1'1/2 = LOAD WIDTH FOR RIDGE BEAM SPAN
RIDGE BEAM SEE TABLE 2. , .1 AND I OR
TABLE 2. 12
PAN OR COMPOSITE P,ll,NEl ROOF
NOTCH POST TO RECEIVE BEAM
Wl11-i (2) 3-112" x 114'l1-lRU-SOLT
Wl11-i lOCI< NIJT TOP AND OOTTOM
BEAM PER TABLE 2.1.1 AND I OR TABLE 2. 12
POST PER TABLE 2.2.' AND I OR TABLE 2.2.2
-----------~~-----------
~
....
i
,,1
P A."4 ROOF SEE TABLE 2 . 5
:::1
RECEMNG CHANNEL
P,II,N TO WAlL C CHANNEL
(3) #8 ~ 112" PER P,II,N
PA."4 WAlL
2" x 2" x 0.044' BRACE FOR
MORE PA."4 HEIGHT REFER
TO TABLE 2 . 5
114'~ x '-114' EMBEDMENT
EX.?,ll,NSION BOLTS OR EOUAl
DRIVE PINS AT 24' ON CENTER
J.1rr CONCRETE SLAB
NOTE: 1\
KNEE BRACES REOUIRED IF POSTS ARE
NOT SET iNTO CONCRETE FOUNQA liON
L
l
,
GABLE CARPORT SIDE ELEVATiON
~
t1=
iV:f-
o I
L
,
TOP A."40 OOTTOM PAN
#8 x 1rr ~EET METAl SCREW
iNTO EACH RIseR AT PANEL ENOS
BOTTOM CHANNEL ANCHORED TO sv.a
Wll1-l 1/4"0 x " EMBEDMENT EX?I\:.S'ON
BOlTS AT 24' ON CEN~R OR CONCRETE
SCRE'WS
'2" RISER PANEL SEE TABLE 2.5
I
ATTACH pA.'Ias TO CHANNEL W1Tri
(2) #8 x 1rr SHEET METAl SCREWS
EACH P,ll,NEL AT EACH END
PAN WALL CONNECT10N
...J
4:
(I)::;)
OZ
w4:
:1::2
(f) z
""0
(J)us:3
W~ W 4:
>0;:
O(l)W
u~o
O::;)N
_\-z
\-UO
~::;)i=
.o::u
(I)\-W
\-(1)(1)
0:::2
0::;)
c...z
~-
4::2
U::;)
...J
4:
I-
u.i~_
".... '"'
0.. :;) -
V)~
- ~ ..J
~8u.~~
Q.)I-<....
cas~~:8
C:!......:g
Q.)l1.~~'
CDgo~~
, ~ ;; ;;; x
W~66'!
Q.) cC ~V) 5: ~
"UJ wu.
vw ..J
C~.w
-)(f-
Q.)~o
~,,,Ill
~-o
> .
U
SHEET
2
OF
7
U~HANNEL
o
~
~ '>
~~~~
POST IN CONCRElC #4 BAR 12" LONG
OPTIONAl CONCRElC CAP BLOCK
OR ElRICl(
POURED CONCRETE REFER TO TABLE 2.4
INTERNAL OR EXTERNAL RECEIVING CHANNEL
ISOLATED FOOTING
-,::
. .
2" x 2" x 0.063. ANGLES
3" x 3. POST TURN SOL TED
TO ANCHOR RJSER
2-314. X 2-314. X 2-112" LONG
1/8. TUBING
WELDED CONNECTION
FASTEN PER TABLE
12" X 12" X 1/4' Pl.ATE
3-112" CONCRElC Sv..a
INTERNAL OR EXTERNAL ANGLE CUPS
BASE ANCHOR CONNECTOR
FOR POST TO SlAB CONNECTION
~
ALUMINUM TUBE COLUMN
EXTRUDED ALUMINUM BASE OR
BREAK FORMED U-CUP
~
CORROSION RESISTIVE STEEL
l'HRU SOL T PER SCHEDULE
CONCRETE SlAB OR FOOTING
L
1:!
;i;
~I
)'
CONCRETE ANCHORS PER SCHEDULE
TUBE COLUMN BASE SCHEMATIC
INTERNAL BASE
NOTE; ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl
BRACING FOR FREE-STANDING COVER
'Z.{)" MIN,
BEFORE SLOPE
i
,I
,
3-112"
. .rET"'1'~~~~'-ilpRT""" IT""'" ,,"".
rIf-9'<'='Ii B-;-~ .g~8~d,'i,
lYP'E I
FLAT SLOPE / NO FOOTING
0-2"/12"
~
16.
l
A
(1) #4 BAR AT CORNERS AND 10'.{)"
ON CENTER FILL CEllS AND KNOCK OUT
BlOCK TOP COURSE 'MTrl 3000 PSI
PEA ROCK CONCRETE
RJBSON FOOTING OR MONOUTHIC
IF MONOUTHIC SlAB IS USED SEE NOTES
OF OCT AILS BELOW
~
r-
,
ANCHOR ALUMINUM FRAME TO WAll
OR SlAB W1TH 114. X 2,112" MASONRY
ANCHOR WITHIN 6" OF POST AND 24.
ON CENTER MAXIMUM
(1) #4 BAR CONTINUOUS
6" X 8. x 16" BLOCK WALl (MAX. 32")
(1) #50 BAR OR (2) #40 BARS
MIN, 2-112. COVER
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
0---
-.'- -'-4
, "cr', r- ~--_.~
'r
~.e~
l
I
~
~
L~
't' = THICKNESS OR REQUIRED POST
TOP OF GRADE
3. x 3. POST PER TABLE
80 lb. 2500 psi CONCRElC PRE.MIX
= ~
~r-
:lI8' X 3-112. BOLT
RAlSEO PATIO FOOTING
(2) 2" X 'Z" X l' ANGLE OR (1) u-cHANNEL X l'
3' X 3' BASE
~,
PORCH POST CONNECTION
ALUMINUM CONVENTIONAL CONSTRUCTION
(1) #5 BAR CONT.
I
.
!:!
TYPE II
MODERATE SlOPE FOOTING
'Z"/1'Z".1'-10-
lYP'E11I
STEEP SLOPE FOOTING
> 1',10-
NOTES: ,. NO FOOTING REQUIREO EXCEPT """EN ADDRESSING EROSION EXCEPT FOR EXlSTING
SlAB W1THOUT REINFORCEMENT. THEN TRlBUT N'l:'( ROOF AREA LIMITED BY TABLE 2 . 4
2. MONOlITHIC SlABS OR FOOTINGS SHALl BE MIN. 2,500 PSI CONCRETE WITH 6x6-1Ox10
WELDED W1RE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
3. IF lOCAl BUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE 11 FOOTING OR
FOOTING SECTION REQUIRED BY LOCAl CODE. LOCAl CODE GOVERNS.
SlAB DETAILS ADDRESSING EROSION
PAD FOOTING
~.--{
. . '
. . ...
I I --'1<
-,I" 6" ,.I<-
ALUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (1) #5 BAR CONT.
MINIMUM 2,112" OFF GROUND
RIBBON FOOTING TYPE I
~b... -:'.. ~
. .
I" '''1--'1<
11'-- 1 'Z" -,f
ALUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (3) #3 BAR CONT.
MINIMUM 2,112" OfF GROUND
RIBBON FOOTING TYPE II
ALUMINUM ATTACHMENT
3-112" CONCRElC SlAB 8 X 8 ' 10 X 10 WELDED
.wIRE MESH OR FISER MESH CONCR...'=TE
VISQUENE VAPOR BARRIER UNDER SlJ'I8S
HAVlNG STRUCTURES ABOVE
WELL COMPACTED ClEAN FILL OVER SACRlFICED
NATURAL SOIL 90% RELATIVE DENSfTY
CONCRETE FllliD BLOCK STEM WAll
8. X 8. X '6" C.M.U.
8. X 12" CONCRElC FOOTING WITH (1) #5 CONTINUOUS
LOCATE ON UNDISTURBED NATURAL SOIL
(1) #5 VERTiCAl BAR AT CORNERS AND 10'.{)" O.C.
GALV. METAL STRAP (14 GA. X 1i
8. X 8. x 16" CONCRETE BlOCK
6" x 24. X 24' POURED CONCRETE PAD
(2) #5 BARS (18. LONG) EACH WAY
CONCRETE POURED CellS W1TH #5 BAR
(SAKRETE READY MIX wi GRAVEL)
~.
U)I ::>,
QZ
~.~
U): Z.
ad' C)I
U)' U>' ~:
O:::.UJ,-
UJIQ~
>:U)W
O:UJ'Q
()I 0:::' N
O'::>'Z
~'0'Q
" ::>11-
......O:::U
U)hUJ
I- U),U)
0::: .
~
o ::>'
o.z
0:::_
<C ~.
t). ::>1
.-J,
<C'
4
OF
7
Table 2.1.1:
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T.a
Wind" a>ne ;I IV" Mt''' I IlV Mt'" I<V Mt'" ,.. Mr 14U Mt'"
Appllea Loaa . 7' I ~q. n, I <IR> ~q. r~ l;lll I ~q. .I. ...,,, 1 "q. rI. 0<111 ~q. .~
Loaa VVlom "" X J' x 0.0'<'- HOllOW ii'
~. ... .J,J 0-0 ,."
.. 0-' 0"" ,." .< C..,
o.s (. C.., aJ,J
.. .. '1 a"" a"" ,..,
. " a"" a'o o. ,...
IV a. 0... 0' ,., ,...,
11' C. C.,- 0.,,- 0-4 .'V
,. 0'" ,.IV , ,0 o. .'
Loaa mom " x J X V.V"," MQIIOW
~ 'V" ..( 0-' I o.
ij' llJ.,- .... 0-' 0-" '-0
,-0 0"'- o. ,. C.IV
.. 0-' 0.' (-1 ,. C-O
. 0" "" ,. 0-0 0...,
IV .,v " 0-' a... ,..
Il" (..," 0-1' C..". C. 0..,
U ,,, C. 0-, ,.IV ,,,
"COil e! mom " x ~ A V.V"," MallOW lilt
~. 'L'S" ....,- lL''''- ,-11 0.11
.. -" IV'" .. .J,J 0-"
'v. .. 0' 0'" ,.
.. ....-. o. 0'-4- l.llJ (.
'? _. _. ~~_. '-0 .le .L-. (." a-o
1IT ~ o~.- I ,/,- , ., ro a...
\1' " .,' 0"" OJ,J
U -1 I I" O.lU C'O ,..
"COife! mom m x V.VOU "OIlOW
.. '.' I "'.,,- I .llJ lL'-<.J
" .., IV-. IV." .-"
I IV"" .. .-0 0-0
.. lV.llJ 'L'...r .-4- 0-'
. IV.O '-0 a.IU , 0"" '-0
:- 1IT ',..- c. C... .IV ,.
"..., ..o- r-o 0-'
u O.IU c." (." -< 0-0
cOae! mom " x.. X l.I.v"x X V,IIN ~e" aong <:>eam
. ,..., lS-4- U..,- .. 11.;.
" 'O.~ ,,,.,, ,... IU." "."
U.S- " 'V"", .. o.
0" 11 .. llJ. '.lU ".~ 0'"
~' IV. IV ..T ." c.. .,v
liT IU..., ." .'.llJ ...., "
11 ...- .-v 0.0
12' g-4" ~-.,- e.," 7-7" 6'-10"
Example:
For;; x 4" x 0,038" X 0 100- Self.Matlng Seam: Se~ span between C4lnghts use load 'Nidth to enter table
For 12' Roof Panel. 2' Overt1.ng: Loae! ","0111 = L W = 12' ! i . 2' 0 H = Il" Enter table on left at 8' read
aJlcwable span under reqUlfed 'oad'. Thus for 100 "'PH. 'Nlnd loadlllve klad or 17 #/Sq" Ft and Load IMdll1 = 8',
rr
"'"",mum Seam Span for;; x 4" X 0,038" x 0.100" = I 11'-5" I
Spans 00 not ,nclU<ie lengll1 of '<nee brace. Add honzontal iengll1 of knee brace \0 abOve spans for total bea
spans
Table 2.1.2:
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Sofid Roofs
Aluminum Alloy 6063 T-G
Win<l Zone' 102 MPH I 110 MPH I 120 MPH I ,25 MPH 1 140 MPH
Applied Load a 17# I Sq, Ft I 20# I Sq. Ft I Z3II1 Sq. Ft I 26/11 Sq. Ft I 3211 Sq. Ft
Loa a Width T X 6" X 0.050" x 0.120" Self Mating Beam
.. 10'." 1". '"- 1,.,,- 12'4
3" 10-11 14'-9" 13'.g 12'.1' ,,-,,,
10' 10-2" 13'," 13'.()" '2'.3" 11.()"
11 14'-5- 13'-4' 12''';' lr-<l" 1</-6-
12' lS-1eT 12'-!r 1'.'1 11'-2" 10'."
IJ" 13'.;r 12'.S- 1 ,,,- H]-9" g.if
14' 12'.10" , 1'-1eT '1'.()" ta-4"' g-4"
1..- 11'-11 11'.()" 1cr -4 g.Jf ~.'J"
Laid Width T x 7" x O.OSS" x 0.120" Self Mating Beam
II' 19'-4 1T-10" 16'.Jf' 1-'.if ,4.'
'1 18'''" 16'-10" 15'-3" 14..... 13'-4
1IT 1 -400 10-'1 '4'-11' 4'.<J' 1,.r
11' 16'.0- 15'.:)" 14'.. 13'-4" 12'.()"
12' '''-.'eT 14',T YJ,7 12'-9" 11'-S-
13' 1~.,' 14'.()" 13'." 12'.;r ,,..,'
14' 14'.a" 13'.0- 12'- 11-1eT lU'-ll"
16' 1s.a" 1;:'-7 'Y-9" "., g."
Load Width T x 8" x 0.07T x 0.22'" Self Mating Beam
8' '''-1\T a.1 -21'4" ZC'i '~.1
i-. .. -".-' -- "-n'.~ ~- ;:a.2" I~.I;< -- r-, lr:rr--
1---- 'IT U.y- N.;,- 1. -1' 17,1' 16'=?-
11' 21-1' 1'1-S- 18'-3" 17-2' 15'.5"
,. 2L'-1 ',8' .a" '7-5- 16'.'- 1 i'.'J"
1:1" 19'.0- I 1 .1 16'.!r 15'-11 14'.J'
14. 18'-9" I 17 -4' 16'.2" 15'-2' 13'-13"
,.. 1.{ I 10-2" IS.' 14'-3' ',-1eT
Leaa Width T x 9" x 0.07T x 0.224" Sell Mating Beam
8 2l.;; 25'.' 23'-4 ,,' ., 1',.1(1
'1 25'.a" 23'.a" 22.()" 20-\1' ',8'.a"
1IT "4'-4 22-5" 20'-1' Ig.Jf 'r.g
11 23'-2" 2 -4 19'.' 'Il"-!{ 10"'"
1. a,. 20'.0- Ig-1 17 -11" 16'.;;
13' 21'-4" 19.a" 18'-4" IT.:] 1,'.T
14 2\]. . 18'. 1 r-ll" "0" 14.'1
1..- Ig-3 IT-9" 16'.0- 15',7 14'.()'
Lead Width T x 9" x O,08T x 0,306" Self Mating Beam
8' 2....- 2 -4" 2S-S- 23'.", 21'.r
3" 2r." 25'-9" 24.1' 22'=7 20'-500
10' Le-"''' 24'.0- 22-10" 4,::;r- 19'-4'
11' 25'-4" 23'-4" 21'-9" 2cr.s" ',8',5"
IX 24-3 ZZ-4 -20'-10" 19., 17.a-
r- 13' <:!I '-> 21'-5" 20'.()" ~iO' 16'.11
I 14' "" N-a- Ig-3" I 18'-2" 10'-4 I
I 16' 20'-11" 19-4" 18'.()" , 16'.1'" 15'-3" I
Notes:
Above spans do not ,nclU<ie lengll1 of knee brace. Add honzontal lengttl of knee brace to above spans fO( total
beam s~.
Table 2.1.3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures
(102 MPH Wind Zone, Applied Load' 17 Ibs! sq. III Aluminum Alloy 6063 T-G
Single Self,Mating Beams 6'~ 28'~
2" x 4" x 0.038" x 0.100" lZ.a" 10',"" '1.9" 8','" 8'-3" 6'.1100 6',.,- 6'-4" 6'.,. 5',leT
2" x 6" x 0.050" x Il 120" 18'-a- 16'.;; 14'-S- 13'-3" 12'-3" 10'-3" g.9" g-4" 8'."" fS.if
2" x 7" x 0.056" x 0.120" 21'-4- 18'.0- 16'."- 15',1' 13'-11" 11'-8" 11'-2" 10'-8" 10'-3" g.'1"
2" x 8" x 0.07T x 0.224" 2T-5" 2'$-9" 21'-3" Ig-5" 1T.l1" 15'.()" 14'-4" 13'-9" 1'$-2" lZ-8"
2" x 9" x 1l07T x 0.224" 29',1 ,. 25'."" 23'-3" 21'-2" 19-a- 16',5" 15'-a- 14"."" 14'-5" 13'.11"
2" x 9" x O.08T x 1l306- 32'-9" 28'-4" 25'-4" 'a.;; 21'-5" IT,'1" '7,'" 16'-4" '5'-9" 15'-2"
Double Self-Mlting Beams 10'~ 32'-0"
2" x 8" x 0.07T x 0.22'" 3(].()" 16',9"
2" x 9" x 0.07T x 0.22'- 3Z-10" 18'.04"
2" x 9" x O.08T x 0.306" 35'-1rr 20'."
Double Self Mating Beam
2 x 'Self Mating Beam
added to Top/Bottom 1 0'-4"
(perpendicular to web'"
2" x 8" x 0.07T x 0.22'" 34'.0-
2" x 9" x 0.07T x 0.22'" 3T -5"
i fi ~"XQCSr x 0.306" 4(1:;;
~.
CI): :J'
C Z,
Wi<
J:~
Cl)Z
06, (!),
Cl)Ci5C1)
~'W~
W'C......
> ,U"j
01[B'~
U~N
O:JZ
i=. 1-. 0
<U-
0.:Jt)
- 0:::, W
Cl)1 1-'
I-ICJ)CJ)
~.~
O:J
o.z
~-
<~~
(,,)' :J
-J,
<:
Notes:
Above spans 00 not 'nclude 1&nqtIJ of knee brace Add horiZOfltallength rJt ~ brace to above spans fo< total beam 'pans.
Wind Zone Convenion: Table is coostnlcted for 102 mph wind zone, open stnlctu, e (17lbslsqftl, to convert tabular valu. to higher (more
severe) wind zones, multiply by the factors In the following Conven;ion Table:
In
Zone
ur-
pp.e
Load
nverslon
Factor
w ~..
'... '"
a. ::> ..
V)1:j
=~" ...
Q)~~~
c~O"":S
C~>::e~
Q)~~i':;;
ron... Cll....
IJo.,I l!:l J: ~ ~
, [jj f- W X
WQg~e
~~~~~
C:;:...w
Q)13~f-
L;. ~ CIl
::
C1;]
5
OF
7
Table 2.2,1: Allowable Attributable Roof Area per Post for Carports.
Patio Cove~. and other Open Buildings. ALUMINUM POSTS
Aluminum r'OSt
Wind Loaa = lU~ MY" I 110 MY" I 1<V"'" I T<O "'I',", I "'V"''''
Af>p ,'0 loa a = If "'''q. 1''' I ,;v ...~q. rL I .J ""q. t-l i .5 "'''q. n, I ,,< ",,,q. ...
Mallmum AllowaOle ,",00' Area In "qu.re ee or ..nouSloaos on YOS[
,.,OIgm load ,n Los Z. , .. , O.U44" HOllOw uITuSlon Or
'-4 ..-'>" ,.1 I IV. 'N I to b"
~., 040 "' I " b, I t>V ~o
,.1V , lQ4 / I ou ,. ! ..., .JO
""-'. ;,;j I ., ". I "0 <0
I Helgm L.oa a In L.OS 4 'J . V,UO\l nOIlOw "-" Slon or
~'4 l,i:lo 10' I 10,/ I '. I 'v~ I OQ
.-? e;;<). .,,/ I 4' I IW I ""' I ia
lY'" .0,,", ':i4 I ~ I .. I 01 I ON
,z.. .1", IV I oiJ I ,. I ..., I J'
e.gn' L.o.a In lOS J .4 . V.Y/U OIlOW "-",,uSlon. Aluminum AllOY WOJ I..,
I 'Q.T J.4VO .tVJ I IV ''<0 . 'VI
..., 4.000 10\1 40 I , I =0 I ""
.,U'l1 ,':i<)O ,1/ I n I OQ I ", I o.
'.'. .4", !l(j I ;, I 0'" , I 41
e'gm lo.a In lOS J . J . U.U4V ,",Oil ormea. ",umlnum ""oY Jlv, ""14
1CJ-v L.,Xl1 140 ,W 'V" =< f 14
,I-(l I,iao lVO "" 10 0,. I ""
1J -4. ..Jd. ~. 0" au ,... I OJ
.'0-<.1 .04:< b ,Z ~o "" I .).J
-elelgn' I Loa d In Lo~ 3 x r x a,oo~ I"'(O{I t"Om1e . ,.yU.Olnum -'lloy Jlu. 1'<,14
1-.) J O<.N <n , ,~ ~I I 1.Jd I 11J
"Z.1iJ l./W I 10. I Jo I / I ,,,.. I ,..
14-<> 4.IW I 4' VO ! = I I) , I OQ
.,0'" 1::1/:> =. I '" I !Xl i 0 I .,
Height I Lo.d In LOs J" . J" , Y.OW. rluted MOIIOw """USlon. ",umlnum wo" I..,
I oiU J'VO 4W I .1\.1 ,40 ! J I 'v,
1';. 'v LOCO ''''' ':0 I .., I ov
I ".0.) I .od , / I =. I OQ I iO I o.
/.lV 14>1 :>0 /0 00 I 0/ I 41
Ex.mple:
"it'd Rod Area N_, Area = 'A'. Post Spac"'g ='S' Strvctu,e Project,on = W
A = S x \'N12 + Orn W'S' = T. W = 12'. and 0 H, = 2' then: Area' = 56 SQ Ft
For a ,0"1'. ;.>cSI and '20 mp.11. Wind Icoo or 23 # I Sq. Ft. post chOoces 'are
'i 2" x 3" x O.~- Hollow EW\JSIOn
2) All post s,zes I'SIe<: :.eiOw the 2" x 3" x 0 :)44. Hollow Se<::tion
NOle:
~re jOb oond~lOcs d""ate a pos, he'ghl. 01,0' In a '20 MPH wt~d zone.. 3- x 3" Rall!'arme<: COULD
NOT 3E used ~use when rt .s more than 1 Q' tall " can only sU?oort 39 SF of 'ool On \I\e ather to,and. a 3. x
3" "luted Post wrt.~ a post M'ghl. 01 10', 7. can suppon an acea of '28 SQ"are 'eel o1.rea. ThoJs des.gn mus1
X1lIsfy OOth he9ht and area reQ'UJrem~nts
Table 2.4:
Footings. Maximum Roof Area for Carport Posts
Wind Zone :a:
Applied Lo.d =
,25 MPH
261/15'1. H
Existing SI.b on Gr.de
with unknown
reinforcement
,3
Maximum Attributable Roof Are. in Squ.re !'eet
30 22 20 15
59 43 38 3,
77 57 5, "
120 89 78 54
150 I" 98 60
'55 ,,5 '02 83
194 ~43 ,27 103
200 ,77 t44
240 2'2 172
.. Nott s:
Isola1ed FoolJ"9 IS . poured concrete ~ta"9ular soM (lenglh . Width. Depth)
SlaO on grade musl ~ new or in ~ Cond,lion
Pre-Cast Block Footing
?re<ast foo~ng blor..Jc ( IS. x '6" x 4") at 2" tie/ow grade WIth 80 # bag pre.m,x concrele and backfilled to
grade.
Uploft
Dimf'ns.ioos R.ting
#
(1) 80 # 8og5 ,,734 102 54
(2)80#8og5 U,g 107 57
(3) 80 # 8og5 ',904 ,'2 60
Table 2.2.2: Allowable Attributable Roof Area per Post for Carports,
Patio Cove~, and other Open Buildings - ALUMIN UM POSTS
Wind Lo.d "
Applied Load"
Maxim\Jm
Lo. d in Lbs
,40 MPH
E Steel Post
~.~ =_l~o, w'PH.1 ,,0 MPH ,40 MPH
I Applied Load" I 17 IliSq. FL 20 #lSq. FL . 26 #lSq, ~L 32 #lSq. FL
Maximum Allowable Roof Area in Squ.re F..t for V.rious Lo.ds on Post
Height 3".3" . " G.uge Post. 46 i<.s.L St..1
Table 2.5: Nlowable Spans / Heights for Numinum Pans
Utility Shed Roof or Walls
1,1/4" I( 12" lI; 0.026" Panel
Wind Overhang Condition
Region NONE 1'~" '1'.J)"
102 M.P.H. T -4+ T,7" 8'-4"
1'0 M.P.H. o,g' T~ T,1!J'
120 M.P.H. 0-4" 0'7" 7'.0
1-1/2" I( 12" lI; O.O~" Panel
WiND Overhang Condition
REGION NONE 1'.0" '1:.0"
102 M.P.H. 8'-S' 8'.a" '1-4"
110 M.P.H. T,g' 8'..y S',g'
120 M.P.H. T,'5' T.o 8',3"
3" x 12" x O.O~" Panel
',1/4" x '2" x 0.032" Panel
Wind
Region
102 ~.\.P.H.
110 MP.H.
120 M,P.H.
Overhang Condition
NONE 1'.0" '1'.0"
8'". 8'-4. 9',1.
T.o T.g' 8'./S'
6'"," 7',30 8'f1'
1,112" x 12".0.032" Panel
Wind Overhang Condition
Region NONE 1'.J)" '1'.J)"
102 MP,H. 9'-4. 9'-6" '0'".
110 MoP.H. 8',7" 8',,0- 9',5"
120 M.P.H. T,1'. 8',3" 8'","
Wind Overhang Condition
Region NONE 1'.1)" ';:.1)"
102 M.P.H. ,3',1'" 14',," 14'.0
110 M.P.H. 12',10" 12',1,. '3',5"
120 M.P.H. ,,.,,,. '2'.,- I '2',7"
Room Root Pare Spat'! :'W' as stxMn on clra'Mrqs
Note: To Double span install Z'. Z' x 0.036" Extr.;sion at Midspat'!
3" X '2"1( 0.032" Panel
Wind Overhang Condition
Region NONE 1'~" 2'.1)"
102 M.P.H. 1S,S" 15'-6" 'S,11.
110 M.P.H. ,4'.2" ,4'-4" 14'-9"
120 M.P,H. ,3',3" ,3'-5" 13',,0"
Table 2.3: Schedule of Post to Beam Size and Number of Thru-Solls Required
Aluminum Alloy 5063 T-t
6eam
Size
r x T, 0.050" Hollow Tilt
r , '" , 0.050" Hollow
r I 4i" lC. 0.03&" r. 0.100- Self Muing s.earn
r x 6" x 0.050" x 0.'20" Self Mating Beam
r. 7" x O.OSS". 0.'20" Self Mating Beam
r x S. x o.on" x 0.22." Self Mating Beam
r < 9" x O.07r x 0.22.. Selr Mating Beam
r. 9" x o.oar. 0.306" Self Mating Be am
Minimum
PosC Sile
Tx T, 0.060" Scalloped
T. Tx 0.060" Scalloped
Tx 3"x 0.060"' Sc..al1oped
Tx 3"x 0.060" Scolloped
T x 3" x 0.093"
T x T , Q.093"
3"< T ,0.'25"
3"x3",0.'25"
. Thr1.l-8olts a L"O+'".
Ii'" . 319" .
2
2
2
2
3
3
.
.
Table 2,6.1 Allowable Stud Heishts
Utility Sheds Framed With Hollow Aluminum Extrusions
6063 T -6 Aluminum Alloy (Fb = 1 s.oOO ps~
Wind Load
Applied Load
Load Width
,6"
2'"
Load Width
,6"
24"
Lo.d Width
,6"
2'"
Lo.d Width
,6"
2'"
,02 M.P.H
,g'l Sq. FL
9'.9"
7',".
10'-2"
8',3.
"',,.
9'oQ"
,z.,-
9'.'0"
Table 9.3:
Allowable Loads On Screws And Bolts
(As Recommended By Manufacturers/
, Self,Tapping and loIachine Screws Allow.ble Lo.ds Tensile
SITellj/th 55,000 psi; Shear 24,000 psi
Single Shear' Double Shear -
Screw Diameter (Ibs.) (Ibs. Withdrawal (Ibs.)
tIS 334 666 167
#10 418 836 209
#12 576 t,152 288
#1' 7~ \,468 367
'I'. 76, '.522 380
51\6" 1.253 2.506 626
319" ,588 3.7,0 928
Wood Lag Screw Loads
Using Southem Pine S.G.. 0.55 or Equivalenl1,1/2'" Thickness
Single Shear Double Shur
Screw Di.meter Ibs. Ibs. Withdrawal Ibs.
114" 170 235 396
51,6" 210 355 S2'
318" 240 460 7, 2
Concale Screws And Bolls In Concrete. Briel< or C.M. U,
(Embedment Must Ele a Minimum of 1.1/2" Thickness With ,.,14" From Edge)
2,000# Concret. 3.000' Concrete
Screw Diameter Tension Ibs. Shear Shear
,14" 757 319 352
5116- '.057 818 898
3IS" \.443 \.443 , .i75 , 503
Aluminum Ritr't'ts with Alum.num M.nd(eJ
Screw Diameter Tension (Ibs.) Sh ear
,IS" '29 176
5132" , 87 263
3/,6. 262 375
Aluminum R.iyets with Aluminum ....andrel
Screw D;a~ef Tension (lb..) Shear
11S" 2'0 325
5132" 340 490
3/,6" 445 720
Single S....ar Screws Fy = 36 . .so k 5 I Y.eld Stref'9lh
.. Double Shear Screws Fy = 50 ' 54 k 5 I Y.e1d Strer>gth
- AJI Oarrelle~~hs. Celus Industnal Oual~y U~ manuf.Clurer5 gnp range 10 malcl1I01al....11
IhoCkness of connect-on Use Chaf\ To Se~ saew U S flvel substrtuloon of ancMr
specf.atlQns In d"awl~$
2
2
3
3
140 M.P.H
36 . I Sq. FL
T.1.
5'.9.
7'-4-
S'.c"
8'.,-
6',7-
8'-9"
T.2"
...J
<:
(I)::J
aZ(I)
W<:W
J:;;Ea$
(l)Z<
od~1-
(I)(J)O)
Q::WZ
WOO
>(J)i=
OWO
OO:::W
O::J(J)
~t;o
0..::J~
- 0::: N
(J)1-
I-(J)Z
Q::;;EO
O::Ji=
o..zO
Q::-W
<;;E(J)
O::J
...J
<
u.i~_
.... N
1"\ :::5-
u.. V) ~
..:~~...
~Uu..,...
Q) ... ~....
C:~O'!:8
c:::q:~::;l
~ ~ ~ ~~
'[jj'" W X
WCl5~e
,"'xx
Q)Cl::~t1.<
,. IlJ W u.
'-'1lJ ....
c: ~ ...
QJ\3X
L... ~ to
~ q
t1.
6
OF
7
PAN ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
SEAUlNT
HEADER (SEE NOTE BELOW)
#8)( 9116" S.M.S. (3) PER PAN
AND (') AT RISER
#10)( ','12" S.M.S. (') PER RAFTER
OR TRUSS TAlL
ROOf PANEL
#10)( 314" S.M.S. AT '2" ON CENTER
#8)( 9116" S.M.S. (3) PER PAN
AND (1) AT RISER
ALTERNATE CONNECTlON:
#8)( ',1/4" SCREWS (3) PER PAN INTO
FASCIA THROUGH PAN 60XED END
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
HEADER (SEE NOTE BELOW)
#8)( 91'6" S.M.S. (3) PER PAN
AND (' ) PER RISER
FOR MASONRY USE '/4")( '-\14' TAP-<XlN
A.NCHOR OR EQUAL AT 24' ON CENTER
FI..:, ,,_~: w';!: #1': '( ',112" S.M.S.
'JR ...;000 SC2EWS ~T,2' ON CENTER
ROOF PANEL
#8)( 9116" S.M.S. (3) PER PAN
AND (') PER RISER
EXISTING HOST STRUCTURE:
1'1000 F~E, MASONRY OR OTHER
CONSTRUCTlON
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8)( 112"
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS.
ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND THE PAN.
PAN RlSS SHALL RECEIVE (1) EACH #8)( 112" SCREW EACH, THE PANS MAY BE
ANCHORED THROUGH 60XED PAN WITH (3) EACH #8)( " OF THE ABOVE SCREW
lYPES '-ND THE ABOVE SPECIFIED RIB SCREW.
~ '~R ____--
\~
\
I' FASCIA (MINIMUM)
BREAK FORMED METAL
SAME THICKNESS AS PAN
(MINIMUM) ANCHOR TO
~ASCIA AND Ria Of PAN
AS SHOWN
#8)( 314" SCREWS @ 6" O.C.
#8)( 112" SCREWS@6" O.G.
---
---
HEADER (SEE NOTE BELOW)
#8)( 9116" S.M.S. @8"0.C.
ROOf PANEL
FOR MASONRY USE 1/4")( '-\14' TAPCON
ANCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10)( 1.112" S.M.S. OR
1'1000 SCREWS @ 12: O.C.
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTlON
ALTERNATE ROOF PANEL TO WALL DETAJL
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x '12"
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH'12" WASHERS,
ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND THE PAN.
PAN RlSS SHAU. RECEIVE (') EACH #8 x 112" SCREW EACH. niE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH #8)(" OF THE ABOVE SCREW
TYPES AND niE ABOVE SPECIFIED RIB SC~.
COMPOSITE ROOF ANCHORING DETAILS
EXlSTlNG TRUSS OR R.AFrER
#8 x 9/16" SMS SPACED AT
8" O.C. 60TH SIDES
ROOf PANa
#10)( 1,112" S.M.S. OR WOOD
WOOD SCREW (1) PER RAFTER
OR TRUSS T NL
#10 X 314' S.M.S. OR WOOD
SCREW SPACED AT '2" D.C.
~ #8x9l16"SMSSPACEOAT
8" O.C. BOni SIDES
EXlSTlNG FASCIA
ROOF PANEL TO FASCIA DETAIL
EXlSTlNG HOST STRUCTlJRE
WOOD FRAME. MASONRY OR OTHER
CONSTRUCTION
#8 x 9116" S.M.S. SPACED AT 8"
ON CENTER 60TH SIDES
t~" ~~
FOR MASONRY liSE 114')( 1.1/4' T/\PCON
ANCHOR OR EQUAl ,\T 24' 01" CENTER
FOR WOOD USE #'0 x 1-112" S.M. S. OR
1'1000 SCREWS AT , 2" ON CEN"IER
i ~"; ".-
.... ii~'f
~;~
t
.............
~
ROOF PANa
#8 x 9116" S.M.S. SPACED AT 8"
ON CENTER 60TH SIDES
ROOF PANEL TO WALL DETAIL
NOTES:
1'1000 STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-fASCIA
FRAMING WHERE POSSIBLE ONLY' 5% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB-fASCIA AND niOSE AREAS SHALL HAVE DOUBlE ANCHORS.
AlL SCREWS iNTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1,1/4' WASHERS
OR SHAU. BE WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL 10 PANa OR PANS "1". niE WAlL
THICKNESS SHALL BE THE nilCKNESS Of THE AlUMINUM PAN OR COMPOSITE
PANEL WALL niICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST
STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MArERlAl CONNECTED TO.
THE ANCHORS DETNLED ABOVE ARE BASED ON A LOAD FROIA 120 ~".P.H. FOR
sac SECTlON 1606 FOR A MAXIMUM POSSI8LE SPN-l OF THE ROOF PANa FROM
THE HOST STRUCTURE.
~
~
~
a:
fo-
<Il
f0-
B
J:
,0-
#8 x 112" AlL PURPOSE SCREW
@'2"O.C.
BREAKFORM FlASHING
FASTENING SCREW SHOULD BE A MIN.
Of " BACK FROM niE 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 WlU HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY
4. FLASHING WlU BE INSTAllED UNDER THE FELT PAPER WHE.1Ij POSSIBlE
5, HEADER WIU BE PUTTY' TAPED AND CAUlKED EVEN THOUGH FlASHING IS TO BE INSTAllED
6. If niE DROP FROM niE EDGE OF niE SHINGlE DO'NN TO THE TOP Of THE HEADER IS MORE
THAN 1"niEN mE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO nilS DROP
7. WHEN USING FLASHING niE SMALLEST SIZE HEADER AVNlABLE SHOULD BE USED
12" .03 MIL ROlLFORM OR 8" BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
THE FlAP UP Of niE HEADER BACK FROM THE EDGE OF THE FLASHING
6. WHEN SEPARATlON 8ETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED
112" SEPARATION MINIMUM
9. STRIP SEAl.ANT B8'NEEN FASCIA AND HEADER PRIOR TO INST ALLA TlON
PAN ROOF ANCHORING DETAILS
SEAlMT
;z=- PAN HEADER
(BREAI<~ORMEO OR EXT.)
#8 x ~'6" S.M.S, (3) PER PAN
_ AND (1} AT PAN RISER
RIDGE eN'
HEADERS AND PANas ON
60TH SlOES OF BEAM
FOR GABLED APPllCA TlON
#8 x 9/16" S.M.S. (3) PER P~
AND (1) AT PAN RISER
#8 x 9/16" S.M.S. (3) PER PAN
AlONG PAN 6OTTOM
PAN OR COMP. ROOF PANEL
ALTERNATE CONNEcnON:
#8 x 1.1/4" SCREWS (3) PER PAN
INTO BEAM THROUGH 60XED
END Of PAN AND HEADER.
ROOF PANEL TO BEAM DETAIL
NOTE:
WHEN FASTENING PANELS OR PANS TO
WOOD ?\.ATES SCREWS SHAlL HAVE A
MINIMUM EMBEDMENT Of '"
ROOf PANEL (PER TABLES)
SECTlON 7
I
FOR COMPOSITE ROOFS: I FOR PAN ROOFS:
#10)( (t + '12") S.M.S. W1TH 1.114" lJ-- (3) EACH #8 x '12" LONG S.M.S.
D:AMETER FENDER WASHERS PER 12' Pf\NEL
0'2" O.C. (lEIIIGni '" PANa
fHlCKNESS + 1') @ ROOf BEARING . SUPPORTING BEAM
ELEMENT (SHOWN) AND 24' O.C. @ (PER TABlES)
NO/HlEARING ELEMENT (SIDE WAllS)
ROOF PANEL TO BEAM FASTENING DETAIL
(')#8)( 112" WIDi HEAD S.M.S.
TOP Of EACH RISER
#10 x 1,112" WASHER HEAD S.M.S.
THROUGH 60X HEADER'2" O.C.
INTO HOST STRUCTURE
NOTES:
1. WHEN HOST STRUCTtJRE IS MASONRY
USE 1/4' x 1.1/4" DRIVE PINS OR
1~'x~'~"THUNDERBOlTS
2, FASTEN THE EXlSTlNG SUB-FASCIA
TO RAFTER TAllS FIRST WITH
#10 x 3" S,M.S.
/~
/
60X HEADER
BEAD OF CAUU<JNG AlONG TOP OF
60X HEADER
ROOF PAN
(3) PER ROOF P N-l #8 x 3/8"
wi HEAD S.M.S. O.C. MO BEAM
(3) PER ROOF PA.N #10)( 1" WITH
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.
2"x 2"x 0.06" x BEAM DEPTH
+ 4" ATTACH ANGLE 'A' TO
Ff>SaA WlT'rl2-318" LAG
SCREWS AT EACH ANGLE
MIN. 2")( 3" x 0.050" S.M.8.
(4) #10 S.M.S, AT EACH ANGLE
EACH SIDE
A '" WIDTH REQUIRED FOR GUTTER
B = OVERHANG DIMENSION
BEAM TO WAlL CONNEcnON: L A ----J
(2) 2" x 2")( 0.060" EXTERNAl Y MOUNTED ANGLES ATTACHED TO WOOD WAlL WIDi MINIMUM
(2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) '/4' x 2,'14" CONCRETE ANCHORS TO CONCRETE OR
MASONRY 1'1 AU ADO (1) ANCHOR PER SIDE FOR EACH INCH Of BEAM DEPTH lAAGER THAN 3"
(AlTERNATE) (') 1,314')( 1-314" x 1.314")( 118' INTERNAllJ..CUP ATTACHED TO WOOD WALL WITH
MIN. (3) 3/8" x 2" LAG SCREWS PER SIDE OR (3) 1/4' x 2.1/4' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTI LEVERED BEAM
DEPTH lARGER THAN 3"
o
o
NOTCH ANGlE OPTlONAl
o 0
RECENING CHANNEL OVER BEAM
A!'iGlE PROVIDE 0.060" SPACER
AT RECEMNG CHANNEL ANCHOR
POINTS. (2) #10)( 2,112" S.M.S.
AT RAF1tR T NLS OR 2" ON CENTER
MAX. WIDi 2" )( 6" SUB FASCIA
MUST REMAIN FOR ANGLE
STRENGTH
2" x 6" SELF MATlNG BEAM W1TH
(4) #10 SHEET METAL SCREWS AT
~ ANGlE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
..J
-<
:>
Z
-<
(/)~
11:
LUZ
>(.!)
oCi5(/)
() UJ ~.
OOa)
~~~
.....11:1'-
c..:>Z
ad(/) G Q
I- :>'1-
11: 11:1(.)
Ol-UJ
c..(/)(/)
~~
()~
~
:>
..J
-<
t-
uj ~-
'... CO<
a.::l -
<I)~
~- ~ rt r!
Cl)t-$~
C~o"'i
C~ CD
Cl)~~~~
CO~J:~~
uj~a~~
, <Il J: ~
8~~~u.
c:(-'w
Cl)i3~t-
'- :(~al
~~
1
7A
OF
7
f1
~J
12"
f
L
^
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
Table 7.1.1: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H.14 or H,25
.1I~ X ,. X v.v," ",ser ane.
I vpen """alng'
I Wind Applied I ovema;;g<.;onalbon
Region Load "IVNt: 1 ';f~ ..., ..."
rwn-Y.t1. .,..S 0'. ,.,'~.;s- lV'"
I "V "'.1 .no 20 I ,.... 0'. T-IJ Of-4- ';.
fl<u M.~.t1. l.J ,." ,." 0," ~. ,,-0
I '2~ MY.t1. ;!ti i 0'. ,-<;' .,...,.. .'IT '1-<;-
''1<1 M.~.no .. .. .' 0': "-0
iT-174'"Xfrxl!:o",," KIser ~ane .
I vpen """alng' enclosea aUllalngs
1.-= wln~_ I ~~~~d I vvernang <.onaloan VYlna I App lea I uvernang _onaloon
I Regl~_L~1'~~1"-<r ....,.. Region Load NUNc '-<r ,..,. S..,. ,'.e"
1lMlf. . '. ~ .._ I _ _' T. ,.' ._"~ ..;,~:"::'...-:::~....,..t1.. I "" ," ,. o. J ,.., ~."
f.1tl1Cl':R' <1'--,,,._ ~-.I"W", '1" IT:J.i;' ,,_0l.i11i.." '.. ,"'. 0:0--;,. J. "0
r'~OliU'XI' zr -;~ ill";-I'-nr- Of.;s- 1I]-i:' ~I.--'" J. ..." 0'. .,.." ,.~ -rr-Y' i
I '25M.P.H. L ;!ti -I ';~"I 0': I.r. 0" "." "."'.".t1. ~iToO'. 0-\1 oO'~
~.~r . ,..a--t-JPr""~..,. ~-I \OY "'.~.t1. ,. '-<1 ...,- ,-<> ,0 ~.I1'
I '.1J'" X 12"" x O.~PaneIS
1 C>pen """alOg' enclOseO aUllolng.
I Wind I Applied uvernang l.OnOlOOn VYlna A!>P lea I uvemang <.ondloon
Region Load -I. NUNc ,...,.. ~Y.(f'["7~ Region Loa~ NUN!:; 1 I'.e" ,""', S.(7 I ,'.e'
[11I21.1".!'Xi1r-> 0' ~.. IV..O. ,o'nf. .M...l ," I 0-0 '00 ., 0-0 I lU.,
~' . . <U 100 I.~ 0-0 ~. ,'v. IlV"'.PXI~-<> ,.". 0., ~.o 1 '1.1lT
I ' .. _='--1...".'11- 1-0 ~.<T" ?7111J.7"T1<u M.~.t1. 41 0-". 0-"'. ~.
112 ... '~I6'.T" ~v -0 0'" ~V~ 1.. "'.".M.. "" ". ,... 0-' I '1V ~.,
I . . 32 I 5." I 6-3" 1 I,,, ~., ~-11 I'OY "'.PXI" ,...., ". ,. oO~., :
VYlnd
Region
'0" M."'.t1.
110 MY.t1.
l<U "'.1 .t1.
'2OM."'.t1.
'OY "'.I".M.
t:11Closea aUl/aongs
A!>P led uvemang <-onaloon
Load ""NC 1-\1 .... .-\1
.. ,.1IT ",,,' .,... r.~
;>:> ".,- "'1IT o. r.o"
~1 ,. ..., ,-<0 I..
... S,lIT "-4- O. 1'."
oo "r-iS,. '-0 0."
,...
'1-4'
';.
<5.
Of.
o.~
[T-T12" x '2" x 0.019" R1SllrPanel.
i -ope;; BuIldings Ene'osed tiullalng'
1 w,nd A!>P lea I uvemang <.onaloon wlna IAPP lea I Uvemang <.analnon
L:1oogion Load NUN!: 'ifiT-o-: s.<r 4.1)"' Region, Load ,"<ON!: j ,'.e" ,...:.... ".0'
102hf.p.t1. '0 100 0-. .., I 'V.~ I ,02 M.P.H. I ~oO I '-11 o.,~ 0-" 1 ~.~
fnO M.P.H. I <U '0..,- 0." .. .1 <5-11' I lU.' 11U "'.~.M. 15" ~-IJ '-0' ,., I .HI i ~.O'
~".M. z;J "'..J' 0-<0' ~!,~." "'" M."'.t1. ., ,"0; I ,.,. .,..;r-;-. ~.>
L';<O M.,...t1.1 "" "'llT ,.~' " <5-0- 'I. "'" ",.,..no 4:j .., .,v ,. I 00 ~,"
~.l'J'l:iJ2 O-.J" .-0 o. T., .. ''''' "'.".M. oo o. '."-0 ," <5. :
-lU x"'. u.o",,' se, ~ane'
I open t:SUltcmgs c:nc;tosea cuuamgs
I w,nd Appl,ea ovema;;g~ mna, APP ,ea I uve ang <.onaloon
! Region Load 1'<VNt: I ... "~,, ~ ~ Region Load '''-IN!:; I ,..,.' "..,.. i ...,.
L lU. ",."'.M. If <5'0' <5"'- '1-4' I HI-4- 11-r l'Un-.,...M. "" 0':0- 15'." o. IV
mlllif.,...11. 2l) r,,, I ll'-if Of., ~.'\T I, '4 ,v ",.p.H.! "" ". 'v '0-" '1 0"
[12OO1:.no l.J -0 {oO <5.' ~., ,1]:.. ''''' "'. '.11. ., ,.,. 0-... I "...- <5.
[125li(~.t1. "" 0.111 I '1.,- lU"'- 120 M."'.11. 4:j 0'-" I" I"'''''
[1401l....t1. J2 1$." Q., '... o. 'v. ,OY1.1": '.t1. oo ".;s- 0.1 o.r
1','12" r 12" r O.O~Panel'
! vpen Bwldtngs ~eulldlngs
I '02w~nd I Applied Ovemang (;OnOloon mno I A!>PlIea uve T1ang <-onaluon
Region Load "IVN!:; I :u~ T" .,,' ....,.. Region Load NUNc I ,.:o""T 4'" ....
I 1....11. 17 .... I ';-<;- 10-'. 11'.,. ]Z.J" ,on-. '.t1. "" '-'-L I.' 0-, .....
mv "'.~.t1. <U ~8':'!v "" lVoO "..- 11all."'.t1. ;>:> '''-is].,.,,, ~'.HI'
~,.,...t1. z;J ~'.'" <5.I1'~. 1-4- I 121l M. '.t1. 41 ,. A... ." 000
'.".no ,0 (00 .. !'~ V. lV' ''''' "'.~.11. 4:j I 0-" ,~'. I"" If.'"
~1'K1--~4 .,...- .1IT 'I' lU..,. lOY M."'.t1. ;6 "., 1 5-6 0<0
Note: Total roo( ~ wdll1 = room IMdlI1 plus walIlMdlI1 plus 0<ertlat1g.
....,.
IV.O
.'
'1.;s-
~-iS
'I..
".0"
llJ-<l
lCl-4-
.. ,
~
'00
[1
L
^
12"
f
~
12" WIDE X 3" RISER INTERLOCKING ONDUSTRY STANDARD] ROOF PANEL
SEe INDIVIDUAl PANEL SPECIFICATION (IN TABLES) FOR AllOY AND THICKNESS
Table 7.1.2: Allowable Spans for Industry Standard Riser Paneis for Various loads
Aluminum Alloy 3105 H,14 or H-25
T x '2" r 0.019" Riser Panel.
Open BuoIding. Enclosed Suildings
Wind Applied Ovemang Condition Wind Applied Ovemang Condition
Region Load NONE ".0" Z.fJ' ~.o" 4.Q" Region Load NONE ,'.0" Z.fJ' ~.fJ' 4'.fJ'
102 M.P.H. 17 1".\1' 12'." '2'., 13'-4" '4'-4- '02 M.P.H. I 29 g,," g-4" g.,," ,(1."" '2',Z"
110 M.P.H. 20 ,(1",' "'.2" "'-8" 12'-6" '3'., "0 M.P.H. I 35 8'''- 8'-6" g."S' ,(1."S' '''-6''
'20 M.P.H. 23 '0',3" 10'.5' I '0'.1" ",.,0" '2'.,," '20 M.P.H. i 41 7'-8" 7'.,," 8'-8" g.f1' "'.,"
'25 M.P.H. 2S g., g.,O" '0'.5' ,,...- '2'-iS ! ,25 M.P.H. I 45 7'-4" 7-, 8'..- g-6" 10'-10"
140 M.P.H. 32 8'.fr 8'.". g., 10'., , ,..,0" 1'40 M.P.H. I 56 8'., 8'-'0" 7'-8" 8'",' '0'-4"
I T x 12" r 0.026"' Rise, Panel.
Open Building.
ApoJied I Ovemang Condition
Lead ! ~NE"" -~'-?~.~ '1~
17 '3'-". 1.'.," ",5" I 15'-Z"
20 12'.10" 12'."" 13'.5"' ,,'.Z"
2) "..". 12'.'" '2'.,; '3'-4-
2S ,,'.3" 1 1'-5" ",.",! 12'-9"
32 \CJ-Z" 10'-4" 'O'.""j 11'.f1'
I Enclosed _ings
Wind Appl'ied! OvP.rhang Condition '
".fJ' I Region Load i'il.~!:T1;""Tl4" ~ -..-:a:-'
15.{f' '02 M.P.H. I '2:i '0'-8" '0','0'" '''~" 12'-3" '3'-4"
15'.'" '10 M.P.H. I 35 I 'iI-8" g,,," I 'O'~' 11'.5' '2'.,
,.'.5" '20 M.P.H. 41 I 8'-\1" g.2" I 9'.'0" 10'.f1' '2'.{f'
'3'.,0" '25 M.P.H. t--i- I ~., ~.9'" 'i/.5' I 10'-5' ".-5'
12'.".1'40 M.P.H. I 56 1 7'-5' 7'.11" I ~-8" : 'i/.9" "..,'
I Wind
Li':e9iOO
1'02 \\.P.H.
110 M.P.H.
I '20 M.P.H.
'25 M.P.H.
'40 M.P.H. I
13" x 12" x a.OJz' RJser PanelJ I
i
I Open Buildings I Enclosed Buildings 1
I Wind Appli~d Overhang Condition I Wind I Applied OYerhang Condition I
Region Load NONE ".0" Z.fJ' ~./).. 4'.fJ' I Region LOld NONE ,'.0" Z.fJ' ~.o" I 4'.0" I
102 M.P.H. 17 15'.5' 15'-6" 15'-11" 15-iS I ~7'4" i '02 M.P.H. I 29 ,,'.9" , ,..,," 12'-5' I 13'-3" j 14'.3'" i
"OIol.P.H. 20 14'.Z" 1.'-4" '4'.9" 15'-5' 1 15-3" I "0 M.P.H. I 35 ,'0',9" '0'.11' ,,'.5' '2'.3" i '3'.5'
'20 M.P.H. I 23 1~-3" 13'.5' 13'.10" 14'.e' 15'-6" I '20 foI.P.H. 41 I g.,,' '0'.," 10'-8" i '1'.r: '2'.9"
'25Io1.P.H. 2S '2'-5' '2'., 13'.," 13'.10" 1.'.,0" ! '25 M.P.H. I 45 1'1-5" g-8" 10'-3" , ".2" I '2'.5'
140 M.P.tt , 32 '''.3'' 11',5' 1".,,- lZ-9" I 13'-9" 1'40 M.?H. : 56 I ~-5' 8'.9" g-4" : 10',5" I ,,'-is
Note: Total roof para 'Nidth = roam W'idth plus wall 'Mdt.t1 plus o.emaf"lg.
Table 7.1.3: Allo"(able Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H'28
rrxu-xmTl'lJser Panel.
i openBulldmgs Enclosed Buildings
W'nd ] A!>P ,ea vve ang I.oOnalOon mnd APP ,ea I uvemang <.onOluon
Region Load! I'<VNC , '" "". ...,. 4.1)"' Region Load "'-'NC ... 7:-<r s..,..
10. "'. '.11. 11 l:T-lII '''.\1- '4." ". I ".11' I 1O'nf. '.no I" T:J., 11/.. 1-" ,."
110 M.P.H. 2Il 1Z." ,,,. ,.... 14' ". lIIil:~;>:> I '1.;s- '1.1IT H;.O' 1-4'
[12!r1l: '.M. ... \1' 1". '''00' ,.'" i4... 1 "y "'. '.no 1 ., I o. .. .." 1\.1.,-
'20 M."'.t1. "" '." 11'-4- -1IT ".... '''.rT1251.l:,...t1. "" 000 <5," .., 'v., '-0
f14lllil....H. 32 'Cl. 1(T-0 '~"V 1\." ,..ltrtw1l.1'X;6 -1IT <5. '1-0- 1 ,.
fTX1TXl!:0",,- KIser ,..ane s .
I upen tiUlidlOg. t:nclOsed """alOgs
! Wlna A!>P lea uvemang <-onaloon mna I APP lea uverrang I.oOnOlOon
I ~gion Load NUN!:; ,'.q' 7-<r ;]".(7' ".(7' Region Load "'-"'I: r..,.' ," .,,~ '"
1104 M. '.11. 11 10-" i\:f.... 10-<>' 11-" "<5-<1 1ln.f.P.H. .. '''~ '''00 lZ. 10-\1' "'"
I"OM.,...11. <U '0"11' 1O-if 10-'. \0-. 1.,.. 'U"'."'.11. .>:> .0' \1" " ,,,.. '..'V
L.;~ M..M. l.J 10-\1 \0-<1 '0-' ". 6':o"T1'2lrM.p.H. ., IV-' IV.'." 1/:-if 1;J.
L2.15lil.~.t1. "" 1.. 'S." 1.0; ,.-4' ,5"4"T12!1.1".PX 4:j ..' 11/' 11/-0 ,...
f1401.1".".t1. J. '.,- 11- ,.., ~.S "'.S ,... MY.11. I ;6 <5. 'I' '1'.- lV.'-
r"TX1TXO.03Z' Riser PanelS
i Open t:3ulldlngs I f:nCIosed Bullchngs
; Wln~;.d I Overhang Com',bon j WlOd ApplleO I Overhang Gondlbon
I Regian LOld. NoNEII"~~.fJ' I ~.o" i Region Load I "'-"'I: ;" 7:.fT ." .... i
[11Inl.. I I1TW n. , , .00000r.rfl1l'nf,P.H. .. ,.-<> 10"V ,,'.S ,..."., '".lIT 1
~.p.H. 20 10-"> '6"., . ffi~ I ~~:.P.H. 35 1,[,0- 1/:. 1.." lS.lIJ 10.lIJ
L'",M.,...M. l.J lO"" 10-0- lO. 6" .4' I'<UM.,...M. ., """ ,-<> ,,,.,, ,,,. 14-<.1
~.P.H. Zli 1.'.,. ,,,., ''''''"]'~ I e'~.P.t1. 45 'Cl."'''1 11.;s- "'...- "".
: 1411 M."'.t1. JZ ,S-if 1S." 100; I ,~5'.3" I ,411 M."'.M. ... 'I' lIT lV. lV-<> : 00 "'-0
....,.
10-0
. ,"..,
Not.: rot.. iU<:i paooI "'dlI1 . room '""eM ;>Ivs wall 'Mdlt1 ;>IUS o-.em'"'9-
J
}
12JXl"
l
l
^
INDUSTRY STANDARD CLEATED ROOF PANEL
Table 7.1.4: Allowable Spans for Industry Standard Cleated Panels for Various Loads
Aluminum Alloy 3105 H.14 or H,25
.",... x IT x O.01~" <.;I..",a ~ane"
upen "ulIalng. t:nCl Osed tiUII alOgs
,..no I "PP 'eo Uve ma ng ~ond,b on ""na APP I eo vvemang l.onaloon
Region Load NUN!: ,.". ,.., s-<r ...,.. Region Load NUNc I'''''' ,.(7' J"-<r ".(7'
IV. "', '.t1. 11 '-0 ~., 'v. 'V. '.." 'V4 "'. .M. ,~ r.," ,~ o. ~.. lU-<>
'u M,"'.t1. "" <5"'- <5''- ",0- W',' ,.;s- 10 M....t1. ,,~ "'-0- .,...- if." lV.S
... I. 0"" Of. .. \1-0 loOl "'. .M. 4\ ,. 0'0 ." <5" ..
"" 1'." ." <5"'- '1"- 1ll- ';<OM."'.M. ... ,'.;s- ".-if o. IS.S '1.1IT
''''''''.'''.t1. ,. 0-" 1-<1 r.,v ." 'v" ,"" "'."'.M. '0 ,. ,-0 0"'- -1IT ~oO
''''4" . ,. x O.O;!ti. <.;:.."'d PInel.
vpen aUlIalngs t:nC osea "ullalOg.
Wind APP 'ed Uvemang ~onaltion Wind APp,edl Uvemang ~on hbon
Region Load NUNC '" "" ." ,..., Region Load "IVM: ,,, "..,.' ...,. 4,1'
1'02 M.p.H.1 17 '1]-4- , 11J. ., . , '3'" '02 ".P.t1. 23 ., Of." if.'" ~. ..". .
CffOU~.,. . <U ..r .... "J'" T" ',,,00 'V"'. .M. 35 ; r.J" I T-iS 0-. ~., 'V.~
~:p.ri.l u IS. 1 'I." 'I., 'IJ." "'.,,- '2Il MY.t1. ., I$.;s- 1$." ... Of. lV'"
~.M. ,0 0-' if, ~-4' 1V~ '" M.p.t1. .5 0-' 0-0 '-0 0-' 1V'.J"
Y.H. J. .r ".llT .,.. '1.;s- 11-if \411 M.~.M. ,. 0-.- "'-1' "'-11' <5-S '1-111"
..J{~' x u x v.vo. ",,,,e ane .
upen tiUllalng.
\'VIna APP lea ~~on libon
Region Load. NUN!: Hr ,,,. ."
'02 M.P.H. 17 '.".'0- 11'. U'"
l"v",.,...t1. "V 111-4 1v. ."
~2lr1lI.P.H. u \1.;s- ~.lIT lIJ-o-.O'
1''''' "'."'.t1. "" ., 9'-4 .." 'v-'
1'40 MY.H. J. ~1 0'." 'I. lIJ-"
Wind
,..,. Regian
'J'.10' '02 MY.M.
'0. lU "'.
u,r 121lM."'.H.
,,,., ''''''''.
-0- 140 M.~.M.
t:nClosea "ullalOg_
Appl'ed Qve ang \.oon "oon
Load NUM: ,.,,~ ,-<1' .,,'
23 ~'. o. 'v .00 IVoO
., .'IJ 0-1 O.'U ~.'ll
., '.s 1''''- IS.S ~.O.
4.5 o. 1 ,., ~.,
,. 0'.< 0'''',0' ~'.;s-
Note: Total roo( paooI wdtt1 = 100I11 'MdlI1 plus wall 'Mdlt1 plu. o_ng
,,,.
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AlUMINUM Sl<IN
E.P.S. CORE
SIDE PANEL CONNECT-
TlONS VAAY (00 NOT
AFFECT PANEL SPANS)
SELECT PANEL DEPTH
FROM TABLES
<Ia'
,r.:"
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 orH-251.0 EPS Core Density Foam
~~p.nels
, , o;5e'i' 8V!;dln~~ I E."I";....~d BuildlO';jS
f- ~~ pp Ie I - -"-- -----oveniang COii.:aruffi'~ ~dll\pplleQ I ~emd?i9wn~---1
I R>gIO" Load 1"I0Nl:TT Z-:rr-, i Region I Load 'NUNE I ,.a- I-'.;:r i 3.Q" 4'~
'1on.l:l' . i..o I ll; ~.I 299'.," i 9'4" l'T-lf'l10." , ,<,.," I
,1W],f. . ,. . i 1..rl"OM.~ ~8':.3:..J Hi' I ~lr-~~
~ ";.;: '~~ I ;~ll.px+- ~T-<>I r." I 8'-<l" 19"" I ".~
i~~~:~~ I ~~ '~;-!.~v;--;~~ I ~~~! ::~:~~:: : :;;: :.,~: ~; ; :;5,". \~~
~~panels
r- Open l:3ul!dmgs
I Wln~d Applied Uvemang on I 00 In
I RegIon load ~N~".Q" Z:rrr I RegIon
fTIl2r;l: ,~. . T-10', '4'.r 15
jl1ll1>t ., I '20 ,1Z. -0, <,." : 1.
n20 M.P H. I .. , . I . I'. i .
jU51>f:1"l"[j 26 10-9" ,a.'" I ..::: I ~:.ol" 13.5" I ,2nf. .
'T4Olif ~12i9"a"lV-ll'j1cr. . I .7" \40 M PH.
,~~~pane~s
~ pe n "uJ' lOgS
i wrna~~'Plled : e ang on I on
i Reglol Load I~ I
~~~ 7 , ~'S.9'" ' 15.'O'! 1e.j
n~p:K j ~ : ~~'9" , ,z.,vf,.
~
po Ie
Luad
Enclosed oUlldmgs
i e ang: t...ondltlon
r1<<lN~ ~.o"
11.2""":1
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I
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:~
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Regioo
unr
~(;losedBUi'Ta"i"ngs
Uvemang Condition
';.0; I ~~ . ,~~.:
,. 1 I ,....:, I
pp Ie
Load 1OOl'l;'
~7 ,
~- '
i-+-O'
I U
i
I ..
Note: Total rod;>aI1el WIdth = room ",dtM pius wall widtn pius ,....rf1aoo>9.
[TI
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0.019" AlUMINUM COVER PAN OR
CONTINUOUS AlUMINUM SHEET
W
f
1
IJ8 X 518' CORROSION RESISTIVE
WASHER HEADED SCREWS AT 24'
O.C. AlTERNATE IJ8 X 518' SMS
W/112" DIAMETER WASHER.
TYPICAL INSULATED PANEL
NOTES: 1. INSTAlL RIGID FOAM INSULATION INTO AlUMINUM ROOf PAN,
2. COVER INSULATION WITH 0.0145' PROTECTOR PANa WITH OVERtAPPlNG SEAMS.
3, iNSULATION PANEL SHALL BE CLOSED WITH AlUMINUM END CAP TO SECURE PLACEMENT
AND TO DISCOURAGE THE NESTING OF WILDliFE AND OR INSECTS.
4. PROTECTOR PANEL WIU BE SECURED BY IJ8 X ~'8' CORROSION RESISTIVE WASHER
HEADED SCREWS.
5. SCREW' PATTERN WIU BE 12" ON AlL PERIMETERS AND 2.' O.C, Flao ON EACH PANEL
6. AlUMINUM END CAP WILL BE ATTACHED WlTH (3) #8x112" CORROSION RESISTIVE WASHER
HEADED SCREWS.
Table 7.1.6: Allowable Spans for Industry Standard Compvsite Roof Panels for Various loads
Aluminum Alloy 3105 H,14 or H,25 1.0 EPS COrt Density Foam
~lr.01Yp.nel' ' "41 --------J
. Ope!1 6Illlc.r.gs ~SDi7"UlgS , ~
r- w.nd I Af~5"~~ C:/emar.gC3Od~-j. - Wl~.!WpPlled I ~emlng ~Vj) I
I Regkn Load. T.a"'TZ-.a"'T"'~~ ;;;eg'o. Load NUNEI _.0-.1 t. ::c--'
sSiE I'~*ff,~~' 3i1a.9'" ~ ,. . .
~.. 1 ,. . . . ,. .
I
4'"~
E:nclosed BUildings
Wind ; Applied I l.Jvemang Condition
Region I Load y:
(- -.! !
- I 0"1l:P'J1:; 35 I '0'
-~- I ' 1Oll.? .H. i 41 -
.TTl~1l.l>K~'T.
llPJS-5OT'
.~
.n~
~
~TY.oJO'" jJ'anels
I Open BUildings
Ovemang Condlbon W.nd
~~~~ ,o~e~:,;
lrM".PJ .
. I' i 2OliT.?J
.~;rr~O".~ I ~~ :.p.ir
y. . 5" .l'X
Note: Total rod para ",dth = room 'Mdtn pius walt ",dth pius ""'m~
ATTACH SHINGLES TO COMPOSlTE ROOF PANEL
WlTH INDUSTRIAl ADHESIVE'
(2) CONTINUOUS 114' LINES PER SHINGLE 4' TO 6' O.C.
, CHEM REX-PL PREMIUM ~ URETHANE ADHESIVE
. OSI . RF140
AlUMINUM FACING
EXPANDED POl YS1'l'RENE OR POLYlSOCYANURATE
NOTE: MINIMUM SLOPE 1/4' PER FOOT WHEN INDUSTRIAL
ADHESIVE IS USED FOR ATTACHMENT
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