HomeMy WebLinkAbout00-9892
..
BUILDING PERMIT
i)V
7~-'
~;.~~
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09892
Date
1/- 7- V 0
~'
PL~- ME~lcAL
Sewer Conn
Property Owner:
Job Address:
Parcell.D. #
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Description of Work
FINAL
-tOJC)
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
...
City License Registration #
State Certified License#
~ - I (j;J nit J-I r'l
~n<-
0U':DI
I>?~
~
c;:~ fl ~
Company
c>u
,t/;z).-'f r:/;u L) G~/,
Valuation or
Contract Price
...t>-: 6; ID
,
~
~-;;~e.)
7.1'.,)- >r9'b
ELE~- .
PLUMBINC:: _'..
MECHAI\IIC^,l
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const, 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.
~\\vJ I
l (I'v DQ
A -( Q..;; "c\ T'1 AL0'~.
6'1544 M~\>~oci) LQup
/I! /2-''<:> cD
SQ. FEET PRICE .
MAJN OR LMNG AREA $
OTHER AREA UNDER ROOF $
OTHER
VALUATION $ Sf.o+O
BUILDING: $ 7'- 0(:)
':),
CREDIT: $ rJlf)
ELECTRICAL: $ tJlf1
PLUMBING: $ }JIlt
MECHANICAL; $ N)JA
RADON $ t-J!fr
TI F 'S ,I $
tJ/ft
I
---r6,4-L
== ~ 7"'). '" '"
.
APPLICATION FOR PERMIT
CITY OF ZEPRYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED
PLANS REVIEW FEE ----
/ t,J- ---<~'VC)
OWNER'S NAME F;flUllJ..)
JOB ADDRESS 39S;~~
Jk#DD
~c1J!J7).)()OJ ~ p
,
PHONE 720 -70~
LEGAL DESCRIPTION: LOT(S)
PARCEL ID # 13....;).(p -~l- bl "\0 ....Drrr;oCJ - lI~O(OBTAIN
BLOCK
SUBDIVISION
FROM PROPERTY TAX NOTICE)
WORK PROPSED: DNEW CONSTRUCTION
o ADDITION
DALTERATION
o REPAIR
o INSTALL
OSIGN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
PO(')) ('O&L
SQUARE FOOTAGE
HEIGHT
BUILDING SIZE
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
o BUILDING
$ ~-; ??lo
VALUATION;OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
o GAS
o ROOFING
o SPECIALTY
VALUATION OF MECHANCIAL INSTALLATION
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
~j-c;tfb
,P-
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD
ZOOZ '9 AJeruqa::l saJ!dX3 .;',,,.. "...
t>96S0l::l::l UO!SS!WWO::l ~~
padunqs J~~~~ .. ~ amEN
~Q)ZJ3q(V;H ')I' b1HJW
~uama6paTMou~~e 6uT~e~ uosJ:ad
~uawbpaTMou~~e 6uT~e~ uosJ:ad ~o a .S
~,pr;:~~~6P~ .j
.,eo ue a,e, ,&G_p,~ p,p~pue
(UOT~e~T~T~uapT ]0 adA~)
--::)'"7 f1/tYrZ.. U pa::>npoJd SEt.{ Ot.{M 0
.t.{~EO UE a~E~ ~OU PTP
(UOT~E~T]T~uapT ]0 adA~)
pa:>npoJ:d SEt.{ Ot.{M 0
JO 'am O~ UMOU~ AIIEuosJ:ad sT 0t.{1J
(pa6palMou~~e uosJ:ad 10 amEu)
..xL-LW' ~-f 'V Aq
Q~~- ' ...L VQ io Aep sT ::j. am aJ:01as:
pa6palMou~~e SEM ~uawnJ:~suT 6UTooaJo] at.{~
J:O 'am o~ UMOU~ AIIEuosJ:ad sT Ot.{M~
(pa6paTMou~~e uosJ:ad ~o a~u)
Aq
~6:! ' 73fJQL"fJI]0 Aep ~ sTt.{::j. am aJo]as:
pa6paTMou~oE SEM ~uawnJ~suT 6uT06aJ:01 at.{~
CONDITIONS OF PERMIT AFF~9AVIT
A. ~ OF DEED RESTRICTIONS
The' .n.... ..::signed understands that this permit may be subj ect to "deed restrictions" ~hich .
may be more restrictive than City regulations_ The undt~rsigned 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 Protpcti on }\gency-Al'lbest-.os ab?t..m.ent
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 COMMEN ENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOT CE 0 C NT".
/
, / ------xl
'^ .j'bv. /' b..--o--
SIGNATURE: OWNER OR AGENT
STATE OF FLORIDA
COUNTY OF PA<cD
STATE OF FLORIDA ~
COUNTY OF ~ rDAe.f)
R.
:; .
111111111111 1111I11111 111111111111I111111I 11111 11111 11111111
2000134322
Rcpl: 450316
DS: 0.00
11/l/25/1/ll!'J ty Clerk
i~92~~~T0f1A1N... PASCO COUNTY CLERK
~.58am 1 of 1
OR BK 4468 PG 1041
/J;SCD
state of
cJ J ' (NO'l'lCE 01;' CUMMENCEMEN'l'
7lc:Jf!-( c:tA- County of
'fUR UNDERSIGNBD hereby gives notice that improvement will be made to c~rtain
renl property, and in accordance w.Lth Chapter 713, Florida Statutes, the
followillg information is provldmj In thla Notice of COllunenCClIlCIlI::
1.
OescripLiun uf PruperLy: patccl Ill'. I?:>-:!J - Q\ - 0\ 40- OOOf:X).- II.5D
.------.-d--~l! ~1~yll..JYJ!!d1'01 -~-~ -, -t ~.Pi 'l bl
( J ,(!(./"\ I. ~RC f. .I.p ; lOll 0: ; Ie la-ope,..: Y i.l/IU n ;rep.' il l res .l. ava.l a e)
') .
3.
State ~
Owner In[ollllatloll :~rJalllc t
l,duressY/9-fl/ ,Mt~.loof2- city ~Ju 11<::;
IlIterest ill Property: G l...L; ().
Name of Fee Simple '1'i tleholdel.":
(If other thgll oWller)
l\ddresA
City
state
COlltractur: Nallle A-I ;fk~ J1b.Jlt,'/1Q/4l1
I\ddJes". +<--01 iSoH71.5" C.iLy J-r;rJ../lh
S\li.0Ly: Nt.llli,:. .___
.-:7 ~ 335YO
S ta te ."'-/11-
Address
City
state
l\moullt of Bond: $
>18318 ^lnd~~~~ A8
IHn08 Iln:)8lfH.i~' '~i\jl/~ d mr
~ c.__.._._.'~ -
::10 '~. (; Sih."'.:." . 0 Vi-!
AI/\J S' ,. J!::I:iU SII... :"if)]::, :)nw, .10 HO
311::1 ~o .LN3V\Jn~oo 3tH 'jO 'dUll IJ'lti:::lU:) mJ\i ::Iil8.l
Ij 81 9N1083tJO:l 3Hll\iHl ,uiHdJ 01 S! S!Hl
OOS'itd :lO A.U\lnOO
VOll::lOl::l :jO .3J.V.J.S
BUILDING PERMIT
CITY OF ZEPHYRHILLS
This card shall be posted In a conspicuous locati~ before starting work
PERMIT NO. 97-8 D DATE ~ .. ?... t//J ()
::..:~.~!~~.!'"~~~ ~ ~
iA.JfJ RJ( ~) rOt) ... BUlldi~
BUILDING 1'1'1 ELECTRICAL /
Contractor 1/. r',( (!,1JJ~<r-
Footer
Pre Slab tJ,K. tJ'f, 1lt. 00" ~
Contractor
Const. Pole
Lintel
Framing
Insulation CI
Insulation WI
Driveway
Misc.
Temp. Ser.
Rough-In
Pool
Pre-Meter
Final
ho7&/f /30 liP O/<.- tJ1, :J.? -tI&f.
"
Contractor
Slab Rough-In
Tub Set
Water
Sewer
Final
PLUMBING /
/'"
-'
MECHANICAL
/
Contractor
Dlscon. & Breakers
Ducts Insulated
Compressor
.cFlnal
.-
._~
"-"
CALl'FOR INSPECTION ) \
\
8 HOUR NOTICE REQUIRED \
1-813-788-6611
PROTECT THIS CARD FROM WEATHER
REINSPECTlqN FEES: When extra Inspection trips are necessary due to anyone ni tI._..~ .
reasons, a char:;:OfTwenty-Flve and 00/100 Dollars ($25.00) shall be 1 NYCON INC. III......
trade: 101 CROSS SRT, 02891
WESTERLY
a. Wrong Address ~.... . 800-456-9266
b. Condemned work resulting froDl1.!lLl.lty constructlon._..._-~ . ~FIBERSWILLBEAD~~
c. Repairs or corrections not made when Inspection called.- . NY~~ ~~NCRETE ON T~'S JO
d. Work not ready for Inspection when called. l~cORDANCE W!T~N~RUCTION
e. Pennlt not posted on job site. MANUFACTURER S
f. Plans not at job site. FOR MIXING. .
g. Work not accessible. FURNISHED BY (CONCRETECOMPANVI
The payment of relnspection fees shall be made before any further per", TIFIED BY _ ESENT^:;;;';
person owning same. . MIX CER (CONCRETECO.REPR
'~"
!'
,,;f:';'
'-''-''-no'> Vy~ 11::1-1
813-441:64~r
, 1 "i\fUl
Lct'H '( HHILL
813-782-5946
.r: - ~~
,,',"-".
~~:
: . . ....H9,O d by an!l~elw.een
$~hyrhifi$, FL 33541 il,.(
I'." . ',..", ,
;:... , (hereinafter called
<;~~,P!l: 7 X 0 7 ~S-{L
m~de:~t the premises Jqc;a:~~d at:
"'-'.' " ;:.\;".. (;iL~,;.
:1
\~
~
YOU':>
..:\
r -j
~ \
~}:;--
.L CJ C;-
d
o
~
\-
Ci.
-l.
~--
,
.-.-....),~.
.:.....,
1-...\
l...)
.)
..~
1:\
\'-1...
,
.c,
_____n_____ (
\
-::7
1__
'~~-=.<I~,_J_:__'.~~::~~..___ _ ___
j
I
(
(.-1.
o
-)
b-}
'.
:..,..-
!1!
',yo
'---
_l
L(P
<:J
fY)
., .
\~}I
)1
/- ~
llJi
\ i :
H-'
,
,
-Cr'
--:-;'(
<..._~;
C'i
'c
{)
,
\
\
.__1'.-
.)
J
~'
':Z-- V\ '
~l~ ~
r.:::-, 0
-- ~
<.. ~'
I
a
(Xl
z::-
"....
~ -'
-.!
G'..
-,
I[
!-
,
~~
r't!
.::.1'
,.')!
-,
. }l
~i
"2i
-
d:>
_c)'
J.- .'1,
""
f'J
---
-.....-. --.--.
"r......
.'",.
V"", \_
':.;,r.. :'1 '-
.~~ ."
. - \:-- o.i.... f:
,'I _
~
-;-
....
~
-....
."}f?
I
~.-
"--- "---"_"'h'___ ____
~)
:.:. -I' -.,/
-.' -1.7, 1;1---1-
-:~" '.'\~
-'
-
;.
.,
c.
/
../'
/.
~<:
( ..}
/) · c
( 1 ~L/ a
~
/
r,
..
SCREEN TYPICAL
SEE TABLE 1 .3
K-BRACING
(OPllONAL)
~=:-:-_~.~
...~,~
TYPICAL FlAT ROOF ELEVAT10N
PE.'l.IMETE,'l. WAlLS ANO F'lAMiNG SIZES
SEE TABLE' .3 OR 1 .4
K-BRACiNG
(OPTIONAL)
AlUMINUM COLUMNS
SEE TABLE 1 .3 OR 1 . C
UNLESS NOTED OrrlERWISE.. SIZE
MEMBE..'\S PERAP?ROPRlATE TABLES
TYPICAL FlAT ROOF ISOMETR1C
CABLE CCNNECllON
DETAIL 2
ALUMINUM BEAMS
SEE TABLE' . , OR , . 3
PURL.N
DIAGONAL ROOF aRACING
SE: SCHEMAllC PIJ<N
CABLE aRACING
TYPICAL NOMENCLATURE FOR SCREENED ENCLOSURES:
IV" = SCREEN PN-lEL SPACiNG
'l' = MAXiMUM aEAM SPAN Wm-;OUT KNEE aRACE. ADO HORIZONTAl
LENGT11 OF KNEE BRACE TO SPN-l FROM TABLES_
'H' = MA)(JMUM UPRIGHT H8GHTS
-SY'(' = SIDE WAllS CAN BE FRAMED WITHOUT TOP BEAM N-lD CAN
BE SMALLEST EXTRUSIONS AllOWED BY SPN-l TABLES
- e'--=-~-.&-~_ -
-~~~
TWl PURl..JNS (TYPICAl) PURLNS (TYPICAL)
P<=..RiMET"ER ME.\lBE.'\ CABLE CONNECllON
CABLE CONNEC1l0N DETAIL' (TYPICAL)
DETAIL , (TYPICAl)
SCRESN TYPICAL
>.,--
SCREEN TYPICAL ALTER.'lATE CABLE
Cl-'AlR RAIL (TYPICAl) SEE TABLE' .3 CABLE CONNECTION
SEE TABLE 1 .3 H H DETAIL 2 (TYPICAL)
CABLE CONN EC1l0N I
DET AlL 2 (TYPICAL) ,. X 2"
K-".3RACIN-:; K-".3RAC;NG
(OPTIONAL) ~ GRADE (OPTIONAL) GRADE
=~ -"'= _D-'"
~ '- --
""''''~7'''''
TYPICAL MANSARD ROOF ELEVATION
TYPICAL DOME ROOF ELEVATION
NOTE; SIDE WAll CABLES ARE REQUIRED
,..,.,EN PR0..iECTlON ''S'.V EXCEEDS
29'-0' T11E.'N PROVIDE (1) CABLE FOR
EACH 300 Sa. FT. OF WN..LAREA
NOTE; SIDE WAlL CABLES ARE REQUiRED
WHE.'N PROJECTION.s.v EXCEEDS
'fl-<J' 11iE.'l PROVIDE (') CABLE FOR
EACH 300 sa. FT. OF WAIJ.. AREA
~s.,.,
/A{,...
~.s~.
"-LlV,
f?<;
.1(-".3RACiNG
(OPTIONAL)
PERiMETER MEMBE.'l.
rW~ I
'-<--1SJI 1 I ft-- ~~~ ~CNNECllON
CHAIR RAIL (TYPICAl)
" I~I_~ """'""
~I I V . 1'x2"
'-<-- (/ ~ ' ..rr-- GRADE
NOTE: SIDE WAU.. CABLES ARE REQUIRED
\\'HE.N PRO.JECTlON .SW EXCE",DS
v: 29'~' 11iE." PROVIDE 11) CABLE FOR
.s7';1y, EACH 300 sa. FT. OF WAlL AREA
G.s~
UCruf?t:
SCREEN TYPICAL
AlUMINUM COLUMNS
SEE TABLE 1 .3 AND 1 .6
l' x 2' TYPiCAl
TYPICAL MANSARD ROOF ISOMETRIC
.: ..,..
AlUMINUM BEAM
SEE TABLE' . , OR ! .3
"'lU~INUM aEAM
SEE: TABLE 1 .1 OR 1.3
DlAGCNAl. ROOF BRACING
SEE: SCl-\EMA TIC PIA'l
K-BRACING
PURUNS (TYPiCAl)
DlAGONAL aRACiNG
SEE SCHE..'MllC P!J\N
PERiMETER WAll FRAME SIZE
SEE: TABLE 1 . 3 AND 1 . 4
UNLESS rIOTED Ol1iERWISE. SIZ!:
MEMBERS PE.'\ APPRCPRlA TE TABLES
UNLESS NOTED 011iERWISE. SIZE
ME,\l8ERS PE.R APPRCPRlA TE TABLES
PE.QJME7ER WAlLS FRAMI,,"G
SIZES REFE.'\ ,0 TABLE 1 . 3
AND TABLE' .4
TYPICAL DOME ROOF ISOMETRIC
l1iE DESIGNS N-l0 SPANS SHOWN ON 11iESE DRAWlNGS ARE
BASED ON 11iE LOAD REQUIRE.\lENTS FOR 11iE FOUOWING
CODES:
I) STAII/OARD BUILDING CODE '997. CHAPTER 16
INClUDING ssm '0-96
2) OOCA NAno.'lAl BUIlDING CODE'996
3) TEXAS DEPARTMENT OF INSURANCC IV1NOSTCRM
RESIST ANT CONSTRUCTlON 19S8
NOTE:
WINO LOAD CONVERSlON:
SPANS N-l0 HEIGHTS FROM TABLES AAE BASED ON A 120 M.P.H_
WlND LOAD. TO CONVERT TO A '40 "'-l'.Ii. WINO LOAC MUl TlPl Y
SPANS AND H8GHTS BY 0.55
JOB NAME:
ADDREss:
DRAWING FOR ONE PERMrT ONLY
....J
~
::J
(/)Z
UJ ~
a:: ~
::JZ
00
::J(/)
a::W
1-0
(/)(/)
WW
~a::
;$~Z
u:uO
:Jf=
~a::u
:JI-W
Z (/) (/)
- ~
~ ::J
3z
~~
::J
....J
~
(/).
....J
~
UJ
o
.>-
W ~_
. '- N
0.. --' -
::> N
"l '"
- <!: -'
;:: 0 ;j. ..,.
<ll U -t' ~
C.. z .,. '"
~ 0 '" '"
c ~ ~ ~::J
<ll<l.o(~":'
CQ3~e~
. ~ >- u.J ;J;
WC<J o::l Z co
Q 0-
<ll'~[~
uili::l':j'"
c'" "'u.J
<ll~i:jf-
~;rr.
::--,P
SIt>..
~/
g
1
OF
10
PURUNS (TYPICAL)
CABLE CONNECTION
DElAIL' (TYPICAL)
SE::: TABLE' .3
TYPICAL GABLE ROOF ELEVAT10N
-~~~.~ ----:::.._.~.,
PURlIN (TYPICAL)
f-W---f
i .
,
NO~MATCH SlOPEANO EXTRUSION
SIZE ANO SPACING FOR RlSER
WAlL saow
CABLE CONNECTlON
DET AlL , (TYPICAL)
ALUMINLM BEAM
SEE TABLE' . , OR , . 8
SCREE."l"TYPICAL
CABLE CONNECilON
DETAIL 2 (TYP!CAL)
'" x 'l:' "TYPICAL
GRADE
SCREEN "TYPICAL
r-
I
CABLE CONNECT',ON
DETAJL 2 (TYPiCAL)
SEE TABLE' .3 H
~
TYPiCAL TRANSVERSE GABLE ROOF ELEVATION
:--...... NOTE; SIDE WALL CABLES ARE REQU',RED
, ............. 'M-IEN PROJECTION .SW EXCEEDS
'I "-.... 29'.<.)' ~EN PQQVIDE l11 CABLE FOR
~ EACH JOO SQ. FT. OF ''''AlL AREA
/ L
.' ~/~~I
.
SCREEN TWiCAL
PERIMETER WAlLS FRAMING
SE= TABLE' .3
UNLESS O~ERW1:;E NOTI:D, SIZE
MEMBEHS PEFl. APPROPRlATI: TABLES
TYPICAL GABLE ROOF ISOMETRJC
2" x 2" ANO" x 'l:' MAY BE ROTA/cD
TO RECEIVE SCREEN
OPTlONAl ?OSmON OF TOP RAIL
Wl11-l ,. X 2"
BEA... NOTCHED AROUND
2" x 2" x 0.044"
,'IS!
#-;.0.
" -;.0.
t'"
SELECT FASTENER SIZE. NUMBER
AND PATTERN FROM TABLE '.6
@ @I
@
@l
I
N
Li1
2" X 6" BEAM TO 2" x 3" UPRIGHT
CONNECTION DETA!L (FULL LAP)
~.~
NOTE; SIDE WA:...L CABLES ARE REQUIRED
.Y-ie/ 'ROJEC.~:C~ 'SW' E.,':EEDS
."-'l" n-iEN PROVIDE (') CA&.E o-:lR
EAr;H JOO sa. FT. OF WALL ARJ:.A
,qISEFl. WALL
DIAGONAL ROOF BRACING
SE= SCHEMATIC PLAN
P\JR1.1N (Ti'PICAL)
PURL,NS (TYP!CAL)
RISER WALL
AlUMINWM SEAM
TABLE' . , OR' . a
AlUMINLM SEA!"
TABLE' ., OR' . a
DIAGONAL BRACING
SEE SCHE!M TlC PlAN
AlUMINUM COLUMNS TYP,CAL
SEE TABLE' . 3 OR , . 6
'" x z:' TYPICAL
AlUMINUM COLUMNS "TYPICAL
SEE TABLE' . 3 OR , . 6
UNLESS OT'rlERW1SE NOTED. SIZE
MEI.IBERS PSq APPROPRlA TI: TABLES
PE.ClJMETER WALLS FRAMiNG
SEE TABLE 1.3 OR' .4
tyPICAL TRANSVERSE GABLE ROOF ISOMETRJC
\
@
b
'"
o
o
><
~
><
N
SELECT FASTENER SIZE. NUMBER
ANa PATTERN FROM TABLE '.6 SElECT FASTE."'ER SIZE, NUMBER
ANa PATTERN FROM TABLE 1.6
NOTE; MiNIMUM POST SIZES ARE REOUlRED
FOR EACH BEAM SIZE. SEE TABLE '.6
:9>
BEA'.! NOTCHED AROUNO
z:' x 2" x 0.044"
s
o
o
.
...
.
'"
GUSSETT f'LA,TE 0.050' OR GREATER
SELECT FASTE."lER SIZE, NUMBER
ANO PATTERN FROM TABLE 1.6
2" x 6" BEAM TO 2" x 3" UPRIGHT CONNECTION
WITH GUSSETT PLATE DETAJL (FULL LAP)
2" x 6" SEAM TO 2" x 3" UPRIGHT
CONNECTION DETAIL (FULL lAP)
~
-....~
.,
r--
I
\ ,(- 1'1 -', Nore MATCH SLOPE ANO 8<1RUSION
I.' SIZE AND SPACING FOR RISER
WALL aELOW
1'1 l~
~1-l=l=l. '
, \1, ',' ~,==C=l V
--1\\ ~ I h-
., I,i \,1. yl=, l=~
. - l l' x 2" TYPiCAL
l j\/ I r=1"r- GAADE
2" x 4' S.M.3.
2" x 5'" S.M.3.
2" x r S.M.3.
2" x 8" S.M.3.
2" x 9" S.M.B.
I
I
-r-
I
I .
'"
z:' x 3" UPRIGHT I,1UST BE NOTCHED I::;
FOR 2" x 2' ROOF PURLNS . "'
SELECT FASTE.'<ER SIZE. NliM8ER I ~
AND?ATTERN FROM iABLE'.6 IN
,
I
i
I
I
I
i :) :) I :)
REMOve EXISilNG -!-_ 0 0
FASTENING ANO RE?l.JI.CEi I 0 0
~~ FASTENING I ~ ~
:) :) I :)
, : I :
j
(2) #10 x 2,'12" WASHER HEADED
CORROSIVE RESIST ANT SCREWS
AT 16" ON CENTER
NOTCH BEAM TO RECElVE
PQST ADDmON
POST
SEE TABLE '.3 OR '.6
I
'~ ~ I
'!' '!' I
~ '"
>( >('
HORIZONTAL BEAM TO UPRIGHT
CONNECT10N DETAIL (PARTlAL ~)
/
I
2" x;co ?lJRlINS ATTACH TO
BEAMS WITH (2) 1t10 x '-\/2"
SHEET MET AI. SCREWS
2" x 2" MAY BE ROTATI:D TO
ACCCMODATE SCREE.N
l' x 2" EXTRUSION FASTENED
TO 2" x Z' Wll111t10 x '.'/2"
SHEET METAL SCREWS AT 24'
ON CCNTER
BEA'" OVERt>> CONNECilON
OR GUSSET
NOTE; MINIMUM POST SIZES ARE REQUIRED
FOR EACH BEAM SIZE SEE TABLE 1.6
Z x r SaF MA Ti,~G BEAM
(15) #S x JJ4' WASHER HEADED
CORRoSIVE RESISTMT SCRE"'S
AS SHeWN
::
\. x 2" SNAP SECTlONS A Ii ACH TO
2" x Z' 'M111 #10 x '.\/2" SHE:i
MElAL SCRENS AT 24' ON CS'fTER
OR CONTINUOI,;S SNAP SECTIONS
2" x 2" PURllNS ATTACH TO aEAMS
\'IIffii (2) 1t10 x ,.\J2" SHEET METAL
SCRE\VS
:::
,. x 2" OPE."4 MCl< FASTENED 70
POST wm; (2~ #10 x '.112' S.M.S.
:::
EXlSTiNG Z' x 3'
ADDtTl0N OF 2. x 2" TO EX1ST1NG 2. x 3.
MINIMUM POST SIZES ARE. REQUiRED
FOR EACH 6EAM SIZE. SEE TABLE' .6
SEU' MATING BEAM
SEE TABLE 1.1 OR 1.8
,. x 'l:' SNAP SECTlO,\jS ATTACH TO
2" x Z' WITH 1t10 x 1-'12" SHEET
METAl SCREWS AT 24' ON CENTER
OR CONTiNUOUS SNAP SECilONS
Z' x Z' PURlINS ATTACH TO 6EAMS
'MTH (2) #10 x ,.,12" SHEET MElAl
SCREWS
l' x 2" OPEN BACK FASTENED TO
POST \'IIffii (2) 110 x '-'12" S.M.S.
SLOPING BEAM TO UPRIGHT
CONNECTION DETAIL (PARTIAL lAP)
...J
~
:)
r./) Z
UJ <
rt ~
:') -"
r- i3
(j Ci5 r./)
:J ....J
a= UJ ~
f- a f-
r./) r./) w
w UJ a
~ n::
~ :J Z
f-
() 0
I..L. :) ~
~ n:: (j
:J f- W
Z r./) 'lj
- :2
3 :J
....J Z
~ -
:2
:J
....J
~
I-
'<:
W ~_
. -' N
'" :;)-
LJ.. V) N
.. ~ ~
~ a u.. ~
m~.('"
Ci5t5~:.;;
c~~...:g
ma<g':;;
en ... a "'...
. ~ ~ ;;:; g'
W~6~~
m:r~5:~
"UJ<QWu..
"-IlU("")~
C<:~w
-)(>-
m I.:l 0
L.. <: Cl)
~ UJ .
,-' 0
~o.:
l)
uO
2
OF
10
-~~~~.
~g~~~~
I SPAC,NG I 2-+-SPAC:NG I 2
1 BEAM SET SPAC,NG
SP ACi NG I :C-+-SP ACiNG I 2
BEAM SET SPACING -
I
STRAP LOCATION FOR SUPER GUTTER REiNFORCEMENT
>'!.7E.,-""TE 7AA'<SCM UP'<JGi1i
~ l" SO, 0.050" S8.A? ~ EACH
/;---- BEAM CCNNEC7'C,'" NlTh (2):::e '2;
',7." S.M.S. iX'J'. S7RAP
31.:E .A;tES ~.....- ": l':.AO SCREtVS ~ 24' Q,~,
i"7/ ~-
I / '~\I'\ /l
':~~,,~,,' v~
C:.EL"" ,l,.;'~ i i~ -; ~C:.AM
.......
r r r 1 C.os.:r Ao'lGLE Mlr"'I
I') ~ X Ill' SJ.t.S. EACH SIDE
TO "S'.M ......0 S\;?"J'. G\1T7E."-
RECEMNG C<W<N8.
2.'~, " 'MT'H (3) ~ X \fl' S.M.S.
OR ""'GLE ( " x ,. 1 (31 #S ',12j
S.M.S. EACH SlOE OF SEAM
MMlMUhI DIST AH:;E. TO HOST
STR\JCT\JRE ....!lU 35" 'MTHOI.IT
SITE SPSCF',c ENGmEER1NG
.......
..........
"
SELF MATiNG BEAM CONNECTION TO SUPER GUTTER
l' , 5" x 0.1l:5a' S"8,A;l ~ EACH
SEAM CO/-<.....EC7l0N ....,'rlIZ1 #8 X
'IT S.M.S. ~ S"8,A;l
".. x T l.'oG SCREWS Q 24' O.c:.
MINlM\.:1oI ......0 IZ1 Q EACH STRAP
,,'
RECEMNG c:w..~NB.
2.\~ X ,. W1Tl1 01 lie X 'fl'
S.M.5. EACH Sloe OF Se........
IMXlMUIoI DIST 11.'<0: TO HOST
STll:\JCT1JRE W"ll35" 'MT'rlOUi
SITe S?!:Clf1C ENGL....ESqjNG
SELF MATiNG BEAM CONNECTION TO SUPER GUTTER
"-4INIMUP.f r ~ J- l 0.050'" OFt
PER SEAM 70 MINIMUM POST
SEE TABLE' 5
f1
I
i
I
Sl @ 1
g) = I
Sl '"
~ ~ I
Z'"x rx O~, SEAM oern;
.4- ATiAOi A.II.jGLE .".. ro
'ASC:A WITH 2-J.'8" !.AG
SCREWS A T EAC~ A.~GLE
L
\
I
I
I
~IN. r l r 1 C.05O" S.M.8.
,.).,05......5. AT EAc; N-<GLE
EACH SlOE
~A
SEAM 70 WAU CCNNECTlCN:
:Z) 1:' , T , 0.060" EXTE.,-'W. Y MO\.)NTE) ANGLES A IT AO<E!:l -0
t.OOO WAUMTli MiNiM\,;1oI :Z1111', l'!.AG SCi'lEWS ~"- SICE
OR (Z)'.'" ,2.':" OONCRfiE ANC1QRS TO CCNCRfiE OR
"'."-SO"RY w", ~ ADO I'! ANc;OR ~~ SIDE FO.. "ACH :NO-\ OF
3c..AU OUTi"1'1 '.AFtGER 7H........; :r
(ALTER.NAiE") P) ~-3.'4. X '.3,'.... x '.30'." ~ V8"";~
U.QJP AITACiED TO WCOO WAlL.MTli MIN. 01 J,1I' xl'
!.AG SCRE...-s P~~ SIDE OR 13) '/4. x 2.'14' CONCRfiO II.-.cHCRS
70 CONC1E1"E OR MASONRY ....AlL ADO (') II.'I01CR ~"- SIDE FOR
EACH INCH OR CCN71u:"'VE.~ SEAM DE?Trl W'lGE."- ,M~ J"
,9)
@
Sl
@
@
@
@~
:~
I
l'
,/
a
A :r '.VIOTrl REOUiRED FOR GVTiE.~
~. ~<G D~~>CN
CA."ITILEVERED BEAM CONNECT10N TO WALL AND FASCIA DETAIL
RECEiY\NG Gr'A~N8. CYER SEAM
ANGLE ?'lC\l\OE 0.060" SPACE.~
@ REC8ViNG O"".,N8. II.~Cl1CR
?Q1l'-iS. (2)",0 x2 '!l' S.....5-
@ Rh--rE.q 7AJlS OR l' O.O,.WX
WI 'z-l5"Sua FAC:A
i 0
I 0
\
I
~
!
I
NOiCl' A.~GlE OP11C1'W.
"'UST RE.\WN FeR A.'<GLE S1RE.'IG7l1
Z' l 6"" se...c MATiNG SEAM \MT~
(4)"0 SHEET .~ETAL SCREWS AT
EACl' A.'<OLE EACH SlOE
CANTILEVERED BEAM CONNECTION AT WALL (END Vl'2N)
,F- <I-.5Q" -,I- <1-.50' -?' "!oWl
" '-"<
J>"r----\----,,',,: I I
I 0E1<0TU so.e:" ,,="" I ~ "'7 d
1<<JT_....Cf~ -Ii
J ' _ . . -I. _ ..~ I I
..,.,..""" , ' , --"'<
S?lJCE 1"0 SE lOCATED l/. TO ,rJ
BEMI SPAN MO STAGGERED EAc;
SIDE OF SE!J' VoAr,NG SEMI
d . HEiGHT OF ~EAM
SEAM S?lJCE Sew..;. SE "'iN1MUhI
d - .5'l' HElG;<T
2' (d - .so') LE.'1GTrl
P'.A T'E TO BE SAMe
1"'rl1CX'lESS AS BEAM WB
?\..AT'ECA." SE INSloe OR
O\IfSIOE SEAM OR LAP CVT
TYPICAL BEAM SPLiCE DETAIL
,- !oWl
SaEcr FASTENER S1ZE. S\.'M!!ER
11."0 SPAC;NG ffiChI TABI..E , . s
~
~
I
I
I
--
I
I
I
~ VARJES
!'
5"
sauD ~ AITACHEO WITH '10 x,fl'
SHEET MET>'!. SCREWS AT Ii' ON CE."IT'ER
wm; WASHEHS OR COMPOSITE PM8. WITH
114' !.AG SCREWS AT 2" ON GC.'<T'ER
FOR AU C""'AIlLE SP....S OF
SU~ ~ AHD CARRIER BEAM
SEE TABLE' . ,Q
SUPER GUTTER - SOLID ROOF / SCREEN ROOF COMBINATION
.~.-
--- ----
','!l' , 1-'!l' x O.COO' ANGU
EAc; SIDE OF CCNNECTI"'G SEMI
'MTl; SCRE'WS AS SHeWN
CARRIER BEAM
SEE 7ABLE \ .5
~I~.
I ~: I ~
~ Sl I ~
1 ;:
...~ ~
j. @ I 0
I 1.'
I
~
.~~
.- .....
, I>!lIMARY BEAM
SEE TABLE' . , CR..' 5
MINIM\,;M '" S.M.S. x 1"lONG
N\;MBER REOUIRED EQUAL TO SEAM CE."Trl
~lO; EX7RUS10!'<S.MT'H INT'E."''W. SCREW BOSSES
1M Y SE CCNNeCTEo W1T'rl (Z) ., 0 x ~. 1fl'
INTeRNAU 'f
CARRiER BEAM TO BEAM CO~NECT10N
HOST S"TI'lUCT\JRE MASONRY OR FRAMED W"ll
SaEcr F ASTE."E."-S FROM SED'lON 9
~,'fl' x '.\,'Z" x O.COO' II."GLE
EAc; SIDE OF CCNNECTlNG SEAM
MiNIMUM ~ S.M.S. l :l/.. LONG
NLa~8E..q, ~:aUlRE) :I SEAM CE.?'rH
....
"",' -'>.
~1.0:
~ ~p) ~
! I :I~~
, i'~
fu I @_
o I'!~
~
DR1~ C~ ':.A,RRib" e~
Sk""E PE~ 7 ABLES
BEAM TO WALL CONNECT10N
?OsmON OF SEAM FOR
w..~St-IUl ROOF
l' xl' PURLlNS A 1'7 ACl' TO SEAM W1T'rl
121",0, ~-'IT SHES" MET>'!. SVlEWS
C"JT SEAM TO suo" OYER EAC>; OTrlE."-
OR CVT FOR GUSSET P!.ATE CCNNECTlON
(?\..ATE INSIDE BEMI)
i
~ MINiMl.'!il SPACNG
PER T ABI..E , . 5
I
~
TYPICAL SIDE PLATE CONNECTION
sa...:CT FAS7E..~E..~ SIZE. :'-lUMBER
ANO SPAc;.o;G FRCM TABLS , .5
~
;:!
Q
FASTEN ~RU MEMBER INTO
SCREW BOSSES Wl111 (4)
#10 x 1-1/2' S.M.S.
Z' x 5' x 0.050'" S1R'J> @ EACH
aRACE CONNEC1l0N Wffii (2)
tIS x 1/2' S.M.S. PER STRAP
I ~
r:=- >'!.UloIiN\.'),\ 5"mAP OR 1/4"1"'rlR\J.
SOL T .....0 '!l' i>'JC FE.'\RUL.E AT
24' ON CE.'<T'ER
(2) ., 0 X 1'4. CCRRCSlON
/ RESISThIE II.'lO WASHE.~ HEADED
=ws
~I - "
t~~'~ t I
1---JI
f VARJES
~
r
t
I
I
i
I
~.~.:I
I~
i I
'_ BRACE
;..
0.055"
I,
-
i
I
I
I
"r-- _
L2,-l
~
i
\
\
\
,
l
I
lJ4' x Z' LAG SCRtwS @ 24' 0
MIN. AND (2) @ 24. EACH
RECEMNG CHA....NEL
2-118" x" W111i (3) tIS x vZ'
S.M.S, EACH SIDE OF SEAMt
MAxIMUM DIST MCE TO HO
STRUCTURE WAlL 38' wm Our
SITE SPECIFIC ENGINEERI~ /
NON-STRUCTURE BRACE CONNECTION TO SUPER GUTTER
-I
~
:J
(/) Z
Ll.J <<
et: 2
..:) z
r- l?
UCi5~
:::l Ll.J ::;::
cr:: 0-'"
r- r-
(/) (/) Ll.J
Ll.J Ll.J 0
2 0:: .....
<<:Jz
c::r-o
LL.U
:Jf=
20::U
:::l r- Ll.J
z (/) (/)
~ 2
:::l :J
....J Z
<< ~
:J
....I
-<
>-
.~
W ~ ~
. ... CO<
0. ~ ~
~...~ ti -or
C) <..l .:::
--~~"'"
~!JJ01D\O
c::~~",:g
Q,):l.~-'
CJ3ag~
. ~ ;: ;;; ~
W~35e
Q,)Q:~a:~
" lJJ to w tJ..
VlJJ(""I...J
__~"'1U
~-Xr-
Q,)\:lo
.....~11l
3..JJo
jl~
3
OF
10
.",,~._-
-,
I
I
~
!
BEAM . SCREEN ROOF
~~,~
~
< LENG I CF KNEE ~CC
114' < 2" LAG SCRE\VS @'
24. OC. (MAX.) AND (2) @
EACH ST?AP
2"' ST?AP. LOCATE AND FAS I
PE.'<- DETAJLS PAGE 14
.-
wlJ]
...J ~:!d
~ a. ~
:= :::< >
0: 0'"
w",J:
'!l ~c::l
0: ~ W
t:,J:
r--
100
r 0 \) ,'"
10 OJ .
I ~ 0.1
j ,
I
I
,
I
I
REQUiRED'<.'<EE 3RACE :
MiN. 2"' x 2"' X 0.044' SIZE AND I
FASTEN PER TABLE 1 .7 '-- --t~-
1/4'''' BOLT @ 24' O.D, MAX.. AND _ ' ' '
WITHIN 6" OF EACH P,OST FASTEN ~ r
2 X 2 TO PCSTN1Tl-' '2' St,G'., '.." '..
~o X S~.S. ,NTU SCRE,'! ::"'-.N.:3 . .-1'
I
!<NEE BRACE ATTACl-iME.'IT NO MORE
TrlAN ,. ABOV~ TCP CF GUTTER
'JSE A.NGLE EACH SIDE FOR 2 < 2
TO POST CONNECTlON NITl-i
HOLLOW POST
2"' X 7." X 0.062" A.'<GLE EACH SIDE
(:3) EACH #8 S.M.S. EACH LEG INTO
POST AND INTO GUTTE.'<- (MIN.)
FASC'.A AND SU3-FASC:A
MAXJMUM DISTANCE TO HOST
STRUCT1.JRE WAll. 36' WITHOUT
SITE SPECiFIC E.'<GINEERING
COMPOSITE 2 x 3 EAVE RAJL
I
I:
'I
1;-
.1
II
"
I,
I:
I:
I:
I
POST TO BEA'A F A.STE'lING
PER TABLE' .5
SCREE. N
(MAY FACE IN OR OUT)
POST SELECT PE.~ TABLE 1 .:3
HOST STRUCllJRE ~
RCCF:NG
\
\
~'..,~~'6~, '1\ /, '
\ : \ I
I I I
" ' I
\ 16J,1
I I j 'I
I, ~
I "I
; SOFFIT
/
5. SUPER GUTT"cil.,
SUP~R GUTTER I RISER (OR TRANSOM) WALL @ FASC:A - DETAIL 1
~
BE.'I.M . SCREN ROOF
7." X 2"' X 0.09:1' ANGLE EACH SIDE
(5) EACH #8 5.1.1.5. EACH LEG INTO
POST A.'<D INTO G~ (MIN.)
~91
@ @ i .
@@1I
@ 91 J I
-L
I-
I
@
@
@
@
@
FASCIA AND SUB-!' ASC1A
MAXJMUM DISTANCE TO HOST
STRUCllJRE WAll )6' WITHOUT
SITE SPECIFIC E.'lGINEERING
COMPOSITE 2 x 3 EAVE RAJL
POST TO SEA'A FASTE.'<ING
PER TABLE 1 .6
POST SELECT PER TABLE' .3
SCREE.'< (MAY FACE IN OR OUT)
I
--
SUPER GUTTER I RISER (OR TRANSOM) WALL @ FASCIA - DETAIL 4
2 x 6 SEAM - SCREEN ROOF
r--
I 0
I
I 0
I
I 0
..,.
...J~W
~<ii:
:=0..<
x:::<~
wo]:
"''''0
ii:~ijl
t:..
REQUIRED KNEE BRACE
MIN. 2"x 2"x 0.044' SiZE AND
FASTEN PER TABLE' .7
~\
~I
I~
-I.
~
I .
I
2' STRAP . LOCATE AND FA.STE
PER CETAILS PAGE 14
K.'lEE BRAce A TT AC1-1MENT ~O MORE
THAN6.ABOVETOPCFG~R
2' x 2" X 0.1 2S' ANGLE EACH SIDE
(4) EACH #8 S.M.S. EACH LEG INTO
POST AND INTO G~R (MIN.)
/
2 x 2 EAVE RAIL
:~
o 0 I
#8 S.M.S.
POST SELeCT PER TABLE' .:3
SCREEN (MAY FACE IN OR OUT)
co
Q
o
o
HOST STRUCllJRE ~
ROOFING "-
~
~1\/1
1
:\ 1/ \ ~
I, Ij
r i r-=~ =--
I ',j
.J ; SCFFl i"
, 5' SUPER G~R
FASCiA A.'1D SUB-!'ASCIA
MAXIM1JM DISTANCE TO HOST ---'..
STRUCTURE WAll ;>6' WlTrlOUT -~
SITE SP::CIFIC ENGiNEERING
SUPER GUTTER I RISER (CR TRANSOM) WALL @ FASCIA - CETA1L 2
7." x 7." x 0.062" ANGLE EACH SIDE
(3) EACH #IJ S.M.S, EACH LEG INTO
POST AND INTO GUTTER (MIN.)
NOTE; MiNIM\JM POST SIZES ARE REQUIRED
FOR EACH BEAM SIZE SEe TABLE 1 .6
SELF-MATING 3EAM
SEE TABLE' ., OR 1 . a
,. x 7." SNAP SECTlONS ATTACHED TO
7." X 2" EXTRUSION WITH #10 x '.1.'2"
S.M.S, @24"0.C.ORCONnNUOUS
SNAP SECTlONS
2" x 7." PURLlNS ATTACH TO BEAMS
WITH (2) #10 x '-'12" S.M.S.
,. x 2"' OPEN BACK FASreNED TO POST
'M11-i (2) #10 x '.112" S.M.S.
ROOFING
saFm
SUPER GUTTER I RISER (OR TRANSOM) WALL@ FASCIA - DETAIL 5
.4~_.=--;:",
.
.,
. .
I
I
~
I
SELF-MA Ti~G ~EN-A - SIZE: ARIES I
I
I
@
@
@
@ ,~ I
9 9 I
@ Sl I
I
i
I
,-
I
I
!
!
--
\
4S' "NFl"''' :J' ,
. '-""- w '" I
/ :j~~ I
<<1.~1
~::l:>
0:01-'
w<J):::1
'!lzo I
:::~~I
BRACE C
~14' X 2" LAG SCREvVS @
~c9i~~) AND (2) @
REQUIRED !<NEE BRACE
MiN. 2"x 2"'x 0.044' SIZE AND
F A.STE'l PE.'<- TABLE 1 . 7
2"' STRAP. LOCATE AND FA.STE'4
?E.~ DE: AilS PAGE 14
r
~
\
I
i
I
5' SUPE.~ GU
I _
2"' < Z' X 0.125' ANGLE EACH SIDE
(3) EACH #8 S.M.S. EACH LEG iNTO
POST AND INTO GUTTER (MIN.)
I '
@
Sl
Sl
@
SaF.MATiNG BEAM (SIZE VARIES)
SCREEN (MAY FACE iN CR OUT)
HOST STRUCTURE
ROeriNG
\
\
\
FASCiA AND S\JB-!'ASCiA
~~~iJSX~~~~1-~~u,.-+
SITE SP::C:FIC E.'<GiNEE."l.I.'<G
SUPER GUTTER I RISER (OR TRANSOM) WALL @ FASC:A - DETAJL 3
I
I
I
~
I
,
I
~-
I @ @ I - I
\@@
@@ I
/@@ I
L
I
\
I
I
I
4.5. TYP~ d~
~~~
>0..>
ffi:::<j;
!,2gQ
BRA~ i,
T~I@
REQUIRED KNEE BRACE I I \,
MIN. 2"'x 2;' 0.044' SlZE A.'<D 1@)1'@1
FASr<:N PER TABLE' ,7 -t @) @
7." x 2"' x 0.050" H~NEl. OR @ I
U~lI? WITl-i (3) MIN #10 x '12" I -J
S.M.S. EACH SIDE OF CHANNEl. I
AND EACH SIDE OF SEA'"
1/4' x 2"' LAG SCREWS @
~&~~) AND (2)@
2"' STRAP . LOCATE AND FASTEN
PEl~ DETAJLS PAGE 14
g@
Sl ~ -
@@ I
@@
SELECT FASTENERS SiZE. NUMBER;+:'
AND PATTERN FROM TABLE '.6
?CST SIZE PER TABLE 1.3 OR 1.6
'/4' x 2"' LAG SCREWS 11'll24' O.C. (MAX.)
AND(2)@EACHSTRAP" ~
2' STRAP . LOCATE AND FASTE'l PER
DETAILS PAGE 14
AlTERNATE LAG SCREW AND FERRULE
SEA~ . SCREE.'l ROOF
I
I
I
I
L
CCMPCSm:: 2 x:3 EAVE RAil
PCSTTO BEAM FASTE'lING
PEo'<- TABLE 1 .6
POST SELECT PEJ'l TABLE 1 . 3
SCREE.'4 (MAY FACE IN OR OUT)
HOST STRUCllJRE
ROOFiNG
~
'14" x 'l' LAG SCREWS :l'll 24' O.C.
(MAX.) AND (2) @ EACf1STRAP
OPTIONAl 318' X LAG SeRE'^' AND
FERRULE
2"' STRAP. LOCATE AND FASTEN
PER DETAJLS PAGE'4
REQUIRED KNEE BRACE
MIN. 2"'x 2"'x O.C<<' SIZE AND
FASTE'4 PER TABLE' .7 i\ j
(4)THRU~OlTS I
KNEE BRACE ATIACHMENT NO MORE~ 5' SUPER GUTTER
THAN 6' ABOVE TOP OF GUTTER i
CHANNEL COVER I;
2"' X 2"' x 0.062" ANGLE EACH SIDE (3) FASCIA ANQ SUB-!'ASC'.A ----.!.
EACH #S S.M.S. EACH LEG iNTO POST i
~~~.fE~~~I~~
SITE S?EC1FIC ENGINEERING
SOFFIT
SUPER GUTTER I RISER (CR TRANSOM) WALL@ FASCIA- DETAIL 6
~ .
....J
<
:J
(/) 2
w <
r:r. ~
:J 2
f-<J(/)
U (JJ ....J
:JW-
g: a ~
(JJ (JJ W
willa
~ 0:::
<;:::2
[tUO
:Ji=
~ 0::: U
:J f- W
2 (JJ (JJ
- ~
~ :J
32
< ~
:J
....J
<
10-
'<:
ill ~_
. ~ N
Q..~~
~~ t.
Q3~<,:::
C~6;!::S
c~>-:e:g
Q)~~~~
cn....Cl"':e
"']:-~
. :> ... W ;
W~66e.
Q)~~f~
"",,,,,,,u.
'-.JLU~....I
c<:"'W
Q)\3~'"
.....A~ c:J
:>1"' .
;;.....0
~ a.:
(J
4
OF
10
@
@
I
@ I
@ 5' SUPER GUTTER II
FASCIA AND SU~F ASCIA
MAXJMUM DIST ANOE TO HOST -l
STRUCT1.JRE I'IAll36" ~OUT .
SITE SP::C;F!C E.'<GINEERiNG
::"::.-:... 50-
PANELS I ELEMENTS UNBRACED BY HOST
STRUCTURE TO BE BRACED BY DIAGONALS
IN PERIMETER PANELS (MIN.)
l .~
ELEME.'nS BRACED BY D~GONAlS
ELEMENTS BRACED BY HOST
STRUCTURE CONNECTlON
HOST STRUCTUi'(E
I
CABLE OR K-8RACiNG
(IN WAllS) .
BEA.'AS AND/OR PURLNS I ,I
i i
i :1 :1 :1 II
~I I
,I
CABLE OR K-<3RACiNG
(IN WAlLS)
, i
,(- 1'1'PICAl LAYOVT. BEAMS OR PURliNS -/-
I
CABLE OR K-8RACiNG
(iN WAlLS)
::: < IMIN) ROOF DIAGC~ ~:::=: WAlL
ATNAll BRAC:NG Ai CORNERS I: YP.)
EACH DIAGONAL TO BE FASTE.'1ED E.';CH
E....D WI11; (2) EACH #10 S.~.S. ~MIN.)
POOL ENCL.OSURE DIAGONAL BRACING. SCHEMAT1C PtAN VIEYY
(POOL ENCLOSURE SCREE.... ROOF VAY 3E FLA.T. GABLE. W....SARD, DCME. OR HIP)
~ EAVERAlL
,/
~
4' x 4' X 0.062' PLATE
POST
2" X 2" x 0.044' BRACE
y1(1
POST ~I I
CHAJR RAil
11
I ~ ~I
te
. e
~
POST
.
.
114'" X 1.1/4' EMBEDMENT
EXPANSION BOlT @ 24' O.G.
2" X 2" X 0.044' BRACE
1 X 2 SOLE PlATE
.
. SEE TABLE 1.11 FOR REQUIRED QUANTITY
OF #10 x 3/4' SHEET METAL SCREWS
K-8RACING CONNECTION DErAILS
.,
.~
(5) #10 S.M.S. (MIN.)
I
,
I
I I
i I
L~
1/5' x 1.112" X 8" FLA.T SAR
0.135' Pt.ATE OUT ON 45 ANGLE
EYE-80L T G.P. OR 55. FOR CABLE
TE.NSION
3!:l2";!l STAiNLESS STEEL
PE?'lMETER FRAMING MEMBER
~~
:...;
TYPiCAL CABLE CONNECTION~ AT CORNER DETAIL 1
~" :-:-;r
,(J 4
'-. ,..,,'-.
'-.'"" ~
MiN. 3-1/2" stAB 2.-"00 P.S.!. CCNCRETE
S x S. 10 X 10 WELDED WIRE MESH OR
FiBE.q MESH CONCRETE
4
TYPICAL CABLE CONNECTION AT FOUNDATlON DETAIL 2
NOTE:
SIDE WAll CABLES ARE NOT REQUIRED ON POOL CAGES il-'Ai DO NOT EXTEND
MORE T1-\AN T'rlREE PANEL WIDT'rlS OR 2'i!.:J" FROM T'rlE MAlN STRUC71.JRE.
END WAlL CABLES ARE REQUIRED iF niE SCREE."o/ED ENClOSURE EXtENDS MORE
T'rIAN ONE PANEL WI011; OR 9'-:)" FROM 11;E MAlN STRUC11JRE.
T'rlE USE OF BLIND OR INTERNAl SCREW CONNECTIONS IN 11;E CONSTRUCTION OF
SCREENED E."o/ClOSURES IS ACCEPT ABLE.
(1 1 PAIR OF CABLES REQUIRED FOR EACH :lOO sa. FT. OF WAll AREA
:.'
ElTHE.q A OR S
l' X 2" X 0.125' CUP AND (2)
S.M.S. EACH SIDE FOR CABLES
ANGLE Loo:nOo. "OR SUPSR G~R
REINFORCEMENT
114' TAPCON OR PIN G"JP
318" ~ 8' L';G WI111 WASHER AT
EACH END MD (1) AT EACH
MID-SPAN
WRD EYe BOLTS
C~OSED (1l'P!CAl)
8
TOP CORNER OF CABLE CONNECT10N
....J
<l:
::J
I/]Z
Ll.J <l:
a:: :2
::J Z
f- (j
o ~ ~
::J Ll.J -
a:: 0 <l:
f- f-
1/]1/]Ll.J
Ll.J Ll.J 0
:2 a::
~ ~ Z
Ll..oQ
::Jf-
~a::O
::J f- Ll.J
Zl/]I/]
- ~
~::J
3z
<l: ~
:J
....J
-<
^
~ I
I
:
i
'~ /
~i'"'.""
,V
BOTTOM OF CABLE CONNECTION
NOTE: SIDE WALl CABLES ARE NOT "EQUIR.ED ON POOL CAGES nlAT DO NOT EXTEND
MORE THAN l11REE PANEL MOTHS OR 29'-:l' FROM l11E MAiN STRVCnJRE.
E....O WAll CABLES ARE REQUIRED IF nil: 5CREE."o/ED E....CLOSURE EXTE."'OS MCRE
11;AN ONE PANEL Wlon; OR '1.:J" FROM n;E MAlN STRliCT1.JRE.
niE USE OF BUND OR iNTffiN.Al. SCRB.... CONNECTIONS IN THE CONSTRUCT10N OF
SCREENED ENOlOSURES IS ACCE?TABlE.
(1) PAIR OF CABLES REQUIRED FOR EACH:lOO sa. FT. OF WALl AREA
i-
'<:
W ~_
~. :5 ~
u.. V) N
.......,-~ : ~
......, u u. ""-
(l.) f- <' ,...
c:~a~~
C:s-,...'"
'" Cl.. >- _ "i'
...... Q <; i;;
m.....Cas,...
LUJ:-_
,:Si-w-X.
W~6a~
'''~~~~
"'"'iJJCQ~u..
UlU",""
C:<:"w
(l.)i3~""
L..<:~
~~di
ro c..
-l
5
OF
10
~.;~"~-
OPllONAL CONCRETE CAP BLOCK
OR BRJCK
~G
-
(1) 114 aAR AT CORNE.~S AND 10'-0"
ON CE."iTt:R FILL CEUS AND KNOCK OUT
BLOCK TOP COURSE 'Nm; 3000 PSI
PEA .'1.0CK CONCRETE
RIBBCN ;:OOT,NG OR MONOlill-llC
,F MQ,'~OUTMIC Su..a is USED SEE NOTES
OF DEi AILS 3ELOW
",..,
,- <
".
,~
~
ANCHOR ALLiMiNUM FRAME TO WALL
OR SlAB Wlll-I1I4' x 2.112" MASONRY
ANCHOR WlT'rlIN 6" OF POST AND 24'
ON CENTER MAXIMUM
(1) #4 aAR CONTINUOUS
8" x 8" x ',6" BLOCl< WAlL (W<x. 32")
~
::E
(1) #50 aAR OR (21 #40 BARS
MIN. 2,'12" COVS~
N
'"'
;.,
"-0-
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
r 12'"",
-'"
AlLiMiNWM STRUCTURE ;:aOTiNG
2500 PSI CONCREiEWflrl
(') #5 aAR CONTiNUOUS
3A"" MIN. ?1i2' ,;FF G?O:';NJ
~"'
LJ~
--'8' /"-
RIBBON FOOTING TYPE 1
Z-o" '.IiN.
3EfORE SLOPE
~
""
/' ..
#
J
:.1..:"1. -_.... =_ _
==~=-~" -=--~:-~,
lYPE I
Fl.AT SLOP!: / NO FOOTiNG
0- ,'/ 12"
1'"
AlUMINWM STI<UCTURE FOOTiNG
2500 PSJ CONCRETE WIT,.,
(3) #3 BAAS CONTlNWO\.JS
JARS '.1;~;. 2.',~' ()~F GROUND
, i
B~
1"- 12' -.'
RIBBON FOOTiNG TYPE 2
~"~::CO" A"'~:;;
- ~~_-:.~=",;-=;:==,: /,/ -:=:;
. :=: :='"" - =,= = ~ =-;"'1, , ,~
_7-=7-" ~ ~a. ~ "::-=-- ~=~='==;:T;:7
N ,
~-'(a"r
lYPE111
STEE? SlOPE FCOTiNG
> 1',10'
lYPE II
MCCEi<ATE SLOPE FCCr,NG
7:"12".1'.10"
NOTES: 1. NO F0011NG REQUIRED EXCEPT \VHE.'1 ADDRESSING E.~OSION UNTil T1-f!: COMBINED
BEAM LENGTrl AND UPRlGHT HeGHT OF ll-IE ENCLOSUR.E EXCE"DS 55'-0'
T'rlEN A TYPE II FOO11NG IS REQUIRED
2. MONOLffiilC SlABS AND FOOTiNGS SHALL BE MIN. 2.500 PSI CONCRETE WlT'rl6~10x10
WELDED WlRE MESH OR Fi6E.~ MESH MAY BE USED iN LiEU OF MESH.
3. IF LOCAL BUiLDING CODES REQUIRES A MINIMUM F0011NG USE TYPE i1 F0011NG OR
FOOTING SECTlON REQUIRED BY LOCAl.. CODE. LOCAl.. CODE GOVERNS.
SLAB DETA1LS ADDRESSING EROSION
5116"" GA!.VMHZaJ 'ALLTHREAD' OR
'l11REAOAlL' E.\ol6EDDEO IN CONCRETE,
OR F i\STENED TO CONCRETE Wffii
APPROVED CONCRETE ANCHOR AT 24'
O.C. W>X. AND WrTHIN S" OF EACH
UPRIGHT OR APPROVED AL1"C:RNATE
114' X 6" PAWL TAPPER THROUGH
l' X Z' ANO ROWLOCK INTO FIRST
COURSE OF BRICKS
4" (NOMINAL) PATIO CONCRETE SlAB
WlTH 6 x 6 - 10 X 10 WELDED WIRE
MESH OR F1BER MESH CONCRETE
ALTERNATE CONNECTION OF SCREENED
ENCLOSURE FOR BRICK OR OTHER NON-
STRUCTVRAL, KNEE WAlL
,. W10e x 0.063" STRAP AT EACH POST
FROM POST TO F0011NG WlT'rl (21 #10 X
314' S.M.S. STRAP TO POST AND (1) 1/4' X
1.3,14' T APCON TO SlAB OR FOOTiNG
ALUMINUM FRAME SC<\EE.'1 WALL
RO'NLOCX
BRICK KNEEWALL
TYPE S MORTAR REQUIRED FOR
LOAD 3EARlNG BRICK WALL
(1) #50 BARS OR (21 #40 BARS
Wll11 3" COVER (TYPICAL)
,
--,( 8' MIN. ~
BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALL(S)
~1"~~......__
A.'ICHOR l' X 2' X 0.044' PlATE TO
CONCRETE WIT1-f 1/4" X 2.117' CONCRETE
ANCHORS WITrllN 6' OF EACH SIDE OF
EACH POST AT 24' O.C. MAX. OR i1-lFlO\.JGH
ANGLE AT 24' O.C. MAX.
,. X 2" EXTRUSION
MIN. ~112" SlAB 2500 ?S.1. CONCRETE
6 X 6.10 x,O 'NROED WIRE MESH OR
FiBER MESH CONCRETE
-~-e~
POST SiZE DETERMINED BY
ENGINEERING TABLES
~r
.. ~ " .
~ 114' DIAMETER THRU-BOL IS
d ~
.~!\
'...
'j
In
'"'
VAPOR BARRIER UNDER CONCRETE
POST TO PLATE TO CONCRETE DETAIL
ANCHOR l' X Z' X 0.044' Pt.ATE TO
CONCRETEMl1i 114' X 2,112" CONCRETE
ANCHORS WlTrllN 6' OF EACH SIDE OF
EACH POST AT 24' D.C. MAX. OR i1-lFlOUGH
A.'IGlE AT 24' O.C. MAX.
l' x... EXTRUSiON.
MIN. ~112' SlAB 2500 PS.L CONCRETE
6 X 6 . '0 X , 0 'NELDED .MRE MESH OR
FiBER MESH CONCRETE
~ POSTS GREA ieR mAN Z' X 3'
'y IT DETERMINED BY ENGiNEE.qING TABLES
,1 2" ;( 2" X 1/8' ANGLE EACH SIDE
~ I ~ ATTACH TO POST AND CONCRETE AT
t ' / LOAD BEARiNG WAlL WIl1i (2) MIN.
':,. ii, #'0 x 11'2' S.M.S. EACH SIDE
,..c::...: 1 I - ~
.., '..; I ""
~l"O"I\'~
'. , ."... VAP<'JR BARRJER UNDER CONCRETE
.' NOTE: ANGLES i\S SHC'NN ABOVE
'MY BE USED TO CONNECT
Cf',AIRRAlLS ANO Pl.JRLJNS
...J
-<
:J
r.r; Z
W -<
0:: ~
.:J Z
f- S2
() r.r; :3
:Jw-
~ 0 ~
r.r; r.r; W
W W 0
~ 0::
-< ~ z
ftuO
~~G
:Jf-W
z r.r; r.r;
~ ~
:J :J
...J Z
-<~
:J
...J
-<
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
ANCHOR l' X 2' X 0.044' PtATE TO
CONCRETE WITH 114' x 2.114' CONCRETE
A.~CHORS Wl7rllN 5' OF EACH SIDE OF
EACH POST AT ,4' D.C. MAX.
l' X 2' EXTRUSION
MIN. ~112' SL'.3 2500 ?S.1. CONCRETE
6 X 6.10 X 10 WELDED WIRE MESH OR
FiBER MESH CONCRETE
rll
I \
~I
~C: =;: f=" b~
~irl .".':iJ
l!.. . 4 ~
. ,
, '
2" X 4' POST AS DEiE.=t'.1INED 3Y
E.'1GiNEERJNG TABLE
f-
'<:
W ~ ~
. ... N
o..~~
........~ ~ .
..... u "-
(1)>-<''-
C:~5;!:g
c~-~~
(1)l\.~-'
N'\9ag~
\.UUJ~_
.;:';;=UJ~
W~6ae
(1)~~~~
c..;-,'J.J to UJ '.....
~~uj
(1)13~'"
L.. ,<: :xl
~I~ ci
~ 6 ~
SIDE WN...L POST TO PLATE TO CONCRETE DETAIL
VAP<'JR BARRlE.~ UNDE.'l. CONCRETE
ANCHOR " X 2" PI.A TE TO CONCRETE
WITH 114' X 2.117' CONCRETE
ANCl10RS W1T'rlIN 6" OF EACH SlOE
OF EACH POST AND 24' O.C. MAX.
MIN. ~117' SL'.3 2500 PSI CONe.
6x5-1 Ox1 0 WW.M. OR FIBER MESH
YN'OR 8AAAJE.~ UNDER CONCRETE
r-
o~
~ 8 - - ~~
~
:!} . . ~
2" X 2",2" X 3' OR 2" X 4'
SEE TABLES
....If'
II
~~,J ~
~-"<
I ,
~: ~ !
/SA [f3~
:=OF -::;:
~F'I ~ N
==;==t" > M
==
'I
"9F '
+--UJ
I
l' X 2" EXffiUSION
'.1/8' MIN. IN CONCRETE
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
6
OF
10
=--.;:-~...~~~-_.
~1"f-
I '
, I
J=
A = 0.24 in.'
WT = 0.28 p.Lf.
.
Ix = 0.14.n.
Sx = 0.18 in.'
6063 - T6
i3"1
'7D ---"<
t N
-"'-.
A = 0.64 in.'
WT = 0.73 p.l.f.
Ix = 0.39 in. '
Sx = 0.50 in.'
,.<-- 2" -7"
1" X 2" X 0.044" OPEN BACK SECT10N
3" X 2" X 0.050" PATIO SECTION
6063 . T6
'~D~ =-==- -:.
. N
A = 0.32 in.'
WT = 0.37 p.Lf.
Ix = 0.' 6 in~ .
Sx = 0.24 ,n.'
6063.16
2" X 2" X 0.032" PATIO SECTION
,.<-- 2" -71'
i
f~9 -:
r ~
~ ---40:
A = 0.36 in.'
WT = 0.41 p.Li.
Ii{ = C.,~ ;n.~
Sx = 0.25 in.'
6063 . 16
,.<-- 2" ~
2" X 2" X 0.036" PATIO SECTION
A = 0.42 ,n.'
0:
WT = 0.49 p.l.f.
Ix = 0.23 in.'
Sx = 0.3' in.'
6063 . 76
2" X 2" X 0.044" PATIO SECTiON
,.r- 2. -.f
, ,
i t
OJ
A = 0.50 in.'
WT = 0.57 pH.
Ix = 0.28 in:
Sx = 0.37 in.'
2" X 2" X 0.055" PATIO SECTION
6063 - 16
,.r-2.---,f
I I
OJ
A = 0.64 in.'
WT=0.74p.J.f.
Ix = 0.75 in:
Sx . 0.70 in.'
2. X 3" X 0.050" PATIO SECTION
6063 - T6
,.r-2"-7"
i I
----"<. A = 0.75 in.'
WT . 0.86 p.l.f.
Ix='.S3in:
~ Sx. 1.07 in.'
i
I 6063 - T6
I
i
---"<
2. X 4" X 0.050" PATIO SECTION
-- 3' ___
. ,
~~~
iLJ~
A = 0.7' in.'
\VT = 0.82 p.Lf.
Ix = 0.48 in~
Sx = 0.58 in"
Iy = 0.92 ,n~
Sy = 0.81 in.'
5063 . ,6
3" X 2" X 0.070" P A T10 SECTION
,f- 2" --,f
I i
.~
r~~
A = 0.47 in.'
'fT = :,).54 p.I.:.
:. = 0.55 ,n:
Sx = 0.51 in.'
6063 - T6
2" X 3" X 0.050. TILT SECTION
r2"i
i ~
A = 0.57 in.'
WT = 0.65 D.I.f.
,
~ lx=1.~4in.
,
!
~
Sx=0.81 in.'
5063 . T6
2" X 4. X 0.050" Tll T SECTION
.
. .
o
;!
ci
~
A = o.n in.'
WT = 0.83 p.l.l.
Ix = '.94 in:
Sx = 1.19 in.'
6063 . T6
2" X 4" X 0.038" X 0.100" SELF MATING BEAM
~ .'
o
'"
ci
DOSS'
Q
I i
,f- 2" -,f
A.'."in.'
WT = 1.27 p.Lf.
Ix = 8.09 in:
Sx. 2.60 in.'
6063 - T6
2" X 6" X 0.055" X 0.120' SELF MAT\NG BEAM
~ f
~
o
r'. ·
I-~~
I
,,:-- 2" ~
"7"'".
'~T.""......z._.,.
A = 1.28 in.'
WT = 1.47 p.Lf.
Ix = 9.02 in.'
Sx ::: 3.40 in.)
6063 . T6
2. X 7" X 0,055" X 0.120" SElF MAT\NG BEAM
~~
. l i .
... I
'" l
d I
i
i
I
.
j
I I 7
~LJ.072' I
~ \
. - "'-----"<
~2"-7"
A = 1,86 in.'
WT = 2. 14 p.Lf.
Ix = 16.80 111.'
Sx = 5.60 in.'
6063 . T6
2" X a" x 0.072' x 0.224" SELF MAT1NG BEAM
/ , ----'i'
... I I
'" I
'"
ci
I
I
A. 2.0' in.'
WT = 2.30 pJ.f.
, ~ Ix = 22.33 in:
Sx = 5.70 in.'
.072"
6063 . T5
,;.,.- 2" -.;,
2. x g" X 0.012. X 0.224" SELF MATiNG BEAM
A = 2.37 in.'
WT = 2.72 pH.
~
Ix = 26.83 in.'
Sx = 7.98 in.'
~.orZ'
6063 . 76
,..,~. :
. ~ "---".;
,,:-- 2" _
2" X 9" X 0.082" X 0.310" SELF MATING BEAM
I',"-:;r
I\07>=;.,ilTCH WlTrl (1l #8 SHEET METAL SS?EWS
AT 24' O~ CE~TER TO? AND B0T70M
//
~"'
#12 x 314' S.M.S, (TE'<) @ 24" D.C.
TOP AND BOTTOM (iYf'ICAll
1
\
<:-- 2" x DEPTrl S.M.B. BEAM(S)
SIZE PER CARRIE;l. BEAM TABLES
#12 x 314' S.M.S. (TE'<) @24' D.C.
ST AGGE."\ED TOP AND BOTTOM
"
~
2" x 4' S.M.B. BEA.'v1(S) TOP OR
TOP OR BOTTOM (AS CONOITlON
WARRANTS) SIZE PER CARRJER
BEA.... TABLES
DOUBLE-BEAM FASTENING DETAJL
1'1'1 ---"(
r r, " I "'
L~~
i I
,I--- w ~
Section Alloy
Gunerl
Edge 16
GUTIER EXTRUSION (GE)
r=T!
-t:G
I
,t-- 2" ~
A. 0.53 in,'
WT ~ 0.51 p.Lf.
Ix = 0.3' in:
SX=0.41 in.'
6063 . T8
2" X 2" X 0.041" SNAP EXTRUSION
Dl
OJ
,t-- 2" ~
A = 0.59 in.'
WT = 0.68 p.l.f,
tx = 0.81 in:
Sx = 0.69 in.'
6063 . 76
2" X 3. X 0.045" SNAP EXTRUSION
;~....:;.
i
--.,
0.072"
,t-- 2" -.;.
A = 0.68 in.'
WT = 0.76 pH.
(x = , .63 in."
r-
Sx = 1.06 in.'
.,
~~
6063 . 16
..-
- .<
~
~
::)
(f) Z
~
UJ ~
D::
::) Z
f- <..9 (f)
U
::) (f) ....J
rv UJ ~
f= 0 f-
(f) (f) UJ
UJ UJ 0
~ a: 00
::)
~ f- Z
U 0
I..L. ::) f=
~ a: u
::) f- Ll.J
Z (f) (f)
-~
~ ::)
3z
~ ~
::)
~
~
...
''!:
W ~_
. .... CO<
a.. :::l -
Vl'"
_;Z :
:::: 8 ~. ;::
Q;I...<'"'
C:~$~~
c: ~ !;: ,.. g
Q;I'1.<~,.:.
ClJ3og;e
~:t~~
. ==- .... 'oU (!;
W~6B~
Q;I~~[~
o~"'w"-
~f~
<J) ,!:,::is
~, .
..;10
~~
7
200
j , EAL
SHEET
7
2" X 4. X 0.045" SNAP EXTRUSION
~~--'"
r~~ ~ i
I ~ . :
o I
. I
-k- 0.072" i
i
I
I
~~~
, I
I :
:-- 2" -).:
A:: 1.32 in.a
r-
WT = 1.52 p.LI,
Ix = 7.02 in.'
2. X 6' )( 0.062. SNAP EXTRUSION
0.072"
Ry
I
I
I
i
~~
I I
, I
,.r- 2" --;'
,no
1.85
2. ,...
Sx . 3.05 in.'
6063 . T6
A= 1.45 in.'
WT = '.68 p.J.f.
l..
Ix = 10.14 in.'
2' X 7" X 0.062" SNAP EXTRUSION
Sx . 3.83 in.'
6063 . TS
OF
10
Table1.1:
Allowal?le Spans For Primary Screen Roof Members
Aluminum Alloy 6063 T ~
For areas with wind loads less than 140 M.PH, and
latitudes below Latitude 30. North
~
Hollow Sec-Jons
12'.,
13'.,
i4 - ~ 0
Self-Mating Sections
3'-.;)'
I 27.,
I 3~-4
I
,9-a" I 4~.., I 42.2'
Load Nloth .'W" = 8eam Soac:ng-
4'.()' I S'.()" I S'.()" I 7''()' I 8'-.;)"
AJlowaole Span 'l'
13-6' 12.1' I 11.1" I 10.3 g.,
1., ',-6 14'-4" I 13'-3 '2-,
,g-,' 11.3 I 10': 1~-0
I ( .01 ~ I .:::.0,. i
g -0'
1,.a
I '4'~
4 _,
jO -0
3g.3
----,
9'.()"
1::-1
20.3
2~. 01
42'.,
I 4, .g.
29'-3" I 27.,"
Example:
If ~eam seaclng"N' = 4'"0"
Max:r:1wm "L" for a 2" x 4" x J.044" xO,1 'Z' Self-Mating Seam = r 23'"
Inte~latlon of taeies ,s allowed.
Abcve seansco nct ,nc!wce lenglhef mee ~race. Aod hcnzontallength of mea :::...ace to accve
soans for total :::eam spar.s.
P'Jriin soac:ng shall rot excee-=: T, 0" For ~eam soars greater than 40.-0" the :eam at the center
pui1in and one p'Jrlin 'or eao., '4'-0" 0,; eao.., slce of the center puriin s,'1alllnc!uce lateral braCing as
shewn In cetall ;48'-0" span With puriins at T-O" OC. center puriln and (2) puMins eao.'; side of center
puMin need lateral brac:ng.
Note:
It ;$ ;-ecor:ir.ience-: ~,'iat ~he engine~r :;e consulted on any sc-een enciosure t,"'at spans more ::--:an
55'.()" ana as a minimum the upngnt used for sc;een enciosures over 55'-0" shall be one self-matif1g
sec'Jon smaller U'Ian the beam sec'Jon.
..';;"-,-...~.:_+
--..;~._---
,.
--~ ..
Table 1,2:
Allowable Spans For Secondary Screen Roof Members
Aluminum Alloy 6063 T ~
For areas with wind loads less than 140 M.P.H, and
Latitudes below Latitude 30. North
Sections Fastened To Beams With Clips
Hollow Sections
S.:-:tJons Fastened fhrough Beam Webs Into S,re.... Bosses
Hollow Sections
USing screen panel..ootn'V'l" select upnght length "H"
FQr soan "L. of puriin; use pur1in spac,ng.
Example:
~ puriin spactng = 4'.()":
Allcwable "'W" for punin 2" x 4" x 0.050' ExtruSion =
U'-7"
. ~.
"T . ~:;.i-~~, __:--
-------_._---
Table 1.3:
Allowable Spans For Primary Screen Wall Members
(Post I Upright Height)
Aluminum Alloy 6063 T ~
Hollow Sections
o. ,
0.',
5-3
"j~4
".-4.'
Self Mating Seotions
Load W,Oth =~Upnght Spaclng
4'~" I 5'~" I ~. ~" I ('.<;" I 8''<;''
ATlowable Height '
, I' I ~ '-1 ,
I I
I
I
I
!
3'~"
I Snap Sections
I
I 2")( 2" x 0.041"
I 2")( 3" x 0.045"
I 2")( 4" )( 0.045"
I ~::: ;:: : ~: ~~~::
8~ 9 ~
, , " 6'~ I ,.
-.
10'-5 9-3" "-, ~ .,
13'-0" '12'-,,, "'-T' la-a'
U'-1" 20'--3" '8 -2 13-1'
24-," 2.2'-11 ' 21 -0 20-3'
Maximum chair rat! spacIng is T- A" OC. Thus 'N.tI1 c.';alr rail @ 2'- 6" tr,e maximum Nail he.g~t
""thaut addltionaJ chaIr rail ;s g'- 5"
USing sc.-eer; panel N!dth "W' select 'Jpnght length "11"
Example:
Screen panel Mdth "W" = 4'-0";
Maximum "H" for a 2" x 4" x 0.038" x 0.100. Seif Mating Seam = 16 -11"
0-1
, -J
, -"
~ .3
10--3'.
9'~"
...J
<<
:)
(/') 2
U,J <<
0:: ~
~ 2
~ (..:;
o (/') (/)
:)U,JU,J
O::O...J
I- CD
(/') (/') ~
U,J U,J
~o::.-
<<:)2
0:: I- 0
u..gf=
~o::O
:) I- U,J
2 (/) (/')
- ~
~:)
...J 2
<< ~
:)
...J
<(
...
W'~
... -
..... '"
1"\ ;)_
u.. "" '"
.. 2; ~
~ 8 ~ ~
Q)...<-....
c~~~~
c:~::::....:g
Q)~<~'
m'3og~
l.UJ:-_
,:>>-UJ;
W~6~~
'1Il:t:~
8MfS ~ ~ u.
'''~~>-
.....<:~
~~
1~
I
0113 ,<<
8
OF
10
~.
.~
.:;,
Table 1.4: Allowable Spans For Secondary Screen Wall Members
Aruminum Arroy 6063 T ~
Hollo..... Sec:,ons
J.SO'
3.~
3.~
I
I
~'., ,.11. I
, .Z. 5.. I
',2 ~ ~ j -1'1' i
'" .,' i '4.', 0" I
Alio.....a o:e Le ngtn
:;..;' " .:2' I
:. .~
5 -3 '
1..../
1-3'
3-4
x 0.,05,
2' x 3. x 0..050"
I 2' x 4" X 0.050"
r-snapSecoons
I 2'x 2"x 0.041'
I . ~ i
';0., "
'i3'~
'"1 -:
'1 I -3"
'16 -/'
',4'.2'
"tV"
a.3
~ 0 -, i
iG .J
5--'
Sec:jons As Hor'~on~is :=a~ened 10 ?os:s Througn Side Into Scre..... Sosses
load Width
4.50' I 5.00' I 5.50'
Atlo.....aole Lengm "tV"
.J i .j',,; I i ~
Hollo..... Se c~jons
3.50'
4.00'
6.00'
0"
a .('
3'.2"
;-':;1
3.2 '
( .~.
5.6
::: .J
i ~.2"
~
',0-5
3".'\ .
3..' " . . ,-
-.L.
'IJ":i~-:';
I ',4.j i ',4.1" i
", -5
-;'j
, 6 -0
i~ -:J
i ~ 2-::J
',2,.,>
~, .......
~... 1\.,1
18..s
,,,,-.)
'I"~
i I .o:l "16 _/" \ ',:; .oLe
Ailo.....aole L.engt..'1 "N.
~ l".; .', I ~...} . ~ .-:
'~ .1
'Aax:r;";l,.j:-:"l :.....,air ;ad s:a~:n; '$ ~. 0" a.c. Thl,JS w,t,,", Co;..,alr ~ail @ 2'- S" :~,e ;."iaxl:;'ru~ Wall "',elgtit
wl!ncwt aod~tiot'lal r"O.,,;;:c,i:al ;5 g'. 5"
USing scr~n oanel ......,c~n "'\'1" se,e-::t c~alr ca,l ;ergt~,s.
Example:
11 ~cnzon:al :cac .....,c:~, " ~'-:;-
Max:muc-, ..W" :Or a 2: x 2: x O.~" Hollow Sec~:or, ~s:e"e-: Mth C"~S " 3',11"
3 .2~
S'.~ I
~
',0 -, 1
'2..s I
~
;.00'
i "4
I .,
,-
i 3.'1 ~
('--3'
,.j
i 1 -4
'i:3 . H,
=-
....,
Table 1.5: Allowable Spans For CARRIER B~ams in a Screen Roof
Aluminum Alloy 6063 T~
Single Self-Mating ~ams
1O'-:l" I 14'-:l" 18'~" 22'~"
2" II: 4" II: 0,038" II: 0.100"
5 . 1
. ,
.-
~'T --
Table 1.5: Minimum Upright Slzes and Number of Screws for
. Connection of Roof Beams To Wall Uprights or Beam Splicing
e.m
Sia
2" x 3"
2" x 4.'
2" x Ii"
Upright
Sia
2" x )"
2" x )"
2" x )"
2" x 4"
2" x 4"
2"' x 5"
2" x S"
ere ws
::1 2 x If'
4
Notes
NO Splice
"
a
10
'0
',4
',5
18
4
5
8
8
12
14
',6
c~<i laP
? ar"'dal la:;j
"
S
to
12
',4
2" x 0"
2" x i"
2" x g"
2.' x 9"
Screw Size
Mlnrmum D,=nce .nd Spacing of Screws
E<lge To Center Center To Center
S"'S- S18"
~r ~~
"2" t'
;;a
"10
;1Z
.~efers :0 eat." slce of t.he connec:Jon of ~:"le c.eam and upng:-1t.
~ote:
'.-~
..;
I~se f!J!I :ao C'1.Jt :!.e:a. .f~ ~: ;.: 5"_~am !" 2" t J- UOfl9h1:
l_onl"'\e-::JOil: ~ f. -.: 5 ~O.::; x ~ "ot aJIC'oNe--j 'or ;;ar.:al 't.;;J :O"i[\eC410~~
~O( ;e.am to ~am spit.;e size ano t"um~ ~ ~s:er,€''"S :5 ~r slce :.e~ end crf splice,
Table 1.7:
Minimum Size Scrt'en Enclosure Knee Braces
And Anchoring Required
Aluminum S06J T-O
5race leng\.., E.<tf1J Sl on
0'. Z"..o- 2" x Z" x O,C44'
To o'-i)- i < x 0" x O.V:C.
To 4'~" I 2" x 4' X 0.044. X o. ',2"
',Se-e ,aOle , 6 ~or Numce! Ana Size i...Jf ~c;ews)
Note:
,=or ::~~ire-: W(..ee 5iaces Grea~er ir.an 4'...s" Con~act =:ng\neer =or S~dkatlo('\s A(')(j ;::~afis.
Ancnonng System
I 2 :i........~anrle! Ivl\n (':} ;'0 x ~JZ"' ::..A.CM ~I~=
: " -........;-.anne ",'.Inn (3) ;;iO x i/2~ =-~I..,..~ :Ji....:
~Olc.., S.l.I 3. Over Sea", And Upngnl
4) "10 X '1<:' :ach Sice
42'~" 40'~" 5O'-:l" 54'-:l"
amp e:
11 Tnbutary Load Width = 30'-{)".
MaXImum -L" (or a 2" x 4" X 0044" x 0.12" Single Self-Mating 3eam = I B'~" I
Above 5pans do not Include length of knee :Jrace Add honzontallength of knee brace to above spans for IOlal beam spans.
Note:
it ,; recomm::ncej that tr.e engineer be COn5~lled on any carner beam Ihat 5pans more tr,an 55'
.. ..,,~
Alfowable Spans For Primary Screen Roof Members
Aluminum Alloy 606J T ~
For areas of 1~ M.?H. ....ind io.ds and areas north of the latitude 0100"
(Jacksonville, Florida) that are subject to ice on the screen and a Nind
load. .
Table 1.8:
HOllow Sections
I 2" x Z.' x o.on"
I Z.' x 2" x O.OJS.'
i 2" x Z" x 0.044"
I'" x 2" x 0.055"
12.' x )" x 0.050.'
! z" x 4" x 0.050"
e'.S"
a..10-
g'.,
\0'..0'
14..5"
',.HJ'
Sell-Mating Sections
2 x 4.' x 0.008" x 0.100.
z' x 0.' x 0.050' x 0.1.0
2" x ~" i( 0.055" t 0,120.
Z" x g" t o.on" x 0.224"
z" x 9" x o.on" x 0.224-
2" . 9.' x 0.082" x 0.00<;-
Isnap Sections
12.' x 2" x 0.041.'
I Z" x )'. x O.O~"
: 2" x 4" x 0.045.'
12" x S" x 0.05Z"
I 2" x i" x 0.062"
~ 8..',J"
2,.10
31..:0-
4C'.1 Q"
44.'<;-
48..,"
3'-<)"
0'-<)-
3 -i)..
'4.~'
1 ;--d~
00'-;:"
33'","
4'..)"
~oa d N lOth " ~~'
S'-<)' I ~'.(J: I ,:'4)"
Allowable Span "
6.-,- I 5.11" 5~-
6..\0" I 5..3" 5..3-
r.s' I 5.., 0" 5..3-
3'., ! "0 0" 0
1 1 .2' 'O'.Z- 9-~
10'.10- 12"1 11-8
S'-i)"
:: '" , ~"
.; .~
3..,0
i C ' ~ ~"
S'..)" I 9'..)"
, i '-5"
, ('..v'
.g~~
25...j'
21 '-1"
2:1".1 O~
9..~.
"11",,/'.
19..3"
2:;:-.'"
~ C'. ~ v'
9'..)"
5'.Z"
5 .S'
i 4.'1"
5."
5'.7"
;..i
T-4"
j'.r
3.-4'
9.'"
'2 -0
i::-;)
4.4)"
" a..,
20''''';''
3~
I 'o~w
..~..,O'
.6., .
I .5~-
2;'./
25.,'
Z8',,"
3-,..
3.3
'16'-4"
,,4'.'
27'.r
jS -4"
j8'-a-
42'-2"
~ 4'. /"
",'.,
24'-8"
3"1-
;'4'.('"
3 ~ '.I~
~...;-
~~'.J.
.~' ...
".,
" i ".5'
~ 9'--5"
For soan -l- at ~am: Use SCr<>en ~"eI soaclng "VV"
Example.:
~ Seam S~clng ILoad W;~h "VV") " 6'~:
MaXImum "l- 'or oeam <:' x4- X O.C<<" xO.1Z0. Self-Mall"," Seam = I 1) -4'. 1
A::;,ove spans 00 not lndude lengt.h of ~ee ~race. Add nonz:ontaJ ,:e;ls-:h ~ "nee ora:.e 10 at<:'ve 5':3,"15
for ~c~l beam scans,
;o'Jrli:'l spacing sl1all not el<cee-:l r~- (40 x we~ thlCk.'ess). Fe< Oeam soa"s greater \I'\an 40....)- '....,e
beam at t:'\e cen~er puni:"\ and one ~ur1in !cr eac." ':4....Q. on eac.., SIde of ';."'Ie :enter ~ur1in s~,alllndw,=e
late~al ~raci~g as sl"'tC'Nn in ce~aa (48'~(j s03.n 'NM punit"s at jO. 0" o,c. cen~er ~\Jr1in and (2) P~r:I~S eac.""l
s"ce of cemer ~ur1in ,"'!eed ia1e1"3J Orating.
Note:
!t is ;ecommended that tile engine-er ~ consulted on any sc-een endcsure t.~at scans more :t';an 55'.C.
and as a mU''''llmum tl"',e u?right used for S(:"een erocsures over 55'~O. shall :.e ~'ie setf-!j',atm9 s~)~n
smaller than the beam ~ectlOn.
3 (.9-
31.11'
4'-i)"
" -
-: -/
, 2'.~-
" 5 -4'
25'.'"
29..)-
26'.2"
I 12.";"
Z1"'-
n..'c.
--~-
-I
<(
:)
(/)Z
w <(
C!::: ~
::)Z
f-Q
o (/) (/)
::)WW
C!::: 0 -I
f- aJ
(/)(/);::
WW
~ a:: .....
<:)Z
c::: f- 0
u..~~
~ cr: ()
::)f-W
Z(/)(/)
- ~
~::)
-I Z
< ~
::)
-I
<(
....
<:
W~
. -oJ ~
0.. ~ :::l
..-- 5 u: .
C3~<,~
Ci5~:!:~
C~~~2
QJ<l..<~'
[J')3cg~
. ~ ~~-
w:!3 6 5 ~
c.>o:~~~
u~~~u..
"'C <: ... w
W (3 ~....
)3 ~ d
ro ~ 0-
....JU
S E:AL
ET
9
OF
10
Table 1.10: Allowable Spans Fo~ Super Gutter and Self Mating Beam
Screened Enclosure One S ide/Solid Roof Other Side;
Aluminum Alloy 5063 To?
BeamsAnd
5" Super Gutters
10'.<)"
1/2 Screen Roof Beam Span
12'.<)" 14'.<)" I 16'.;)" I 18'.;)" I 20'.;)"
1/2 Solid ltOOlBeam Span
5'.<)" S'.;)"! 5'.;)" 5'.;)"
1 .) , -4 '; '.,,1 - 'I ~
',l.,i-I
U'.;)"
S'..:)"
2'--5 ~ 2'.2'"
0.' ":l-".
H~ .',.,
',3'-3'
:/-'
,.1
.8 -, "
20-~'
',9'-1 r'
, 5 .3'"
~ote:
If tM Solid ~anel '5 greater or less '.han ',O".J' then the ~/2 ~'1e allowable screen roof beam span scali be
adjws:ed by ~J"',e factoi of .1- 2 x i/2 :the sd,d r:>of ;::ai"'ei soan -jlfference bet'Neen IJie 3ctua-l anC ~ Q'-J"!.
-he aC;t.:strrent ~o t.'ie aJlo'Na::.le screen ,.ocf :anei 'Nidt..h :s applied as a ~lus ,f :r,e so(~ roofoar,el s :arger
:han ~ 0'-;]" ana mlrus If tt,e SOlld roof oarLel 'S smal:ei :lian , O'-Cl'"
.=0( Scan of ~L. C13eam, Jse Sc,-een ,~an~ 'N!CU1 ''''N'' F."Om DrawH:g,
Lead Span:: i/2 ot SC;fre~ 3eam Ler'lgth ... 1/2 of SOlid Root Span
Example:
4.4'..:)- (ScceenR.oof 3eam Span) 1 2 = 22'.]"
',I)'...)'" :Soiid ~,oo( ~?J"'~J S~a"J I ? := C;'..')"
.~0f 2" '( 5" :( 1:i.OSV'. ~ Ij, '2~'" Self Matlng 5eam ar,~ ," '3u~"~r G'.J~er Maxlm'Jrii Span = I~
7r:e SClioj :oof :Janet Wl(.j~' IS 12'-')"':
-:Ce aJ,C"Hao,e sc;~n rocl ;lanel width will :;e (+) -:2 x ~12 (12'" lOi} 0: - 2'
To sei~C ine ~ealJlred Swc-;r GLitter and ::eam. 3:dd 2' to 1/2 the sC.Ree~ roof :eam s:an and ~e3:d '.r,e
Suoer ~'...::".er and Seam aiicwabie '~eam soans in :r.at -;oiumn (i,e, ',f ::--,e sc:eef1 root ~ear.1 span s 36'~;J'"
then ~~:er \..+'e table from i.t'l! ~o~ '..lncer t.~e:otu"':1n r.eac::ed "JY (~/2 x (36') .. 2'}::: 20'-0"
->;:-'~ /4.~
Table 1.10: Allowable Spans For Super Gutter and Self Mating Beam
Screened Enclosure One Side/Solid Roof Other Side;
Aluminum Alloy 6053 T-6
Beams And
5" Super Gutters
112 Screen Roof Beam Span
12'~" I 14'..0" I 16'.;)" I 18'.;)" I 20'.<:)"
1/2 Solid Roof Beam Span
5'..0" 5'.;)" 5'.;)" 5',,:)"
1 -3
S'.;)"
U'..Q"
19 -3"
1 a'.,"
Note:
if ',he soba oarel ,s greater or 'ess lhan ~O'..:)". tl1en ;t,e 1/2 tr,e allowable sc:-een roof beam span shall be
ad:uste..; by :~e 'acor of -I. 2 x 112 ',t'1e solid rool panel span difference cetHeen L'1e a=al and 10'-,)").
-:-he adi'.Jslr"'enl :0 :r,e allowable screen rooi panel w1d\l1 '5 applied as a ;llus ,f ~'1e solid rool ;larel '5 larger
'.I1an '0'..)" and minus ~ l1e solid roof ;lanel:s smaller tl1an 10'-0"
c;lr Scan 01"": Of 3eam: Use Sc,een Panel Widtl1"W cfOm Draw1l'\g.
Loae Span = ~12 ~I Soceen 3eam lengt'1 + 1/2 of SOlid Roof Span
Example:
oW..)' (Scceen "!cof Seam Span) / 2 = '22:.<)":
iC'"-:;" (SrJ1i.... ~':XJ{ ::anp! S~:!"::.I 2.: 5'~"
F')( 2" x 5" x ~,")~O" 1 U IZ~ Self Matin9 :3eam and 4- Suoet C~r:er 'v1axi~~r.1 Span =
ire solid noof ~ane1 'NImh i:. 12....J..;
The allowa;lle SC,"W" roof panel .,.",dtl1 Will be (+) {2 x \/2 (12'. \Q')} = + 2'
70 se;e'C':. :t,e Le~U\r~ Super Gutter and oeam. add t to 1i2 the sc.-een :-ccf :eam span and :-ead ~!'-,e
Super Gu"er ard Seam allowable beam scans ,n \I1at column (i.e. If tI',e sc:-een -001 beam scan 5 36'.\)"
~"en enter :tIe ~Die from tlie top unoef' tl1e CQjumn headed by {'!2 x (36') - 21 = 20'-v"
.~
~
Table 1.11:
9 FaStening Schedule
MaXimum
Numoer of ;>10 x 314" S.~.S. ;;(eou"eo
Wall Width =
20'..)"
30'.;)"
40'-0 '
50'..) ,
60'..)"
Corner Post I Diagonals ,K) \ Intermeolate I C.omer Post
@ iop pe r End ~ost @ Chair Rail! @ Bottom
2 I 2 4 2
2 I 2 4
3 4 2
.. S 3
5 12 3
Plate to
Sole Plate
2
2
2
3
3
MaxiIc'Uffi cront Wall C'e'9hl = '0'..:)"
Use Front Wall Wioth .M1en Determining Number of SMS. For The Side Wall K..oraolng.
Use Sice Wall 'MC'_~ ',W1en DetermIning Number of S.MS. Fer The Front AJ1C1Cr 5ac~ Wall K-3rac<ng.
Table 9.3:
Allowable loads On Screws And Bolts
(As R.ecommended By Manufacturers/
Seil-T.pping .nd ~~achin. Screws Allow.ble Load. Tensile
Strengtl1 55,000 psi; She.r 24,000 psi
Metal to Metal
Wood Lag Screw load.
Using Soutn~m Pir;e ~'.G., 0.55 or Equivalellt ,.~/~.. Th:c:',ness
-r DOUOI& Withdrawa' I
Screw Diameter I She.r Ilbs.) She.r Ilbs.) 1 (Ibs.)
1/4 I liU "., 3": I
'116 I 21U 0'0 0". j
3)/:5 I ~40 ~v i I ~L .
Concrete Screws And Bolts In Concrete, S:ic.k Or C.M.U.
(Embedment Must Be. Minimum of '.11. Thickness With 1-\1'" From Edge)
! 2.0001* Concrete I 3,000# Concrete
TenSiOn I
Shear lib.., Shear
. I 0
,',~ 1. ,04 I d~o
i,~,J ',/10 I '.~J
..14
Screw Diameter
~.
I :),S"
Shear (lbs.)
Metal to Plywood
SlS" , ply
Pull Out
IIbs.)
,~
~~
~~
132
14.::>>
Oll
, u
AflJminum Rivets with Aluminum Mandrel.....
I Tension
Screw Diameter (lb'.1 Shear
~S' :2. 1'0
I 5lJ2 ,8/ .:.':,J
I 311. -"" 01>
Screw Diameter
. .. 4-i':.:
)1'" , ply
Pull Cut
Shear ilbs.l Ilbs.)
::'
, 0
0/
Se,.... goes through Iwo Sides of memb~.
- All barrel lengths; Celu. lndustnal Quality. t.:se manufacturers gnp range 10 maldt lotal wall tl',I1:!<ress of
conneclJon. Use ct1art. To Sele<;t Screw U.S. nvel substitution of anchor speoficatioos in draWings.
. ~s..tt_ _
~ '.'41'
.~
.:
.....J
~
::J rJ')
Z
rJ') ~ W
W ~ .....J
a::: Ct'
::J Z ~
I- 0 I-
() Ci5 C'l
::J Z
a::: w
I- a 0
rJ') rJ') f=
w w ()
~ 0:: w
::J rJ')
~ I- a
ll. () Z
::) ~
~ a:::
::J I- .....
Z rJ') Z
~ ~ 0
::J ::J f=
.....J Z ()
~ ~ W
rJ')
::J
.....J
~
.0
'"
uj~
~:3 N
V') ~
- ~ ...
..... 0 u..;:!
Q) I..) <' ""
C~6~~
c~s:",,:g
CDQ)g,~g:;i
.... 0> ""
. ~ i:: ~g
W~5~~
Q.lO:~~~
uctj~':lu..
C<:"'w
Q)(3~>-
,.c. ~ co
/~ s q
ro _ tl.
Ill..)
~oQ
10
OF
10