13-1023 (PAT) General SpecsIIII�II f � 114 I 111111illlll III !I�+ IIIIIIIIII II � IIII P'�1111�111�1� IU I�UUII' ISI ! IIIIIIIIIIIIIIIIIIIIII�II�' Illlllllllllllll�lllll IIIIIIIIIIIIIIIIIIIIIIUI�I!' IIIIIIIIIIIIUIIIIIIIII �II�IIIIIIIIIIII!IIIIIIIIh Ullllllllllllllll
, UIIL:::: �IUUQIIC IIIIIIUIIIIIII�IIII� IlIIU IIII �IIIUIIIIIUUU� IIII IIIL SII IIIIIIIIII IIII :�I ,,� IIIA IIIIIUU[ I _ _ U 1 _ ��,�I� ,
i
i
�'I !�iWPl�lII�OI�!NuIlIII�I�LimIf III�,IIIl IVfIlIlI!i�IInVoINIIIIIIIINI�UII[nI:II UIWrI I�,s—�l ���g�A�IlIIlIlIUlNl�lIlIIIIlIIIlIuI�ImlI�INI►III1IUl11InIIIIuIIIIImlIlIIIflIIilI[lIIlmII lI
l. `r—lI IIIpSIIluIIlIVlIuIuI�l IIuI�IIIIuU�I )lI l �V�IIu1�1 uIOI�IWl4IlIl�1�1l4IIIIu I I7iI�IIII II hII►II►IIIIIIIIIIIIU1I1I1 DI I ��II�II�IIIIIUIIIIIIIII 11111I 61I,II�IIIIIIIIIIIN!l1II I�J��Q p(�IIUll ►�IIIIII�III1II11II1I1I1 II I I n�I�II��III�III�II�I IIIUII!�IIII�I�IIIIII�►II1I1�I I�II IIIII�U�I IIIp-l►II
��,.I II IIIIIIIIIIII II I (�I, III IIU II�. - —1 I_�c 11,1,1I,1 1 1 III I,V�I�I Il�wlI„lIuI���fII� I III��� IIII�I��IIIIIII�IIUll UIIIuIIIIlIIlD! lu► � �I�I.I7ulIISIIl IIIII�II II II�II II IUIII��mII�lUllIullhm�llIlIl11ml�. IIu.—Il1 II ll�llIlI�III�II�I I..........
I�IIfIIIIiI
auiau�ululmumJr 11 I
111.W_ W
In I(IIIll�I tI�_ Ji�I
llIIlI ll�IllIlIIlIl III I II IIIIIIUIIIU�III!�IoIuIiI���� I U 1�II I1
I
I�I��IIIII II I�IIIuIII��I pII lI�ll ►[II [I -
.i IJIII I:IIIIIIIIIIIII IIII UIII
III�G fII�IIIIlIlIU�
lIlIlIiIC
I
1
II
�IIIIIIIIIIIIIII
IIIIIIII
II
Iii w_ - A tis' — f� / ain i Moll ui wl w i - wmaia m —
.IIU� I Illlll�lllllnllll(II 11111 � 1111111
it I
F`A'i
i
- I
I I � • ,i I I II >n 1 �—, II 11 1 II IU Il I>I� Il
�lll �IIIII�I SIU III���II , SII �III� IIIA IIUIII(I �Ih mdlpll� I ulll�I , � II � II I I� .; �� IIII I ILII P III IIID �IIIII� U�II I I � IIIII��I,I' I SII UIIIIIII � llllllpllll I IIUI
���II�� I �, �IIIIIIII I ��� � ! I@111111 �U n I� IIIIIIIIII�I �I Ill�l�ulU � IIIIIIIIII l , IIIUIIIIUII� � �I�llll� I� � IIIIIII�� q� IIIUII@I�� � �UIUIIIIIII��' IIII. Illllllllil �� VIII IIIIUIIU!Illu I , I IIIIIIII���� � U IIIIIIIUII� ��� IIII Illu�lllll.
II�� VIII 1111111 111111 IIIb 1011 — IIIA 111111 IIII Illlllf X1111 , IU � ��l , ��
'�"'°L` UIQ , Qll�l�llplllllli`"114 IIIII�I(�IUIIIIIR� IIIdIIW�I";iIIIIIUIII� IIII' ; — ,I � � �� , 111111 , R"°I III _ _IIIIIIIIII—� �II�II�III�IIUIIIjll6 , UIIIIIII�111111107D II�IIIIIIIIIIII�U�II�' IIIIIIIIIIIII�IIIIIIIII �IIIIIUIIUII�I�I�II!I II�IIIU����I[II IIIIIIIIIIIIIiIIIII�II�IVI IIIIIIIIIIIIIIIII
,� �►U� _ .� .Ill �I �° � ' 1 IIII �����Illlllll I ���_ .� —. ��IIIUlllllllllllll►I!hIIIIIUII� , ill -I [— � � _-1 III m�_,— II I JA
gl III.
,II�IIIUIUIIIIIII�IIII� � 1 I � I IIItlI� ,�I�IIIIIIIIIIII!IIIIIIIIII I I�IIUIUIIIII� ; III ��IIIIIIUIUIII��II�II� II III fl I III I �I�I �i illl I II II III II �IIII�IUIIIIIIII�IJIIIIIIII I ��IIIIIIIIIII�IIIIII �I�IIUIII�II�IIIUIIUU �IIIIIIIi�lii�llllll
III�III�� �III�II�I�I�� 111 - �.� �- SIU �IIdIIII�IIIIUI �f �IIUI�IIIIIIIII IIIIIIIII I� � � — � � 111111! m1�ll�ll . _' I II ilt�_ I III �! [I� �I UIIII� AIIIIUIIUI���� ��UI�U�► ��I�U�I�����U�I�I!�l�lllllll �I�'
IIII. I�III�I I � ������ �� ' � ,�I � _ � � 111 lil I !ID�II��UUIIU � IIIIIIIIIIIUII I �I _ �� I' � IUIIIIU' � - � - � u • "'� , _ _ ; � � � ° . �LI� , _ IIU III�II I„ '—@IIIIUIII�� pll���llll)I� � Il�lll�p'
�'�� � it � =� �, — � �' _ I�� - ���1 I I I � 11 � � u I►�i ���Plilill _ - I I I �►I i � °�i��ll II I����I '111��� Illi��!` I �II�loi11���1' ����I
ul'IU I IIIIIIIIII , .,� I I ' I IIIIiiIIUU IIUUI � �III�I IIIUIIIII � dlllllld IIIIII� � !II LIJU IIIIIIIII' �I illllllll IIUIIIII i'1111 1111 ' � ' .:I ' � I I II I ISI , �IIIIIII �, ;IIII IIUI� - ��II, � IIIIIIIII � � It
� 1110 ��II@II IIUU �10p�
N�' ip � � ��!• ��; � �
� � i� �II�IIIIII �I�� �l
IIII�II�III�II�I�I[�� � , —� � �Lpll'r _ +IUIIUIIIIUIIIUI�INUU�! 'll�l�ll . II �I � 1 � I U�� lU!II!IIII!I!IlUilll�lllll@��IUI' i�ilU@I�u�llllllllll! u��IIIIIIiIIIIIIUI�II��� IIIUUIIIIIIIIIIII(IIII�� 'I'I�I��IUU�II@ll@ll�l� �u�lflll��l
.I
I��� _ � _ _� ; � � �IIIIII�I(II� � � 1�I���I ,I � �--� I - e - - - N �-� -� - ' � SII I_ �I011���► � � �1 Nil
�—
� - . � ' � ,�I � jQ . �,�, IIII �� l ,I .� ��, I__ � I �i ►I I
�I IIIIIIIIIUI C y IUUIIIUUIIO ; IIIU�— IIUIIIIIUIIIII G UUUIIUIII
IUIUUUU�Ui �� �;, I ` ► . � _ u� I IIIIUIIIIIIIIIII Ip � � ° IallII � � �I � _— .� II IIID � � �IIIIIIUIIII II �� Il
I �N J�� IJ I INNSIO �N Dh� �l� �1I11N
I�UIIIII�I�:I� �� I , � III IIIIIIU�IU QUI ll!IUlll ►�Ili�lo IVU��III II. __ I � 111 U�III�II� II�IIIIII� INII(U�II!UI ��IIUII
FOR CC�N�T G�IaiV
I — _ _
INDILUDINM BUT NO T UMIT - TO, +t O SN�3W
�IUII�IIII, IUIIIIp�I� , _1 UUIUUI���m � !j�� III��IIUllllll� If �I
n111n11n I _IIII QIP SII IVV �11114.1111� u
�III� �II�I
1—�FREN
:I�UUI�I i II�iIN11111' �IIIIIUIg���fli;�y�,�1
_— ' P 111 I I��011I1ry�Iry1I11, �IIIIUU�I ��p�ll�l
MEW
* SEE SHTAS FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X S 1/Y SIDE PLATES.
SOLID PANEL TYPES
ATTACHMENT CHANNEL ATTACHMENT CHANNEL
ALUMINUM 'SEE DETAIL ALUMINUM SEE DETAILS
�EF � MIN. o SLOPE PER Fr. SCHEEL DULE �
FOR SPANS FOR SPANS
O. SP O. j
"O.H.'NOT TO EXCEED 25% _ -- "O.H.' NOT TO EXCEED 25%
OF &AN OF SPAN
i
SEE.DETAIL FOR SPLICE _ SEE DETAIL FOR SPLICE
OPTIONAL CANTILEVER T
SEE SCHEDULE FOR tj8Qe
f SQ. POSTS, SDE VARIES POST SPACING SC. POSTE, SIZEVARIESIc
I
31f2' SLAB ALTERNATE: 3 U7 SLAB ALTERNATE:
YAYY BEEus D SINGLE POdTSCHEDULE
MAY BE USED SINGLE POST"
WHERE PERMITTED.
SEE 6CHFnr F WHERE PERMITTED. SEE SCHEDULE
S MAXHTSCHEDULE 1NOTE: NO SPLICE AT THIS O MA SCHEDULE SEE " POST AND AT END BA
POST AND END SAYS, ` Ngzzz
FOOTING WHERE RECOMM' TING WHERE REOUIRED
SEE SCHEDULE,
FOR POOI NO CUBE 812E NOTE: EACH COMPONENT ISI �( NOTE: EACH COMPONENT IS INTER-
CNANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS COMPONTENT UNLESS OTHERWISE SHOWN..
TYPE "A" ATTACHED SINGLE SPAN WlCANTILEVER
ALUMINUMTM ,rt EXP.
ROOF PANEL O y
SEE SCHEDULE
FOR SPANS
O: �.
'+O.H.- NOT TO EXCEED 2d%
OF SPAN
SEE DETAIL FOR SPLICE
�'COPTIONjjj. CANTILEVER e
SEE SCHEDULE FOR
POq SPACING ,
/
OPTIONAL• BFJ1A1
SO. POSTS, SIZE VARIES 8a�_ SEE SCHEDULE FOR
"1R Fg
POST SPACI
MULTI
L~ EIMol"
I
ALTERNATE:.
COLOMMIAL AND R�OENTLAL BTRUCTUML 0*11MERIN6
3117 SLAB
10. 201 ZD of PRODUCTS. INC.
MAY BE USED 8F�
PANEL MN. 0.2r SLOPE PER FT,
OTE SPLICE AT THIS
F OTING, EEAIN
FOOTING, SEE
POST AT END BAYS.
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING BE SDE
1 r2 z r STEEL ROE)
NOTE: EACH COMPONENT IS INTER -
c HANGEABLE WITH ANY OTHER
COMPONTENT UNLEss.OTHERWISE SHOWN.
TYPE "C" FREESTANDING
W/CANTILEVER OPTION
/
SEE SCHEDULE
TOM CA►IP 1ML & ASSOCIATES, INC.
FOOTING CUBE SIZE �
�
MULTI
L~ EIMol"
"B" ATTACHED
COLOMMIAL AND R�OENTLAL BTRUCTUML 0*11MERIN6
I
10. 201 ZD of PRODUCTS. INC.
INUM
PANEL MN. 0.2r SLOPE PER FT,
'O.H." NOT TO EXCEED 25%'
OF SPAN
SEE DETAIL FOR SPLICE
SCL P03T8, 812E PARIES 6
ALTERNATE:
31? SLAB ISINOLE POST
SCHEMA U tl : \.J U VY
eJILDEING
FOOTING SCHEDULE
WHERE v
WE SCHEDULE Fp,F, � 0 qF�y
i
TYPE 7Dw FL-REESTANDINlG MULTISPAN
SEE SCHEDULE FOR
SPACING
% SSP
SPLICE A THIS
atk
AT END BOYS.
UNLESS
OPTION
DRAVIM W. LK :
TOM CA►IP 1ML & ASSOCIATES, INC.
_ ..
L~ EIMol"
DATE:,1001=12
COLOMMIAL AND R�OENTLAL BTRUCTUML 0*11MERIN6
SOLID PANEL
10. 201 ZD of PRODUCTS. INC.
SCALE:. NOW
REYM W .
-
RAN" CLICJLL�ONOIA. CA (061) 7N 2107
9TRNC1U�8
JOURALUM
NOWWRD.- amALPIUEAVE.wmA11ENi0.G"m
o0. too aA io ISN I (113) 402w=l FM 402-1511 s�
SHEET 2 OF 33
8N1fdB 18EitltllHL�iYtl
tt I
L
8 1 8 I L I .L
---
fl�l6-----�-- ®'lYall� ;Li>H�tOfQ1�l1WQ __ 96/0f!!3_6WdMl
�Hl: S31tlt SSY:Y 713HdWV3 MI - --
"M3J_B'NMYNI'!
- WP:
_ 1Kd819iNM W Mils N3LNW 01 IV(183'
$ "s SI swd873 IdILV1YY NO AlN2I1BILli e -L
- - �71t191t1� - .pyrrrnnn�r i
i E' 0
.>Z Z IZ►J ?rd$
An - - -
- �9dWlfsti �1QtJ00�
at ��J 'A"V o.el e35vas.st_�e!a a�9�
1,
:L -fit X34. .DL=.4. :DR=t
.94tiHt iT64 d'L5L .81
oz-' -oz
Ai
4L --
VZ
y81SIG
z.
HdW Ok4 kli►W`OOL. IQ" 08
MFT9B 31E8Y 33s,� � 31DM 33B?!E
ZW1 p'L, ast oc�anir�vrn. nroocxeTniwrn mexvnv�a�v
- '4tl�Y3Vtl FQ=Y� w3im;m Sita - 16t�fM aY
K'
�
I 81
9t
I a
8! 4L
►!
tl:
N-4) NS
fib.
;.[4
.8'.84•
,B=.B4
�.Bl.�
.'8•.84 ,8=,81: --
i !-
-ate:
54V
:rte
..L:,az'
_ --W.
_a- z
-
,84
4 S4
.L-YI
&st
�$4
.E-5
..
0€ .
k B58k :$L Ba84
--
=
.8
%SL
�.BL
.CL
�'�a
_ 8L
�.H1
i
Ke
lax
►Z°
.i
81, j;r—Maw
l iian& hu. - '-1%LL - Jt- L& ,.&JU
42
---
fl�l6-----�-- ®'lYall� ;Li>H�tOfQ1�l1WQ __ 96/0f!!3_6WdMl
�Hl: S31tlt SSY:Y 713HdWV3 MI - --
"M3J_B'NMYNI'!
- WP:
_ 1Kd819iNM W Mils N3LNW 01 IV(183'
$ "s SI swd873 IdILV1YY NO AlN2I1BILli e -L
- - �71t191t1� - .pyrrrnnn�r i
i E' 0
.>Z Z IZ►J ?rd$
An - - -
- �9dWlfsti �1QtJ00�
at ��J 'A"V o.el e35vas.st_�e!a a�9�
1,
:L -fit X34. .DL=.4. :DR=t
.94tiHt iT64 d'L5L .81
oz-' -oz
Ai
4L --
VZ
y81SIG
z.
HdW Ok4 kli►W`OOL. IQ" 08
MFT9B 31E8Y 33s,� � 31DM 33B?!E
ZW1 p'L, ast oc�anir�vrn. nroocxeTniwrn mexvnv�a�v
- '4tl�Y3Vtl FQ=Y� w3im;m Sita - 16t�fM aY
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED ANS F _ „ANG SOLID 'COVERS
5
TABLE1
3
TABLE
4
I
TABLE 3
4
(2)'2"x6 Y2" AND
4
WALL HANGER, 3NIFwAtTD
5
5
EXTRUDED AND 3"x8" WITH
2
6 Y2" ROLL FORMED HEADERS
3
STEEL HEADERS
3
3
STEEL INSERT HEADERS
NUMBER OF NOA4 TEK OR SMS SCREWS
NUMBER OF NO.14 TEK OR SMS SCREWS
NUMBER OF NO.14 TEK OR SMS SCREWS
4
4
11,
5 ,
a
PER FOOT_ OF HEADER LENGTH
c
PER FOOT OF WALL HANGER AND HEADER LENGTH
6,
7'
PER FOOT OF HEADIER LENGTH
5
3 3 3 4 4 5
3 4 4 5 5 6
T
m
90 MPH 100 MPH 110 MPH
90 MPH 100 MPH 110 MPH
90 MPH 100 MPH 110 MPH
8'
EXP. B EXP. C EXP. B EXPi C EXP.B EXP. C
4 5 .. 5 :. 6 .. 6 .. 8 .,
EXP. B EXP. C EXP. B ,EXP. C EXP. B EXP. C
3 4 4 5 .. 5 ,. 6
9'
EXP. B EXP. C EXP. B EXP. C EXP. B EXI
5
8
3
3
4
3
4
4
4
4
4
5
5
5
2
2
3
3
3
3
3
4
3
3
4
4
11,
5 ,
6'-1--3-P-
3 4 4 4 4 5
3 4 4 5 5 6
6,
2 3 3 4 3 4
3. 4 3 4 4 5
6,
7'
3 4 4 5 15 6
4 5 5 6 6 7
7
3 3 3 4 4 5
3 4 4 5 5 6
T
8•
4 5 5 6 5 7
4 6 5 7 6 6
8'
3 4 4 5 4 6
4 5 4 6 6 7
8'
9'
4 5 .. 5 :. 6 .. 6 .. 8 .,
9'
3 4 4 5 .. 5 ,. 6
9'
4
fl
10'
P -5-1-y
7!
7�8'
8
10
10' 4! 6 J 5 V 7
J6
8
10'
J'3
RANCHD CUCJIMDNOI� G (Y61) 741,21 W
J 4
J 4
5 -._ 5 J 6
11
5
6
6
8
7
9
11 4 5 5 6
6 8
11,
3
4
4 4
4 5
6
8
7
9
9
11
5 6 6 7
7
9
3
4
4
5 5 6
12
5
7
7
8
8
1
12 4 6 5 7
6 8
12
3
4
4 5
5 6
6
S
8
10
9
12
5 7 6 8
8
10
4
5.
5
6 5 7
13'
6
7
7
9
1
13' 5 6 6 7
7 9
13�
3
4
5
4
5 6
7
9
8
11
10
13
6 7 7 9
8
10
4
5
5
6 6 7
FOOTNOTE:, -SAMPLE'
i
`ON� c�
C
FIGURE INDICATES
ATTACHED
G1
FIGUREINDICJITES
FREESTANDING
A
I
FAN BEAM
+-
�— FAN BEAM
(19'-0':MAX SPAN)
I
eA
P.31 a
3
i
CEILING FAN AND/
OR LIGHT FIXTURE
(MAX 36 lb& )
HEADER
T=.075" 2
TYP.
FAN BEAM
ALUM. ALLOY 6063 -TB
FAN BEAM i
2 /Y
`I
I
014131/2' S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
duMM or Ex
TOM CAMPBELL a ASBOCIATEB, INC
U E UM `iIpAno
IAP11D EW o/B6
DA18' 1=1 12
BCALE: NONE
IREVOWNY:
COMMEPA UL AND REBWOff ffn* CfURAL ENORI®UNci
Mtl�4lANAd t0. ZO & 30 Pf!
"60UUIED COLUMNS NORIi VM
p
DURALUM� INC.
ALPU @E--8i1GMI�EIiPCQ6l4i6BZ�
RANCHD CUCJIMDNOI� G (Y61) 741,21 W
90./0DAlloMPH
sm"
1010 m67.70l1 :AxIoOa
COLUMN /POST TY PES & SURFACE MOUNT ATTACHMENT DETAILS
- MAx ximar = a=
rs
Ate _ --now - - -
51 r PLAamnG
- -1 - -- —
90 .11M. - _ - T - MAG P_00T
_._
WITt SIDE PLA►I O _ _ •SGL ALUM. PA 1
ALIMALLOY ' +fib• wj -OWE ng ;ALUMTAI'WYV0d"6
\LGM ALLAY &OW OR — — -
SEi63- 6 2-40`
2 FLANGM '
:375' FOR.3r hffi _ 1/8' APART
0 --
-
- i`kATE AT --
--- _
li13r, 31
TOMIF!€;€!1�_
BO' t - = -- _ SIS EIF/1N6E
low TN?. PliBT l' - 3-TA6'� FELE
7'YP;4EX SM
G4}SDS 254'12.
T
L
7
i
-- r
Omni
ACI M .ALLOY
"H' BRACKET
E118Y1E8�Y6 t�'1/ ` -iCj,_mjj Qif
IUIl. ;71 _ t`r.-. -_
I y 'i
,ar I
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-1-136WALL FASTENERS
,. - i I 1 i 1 SEE TABLE'
nr7jWALL
FASTENERS ALUM.ALLOY
SEE TABLE 6083-T8
O.0605 ILJ O
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL
A34 FRAMING ANGLE
SEE TABLE
FASTENERS, SEE TABLE
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL.2X OR.
3x ALUM: RAFTER /
FASCIA BOARD L
ALLOWABLE PROJ. EXIST
SEE TABLE BELOW - OVEI
(24'
WHERE ALLOWABLE
PROJECTION EXCEEDS 18',
ADD.A34 FRAMING ANGLE.
EA. SIDE OF RAFTER (2 PER
RAFTER TO BLK'G)
EXIST. EAVES, RAFTER
EXISTING EAVE CONNECTION
914 Will A'PANEL
LOCKS OR 68 SMS
AT EA. CONTACT
#14 SDS 2.740"
® a- O.C.
T=.080- -
WALL FASTENERS
SEE TABLE
CONTINUOUS A• RAIL
ROOF PANEL V (WHERE OCCURS)
ALUM -ALLOY
606 3'TBALUMJYJ.OY
h4 SMB 0 EA CONTACT B083�T8
WALL CONNECTION (D I.R. HANGER OC
SEE PAW 33 FOR
APPROVED ROOF PANEL
EXIST. RAFTER
HANGER /RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.) .
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN 18' O.C. CELL AT FASTENER) OR CONC.
OVERHANG (L)90,
LL=10 LL -20 LL=30 LL -10 LL -20 LL -30 LL -10 LL -20 LL=30
w
A B B C D DE E F
100
A. B B _C. D D E E F
110
A B B 1 C D _D I E E F
24- 12'4' 7-10'
DESCRIPTION OF LAG SCREW SEEN TE BELOW
2' x 8'24'
NOTCHED
A=SDS25412 WIA34 FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX.
wp
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER),'STAGGERED, 24" O.C. MAX.'
ZZC-SOS25412`AT
EACH STUD, 18.O.C.,MAX
ll W
D=3/8*0 x 4' LAG SCREW AT EACH STUD
U.jHp
'E=3/8'0 x 1 118' AT 18' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
•F=3/8.0 x 1 1/8' AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
28'4'
'711-M QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
EXIST. RAFTER
a
O
ALLOWABLE DECK'/ RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)90,
WIND SPEED (MPH) AND EXPOSURE
. C 100, C 110, C
rx4`
FULL
24.O.C.
18'
19'-r
If -3*
17.4•
24- 12'4' 7-10'
A
2' x 8'24'
NOTCHED
O.C.
21Y -W
22-2'
18'-1•
24' 18'-8' 14'=9- -
11'-10'
2W FULL OR"
2W NOTCHED
24.O.C.
28'4'
28'4'
24' 18'-8' 24' 8'
18'-r
2'x8' FULL OR-
2'k10' NOTCHED
24'O.C. .
28'-0'_
28'-0-
28'-W
24' 28'40' 2B'4'
24'-4•'
NOTE:
(A) MAXIMUM.ALLOWABLE DECK! RAFTER SPAN AT 110 MPH, EXPOSURE B
1810'-T. (E) 2x4 RAFTER.OVERHANG NOT PERMITTED FOR 110 MPH,
EXPOSURE C WIND LOADS. .
1. EXISTING ROOF OVERHANG DESIGN LOADS:
ROL -'S p6((MIN) TO 8 psf (MAX) RLL.= 20 a 30 puff
2 EXISTING RAFTER ALLOWABLE BENDING STRESS 181;200 psL
3. ALLOWABLE DECK I RAFTER SPANS ARE BASED ON RLL =10, 20, a 30 p6f
100 L.L.=(2)014 SMS EA.. SIDE
r 20A/3OKL L.z(2$14 SMS EA. SIDE
a
O
r,
2'EACH 114'0 x 3-12' LAG SCREWS'LLt10 p/
2 EACH T/16'0 x3 -lir LAO, SCREWS LL*M AND 30 pd
(r MIN. PENETRATION INTO EXISTING
S WOOD STUD)
(3 4x3'1 WA Qq
PA
1 1/4'
1 4' OR 1 112'
TCAAUCK
2'x812'OR
5- MIN. 3'X Ir ALUM.
RAFTER
314' OR 1 1/Y
=---__-__
NOTE: PROVIDE WATER
O�YT�BMETAL AND BFLASHING
r- TO DRAM
TYPICAL BRACKET AT EVERY a[
EXCIDS EXISTING. STUD SPACING
"
DEQ RAFIER;8LPAN TAU
EXISTING WOOD STUD FRAMING
L
L I DI OR>l6 U3xU61
I
2'EACH 114'0 x 3-12' LAG SCREWS'LLt10 p/
2 EACH T/16'0 x3 -lir LAO, SCREWS LL*M AND 30 pd
(r MIN. PENETRATION INTO EXISTING
S WOOD STUD)
(3 4x3'1 WA Qq
PA
_
NOM USE LEDGER WHERE RAFTER SPACING
IAPMO ERi 0116
EXCIDS EXISTING. STUD SPACING
NOTE BRACKiT
BEE FOR ATTACHMENT Nom: PLACE'SIKAFLEX* ORSIMILAR MAY BE MOUNTED
�_�-- MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER WI
SHINGLE ROOFING'TO PROVIDE SEAL SAME CONNECTIO M
-_-RAFTERTO�=._
WALL CONNECTION U3
O BRACKET CONNECTION
TOM CAMPBELL a ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD
COVER SYSTEMAS MFM BY.
IAPMO ERi 0116
SCALE. NONE
COMMERCIAL AND RESIDENTIAL STRUCTTAAL ENOINEEROq
�BR�.
10. a3o pd
NOR¢ WOW -
URAL4IM PRODUCTS, INC.
08 ALPINE AVE- 8ACRAMEN T0, CA 88618
115)4R4021
REVISED Sr.
RANCHO CUCAMOIK:IL CA. (161) 741.2197
90.100 6110 MPH
FAX 403-1619
SHEET B OF 33
3"SCIPOST
P'* B K
- ME OF PWT OR
L
90 MPR
W W'IrDom' !'qW:FM.
Pew
EX 11 & C
ilrlsm t2-
Z -am. ir
-two
m -
A2
MH
2r-
-%TO�
MM"DOTM
LEEM7
xx I
lr-,DEEP 11
11
*V -OR
M" .43W'
-
(l,"W".11ABEDFAENT)
.-sm
-I-- --- --- -wP—
4r-sm— -
-- ---
- ----
_4W-_�4trCUBED
Im
Ar ft I W.-
NCTESt BMTSMALL BE Hlmwmaw Tz umAsd;ES veL
=RVALUArAMSERYCE INC. EM -istrEnEmm-
ATTACHES
AftEOTRNATE- FTG
FOOTING A ANCI40- R13OLTS
90 MPR
W W'IrDom' !'qW:FM.
-VffiKREFKffTS--
MOM
EX 11 & C
ilrlsm t2-
Z -am. ir
-two
m -
2r
2r-
3r--W-M=W
xx I
lr-,DEEP 11
11
-2F-
M" .43W'
-
3r-
.-sm
-I-- --- --- -wP—
4r-sm— -
-- ---
- ----
_4W-_�4trCUBED
Ar ft I W.-
NCTESt BMTSMALL BE Hlmwmaw Tz umAsd;ES veL
=RVALUArAMSERYCE INC. EM -istrEnEmm-
.T-MPOSTPM-)
FM-
Anumo
SRO am Pau OTL.)
EE -0
.'WBEAIA RJSERTIM!
!PL.547HK. e
wELDEDzrEELImmAWfE
N
ALTERNATE FREESTANDING
_77MUTTARY
90 MPR
100 MPH J'joLMPH
WIDTH
EX 11 & C
EX -B3 Ca— —4D - ---S
-Y4r-SQ x. Wff�S�
IVLESS
OR
3*41`90.x
Mr- DEEP
!—vrDEEP8L"ff'LqFR-
xx I
lr-,DEEP 11
11
4' -7 -SQ_
11PD&P
-- -- L
D.A
'2Vr afj LESS
NOTES ALL COMOONENfl AM tb�MAME UW-SuOTHER NOTED'
ALSTRUCTUML
---CCUAK
SAMCF-IMM7
RANCHD 5A. CA 0
An BommmENT
D.A
1
2.5r
2:08"
"r
038" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004-H38
6.5" ROLLFORMED
HEADER BEAM
TER EXT. CUP
SPLICE WHERE
OCCURS
4.9•
'_TGee•
TYP.
F_ z.r --i
O 00083MT8ALLOY O
4:5" GUTTER
TYPES 8L ATTA
GUTTER EXT. CLIP
SPLICE OCCRS
—�
aer
TYP.
.amo•
ALUM. ALLOY
8083•T8
MAG: GUTTER
ENT DETAILS
SPLICEOCCURS
ALUM. _L OY
6063-TO
3
O MAG BEAM
3.00" SQ.
14"R "
TY.P.
28"
ASTM ASM GRADE 40
OE
3" SD. STEEL BEAM
4' f• Y —�G1�� 3:0•
f—
3--1 � � �Ad 2, � e.s• � MAX. 2, � � s:e•
a o �°
SPLICE SPLICE
OC�' 4' o w - *. .037948) IAC _ 8.0'
� o•
070• .oar 03r
TYP� �.
TYP.
.r 1.
M. ALLOY 30 OR E� ALUM. ALLOY 3001-H�9 OR EQUAL ALUM: ALLOY 30044M
/LLU�TO ALUM J JOR O
4" I -BEAM O 7 1 -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM K
3" _ --- 25•
[ . 3.
MAX. 3'ie• r` -fix 3" e. 5• -- I+ .375'
—� 042 .042" 042' j T•ttoauGA.
T-0.125'
7.8 5' ASTM Asea GRADE e0 5.0 w ALUM. ALLOY e0r}Te
_T
ALUM. ALLOY 3004406 I
ALLOY 2004H]B
OR EGUAL UAL } 5" .375'
ALUM. ALLOY
304406 O -- : � 2.875' � 1-•1.75'�i �
3 x 8 BEAM W/ STL. INSERT DBL. 3 x.8 BEAM OBLUAL
L3 x 8 SSERT f STEEL NBEAM
RT O SPLICES% i INSERT O
0lawrt BY: E.N.
DATEtaotrm12
TOM CAMPBELL a ASSOCIATES, INC.
LIVE LOAD
t0 2D a 30 Pd
p
PATIO COVER 3YOT15M AN WO.
URAL UM PRODUCTS- INC
IAPMO ERr 0196 -
SCALE: NONE
COAe�lERC1AL AND RE810EW11AL STRUCTURAL EM601t3;R1lq
BEAM TYPES
NORQ Y39
a
eY AUMNE AVE. BIIt3iAMFMO. CA reeie
lis)m-7m
EMBED BY:
RANCHO CUCAMONGA CA (ret) 7414107
20.100 a tm MPHSHEET
PAx4os+etr oupaeanLoa,
11 OF 33
S
sa. PW.
E k w E c r- 78 OM"PMQ 6
3-- x r- x Z4T- BEAK
W Sa- -STEEL OR-
CSO MPH -USE
(4W-4,WS- 0..EA.,SIDE
Top & Rom TaToLl- 6
T 0 p & : 6 OTTT. ffff-. #2 4-
X-1 ALUM M
lmf%cmT
GUTTER 9%sm
MAGBEAM
3"SM STL..BEAM
I
H - BRACKU TO POST
ALUA& ALLOY 3105*M
-TWAM A& M
PATWIW!M!b
duwam okdbj&kw
606
-
ta'a
OOMIIERMMIAWFPW��"Ugr-�---
--rV,
-
GR270-LATnm
-- SHEET 13 OF 33
REX 2' ZIM.
"-ORZ Uri TYP UP TO 4!0.'%,MAX-
1& SQ: ,oft r LAT—TfCgTUBE
ALUM-ALLOY3105+M
--
lad
`'V FASTENERS
11-0 A - #14 SDS
Z -V a -1844 SDS
-jW 12 414 tft
FASTENER SPJ1£IFKi� 314`
414 x Ur $ALI:TMP
ROOF PANEL.
C37,948
MNERTO
FASTENER TOIRAFTERTO • METAM-E
/I qq� AOT7 TIES
I
ACUW.BMQQET,X
-i`.SE€TABLE
RAFTER: RAIL' TO GUTTER
3WTEKSCREWS
t6 RAFT
.€R
L -,- -----TW:j�CRewjog (6)
4
) ��*jc 3/4" #-10 x 3W TEKSCREWS
BRACKET TO BE -AM
"W-- aFtkOC—E-T
U4E LOW
'TOM CAWS MA A#QPMW1AC- tqU=-_wlo
� �
-TWAM A& M
PATWIW!M!b
duwam okdbj&kw
DKIMMUM
ta'a
OOMIIERMMIAWFPW��"Ugr-�---
qP�=Ok 'I
-
-M-Mfibff
PAXOM Ct=hKM& M OW) Z -414W
-- SHEET 13 OF 33
SPLICE DETAILS 11 1 BEAM, TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
Rrrlo S:M.8. II N12 OT -8:
ror. TYP. THICKNESS- .035 (24 TOT TYP. THICKN II W ..03V
u! 6.78 'fig
Ii, �II
+ + + ++ + + + + ++
ALUM. ALLOY 3004-H38 ALUM. ALLOY 30044436
OR 8083-TS.FOR EXTRUDED OR 8083 -TS FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE`INTERK�R BAYS, A SINGLE 12' SIMPLE C'TkICE (ONE,SIOE OF WEB) MAYBE USED.
F— 3•—I
comm 070'
TYP.
ALUM. ALLOY
808178
4' 1 -BEAM
TOTALQ (8}112'0 DIV -M
i
1. 5`
O
4.'
O O
0 0
LIVE LOAD •
10, m a ao v.+ I
C
W
1. -
0 e,
2.10'
0 0
O O
COMAERCIAL ANG RE6xfElil+AL 6TRtx tlAlAl El+dnatEwnG
SPLICE DETAM
NOTCH I -BEAM FLANGE
143EAM ALUM ALLOY!7
AS NEEDED TO CLEAR
- .3 -0 -
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE lr,SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
wumwom
O=M
11`
TYP.
ALUW
TO
BO
7' 1 -BEAM
MOMENT C SPLICE
(2)IR10 S.M.8.® EA
VALLEY, TYP.
i
1. 5`
O
4.'
O O
0 0
LIVE LOAD •
10, m a ao v.+ I
C
W
�s•
MOMENT C SPLICE
(2)IR10 S.M.8.® EA
VALLEY, TYP.
i
TOM CAMPBELL a ASSOCIATES, INC.
s
LIVE LOAD •
10, m a ao v.+ I
C
W
=_
IE
WALM NONE
IREVISEDW.
COMAERCIAL ANG RE6xfElil+AL 6TRtx tlAlAl El+dnatEwnG
SPLICE DETAM
NOTCH I -BEAM FLANGE
143EAM ALUM ALLOY!7
AS NEEDED TO CLEAR
(8081-T6) ALTERNATE
SO. POST.CONNECr+WEE
STL C -BEAM
TO POST WI'(2) - &r, 0
THRU41OLTS ® 4•}8EM
NAr+ so. POST
AND
rr (-3B) -ETHRU.BOI
BEAM
TO POST CONN.
o. C3790
u
#12 METAL BACKED,
NEOPRENEWASNERED
TEK SCREWS ®8' D.C.
MAX. STAGGER IN BEAM i
FLANGE
ROOF PANEL
-PBM om
4'x7' ALUM.
r x4• ALUM. T 8M.
AT.r I BFJIM:
ADD 'C", SPLICE X18' LONG
(4}114 0 M9. BEAM
AT ALL COLUMNS -
TO BRACKET j
(CENTER AT COLUMN).
SECURE TO 4BEAM
Wl "14 TEK!SCREWS
EQUALLY SPACED -
1- FROM ENDS.
BRACKET TO POST. I
POST. SEE SCHEDULE
LA QU p fA
1
C' _91
D�'NG & SAAFpE,TY DEPT.
'ALTERNATE'
EAM POST C
'`J, -i C( -)Nb 1 HUU I ION!
GATS: iWVJMZ�
TOM CAMPBELL a ASSOCIATES, INC.
s
LIVE LOAD •
10, m a ao v.+ I
RALUM PRODLICT8;.Ri�—
NPl11O ER6 ofp6
WALM NONE
IREVISEDW.
COMAERCIAL ANG RE6xfElil+AL 6TRtx tlAlAl El+dnatEwnG
SPLICE DETAM
MORA'++p'1D■
06ALPINE'AIAT.'BACRIta{EIRTQCJC_
16)4112
RANCHOCLICAMONOA.CA (6611741i1W
110..f06 \ 110 fAPMI
-MM F1%466 -/S19 64i§ ivit SHAT 12 OF 33
TOMI CAMPSELL&ASSOC
CbmmewdW land! RaOlden%W Sttumftrg
53310 llow ; St*K, Altai liaims,
JOV, 18,, 2013
P IL ocation;
Wiles
Q.,0424ndhWU ImMO head& Wni forcedl
!Utei of Doralurni ProdUdtSl
L he., 34mch byy,&11kh by Mlil
wm al sWel,f2ga., i; OdM041 'Vl sedon on irealdlemtiall iamd,commercl0l� freestatO.01119, 001
attached!,, solldr; and lottice400ftd.clovers, mianu%0wrad by IDuralUmi Produtbi Ihm
Applicofto
ApOlidatidnialf, ithe, headet, spam, ;t6ble.slAhoWn 1 oni she eui 2,JAhmudh 113,, and - thfil,cover liefter1l.
immitoccomimpoyN
,10 ralumulP
, lmducU,,Ilno.,IIAPMOEvWusMIDni!Ftqport;'Nio.6,04,96lat,t,-h Olimelof
Ohori (4 UICH
Submissidn, tol OUdsdic n I he omuf �a MM'
blhavll gill" tj otpen M"01 -JOOn*
fmestandihgl!or,atto6hodlivesid,ordliell�or,leomm,erciiii, Wild- Or'llWce-roof6d cover.,
,constimcooni of ith' ramoin, in, g structuroll compoments'(1aft I lba salters, pastas meritto,
'OslACA
fool, 0 st . Eel and! dotolls,ant dl'Ay�pe . 1 a0d �81 - W gl - ;of ifastenem) i MUST,,be l,ini accordOincei Wit hil Ithei
rt1�u ,or ilia Ibr�freeitamdlhgllor
covet t
etw6hed1twers shownillnIAPNIG IEvalual:11on RepodMOM495l.,
Desigia ILoo0s,
Rod! Dead Load=.I oaf
Re& LW ILoadl 1= 110,,, 20. iamd30, pof
1 ,
wind',: 90,, IOU and! 110rqph,;'Ex posuresSandIC
Wei andizo 'bW01hrelationtathelabove-
Stsu'lS as. In providbV,structuraillesill.cdlaitions mis.0
d oft -We have iho authority llnsd%r asi writrActor w om, sea pd",mil pane
cone 1i�ci..b.y
11-1 10011heireall;wn, sib lfty,�cifift�owner,andfor,00ntractortios6rve�011�,safe
A
M,
ordlQm otectiOnlo(peftnmeLlIftimog usei ofth Is, doourneol'i the, contitactodlowner
a
pgrei*i company, harmlbasiftomi all cost Of Iffloation 'that itin, ay, 066,00tlollf"011eged
da eso0opclAtedim th1hamotilt definadl by 1 thle,d6cumeAL
,
The j mvided all, Inform6fibal regarding ith, is, pro)qd,toiojjr corp pussy; Waslid inert
mokvir e A1100i I", kVVSft0tlon',OfAh& site, The cailculeflont and! del prOldod! ns this,
Yl I - cif'
d ml em � , 9
-11ce wM61lf'o
pilo, R&
idd rmnfj 1: Im mix P00tel V.,
j ile'dfarry'discripipgnclers, Oleaselcon-Am Ot us
-
GITZ MM M F —f 2 FAJ 0
Ool�anl lIi1T 7v
MY 3WAN
CWbMK +fK45a4°y irj
l�sl�wdl[�b �GffrFi�•�11� � d.Q0�Y111R7 - -
�,4���t T-_�t��si•_�__'s+_3�11����1_:: -pit_*��sa-s.,e:..::