HomeMy WebLinkAboutSCREENROOM DETAILSGENERAL NOTES
-
1) HOSSTRUCTUREHASBEENDESIGNEDANDSHALL BEFABWCATED INACCOROANCE RUN THE 7) ALL TAPCONSMUSTBE GRAOESTHV A ONSTEEL TAPCONSOREQUNAL£NTW/I-Y-EMBEDMENT,
R C!UIRE6H SOFTHE10NFLONDABMM MGCODE(FBC)6ASAMENDEDBYTRE2006SUPPLEMENTS, 3^MWEDGEDI57ANCE,FASTENED TOMGVIMUM7300 PSI CONCRETE
THE 3004ALUMMUMDEMGNMANUAE
ALL LOADSBASED ON^60%SCMENOPEMNG, FLATSPLPM & FBC TABLE 20024 H))(N0N-HFHZ),
ASC£7-98 & 7-12 CATAGORYI H1 77) OWHZ)ANDASCF7-2002
—ALTERATIONS, ADDITIONS, HIGHLIGHTS OR OTHER MARKINGS TO THIS DOCUMENTAMNOTPERMITTED
AND WHLANNULL OUR CERTIFICATION.
2) MEIXI. MGSTRUCTUREISCAPABLEOFSUPMRTINGMELOADSIMPOSEDBYTHISSMUCTURE CONTRACTORIS
MSMMIBLETOCONFIRMANDCONSTRUCTTOMEDETAILSINTHESEPLANS CONTACTENGLNEERIFSIM
CONDITIONS VAR%
3) R6SPONSIBRITY WILL BE OF THE BOILDERACONTRACTOR, TO INSURE THE EXISTINGSTRUCTURE&MATERIALSAM
SOi/ND. REPLACE ALL STRUCII/RILLYDEFECIIVE MATERLHS
4) ALL MEMBERSSHALL BE AND M VE BEENDESIGN£D USLNGALUMMUMALLOY TYPE 6063.716, UNL£SSSPECIFIED
OTHERWISE ALLALWVH3IEXTRUSIONSSPECIFIED IN THIS PROJECTSHALL BEAS SHODNDVTHE A.A.F. MANUAL
S) AMFASTENERSSTRIPPEDORNOTADEQfUAMLYHOL MGSHALLBEMPMA D.
6) ALLFASTENERSTOBE2014-T4ALLOY,NON-MAGNETICSTAIMESSSTEELORCADMIU8IPLATEDOR
OTHERMSECORROSIOYMSISTANTMAMMLANOSHALL COMPLY WITHSLIC, SPECLFICATIOMFOR
ALUM. STRUCTURES-SECTIONI, THEALUMINUMASSOCIATION, INC & APPL)CARLEFEDERAL STATE &
LOCAL CODES
19- -0 00
6-3 C"
FlUg
Sl LC,' � SCREENROOM
COUNTY BUILDING DIVISION
REVIEWED F09 COMPLIANCE
REVIEWED BY
DATE TX
I o1 •0 �—
PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE
RESIDENCE
V V�
RESIDENCE
3"PANROOF-.032
,1
4
5"SUPER GUTTER Ix6 SMB
a
k
N
l
N1'Fj
„� KEEN
N 11"1
D �
rl, �
N
r
Zx6 SMB
--T-g•--� ALL CO
POSTSARE3x3S
OR3x3W/OH*ON
SIDE ELEVATION scREENSIDES
CORNER
PLAN VIEW
2"x2"x6"ANGLE WI(3)#I2 SCREENED ROOF- FRONT& PANROOF- REAR
SMS (typ) AS SHOWN
UPRIGHT
UPRIGHT
v�
2x3 TYP
MOT)
I6"KNOp)
1
FRONT ELEVATION
I
8) ALL EXPOSEDSCMWHEAASINROOF TORE CAULKEA
9)ENGINE£RSEALAFFMEDHERETOVALMATESSMUC7XrRALD£SIGNA MOWNONLY. USEOFTHIS
SPECIFICATIONBYCONTRACTOR,ETAL INDEMMFHSANDSAVESHARNLESSTHISENGINE£RFORALL
COSTSAND DAMAGESINCLMMGLEGAL F£ESAND APPELLATEFEESRESULTMGFROMMATEMAL
FABRICATION,SnMMEMCTION,ANOCONSMUCITONPR MCESBEYO"MATMIICHISGLLED
FOR BY LOCAL, STATE AND FEDERAL CODES AND FROM DEVIATIONS OF THLS PL AN.
70) EXCEPT AS EXPRESSLY PROVIDED IN THIS SPECI FICATION, NO ADDITIONAL CERTIFIGTIONS OR
AFFIRMATIONS ARE IMENDEA
11) SEAL ALL JOINTS W1 CONTINUOUS CAUB G
12) ROOFPITCHSHALL BEA MIN. OF'/,"PER FOOTAND A MAX OF3"PER FOOT.
13) COMPOSHEPANELSMUSTBESEAMEDATSHHSAND£NA
WIND SPEED =140 M.P.H.
WIND EXP. CLA SSIFICA TION = "B"
SEE OPTIONAL CONSTRUCTION
ONSHEET 4 OF 4
RESIDENCE
—e'
2X3
Z36X80 DOOR
4 � 3x3 G m
[q r
U � e
y 2X2
Ix2 I'-4
7'-6�
SIDE ELEVATION
NOTE:
EXISTING 20x8'6"SLAB - 4"
THICK WIS'x8"FOOTING
r
P4
Q-
r+
rW
V
Z-
Q
N
W
W
co
x
w
Qi
U
V3
F
0
W
I
�
q
a
w
a
a
m
�W
o
Ix `n .r
LEGEND
0
� w � Q tQ o
La
X= OPTIONAL
� ca w"
OB=OPEN BACK
F
E
d o a% d
KB=KNEE BRACING
u
W c� a w g z
KB=2X3 = 2X3X.045
m
E.
WB=WINDBRACE
WB=2X2 = 2X2X.090
c0
o co w A
KP=KICKPLATE
SP=SOLE PLATE
SP=IX2,1X3X,044 OR
q
RECEIVING CHANNEL
o
OB=lX2 OR IX3X.044
IX2 = lX2X.044 PATI❑
W q W w
1X3 = 1X3X.044 PATIO
a
2X2 = 2X2X,044 PATI❑
w W a
2X2H = 2X2X.090
EF A a z
2X3 SMS= 2X3X.045 SELF
q
n a 0
MATING SNAP
E.
2X3 = 2X3X.045 PATIO
a d w
2X3 S = 2X3X.050
z
WIG SCREW BOSSES
E" a
2X3 SPECIAL = 2X3X.063
0l
6005 ALLOY
iO F
2X3H = 2X3X.090
m
3X2 = 3X2X.070 PATI❑
3X3 = 3X3X.093 PATI❑
3X3S = 3X3X.072 W/2
Z Col
SPLINE GROVES
N m
2X4 = 2X4X.050 SMB
124 r- m d nl
OR PATI❑
2X5 = 2X5X.050 SMB
W
W 9 a eo �
2X6 = 2X6X,050 SMB
�
z � 6 v to
2X7 = 2X7X.055 SMB
a
U x d -0 m
2X8 = 2XBX,072 SMB
W � d i r
2X9LT = 2X9X.072 SMB
o
2X9H = 2X9X,082 SMB
y t`
W q G , $0 �
2X10L = 2X10X.092 SMB
�, �� PO � x
2X10H = 2X10X125 SMB
W
-
� U
SEE TABLE 200 FOR BEAMS MAY OCCUR
FAsrErvirvcBETurs ONBOTHSIDES
00 1 BEAM *
z"x (b) RECEIVING
CHANNWEL
SMB • SEE TABLE 200 FOR
FASTENER DETAIL
CONNECTION DETAIL
rpm
FILE CUP
BEAM TO BEAM
STITCH WA12X2^
TECH
SCREWS24"CO.0
O
3
- yb
xy
Q z
OB ` (2) 3B"SS
THRUBOLTS WAOCK
y O
NUTS & WASHERS
O
2"X3"X0.1875"
"U"INSERT W/(1)
3B"THRUBOLTS
°
WILOCKNur &
WASHERS
(a)(O CONCRETE
/f,
�' `
SCREW
EW/EXTERIOR CORNER
09.125" PLATEX(d)S
S.M.B. SIZEPLUS5"-
MIN. MAHN. (6) 012X
314"SM.S SCREWS
TABLE 200 FASTENER
SCHEDULE
BEAM
SIZE •
SCREW
SIZE *
FASTENERS
PER SIDE
OPTIONAL
BOLTS
1"X3"
12
3
-318"
3 -318"
5
(3)-318"
„ „
3 -318"
7
(4)-318„
2"X 8"
71
(4)-318"
2"X 9"
14
8
ONNECTWITH2"X(D)
IECEIVING CHANNEL
SEE TABLE 200 FOR
O
BEAM
(2)Y_X3Y2/ BOLTS
W)LOCKNUTS&
WASHERS, BOTHSIDES
31'X3"POST•
BEAM TO POST
CONNECTION DETAIL
* SEE LAYOUT FOR
MEMBER OR
MATERIAL SIZING
GENERAL CONSTR. NOTES:
NOTE. STITCHALL SALES WAI?
S ..& SCREWS ON 18" O.0
(a.) ALL CONCRETESCREWSMEUMUM
EMBEDMENTOF3"17VTO SOLID
CONCRETE. MINIMUMEDGEDISTANCES
TIMESDIAMETER.
(&) U-CHANNEL THICKNESS:
.062-<EXPOSURE "B"
.125-> EXPOSURE ^C"
FOR 2"X 6^ POST OR BIGGER, USE
STRUCTURAL.25"CLIPS
(c) CONCRETE SCREWSME:
SCRE'ENROOM: L14^
POOL ENCLOSURE: 318^
OR OTHERWISESPECIFIED
(d) LENGTH OFANGLEAND/OR
PLATE VARIES BYSIZE OF
COLUMNAND/OR BASEPLATE SIZE
(e) CONCRETESCREWS7ZE-
POOL ENCLOSURE:
EXPOSURE "B" -H4"
EXPOSURE ^C"-318"
USE 114"FOR ALLSCREENROOMS
FOR 6"POSTOR BIGGER, USE
(2) 3B"CONC SCREWS
P FOR "B" WIND SPEEDNOPLATE
NECESSARY -FOR "C"WINDSPEED,
INSTALL.125" PLATEX(6)"XSMB.
SIZE PL US 5" MIN WMIN. (6) #72 X314"
SAL& SCREWS ONFACE OFBEAMOR
POST
)N TO FOUNDATION
TYPICALSELF
MATING OR
Or'SNAP SEC17ON
•RECEIVING
PRIMARY2"X2"X
CHANNEL
0.125"ANGLEEACH
SIDE W1(3)#12X Y^
ti"or
&M.& EACHSIDE
'SOLE
PLATE
3"S OR 31Y3"WIOB`
CORNER POST
PLAN VIEWIEXTERIOR CORNER
CONNECTION TO FOUNDATION
d
B e.. .
d
a ? d e 2
OPTIONAL POST TO DECK
W/RECEIVING CHANNEL DETAIL
INSTALL'/,"z (a)
CONCRETESCREWS
24-HC
BOLT
5d DIST.
114"
1-114"
318"
1 1-7/8"
SECONDARY2'•X2"X
(d-OPEN BACK SIZE (NOT
TO EXCEED 4'•) X.125"—
ANGLEEACHSIDEOF
COLUMNMIU)SMS
SCREWS FOR 2"CLIP & IS)
&M.S. FOR 4" CLIP
FOR 130 OR 140ZONE,
ATTACHPANELSWAOO
X %"SMS. WITH MIMI
314" WASHERS &
CAULK, 3"FROMEND &
INSTALL CONCRE
SCREW (a)(R
SIDE VIEW
SEE GENERAL NOTES d
PRIMARY2-X2"
X(MATCH OPEN
2"MIN BACK BIDTHJX R 125"
ETBACK ANGLEEACHSIDEWI
Z__/ (3) #L2XY�4"SM.S
EACH SIDE
INSTALL (a)(e) CONCRETE
--� SCREWTHRUPRIMARY
\ ANGLE
$"X 2"OR 1^X3"
O.B. BASE PLATE
(IYP)
5d MIN. EDGE
DISTANCE FROM
EXTERIOR OF
COLUMNTO
OUTSIDE EDGE OF
SLAB
TYPICAL SELF
} }
O.B. BASE PLATE • + + o + '
t + + + T + +
} } { + } 4 + {
CONCRETE < tl
a a
n 0
n
FRONT VIEW
POST TO DECKDETVI S
INSTALL %"
CONCRETESCREWS
BOLT
5d DIST.
114"
1 1-1/4"
3/8"
1 1-718"
a
W
}�-
�
a to
'z
W
Q
a
�U
O
w
O U]
W
m
M
O
rA
'•7 .] O
ta w N
.N. O
F W CI
U
yce
U2
WWw
w Qz
�°�
FU2
,�E
::).+x
U W
w
U UO2VP4 A
A UUU000 22
O
ca
Q W
w
a )
0 W 12
W
U Ca a'
E�
a 0 F
0
P. z w
E
W
a
Lf)
E
UI
0 n
zy 02 GO
W � 02 W r 02
W Elk ;1 6 :$ 4
zL) x`bL
ro o
WE., d X 1-1
U
O t• N
WtiC,.tio�
z EOPO:�+':�'
H U2 M f2,
�a 04 o
� U
CONCRETE
S4"FROM
& 24" O.c
ATTACHMENT TO
STRUCTURE DETAIL
* SEE LAYOUT FOR
MEMBER OR
MATERIAL SIZING
GENERAL CONSTR. NOTES:
NOTE: STITCHALL SMJL'S W912
SM.& SCREWS ONI8"O.0
(a) ALL CONCRETE SCREWS MINIMUM
EMBEDMENT OF 3"INTO SOLID
CONCRETE. MINIMUMEDGEDISTANCES
TIMESDIAMETER.
(6.) U-CHANNEL THICKNESS:
.MS, 4" .062-<EXPOSURE "B"
& 24"O.0 .125-;EXPOSURE "C"
FOR 2"X 67POST OR BIGGER, USE
STRUCTURAL.25"CLIPS
(�) CONCRETE SCREWSIZE:
SCREENROOM: 114"
POOL ENCLOSURE: 318"
OR OTHERWISE SPECIFIED
(d) LENGTH OFANGLEAND/OR
PLATE VARIES BYSIZE OF
COLUMNAND/OR RASEPLATE SIZE
/e) CONCRETE SCREWSIZE-
POOL ENCLOSURE:
EXPOSURE "B" -Ir4"
EXPOSURE "C"-M"
USE114" FORALLSCREENROOMS
FOR 6' POST OR BIGGER, USE
(2) 318"CONC SCREWS
D FOR "B" WIND SPEEDNOPLATE
NECESSARY -FOR "C"WINDSPEED,
INSTALL.125" PLATEX (6)"XSM.B.
SIZE PLUS S"MIN. WIMIN. (6) 012X3/4"
&M.S. SCREWS, ONFACE OFREAMOR
POST
OIOXYc"0ITH314"
WASHERS CAULK(4)
PER PAN
\. .e•. JR{T P
SEE TABLE 200 FOR BEAMS MAY OCCUR
'ASTENINGDETAILS ON-
BOTH-SIDES-0
® 1 BEAM*
SMB " SEE TABLE 200 FOR
FASTENER DETAIL
BEAM TO BEAM
CONNECTION DETAIL
TABLE 200 FASTENER
SCHEDULE
BEAM
SIZE *
SCREW
SIZE *
FASTENERS
PER SIDE
OPTIONAL
BOLTS
2"X3"
11
3
-318"
3 -318"
5
(3)-318"
„ "
3 -318"
7
(4)-318"
2"X8"
12
(4)-318"
2"X9"
14
8
2"X l0"
14
( -
CHAIR RAIL
ATTACHED TO POST
WILATERNAL OR
EXTERNAL "L"CLIP
(6) OR "U" CHANNEL
W)MIN. (4)812SM.S
EACHSIDE
GIRT OR CHAIR RAIL
SEELAYOUTFOR_
SIZE
SCREWBOSSES
ATTACH 97771
MIX (6) 070-2"FOR
2"X3"SPECLILOR
(4) FOR 2"X3'X045"
#10X %" WITH 314"
WASHERS& CAULK(4)
PER PAN CONNECT WITH2"X (8) GIRT TO POST. DETAIL
' $rfN;i RECEIVING CHANNEL
p — ..._.�`i�'R(fOk'Psfvc:.b��o'�}: SEE TABLE 200 FOR
(2)i%"X(') "PLUS]"
SS BOLTS WILOCK
NUTS & WASHERS
09.125" PLATEX(d)X
S.M.R. SIZE PLUS 5"
MIXWMIM (6) 812X
MIN. WMIN. (6) #12X
314"SMS. SCREWS
OPTIONAL CENTER NOTCH POST POST TO BEAM/ROOF
TO BEAM CONNECTION DETAIL CONNECTION DETAIL
2-12"X2-112"X2"X(6)" POST*
"U" CHANNEL
00 BEAM * (D %"Ss THRU
O OPTIONAL EXTERNAL BOL TS WILOCKNUTS&
2'X2"X72(.)(c) E WASHERS
WI(2)raa�
(2)Y"X3-Y"BOLTS
W/LOCKNUTS& (a)(c)(4) CONCRETE
WASHERS BOTHSIDES SCREWS
3"X3"POST'
BEAM TO POST
CONNECTION DETAIL COLUMNBASE CONNECTION
"U" CHANNEL DETAIL
a
U)
w
m
z
a
cV
x
W
W
a
�
O
W
W
UI
W
(1;
�
m
��j7 W
O
Q al
d
O
ca
E q U
fPG:
N
O
R1
o
6 Wes.
ari
V
w a
~
(q(rjj z
Y
00coz
ea3
U
ww
omo
a
xx
��sj7
Q
P4
W
L)
W
u°"
p
Q
O
z
E
"
Q
w
CJ
rAw0
02
0)
W
a
iL
O
a
O
U
7l
O]
F
(n
0 co
F A Lei to
G N 0) c ti 02
W E 00
z: P. QD
Z k�
WdwN rc.,
O i` E
ZOw mx
c7 P. P
ya E" o
U2
U
P,
0
N
Z
3" RISER ROOFPANS
-(SEE SPAN CHARTS)
TABLE 401
RECEIVING CHANNEL—
WITH02X 314" S.M.S.,
3 PER PANBOTTOM
AND I #12 TOP. -
FASTEN TO FASCIA WITH
3" RISER PANS '"0 X 23j" LAGS 1 2" ON
CENTER ALONG HEADER
EXIS TING MASONR Y OR
WOOD FRAMED HOST
STRUCTURE PERIMETER
a WALL
O
a
NOMINAL 2" FASCIA SECURELY
FASTENED TO RAFTERS. a
3" RISER ROOF PANS CONNECTION TO HOST FASCIA a
3 #11 S1IS THRU
BOXED END OF
rfl�/ EACHPAN:
ALTERNATE DETAIL
EXISTING FASCIA
3 #12 S.M.S. PER PAN
3" RISER PA: 'S ALONG BOTTOM THRU
RECEIVING CHANNEL
AND 1- #12 S.M.S. PER
PAN TOP
WHERE PROXIMITY OF HOST
EAVE PROHIBITS
INSTALLATION OF FASTENER
INTO PAN RISERS, FASTENPAINS
THRU BOTTOM W14 EACH#12
SMS PER PANEL (THIS APPLIES
ONLY TO MAXIMUMROOF
PANEL SPAN OF 12' AND A
HEIGHT OF 8, ALL OTHER
APPLICATIONS REQUIRE SITE
SPECIFIC ENGINEERING)
EXISTING MASONRY OR
-- WOOD FRAMED
HOSTSTRUCTURE
a . PERIMETER WALL
3" RISER ROOF PANS CONNECTION TO HOST WALL
EXTRUDED OR
BRAKE -FORMED (032"
MIX) ROOF HEADER (A.K.A.
RECEIVING CHANNEL)
WITH Y4 "0 X 2112 " LONG LAG
SCREWS FOR L U.MIBER
HOST I PER STUD - 318 "0 X
2512 " LONG MASONRY
SCREWS FOR MASONRY
HOST C 16" O. C.
EXISTING FOOTING DETAILS
* SEE LAYOUT FOR a '=
MEMBER OR W �
MATERIAL SIZING 0 co
GENERAL CONSTR. NOTES: Q M.Ny
NOTE: S77TCHALL SR SWAt72 W H
SM.S SCREWS ON18"O.0 LV C)
ALL CONCRETE SCREWS MINIMUM a 0
- EMBEDMENTOF3"INTOSOLLO
CONCRETE MINIMUMEDGEDISTANCE5 W
TIMESDIAMETER
(8.) U-CHANNEL THICKNESS: U [z]
.062 _<EXPOSURE "B"
.125-7EXPOSURE"C"
FOR 2'X 6 POST ORBIGGER, USE Fi
STRUCTURAL.25"CLIPS
(a) CONCRETESCREWSIZE:
SCREENROOM.• 114"
POOL ENCLOSURE 318"
OR OTHERWISE SPECIFIED 00
(d) LENGTH OFANGLEANDIOR C7 cd
PLATE VARIES BYSIZE OF I
COLUMNAND/OR BASEPLATESIZE W a
/eJ CONCRETESCREWSIZE- N
POOLENCLOSURE qh
OD
EXPOSURE 'B" -114" 0
EXPOSURE "C"-3B" 0 R
USE 1/4"FOR ALL SCREENROOMS
FOR 6"POST OR BIGGER, USE A to O
(2) 3/8"CONC. SCREWS r7 W G4 LtQ
p
n FOR "B" WIND SPEED NO PL9 TE C \
NECESSARY -FOR "C"WINO SPEED, TF U ,Wi
INSTALL.125" PLATE X(6)"XSM.B. W
SIZEPLUSS"MIN.WMIN.(6)#12X314" O W \y A O
SM.S.SCREWS, OOSACEOFBEAMOR as � a .ti W E-F
U W
p 0�WO d .[m W
U Ux2
FILL COPY o
a A W w
U
W
(3) #12 EACH SIDE F.
Q a 0
-- — — 1x2 1"s2'A,"ANGLE 0 U I= a O
--_ a z U2 0
_ — PANROOF ®• P.E L)
a
— — — J 2x43 0
GUTTER
(2) #12 EACHSIDE v co
Cat
� C\2 m
W C\2 amp
w :lk Lo
U man
I
I
In
ALTERNATE GUTTER CONNECTIONDETAILS Z � F o 0 d,
I
W d w CQ� o
U
r
rT ti or
{p N x
Z oe) P.
ya\ 040
Wry
� U