ad-2010-00276_0002-1.jpg SUNROOM DETAILS
3 ", 4 -5/8" OR 6" ROOF PANEL
1/4-20 TEK SCREWS 0 36" 18" 1/4-20 TEK SCREWS 0 36" tri wumnnrl�
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OR 12" O.C. AS SPECIFIED BY P.E.I. 18" OR 12" O.C. AS SPECIFIED
(2) - #8 x 1/2" TEK ENGINEERING: (SEE DETAIL 7A/5) BY P.E.I. ENGINEERING:
(00309 FOR 3" AFA ROOF; w ": .," t
SCREWS 0 EACH (2) - #8 x 1/2" TEK SCREWS 00310 FOR 4 -5/8" AFA ROOF; ;,.;.; .;'�:` 'mss 2
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THROUGH ONE SIDE OF EACH I -BEAM 0031 1 FOR 6 AFA ROOF) :: • -- 1 -0214A r J® w 2 rn •
LOCATION; TOP (1- 0217B) INTO HEADER ARM (1- 0214A)
& BOTTOM
1 -2079A 1 �
1 -0238A 1 -2087A 'J,,S'� .o =•' S
12" OVERHANG (2) # x 1/2" TEK SCREWS Ovd
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# x 1/2" TEK SCREWS, (2) AT EACH MAX. THROUGH EACH SIDE OF HEADER F_
I -BEAM, (1) AT EACH END OF HEADER 8 -0089; WHEN SPECIFIED SUPPORT (1- 2079A) INTO WALL
SUPPORT (1- 2079A) BY P.E.I. ENGINEERING POST (1 -2049) AT EACH GANGING w _zrr
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12" OVERHANG LOCATION, (1) SCREW 0 18" O.C. o ° r a
1 -0238A MAX. 8 x 1/2" TEK SCREWS, 8-2111 AT GANGING LOCATIONS ALONG HEADER INTO I -CITE FEMALE r< o j w w
) AT EACH I -BEAM (1- 0217B) LOCATION, a ° i � n a o
8 -0089; WHEN SPECIFIED #10 x 1 -1 /4 " TEK SCREWS ® MAX. (1- 2087A), AND (2) SCREWS INTO > o o a
(1) AT EACH END OF HEADER SUPPORT (1- 2079A) z a
BY P.E.I. ENGINEERING 24 " O.C. THROUGH HEADER SUPPORT CORNER POST (1- 2078A) AT EACH
(X 0, O J Z
8-2111 AT GANGING LOCATIONS (1- 2079A) TO STEEL TUBE (8- 0089), END OF HEADER; TYP. AT EACH °W. a o 0
AND (2) SCREWS THROUGH BEARING FACE OF WALL oW z w o a o °--
1 PLATE (8-2111) AT GANGING LOCATION TEMPERED GLASS Q < a u w a o a 0 0
(2) #8 x 1/2 TEK #10 x 1-1/4" TEK SCREWS 0 MAX. 24" O.C. 2 -2006 1 - 2086 ° fn a ``
SCREWS THROUGH EACH THROUGH HEADER SUPPORT (1- 2079A) TO STEEL 2 -2005 1 -2064 a °
SIDE OF HEADER TUBE (8- 0089), AND (2) SCREWS THROUGH 2 -2006 ® °ter
SUPPORT (1- 2079A) ° 0
INTO WALL POST BEARING PLATE (8-2111) AT GANGING LOCATION 2 -2005 TEMPERED GLASS z u
(1 -2049) AT (1) #10 x 2" TEK ANCHORING NOTES: °
EACH GANGING 1 -2017 — o z o
w SCREW AT EACH 1 -2008B ® � 3 =
LOCATION. z END OF MASTER - UNIT GANGINGS ON WOOD DECK:
FRAME HEAD (2)- 3/8" DIAM. x 3 -1 /2" LONG GALVA141ZED = '�" = z
w O
(1 - 20088) AND AT LAGS W/ WASHERS 30 ��? o W o
18 O.C. ALONG - FL OOR EXPANDER TO WOOD DECK: z w N
of HEADER LELAND INDUSTRIES GP FASTENERS; #10 >c 2 -INCH 3 z
w
N LONG SCREWS WITH DT -1700 COATING; STAGGER
a SCREWS 0 18" O.C. ALONG FLOOR EXPANDERS, TYP. z a
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1 -2064 BUILDING CODE REQUIREMENTS FOR 1 -2007B °� �o =ate
WIND AND /OR SNOW LOADING CAN o ° o�m°`�=
1 -20078 REDUCE MAXIMUM DIMENSIONS OF a�sZ�W�
DOOR & WINDOW UNITS, AND OVERALL
o
ENCLOSURE DIMENSIONS. CONSULT y= o Q. - R
#8 x 1/2" TEK SCREWS P.E.I. ENGINEERING FOR LIMITATIONS. w ° W
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0 18" O.C.; (2) 0 aaT, a
a W Vt
UNIT GANGING & (2) 0 SEE GENERAL NOTES ON SHEET 1 1 -2086 a W 0 0 3
:c �_ 6 a� ==
P CORNER POST (1- 2078A) F OR FOR PRESSURE
R EQUIREMENTS ��a
:4 :; :. " ":•' " TREATED LUMBER AND FASTENERS. TEMPERED GLASS c9 W o 0 o W o a
m U J = aC > o
U :�;:• i 1 -2080A
ui
3
1 -2087A J
sz. z T r .ri r^aW�
J `_ • ..; 3" NOMINAL THICKNESS FOAM KNEEWALL
w
3 u 1 -2056 1 -205 SEE ANCHORING NOTES w
" " z co
w 'Y,r ?:,"''" # x 1/2" TEK SCREWS #8 x 1/2 TEK SCREWS 0 18 Y
—
® 18" O.C. AND (2) 0 EACH O.C. AND (2) ® EACH GANGING;
ALUM. FLASHING t ^'.' GANGING; TYP. AT EACH FACE OF WALL LIP OF FLOOR EXPANDER (1 -2056) TYP. AT EACH W ALL FACE
(EXTEND 1/2" BEYOND Q z Q
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UP OF FLOOR EXPANDER 3/4" PLYWOOD OR OSB SUBFLOOR DECK FOR WOOD DECKS) 3/4" PLYWOOD OR OSB SUBFLOOR 0 W W
�' z 0
(EXTEND 1/2" BEYOND FLOOR JOISTS ALUM. FLASHING FLOOR JOISTS Q —
DECK FOR WOOD DECKS)
(1 -2056) JOIST HANGER DBL. HEADE
DBL. HEADER SEE ANCHORING NOTES JOIST HANGER (IJ C/)
SEC1 HEADER OVER WINDOW OVER FOAM sEc2 HEADER OVER TRANSOM OVER WINDOW OVER Q
3 KNEEWALL ON WOOD DECK 3 GLASS KNEEWALL ON WOOD DECK SHEET 5 O II