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1 -2074 BOTH SIDES AT PANEL CAP (1 -2035) 1 -2062 ��e�`��C \��•
AND H SUPPORT (1- 2080A) 1-20098
# x 1 " TEK SCREWS ® TOP,
, 1 3r
TEMPERED GLASS BOTTOM
w Q / d UP, & 1 /3rd DOWN
3" NOMINAL �� •
- THICKNESS FOAM Q (2) #8 x 1/2" TEK SCREWS THROUGH FLOOR
'.' WING PANEL EXPANDER (1 -2056) INTO HD CORNER POST "
1 -0121; z (1- 2078A) FROM OUTSIDE AND INSIDE FACE
CONTINUOUS OF WALL. TYP. AT EACH SIDE OF POST '= _ CO
1 -2044 ANCHORS ® INTERMEDIATE LOCATIONS
EXTERIOR SIDE 1- 208OA; I m
# x 1/2" TEK SCREWS CONTINUOUS X Z LELAND INDUSTRIES GP FASTENERS; #10
® TOP, BOTTOM & 16 O.C. pp�� w 0 LELAND GP x 2 -INCH LONG SCREWS WITH DT -1700
2 P LAN VIEW OF GLASS OC FASTENER AoONG TIN
EXPANDERS S (1 2056)0 TYP. M o a o e �'
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FOAM WING PANEL 3 NOMINAL THICKNESS ^ o Z
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EDGE OF 1 -2081 A a s ; :': s > o z 0 z
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# X 1/2" TEK SCREWS a a - ° z
FLOOR SPACED 0 18" O.C. TYP. Z o o W o N
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EXPANDER 3/8" DIAM. x 3" BEARING B -WA m a u W � <a
(1 -2056) LIP
WEDGE -BOLT r ---------- - - - - - - -- 1 -2056 o N >
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1 -0501, WHEN SPECIFIED I 4 -3/4" (1 -2083)
I ,- --- ----- - ----- BY P.E.I. ENGINEERING �________ z
J / #10 x 2 -1/2" TEK SCREWS #10 x 2" TEK SCREWS �� EXTERIOR SIDE ®a Q`°
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0 a = I 3" FROM TOP & BOTTOM 3" FROM TOP & BOTTOM °
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W o I & MAX. 19 -1/2" SPACING & MAX. 19 -1/2" SPACING v o ��
�w� I ; s PLAN VIEW OF A —B CORNER z A �0
Y I 1 -2022 OR 1 -0201; WHEN 1 w z Z =
6 ON DECK FOUNDATION O� 3 =°
SPECIFIED BY P.E.I. ENGINEERING 1 N
I HIGH WIND MEETING RAIL I DECK FOUNDATIONS SUPPORTING ENCLOSURES MUST '�' w = Z
00 I REINFORCING REQUIREMENTS 1/8" POP RIVETS AT TOP, f INCLUDE ADEQUATELY SIZED SUPPORT POSTS ON ®z °
\ CONTACT P.E.I. ENGINEERING MIDDLE, & BOTTOM; TYP. / w o `''
1 -2049 CONCRETE PIER FOOTINGS PROPERLY SIZED AND LOCATED ,.a o w
AT ENCLOSURE GANGINGS, CORNERS, RIDGE SUPPORTS, w ^a
AND ALL REQUIRED DECK SUPPORTS. DECK LEDGER
SEE DETAIL 7C ON SHEET 5 z
-206 ( )
f� 1 -2078A CONNECTION TO EXISTING HOUSE MUST PROVIDE
FOR CORNER POST a
\\ REQUIRED LOAD CAPACITY, OR A CARRIER BEAM MAY BE Q
a
1 -2051 \ TO FLOOR EXPANDER (1 -2056) REQUIRED AT THE HOUSE WALL. A MINIMUM OF 4 0
o F
a \ i -2016 CONNECTION ON WOOD OR 4- INCHES SPACE BETWEEN BOTTOM OF JOISTS AND TOP W a?
1 -2053 - -- - - --{\ CONCRETE FOUNDATION OF GRADE MUST BE PROVIDED. og
w LOCATE 2 -3/4" BACK FROM �� F = o V `�
INCLUDE A CONTINUOUS CONCRETE PERIMETER TRENCH
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IP OF FLOOR EXPANDER �� SEE GENERAL NOTES ON SHEET i CONCRETE FOUNDATION SUPPORTING ENCLOSURES MUST a'; o = W a W Lij J
(1 - 2056) AS SHOWN ON o,,,",
w 1 -2056 FOR REQUIREMENTS FOR PRESSURE w _ = a
w �� FOOTING OF ADEQUATE WIDTH AND DEPTH TO PROPERLY
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a (1) #8 x 1' TEK CONCRETE FOUNDATION, TYP. ��\ TREATED LUMBER AND FASTENERS. SUPPORT IMPOSED LOADS AND PROVIDE PROTECTION FROM <
3 w SCREW ® TOP &
I �� FROST HEAVE. d�W W�-
2 -
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D- m in BOTTOM; 1 /3rd UP (2) #8x1' TEK SCREWS; ,,,� -� „c =6°=� rc
2 z < & 1 /3rd DOWN BOTH SIDES 8- 0026; WHEN SPECIFIEQ �, LOCATIONS OF CUPS WILL VARY FOR WOOD AND y U
w # x 1/2" TEK BY P.E.I. ENGINEERING CONCRETE CONNECTIONS.
x w SCREWS EACH SIDE „
W m 3/8 DIAM. x 3 WEDGE -BOLTS U/ ATTACHING SUNROOM WALL EXPANDER TO
EXISTING STRUCTURE: = _ F_ �' G�'
1 -2062 1 -2061 _= 'c. ., 0 - -3 W v,d
WOOD FRAMED STRUCTURES & WOOD FRAMING WITH BRICK VENEER
ln/ USE 1/4 -INCH DIAMETER GALVANIZED LAGS & WASHERS PROVIDING A
4 -3 4' 1 -2082 MINIMUM 1 -1/2 -INCH EMBEDMENT INTO WOOD FRAMING OR WOOD
/ BLOCKING INSTALLED AND NAILED TO WOOD FRAMING AT ALL LOCATIONS
I / NOTED BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, OR — U)
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2-3/4 / #8 x 1 2' CONCRETE, USE 1/4-INCH DIAMETER TAPCON LE FASTENERS PROVIDING Q Q �I
it % / / TEK SCREWS 1 -3/4 -INCH EMBEDMENT INTO MASONRY OR CONCRETE AT ALL LOCATIONS
`� C� TOP & BOTTOM; NOTED BELOW.
-'�/ 1 /3rd UP & 1 /3rd BEARING(WALlS: Q z
1-2081A 1 -2078 1 -20098 LOCATE 2) FASTENERS NEAR FLOOR LEVEL (Z) AT KNEEWALL OR RAILING Q
1 -206 1-201 1 -206 1 -206 cn� DOWN HEIGHT, (2) AT TRANSOM, & (2) NEAR HEADER HEIGHT. INSTALL SINGLE W
1 -2082 1 -2016 LO FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG Z C) Q
THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL.
-3/4 "- ASTER FRAME WIDTH ROLLING DOOR WIDTH FOR NONBEARING WALLS: U) (n
LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL OR RAILING HEIGHT, w
(2) AT TRANSOM HEIGHT, (2) AT H, & (2) NEAR TOP END OF EXPANDER. U) Q
& -- PLAN VIEW 0 F B — C C 0 R N E R EXTERIOR SIDE #8 x 1 /2" TEK SCREWS (1) INSTALL SINGLE FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED Q
NON BEARING C -WALL ® TOP, BOTTOM 1 /3rd UP ALONG THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL
ON CONCRETE FOUNDATION & 1 /3rd DOWN, BOTH SIDES 60F ��
SHEET