ad-2010-00276_0003-1.jpg SUNROOM DETAILS TEK SCREWS 1 /4 - TEK SCREWS @
( 2)- # 8
HROUGH ONE ' SIDE OF EACH O.C. 2)x MAX, TO TEK SCREWS
® 4' .C. , TOP & BOTTOM
36 ", 18" OR 12" O.C. I -BEAM (1- 0217B) INTO & ® EACH END .``���j��'' " • ae••c .
AS SPECIFIED BY HEADER ARM (1- 0214A) °�c,�°
P.E.I. ENGINEERING: 3 ", 4 --5/8" OR 6" ROOF PANEL
(SEE DETAIL 7A/5) (3" SHOWN)
#8 x 1/2" TEK SCREWS, (2) AT EACH m U. w w
]-BEAM, (1) AT EACH END OF HEADER
1/2" TEK SCREWS
(2)-#8 x 1/2" " K SCREWS Y Y' I # x °gyp•
TE E - SUPPORT (1- 2079A) " •
® EACH I -BEAM (1- 02178) STAGGERED ® 16 O.C. - ��.°_ >::'� ' ^ �'' 1 -0238A
LOCATION TOP & BOTTOM I # x 1/2 TEK SCREWS, w,;,�` Y,.:; :.;.,:�w <r_? ''•,, •_•...•••` �,
' I (2) AT EACH I -BEAM (1- 02178) LOCATION,
1 -0233A 12" OVERHANG (1) AT EACH END OF HEADER SUPPORT (1- 2079A) " ?':' ` ' '�. "- :�•:'•" "urluuu�mrn + + + "`
MAX. 1 -0214A #8 x 1/2" TEK SCREWS;
OPTIONAL HEAVY DUTY HEADER IN AND OUT ® 18" O.C.
8 -21 1 1 AT GANGING LOCATION ONLY 6" OVERHANG W
SUPPORT (1- 2089A) WHEN SPECIFIED AND ® EACH END OF I— --�
BY P.E.I. ENGINEERING (2) #8 x 1/2" TEK SCREWS THROUGH PANEL CAP (1 -2035) MAX. ° M i °'° o
EACH SIDE OF HD HEADER SUPPORT � o a z La
8 -0090; AS SPECIFIED (1- 2089A) INTO WALL POST (1 -2049) 1 -2035 z m `" n ° °
Z 01 1— O W F z
< < ° °
BY P.E.I. ENGINEERING AT EACH GANGING LOCATION, (1) 0 1 -0121 > o z o o O
" " SCREW ® 18" O.C. ALONG HEADER N = 1 -2073 #g x 1/2 TEK SCREW m ~
z <o
#10 x 1-1/4 TEK SCREWS ® MAX. 24 O.C. INTO I -LITE FEMALE (1- 2087A), AND z " 3 w W 0 _ ° W �
Q w ® 16 O.C., TYP. a u m < N a 0
THROUGH HEADER SUPPORT (1- 2079A) TO STEEL (2) SCREWS INTO CORNER POST rr = o o w > ; < W
T UBE (8- 0090), AND (2) SCREWS THROUGH (1- 2078A) AT EACH END OF HEADER; ~ TEMPERED GLASS <?
BEARING PLATE (8-2111) AT GANGING LOCATION TYP. AT EACH FACE OF WALL u- = z
a a to
Ln
1 -2017 1 -2087A = #8 x 1 /2" TEK SCREW ® N ° It
0 16 " O.C., TYP. z u
TEMPERED GLASS w A z 0
ANCHORING NOTES: w z -
AT UNIT GANGINGS ON CONCRETE FOUNDATION: 1 -2086 ATTACH H SUPPORT (1- 2080A) w ®� o 0
(2) 3/8" DIAM. x 3" WEDGE -BOLTS 1 -20088 1 -0121 WITH #8 x 1 /2" TEK SCREWS (n = z
Li THROUGH EACH SIDE OF WALL rn ®v
FLOOR EXPANDER TO CONCRETE FOUNDATION: 1 -2064 Q 1 -2073 EXPANDER (1 -0203) AT HOUSE �w a a w
1/4" x 1-1/4" LONG ZAMAC NAILIN = M (2) #8 x 1 /2" TEK AND WITH HD 2 1/2" ANGLE N
ANCHORS STAGGERED @ 18" O.C. ALONG FLOOR SCREWS ON EACH SIDE AT BRACKET (1 -2083) AT A -B +,, z
EXPANDER 00 EACH GANGING LOCATION, OR B -C CORNER POST
o AND (1) SCREW ON EACH (1- 2078A) & (4) #8 x 1 " o
SIDE AT 18' O.C. ALONG H
TEMPERED GLASS TEK SCREWS; SEE - DETAIL Fo<
z (7A;B /5) ON SHEET 5 OF 11
1 -20078 (1- 2080A); LOCATE (1) o A° Z a �;
-� SCREW ON EACH SIDE OF H ° °°m�u�
FOR WALL EXPANDER ° W
(2) #8 X 1/2" TEK
d�z� h<8��i
1 -2056 FLUSH WITH EDGE 1 2
# 8 x / " TEK SCREWS (1 -0203) CONNECTION TO SCREWS THROUGH EACH SIDE EXISTING BUILDING OF H (1- 2080A) INTO vi 5 jj °zo ' e
j= OF CONCRETE FOUNDATION SILLS, TYP. w d23 ,,,K,,,
A 9' O.C.; AT DOOR GANGING POST (1 -2082) _ � W m
AND MIN. (2) IN AND OUT 1 -2080A OR WALL POST (1- 2049)�_8�0
® EACH GANGING AT EACH GANGING LOCATION. °
r 5 -2003; 6' FOR WALLS "Z =�`z o3��
SLOPE GRADE AWAY $ —t UP TO 12' PROJECTION; 1-20088
FROM FOUNDATION a a n MIN. NOMINAL FULL LENGTH FOR WALLS 1 -2064 0 9� C-) o 9 a S = W
4 CONCRETE OVER 12 PROJECTION 0 �^ W W C3
MIN. 4" c SLAB (CONTACT P.E.I. ENGINEERING #10 x 2" TEK SCREWS AT o �o3Woa���
III 4. a A FOR SPECIAL LENGTH 18" O.C. AND AT EACH END 0
° REQUIREMENTS) OF MASTER FRAME HEADS
a (1- 2008B) 0 Q Cn
MIN.
TEMPERED GLASS 1 - _j
(2) 3/8" DIAM. x 3" WEDGE -BOLT; 4 a 4"
TYP. AT EACH GANGING AND ° a 4 • NEW OR MODIFIED EXISTING CONCRETE SEC4 GLASS WING OVER Q Z Q
AT CORNER POSTS SLAB, TO BE MIN. 4 THICK ® w LL1
4 SLIDING GLASS DOOR Z
Q cn
MIN. 12" CONTINUOUS MIN. 3000 PSI CONCRETE �
CONCRETE PERIMETER Q
TRENCH FOOTING �- Q
SECS REINFORCED HEAVY —DUTY HE ADER OV ER TRANSOM OVER
4 SLIDING GLASS DOOR ON CONCRETE FOUNDATION SHEET 4oF II