ad-2010-00276_0007-1.jpg ATTACHING SUNROOM WALL EXPANDER TO
SUNROOM DETAILS
EXISTING STRUCTUR ` „�i�Utliiulutfl /q
WOOD FRAMED STRUCTURES &WOOD FRAMING WITH BRICK VENEER �x�
USE 1/4-INCH DIAMETER GALVANIZED LAGS & WASHERS PROVIDING A / / / / / ��\. :aaeaeae
MINIMUM 1 -1/2 -INCH EMBEDMENT INTO WOOD FRAMING OR WOOD ````
�?' • e
BLOCKING INSTALLED AND NAILED TO WOOD FRAMING AT ALL LOCATIONS XISTIN STRUCTURE� ` \ o
NOTED BELOW, FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, OR
CONCRETE, USE 1/4-INCH DIAMETER TAPCON LE FASTENERS PROVIDING ''� Q — N ' S
1 -3/4 -INCH EMBEDMENT INTO MASONRY OR CONCRETE AT ALL LOCATIONS WALL EXPANDER (1 -0203) ® J: ® ui
NOTED BELOW. - ��
EXISTING STRUCTURE' BEARING WALL EXISTING STRUCTURE 2 ; � LL c
LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) AT KNEEWALL OR RAILING
(REMOVE SIDING) `
HEIGHT, ( )LOCATED A OM, Sc (2) N ALLY ALINGLE = 1 -2082 �'sJ`,/aaaa�oae"
THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. p �4 d
1 -2044 1 -20098
FOR EXISTING WOOD STRUCTURES FOR NONBEARING WALLS,
p ' r PROVIDE SOLID WOOD BLOCKING LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL OR RAILING HEIGHT,
(2) AT TRANSOM HEIGHT, (2) AT H, & (2) NEAR TOP END OF EXPANDER.
AT EXISTING WALL AS REQUIRED INSTALL SINGLE FASTENERS LOCATED AT 16' O.C. VERTICALLY AND STAGGERED # X 1 /2" TEK SCREWS J
MIN. 1 -1 /2" EMBEDMENT INTO ALONG THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL o ® TOP, BOTTOM, 1 /3rd UP & w ro o a ° w
W
0 ^'' STRUCTURAL FRAMING 1 /3rd DOWN x I M z °- W°
o�
WALL EXPANDER (1 -0203) MOUNTING TO EXISTING STRUCTURES: REMOVE EXISTING ° i ,o �
'n > >
w 0 EXISTING STRUCTURE SIDING AND ANY COMPRESSIBLE SHEATHING AT CONNECTION Jo 1 -2062 > o i ° a
(REMOVE SIDING) POINTS OF ENCLOSURE TO HOUSE. LAGS MUST BE o CA z
SECURELY ANCHORED TO STRUCTURAL FRAMING OR INSTALL TEMPERED GLASS m z a w °° v,
L #8 x 1/2" TEK SCREWS 0 BLOCKING SECURELY FASTENED TO STRUCTURAL FRAMING TO w _3 ° z ° w
a a
TOP, AND BOTTOM, BOTH SIDES PROVIDE MINIMUM 1 -1/2" EMBEDMENT FOR MOUNTING m < u W
3" FOAM WING PANEL FASTENERS. �.
z
® 0.0o-
� 3 PLAN VIEW OF FOAM WIN PANEL 14 PLAN VIEW OF ROLLING DOOR z 0 �
8 AT EXISTING STRUCTURE s AT EXISTING STRUCTURE L 3 go
o
MIN. 3/8" DIAM. GALVANIZED LAGS W/ EXISTING ROOF 4.j C5 w =Z
WASHERS LOCATED ® REQUIRED SPACING SHINGLES
�W o w 0
&PROVIDING ADEQ EMBEDMENT
INTO PROPER STRUCTURAL SUPPORT L) w
MOUNTING NOTE THE QUANTITY SHEATHING n�
AND SIZE OF FASTENERS REQUIRED EXISTING STRUCTURE
VARIES BY APPLICATION. A LEDGER REMOVE SIDING AT
WITH MORE LAGS ADEQUATELY TAB /HANGER ATTACHMENT <` mo
FASTENED TO THE EXISTING ® EXISTING RAFTER 8
STRUCTURE, OR A SUPPORT BEAM ALUM -� _ ALUMINUM FLASHING (SIZE AND SPACING) d o <w
MOUNTED ON SUPPORT POSTS AT VARIES)
°d
o °
in
1 -0209 z d
THE FACE OF THE EXISTING
STRUCTURE MAY BE REQUIRED #8 x 1/2" TEK SCREWS THROUGH PANEL
UNDER HEAVY LOADS. CONSULT HANGER (1- 0210), I -BEAM (1- 02178) o b Id
P.E.I. ENGINEERING OR A LOCAL FLANGE; CONNECTING ROOF PANELS; (2) &Ww - =,
DESIGN PROFESSIONAL FOR JOB SCREWS AT EACH SIDE OF I -BEAM WEB, — — — — — — —
SPECIFIC REQUIREMENTS. TYP. AT BOTH TOP AND BOTTOM OF ROOF,
" TOTAL (8) SCREWS PER I -BEAM (1- 02178) :. Y' o -_
SEE MOUNTING TO EXISTING ::'> _
STRUCTURES" NOTE ABOVE FOR '.;.'� '::L, :: ?;::':: o EXISTING
ADDITIONAL INFORMATION. W a W o
1: BEARING WALL °� cl
:.t LOOKOUTS �boW �o =_bra
THIS METHOD OF ATTACHMENT IS NOT AS REQUIRED
RECOMMENDED WITHOUT P.E.I. PER ENGINEERING
3 ", 4 -5/8" OR 6" ROOF ENGINEERING ANALYSIS ANALYSIS ® Q U)
PANEL (3" SHOWN) THIS MOUNTING METHOD MAY REQUIRE Q
1 -0210 LOOKOUTS ADDED OR ADDITIONAL REINFORCEMENT Q z
NOTE AND /OR FASTENERS AT EACH RAFTER LOCATION. ® W W
rJ TAB AND HANGER ASSEMBLY EXISTING STRUCTURE MUST BE EVALUATED FOR Z 0 Q
8 (WALL MOUNT) STRUCTURAL SUITABILITY BY LICENSED ENGINEER. Q (n Cn
6 TAB AND HANGER ASSEMBLY C Q
8 (FASCIA MOUNT) SHEET 8 0F 11