ad-2010-00276_0004-1.jpg 8 x 1 " TEK SCREWS 1 - 2051 3" ROOF TIE DOWN KIT (07187) SUNROOM DETAILS
# (04210) PLASTIC CAP ATTACHING SUNROOM WALL EXPANDER TO
® TOP, BOTTOM, 1 /3rd UP 1 EXISTING STRUCTURE'
(04211) WASHER — STEEL, ZINC PLATED WOOD FRAMED STRUCTURES do WOOD FRAMING WITH BRICK t1u
& 1 /3rd DOWN, BOTH SIDES TEMPERED GLASS (05856) 2- 1/2 "OD x 0.39 "ID x 1/8" FLAT WASHER VENEER USE 1/4 -INCH DIAMETER GALVANIZED LAGS do
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(00309) 1/4" x 5" BLAZER SD TEK SCREW W/ CLIMASEAL WASHERS PROVIDING A MINIMUM 1 -1/2 -INCH EMBEDMENT ��� \\v`G•••'�• b
4 - 5/8" ROOF TIE DOWN KIT (07188) INTO WOOD FRAMING OR WOOD BLOCKING INSTALLED AND ���`����?. °` • •
NAILED TO WOOD FRAMING AT ALL LOCATIONS NOTED : � •
(04210) PLASTIC CAP BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, i
(04211) WASHER - STEEL, ZINC PLATED F E, US 1- DIA ETER TA ENT IN '�• Q N
FASTENERS •
(05856) 2- 1 /2 "OD x 0.39 "ID x 1/8" FLAT WASHER U, Q
Ll MASONRY OR CONCRETE AT ALL LOCATIONS NOTED BELOW.
(00310) 1/4" x 7" BLAZER SO TEK SCREW W/ CLIMASEAL d� Ij •
BEARING WALLS
ROOF TIE DOWN KIT
6" ROOF TIE DOWN KIT (07189) LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) ATd
1 -206 1 -2016 3" IN FROM END OF ® (04210) PLASTIC CAP KNEEWALL OR RAILING HEIGHT, (2) AT TRANSOM, do ` /i -�S�
® FLOOR
HEADER SUPPORT--- (04211) WASHER - STEEL, ZINC PLATED (2) NEAR HEADER HEIGHT. INSTALL SINGLE FASTENERS 1 ° ' ° "r
1 -2056 Q�� ,o
1 -20098 (1- 2080A) ON (05856) 2- 1/2 "OD x 0.39 "ID x 1 /8" FLAT WASHER LOCATED AT 16 O.C. VERTICALLY AND STAGGERED ALONG °��iuuuulltlutttu�
1 -2049 NON- BEARING WALL (00311 1/4 x 8 " LAZER SD TEK SCREW W CLIMASEAL THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER
/ / LOCATIONS TYPICAL.
MASTER FRAME WIDTH MASTER FRAME WIDTH FOR FOR NONBEARING WALLS•
3", 4 -5/8 OR 6 ti - (4) #10 x 3/4 SELF DRILLING LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL
SEE WALL POST ;a OR RAILING HEIGHT, 2 rn o o a W
EXTERIOR SIDE ROOF PANEL sr , �,. , SCREWS, THROUGH HD 2 -1/2" () AT TRANSOM HEIGHT, ( ) AT o ��La
ANCHORAGE DETAIL #20 ; ..T�r,,�"� " H , k (2) NEAR TOP END OF EXPANDER. INSTALL SINGLE I „ z o 0
ON SHEET 1 1 L =' +•' •.�:• ?�ry - ANGLE BRACKET 1- 2083 ,.
# x 1 /2" TEK SCREWS u° "` �''`' �'<' * ) FASTENERS LOCATED AT 16" O.C. VERTICALLY AND p J Z w
y �. ?" ri s INTO H SUPPORT (1 - 2080A) STAGGERED ALONG THE EXPANDER HEIGHT BETWEEN o I o v� n in > a ix
THROUGH HEADER SUPPORT 1''r1 • "- a ?? `� ` L! ^`f
DOUBLE FASTENER LOCATIONS TYPICAL > z
6 ALL POST @ GANGING (,- 2079A) O R H SUPPORT o 0z
t PROVIDE (2) LAGS WITH WASHERS m cy F a c?
S PLAN VIEW (1 - 2080A INTO HD CORNER ^-. M
'4 =� `= 'z"'� -" >a THROUGH WALL EXPANDER (1 -0203) AT z o o''' o `"
<�,:. 4.
POST 1 -2078A (( SCREWS ' `�' LOCATIONS NOTED ABOVE, AND (1) LAG 3 W W �' Z ° w 0
( )� l ) rtr-- Q u w r Q n
FROM OUTSIDE FACE AND (2) WITH WASHER AT 16" O.C. STAGGERED �'
(2) #8 x 1/2" TEK SCREWS 4' O.C. MAX., FROM INSIDE FACE OF WALL _, Q ° AS NOTED
TYP. TOP & BOTTOM & EACH END ' I j ° � #8 x 1/2" TEK SCREWS THROUGH WALL ® 0. o to
3", 4 -5/8 OR 6" ROOF _:.•;:.'• °. , :'. EXPANDER (1 -0203) INTO o °
PANEL (3" SHOWN) o
" H SUPPORT (1- 2080A); EACH SIDE z u
# x 1/2" TEK SCREWS ® 18 O.0 ` >y u,' *' 1 -0238A 1 -0203 �„ w Z o -
x
�' ' H SUPPORT (1- 2080A) FACTORY oc 3 = o
AND T EACH END, & ® GANGINGS ��: ;,..
NOTCHED AS SHOWN TO FIT �o w =g
# x 1/2" TEK SCREWS; 1 -2035 IN WALL EXPANDER (1 -0203) OZ o
IN AND OUT ® 18" O.C. �w
AND ® EACH END OF MAX. 6" 9 0 A 8 -2003; WHEN SPECIFIED BY Na
-i PANEL CAP (1-2035) 1 -0214A a P.E.I. ENGINEERING w
Q OVERHANG r.o 1 -2080A GANGING POST (1 -2082)
3" FOAM WING WALL °� n NESTED IN WALL EXPANDER
a 1 -2083 (1 -0203) SUPPORTS H SUPPORT F
z (2) #8 x 1/2" TEK SCREWS 1 -2079 (1- 2080A) OR HEADER SUPPORT G +�
ON EACH SIDE AT EACH
GANGING LOCATION, AND (1) - 1 -2078A (1- 2079A) o�aom�
Ld
W o y
:'..:.'
SCREW ON EACH SIDE AT 18" >:<�- ::-=:•.:' X 1 -205 Q H SUPPORT CONNECTION AT
O.C. ALONG H (1- 2080A); "::':'.:• w
CH
5 CORNER POST & WALL EXPANDER
LOCATE (1) SCREW ON EA �o
SIDE OF H FOR WALL EXPANDER (2) #8 x 1/2" TEK SCREWS THROUGH FLOOR �� o
W V -
(1 -0203) CONNECTION TO EXPANDER (1 -2056) INTO HD CORNER POST �_�=W�m3
EXISTING BUILDING (1- 2078A) FROM OUTSIDE AND INSIDE FACE so
8 -2003; 6' FOR WALLS UP TO 1 1 -2080A OF WALL. TYP. AT SIDE OF POST w o o N o a
2'_„
= PROJECTION; FULL LENGTH FOR #10 x 2" TEK 1 -2081 3/8" DIAM. x 3 1/2 LONG GALVANIZED LAG g a S W
LO WAL OVER 12' PROJECTION SCREWS AT 18" ° ° PER BRACKET FOR WOOD DECK & 3/8" DIAM. W o W
_ (CONTACT P.E.I. ENGINEERING FOR O.C. AND AT ° p x 3" LONG WEDGE -BOLT PER BRACKET
w SPECIAL LENGTH REQUIREMENTS EACH END OF (1 -2083) FOR CONCRETE FOUNDATION.
a MASTE FRAME (6) #10 x 3/4" SELF DRILLING TOTAL (2) ANCHORS REQUIRED Q (n
(2) # x 1/2" TEK HEADS (1- 20088) J — J
SCREWS THROUGH EACH SIDE SCREWS THROUGH HD 2 -1/2" a
ANGLE BRACKET (1 -2083) INTO 1 -2083 Q
o OF H (1- 2080A) INTO 1 -2017
o CORNER POST (1- 2078A) Q GANGING POST (1 -2082) z O z
0 0
1 -20088 ® w w
z OR WALL POST (1 -2049) Q _4
AT EACH GANGING LOCATION. m (4) #10 x 3/4" SELF DRILLING SCREWS z ® D
J
0 1 -2064 THROUGH EACH HD 2 -1/2" ANGLE BRACKET Q Cn
SECS FOAM WING OVER NON- BEARING WALL (1 -2083) INTO CORNER POST (1- 2078A) U uj Q
5 ER SLIDING GLASS DOOR B -DE DE �� WOOD & CONCRETE FOUNDATION ANCHORAGE Q
5 @ CORNER POST & FLOOR EXPANDERS
SHEET 5 0F II