AD-2010-00276-1.tif I_
SUNROOM ELEVATIONS
EXISTING STRUCTURE / • %. /. 1!r �- Uti�auuutat>r
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AAS SUNROOM ENCLOSURE _ _ `��- r, - � �
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N a �:_'• ii` v.z j l�•: t\ i;. : , i r ' i : } . ':i r s r' r 1/4-20 TEK SCREWS �♦
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", 1 ^ ` i ` t+ �•�r'•. +> /. �.+",/ r ^•'., t 1.., f Lu
1 SIZED FOR 3" 4-% 6 •
U' U• �t r ii }" L�:i ,Q o
GANGING z z s ROOF PANELS
z o `' ` _ ti '; ii ;� 7 -• i\ i. �" .. , ' -=�f — '' ' ��.' �- ac tp S�ja .•
2 _ POST D O `..i i i� - AS REQUIRED ��i ��/ •a.•rf•
WALL POST \ 1 1 < r a� • 0
cn NOTE: DOOR & WINDOW DIRECTION 9
23 > 2 �- �
2 z I AND LOCATION ILLUSTRATIVE ONLY. 11 z . - r' r s
Ix o (ALL UNITS MAY VARY) o '• '~� ~��`` �� 10 1 0 a 6 z ° }o
0 0 o U EXISTING STRUCTURES /" � � p W S W
Zn 0 eSLIDING a ' cn MAY REQUIRE MODIFICATION A //
0 0 WALL POST a a � > o z ° � �. ! -
z z z z FOR ATTACHMENT OF 'n o
v) --�° ° SUNROOM ENCLOSURES / m ° w i5 o 2
N fn - -� V) to ..`. `+, .. "...,, 1 .., `\ "`r.. z o CO
O to
SLIDING WINDOW SLIDING WINDOW DO OR °� =�, `��` / a w F en 0 u.
SLIDING SCREEN SLIDING SCREEN SLIDING SCREEN . � / ° ° N N
VARIES 0 1 A 17B ®a °a to
2 -PANEL GLASS KNEEWALL (AS SHOWN) 9 9 v rr U "F
IS MAX 8' -0" WIDE FOR SINGLE PANE z
GLASS do 7' -6" WIDE FOR INSULATED GLASS. W z
B FOAM KNEEWALLS ARE w
1 - PANEL KN EEW A LLS
PAN ARE MAX 5' -0" WIDE MAX 8' -0" WIDE FOR � a
FOR SINGLE PANE a< INSULATED GLASS ® 0 _
2 ALL AAS ENCLOSURES .�N p U Q
PLAN VIEW OF SINGLE SLOPE ROOF ENCLOSURE ISO VIEW OF GABLE ROOF ENCLOSURE �z o Wo
dW
P O U
NOTE: N
BUILDING CODE REQUIREMENTS FOR WIND AND /OR SNOW LOADING CAN REDUCE z
12 MAXIMUM DIMENSIONS OF DOOR & WINDOW UNITS & OVERALL ENCLOSURE
z::11/2 MIN. ROOF PITCH DIMENSIONS. CONSULT P.E.I. ENGINEERING FOR LIMITATIONS. 2 w
TEMPERED GLASS / G R
3 ", 4 -5 8 OR 6" ROOF W
WING PANEL PANEL (3" SHOWN)
- 'GLASS TRANSOM - 3% 4 -5 8" OR 6" ALUMINUM - ' BOTTOM OF PANEL—
3" ALUM. CLAD FOAM TEMPERED GLASS 1/4 -20 TEK / " 3" ALUM. CLAD FOAM
MOUNTING <WF` v
I -BEAM O APPROX. 3' -0 O.C. HANGER AT W �=
$,' ",
WING PANEL DOOR UNITS SCREWS SIZED FOR - SLIDING WINDOW WING PANEL `• > _ g ,n .� � � m
3 ", 4 -%" & 6." SLIDING DOOR GLASS WING PANEL ° = _'� °"
/ — °EXISTING z o W m
ROOF PANELS :GLASS ROOF PANEL - 3 W y o <� „ W
AS REQUIRED (SEE -v TEMPERED GLASS y Z I En
3 ", 4-5/8" OR DETAIL 7A/5) DOOR UNITS d W m m %g o
6" ROOF PANEL TRANSOM ^ . :_ :��: z s o
i' iq':i '.ht : ••:
(3" SHOWN) - -•- MIN. HEIGHT 8" ?.., W • a i z
- ALUMINUM • MAX. HEIGHT 24"
;d ;
E/
= i`.: ,t = I" BEAM MAX. WIDTH 96" E
iV J` 4 W pOO WCz
� "
SO ~ �� U
/S / z -- SLIDIN I/ y S F V W W
o MAX. - WIND HANG MAX.
T " DOOR MIN. - POINT
L jZ/ HEIGHT - DOOR HEIGHT HEIGHT
N DOOR T
HEIGHT ' 1
/� T -0 =MAX. KNEEWALI <: `'i.: -6 ._ 6 " 7' -0" N
G: - HEIGHT :. :'.';, i �. WALL -
GRADE _( FOAM OR GLASS) 3 ;,�� `,;'< r POST GRADE / G.
x
_j IL
22 i�
DOOR -� 20 — GLASS KNEEWALL (MAX. 5'
/ ( WIDTH FOAM KNEEWALL C1 EC2 EC3 WIDE FOR SINGLE PANELS, 23 Q z
L - - - - 1 - - - 8 -0" - - J (MAX. 8' WIDE) 3 3 4 BEYOND 5' TO MAX. 8' REQUIRES 1 J
L---------------- - - - --� TWO UNIT GLASS KNEEWALLS) L- - - - - --
- - - - - 0 LL.'
SEE 0 FSISPANACHARTS� SEE ROOF SPAN CHARTS
OIMENSION VARIES DIMENSION VARIES Z
A A - WALL ELEVATION B B -- WALL ELEVATION Q v�
2 2 SUNROOM ENCLOSURE 2 C WALL ELEVATION � Q
AAS SUNROOM ENCLOSURE AAS SUNK AAS SUNROOM ENCLOSURE Q
SHEET 20F 11
i
SUNROOM DETAILS
3 ", 4 -5/8" OR 6" ROOF PANEL
1/4 -20 TEK SCREWS 36 ", 18" 1/4 -20 TEK SCREWS 0 36 ", (3" SHOWN)
OR 12" O.C. AS SPECIFIED BY P.E.I. 18" OR 12" O.C. AS SPECIFIED
ENGINEERING: (SEE DETAIL 7A/5) BY P.E.I. ENGINEERING:
(2) - #8 x 1/2" TEK (00309 FOR 3" AFA ROOF;
�. 1 �� .•.
SCREWS 0 EACH
(2) - #8 x 1/2" TEK SCREWS 00310 FOR 4 -5/8" AFA ROOF;
I -BEAM ( 02178 THROUGH ONE SIDE OF EACH I -BEAM c °
00311 FOR 6" AFA ROOF) �'' c Ue ¢ � °
r (1- 02178) INTO HEADER ARM (1- 0214A) 1 -0214A ^ Je w� oy
LOCATION TOP
& BOTTOM `' :.• e o
1 -0238A s 1 -2087A >,, ��,���aa ®c°um
�. ;::
`, �: "' 12" OVERHANG (2) #8 x 1/2" TEK SCREWS '® d
... . .. MAX. z' iii
" THROUGH EACH SIDE OF HEADER
"`_ "�' # x 1 /2" TEK SCREWS (2) AT EACH
I -BEAM, (1) AT EACH END OF HEADER ( )
8 -0089 WHEN SPECIFIED SUPPORT 1 -2079A INTO WALL Lj
SUPPORT (1- 2079A) BY P.E.I. ENGINEERING POST (1 -2049) AT EACH GANGING
12" OVERHANG LOCATION, (1) SCREW 0 18" O.C. = o ° 1 } a
1 -0238A MAX. 8 x 1/2 T SCREWS, 8 -2111 AT GANGING LOCATIONS LONG HEADER INTO I -LITE FEMALE n o W °
e) AT EACH I -BEAM (1- 02178) LOCATION, " a c� i , �` a o
8 - 0089; WHEN SPECIFIED #10 x 1 - 1/4 TEK SCREWS 0 MAX. (1 2087A), AND {2) SCREWS INTO o t
(1) AT EACH END OF HEADER SUPPORT (1- 2079A) 24" O.C. THROUGH HEADER SUPPORT CORNER POST (1- 2078A) AT EACH '' > ° z ^ a � o a
BY P.E.I. ENGINEERING
(1- 2079A) TO STEEL TUBE (8- 0089), END OF HEADER; TYP. AT EACH m ° a o
8 -2111 AT GANGING LOCATIONS AND (2) SCREWS THROUGH BEARING FACE OF WALL tn z w o
1 -20088 PLATE (8 -2111) AT GANGING LOCATION TEMPERED GLASS a a U W
° fn
(2) #8 x 1/2 TEK #10 x 1-1/4" TEK SCREWS 0 MAX. 24" O.C. 2 -2006 1 -2086 ° " ' a ``
SCREWS THROUGH EACH 2 -2005 z
F HEADER THROUGH HEADER SUPPORT (1- 2079A) TO STEEL 1 -2064 ®a °a t
SIDE O TUBE (8- 0089), AND (2) SCREWS THROUGH 2-2006 ° °
SUPPORT F HEADER O
TEMPERED GLASS ter
INTO WALL POST
ir BEARING PLATE (8-2111) AT GANGING LOCATION 2 -2005 C3 o -r
(1 -2049) AT (1) #10 x 2" TEK ANCHORING NOTES: z °
EACH GANGING 1 -2017 = Z
w SCREW AT EACH 1 -20088 0 .OR o � °
LOCATION. _ - AT UNIT GANGINGS ON WOOD DECK: cn
END OF MASTER (2)- 3/8" DIAM. x 3 -1 /2" LONG GALVANIZED _� = z
W
:2 FRAME HEAD LAGS W/ WASHERS 3 V o w w
a (1- 2008B) AND AT
18" O.C. ALONG - FLOOR EXPANDER TO WOOD DECK: ° N ° a
m HEADER LELAND INDUSTRIES GP FASTENERS; #10 x 2 -INCH 3 z
w
F LONG SCREWS WITH DT -1700 COATING; STAGGER
SCREWS 0 18" O.C. ALONG FLOOR EXPANDERS, TYP. ? o F
1 -2064 J
BUILDING CODE REQUIREMENTS FOR 1 -2007B o N
WIND AND /OR SNOW LOADING CAN��
1 -2007B REDUCE MAXIMUM DIMENSIONS OF _� y
DOOR & WINDOW UNITS, AND OVERALL
ENCLOSURE DIMENSIONS. CONSULT N� " �} a �
#8 x 1/2" TEK SCREWS P.E.I. ENGINEERING FOR LIMITATIONS. _° WWWev'
0 18" O.C.; (2) 0 0. F,
UNIT GANGING & (2) 0 1 -2086 W�ZW w ==0s3
SEE GENERAL NOTES ON SHEET 1 i=� = Zo=
CORNER POST (1- 2078A) FOR REQUIREMENTS FOR PRESSURE E- =
= Vl
TREATED LUMBER AND FASTENERS. TEMPERED GLASS _ W 5cZ
�� ooY'.,oz
1 -2080A
W N w o Pii A S H �4'i+'9 �' p i
W ..r V'.. �. • J rW0 W W K
= 3" NOMINAL THICKNESS FOAM KNEEWALL 1 -2087A a
3 1 -2056 1 -205 SEE ANCHORING NOTES w
18
? 8 x 1 2 TEK SCREWS 0 z Q
w w:r�; # x 1/2" TEK SCREWS # / " " Y Q ._l
Y ".` 0 18" O.C. AND (2) 0 EACH O.C. AND (2) ®EACH GANGING; —
:::.:r':= GANGING; TYP. AT EACH FACE OF WALL LIP OF FLOOR EXPANDER (1 -2056) TYP. AT EACH WALL FA CE
ALUM. FLASHING Q
+ °t: > :.... Q z
(EXTEND 1/2" BEYOND �•—
LIP OF FLOOR EXPANDER 3/4" PLYWOOD OR OSB SUBFLOOR DECK FOR WOOD DECKS) 3/4" PLYWOOD OR OSB SUBFLOOR LLJ L j
DECK WOOD DEC S) FLOOR JOISTS Q
ALUM. FLASHING FLOOR JOISTS
(1 -2056) JOIST HANGER DBL. HEADER- JOIST HANGER W LLJ
DBL. HEADER SEE ANCHORING NOTES
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 3 oF II
SUNROOM DETAILS
1/4 -20 TEK SCREWS CAA (2) - #8 x 1/2" TEK SCREWS (2) - #8 x 1/2" TEK SCREWS
36 ", 18" OR 12" O.C. THROUGH ONE SIDE OF EACH MAX, ```` amm "��m�
I -BEAM 1 -02178 INTO 4 O.C. MAX TOP & BOTTOM `` ep EER•••
AS SPECIFIED BY ( ) & ® EACH END �.� \�,• ••..
P.E.I. ENGINEERING: HEADER ARM (1- 0214A) ' \,.• •
K.• 3 ", 4 -5/8" OR 6" ROOF PANEL
(SEE DETAIL 7A/5) `i" ' " (3" SHOWN) °�� z <t `
#8 x 1/2" TEK SCREWS, (2) AT EACH v:
I -BEAM, (1) AT EACH END OF HEADER .
(2) - #8 x 1/2 TEK SCREWS SUPPORT (1- 2079A)
® EACH I - BEAM (1 02178)
# x 1/2" TEK SCREWS
STAGGERED ® 16 O.C. ...r ` _ ' �� 1 -0238A S °°
,� " Y; R. �" 'n,v - °: sY.. cn ° •
LOCATION; TOP & BOTTOM ��' #8 x 1/2 TEK SCREWS,
(2) AT EACH I -BEAM (1- 02178) LOCATION, ,' a -fi° . Y ''�'A ` ^ ` F ' , �'�O *
1 -0238A 12 OVERHANG (1) AT EACH END OF HEADER SUPPORT (1 -2079A)
MAX 1 -0214A #8 x 1/2" TEK SCREWS;
OPTIONAL HEAVY DUTY HEADER 8 -2111 AT GANGING LOCATION ONLY IN AND OUT 0 18" O.C.
6" OVERHANG
SUPPORT (1- 2089A) WHEN SPECIFIED AND 0 EACH END OF --� M o _<a6►-
(2) #8 x 1 /2 TEK SCREWS THROUGH MAX. o >. <
BY P.E.I. ENGINEERING I „ z o
EACH SIDE OF HD HEADER SUPPORT PANEL CAP (1 -2035) ° a ZW
8 -0090; AS SPECIFIED (1- 2089A) INTO WALL POST ( -2049 1 -2035 z o, o W> °
BY P.E.I. ENGINEERING AT EACH GANGING LOCATION, (1) 1 -0121 ' ° z a cq o z
SCREW 0 18" O.C. ALONG HEADER o w 1 -2073 r ° IV
#10 x 1-1/4" TEK SCREWS ®MAX. 24" O.C. INTO I -LITE FEMALE (1- 2087A), AND z = # x 1/2" TEK SCREW z w o 0 0 °-- N
THROUGH HEADER SUPPORT 1 -2079A TO STEEL Q w 0 16" O.C., TYP. a :1 T_ a u, a oa o
�
TUBE (8- 0090), AND (2) SCREWS THROUGH (2) SCREWS INTO CORNER POST �a = o o
(1- 2078A) AT EACH END OF HEADER; TEMPERED GLASS �?
BEARING PLATE (8-2111) AT GANGING LOCATION TYP. AT EACH FACE OF WALL w = = z
1 -2017 1 -2087A o a ° tO
_ #8 x 1 /2" TEK SCREW ® cx
0 16" O.C., TYP. 3 z c
ANCHORING NOTES: TEMPERED GLASS a °z o
cc 1 -2086 ATTACH H SUPPORT (1- 2080A) 3 `'' �� 3 :5 °
AT UNIT GANGINGS ON CONCRETE FOUNDATION: 4-
(2) 3/8" DIAM. x 3" WEDGE -BOLTS 1 -20088 1 -0121 H #8 x 1 /2" TEK SCREWS N �o w ='5
~ 1 -2073 EACH SIDE OF WALL <n ®v z o
FLOOR EXPANDER TO CONCRETE FOUNDATION: 1 -2064 Q EXPANDER (1 -0203) AT HOUSE :5 �w ''' °w
1/4" x 1-1/4" LONG ZAMAC NAILIN = (2) #8 x 1/2" TEK AND WITH HD 2 1/2" ANGLE
CLI
ANCHORS STAGGERED 0 18" O.C. ALONG FLOOR SCREWS ON EACH SIDE AT BRACKET (1 -2083) AT A -B z
EXPANDER o EACH GANGING LOCATION, OR B -C CORNER POST
o AND (1) SCREW ON EACH (1- 2078A) & (4) #8 x 1 " Z
TEMPERED GLASS ca SIDE AT 18" O.C. ALONG H TEK SCREWS; SEE - DETAIL
Z (1- 2080A); LOCATE (1) (7A;8/5) ON SHEET 5 OF 11 � �UA <
2
1 -20078 SCREW ON EACH SIDE OF H o o m
FOR WALL EXPANDER G° `^ B (2) #8 x 1/2" TEK
d�ZO y��=
1 -2056; FLUSH WITH EDGE (1 -0203) CONNECTION TO SCREWS THROUGH EACH SIDE = o =" =a�
OF CONCRETE FOUNDATION #8 „ 1/2 TEK SCREWS EXISTING BUILDING OF H (1- 2080A) INTO 2 �� S. ��
9 O.C.; AT DOOR SILLS, TYP. GANGING POST 1 -2082 z t=- A
AND MIN. (2) IN AND OUT 1 -2080A ( )
0 EACH GANGING OR WALL POST (1 -2049)
8 -2003; 6' FOR WALLS AT EACH GANGING LOCATION. a Z z 8
ff
SLOPE GRADE AWAY $ a UP TO 12' PROJECTION;�o� a��o
1 -20088
FROM FOUNDATION ° v MIN. NOMINAL FULL LENGTH FOR WALLS 1 -2064 0 0
4" CONCRETE OVER 12' PROJECTION o -u �SN =W
_ d
MIN. 4" " o ° 0 0 = u
I I (I : v SLAB {CONTACT P.E.I. ENGINEERING #i 0 x 2 TEK SCREWS AT
a 4 a v FOR SPECIAL LENGTH 18" O.C. ANO AT EACH END z
REQUIREMENTS) OF MASTER FRAME HEADS J
a (1- 20088) J o
MIN. TEMPERED GLASS a
(2) 3/8" DIAM. x 3" WEDGE -BOLT; I 4 a : 4" (— Q
TYP. AT EACH GANGING AND 4 NEW OR MODIFIED EXISTING CONCRETE SE SLAB, GLASS WING OVER Q Z
AT CORNER POSTS + . SLAB, TO BE MIN. 4 THICK 0 W u
4 SLIDING GLASS DOOR z o 0
MIN. 12" CONTINUOUS I MIN. 3000 PSI CONCRETE Q Cn
CONCRETE PERIMETER Q
W
TRENCH FOOTING I--- )�
SECS REINFORCED HEAVY -DUTY HEADER OVER TRANSOM OVER Q
4 SLIDING GLASS DOOR ON CONCRETE FOUNDATION SHEET 4OF 11
1-2051 3" ROOF TIE DOWN KIT (07187 SUNROOM DETAILS
TOP, BOTTOM, 1/3rd UP
# x 1 " TEK SCREWS (04210) PLASTIC CAP ATTACHING SUNROOM WALL EXPANDER TO
0 1 -2062 EXISTING STRUCTURE:
/ (04211) WASHER - STEEL, ZINC PLATED WOOD FRAMED STRUCTURES & WOOD FRAMING WITH BRICK �ttllU
& 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 &
d�0�
(00309) 1/4" x 5" BLAZER SO TEK SCREW W/ CLIMASEAL WASHERS PROVIDING A MINIMUM 1 -1/2 -INCH EMBEDMENT 0�1�����GEa....�'
INTO WOOD FRAMING OR WOOD BLOCKING INSTALLED AND \ � �.•' b
4 - 5/8" ROOF TIE DOWN KIT (07188) NAILED TO WOOD FRAMING AT ALL LOCATIONS NOTED o 4 4� ° r r
(04210) PLASTIC CAP BELOW FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, d
(04211) WASHER - STEEL ZINC PLATED OR CONCRETE, USE 1/4 -INCH DIAMETER TAPCON LE Q N
(05856) 2 - 1/2 "OD x 0.39 ID x 1/8" FLAT WASHER FASTENERS PROVIDING 1 - 3/4 - INCH EMBEDMENT INTO U' Qr
(00310) 1/4" x 7" BLAZER SD TEK SCREW W/ CLIMASEAL MASONRY OR CONCRETE AT ALL LOCATIONS NOTED BELOW. Be 91
6
" ROOF TIE DOWN I
8 ARIN WALLS
S ,
ROOF TIE DOWN KIT KT 07189
O
» ( ) LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) AT °� <, ,
L: 3 IN FROM END OF -fir ) KNEEWALL OR RAILING HEIGHT, (2) AT TRANSOM, &
1 -206 1 -2016 (04210 PLASTIC CAP ; / • •
1-2056 0 FLOOR HEADER SUPPORT (04211) WASHER — STEEL, ZINC PLATED (2) NEAR HEADER HEIGHT. INSTALL SINGLE FASTENERS °�i� ... `� c
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
THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER f ��� /1A 11110tillll��
1 -2049 NON- BEARING WALL (00311) 1/4" x 8" LA ZER SD TEK SCREW W/ CLIMASEAL LOCATIONS TYPICAL.
MASTER FRAME WIDTH MASTER FRAME WIDTH— '> FOR NONBEARING WAL 1
3 ", 4 -5/8" OR 6" ''' (4) #10 x 3/4 SELF DRILLING LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL Ir 0:
SEE WALL POST ROOF PANEL `spa SCREWS THROUGH HD 2 -1 2" OR RAILING HEIGHT, (2) AT TRANSOM HEIGHT z AT rn o QOa4+
EXTERIOR SIDE B; i�• >.. O o \ F
ANCHORAGE DETAIL #20 H, do (2) NEAR TOP END OF EXPANDER. INSTALL SINGLE r
��?, J rr• ANGLE BRACKET 1 2083 M = ° °
ON SHEET 11 #8 x 1/2" TEK SCREWS ( ) FASTENERS LOCATED AT 16" O.C. VERTICALLY AND ^_ o w w
-
«�uaY. "'" '``'
o
INTO H SUPPORT (1- 2080A) STAGGERED ALONG THE EXPANDER HEIGHT BETWEEN o 1 vl
w
s WALL POST @ GANGING THROUGH HEADER SUPPORT a '�'ti+'� °�� ?�' a�+�hr z W >
�dk r „�« ; a�a },{}", . <•r' DOUBLE FASTENER LOCATIONS TYPICAL _
(1- 2079A ',' r``,, ;, 'In rt a7; r,� :; >
) OR H SUPPORT z
'��'� `' u M~ PROVIDE (2) LAGS WITH WASHERS ; d ° Q o c ,
1 -2080A INTO HD CORNER m ° —
5 PLAN VIEW ( ) :t^ . THROUGH WALL EXPANDER (1 -0203) AT z W o 0 0 -
POST (1- 2078A), (2) SCREWS:4% �? LOCATIONS NOTED ABOVE, AND (1) LAG Q W F vl a 0
FROM OUTSIDE FACE AND (2) ` WITH WASHER AT 16" O.C. STAGGERED ° ° u' ' '� a 4
" FROM INSIDE FACE OF WALL
(2) #8 x 1 /2 TEK SCREWS 4 O.C. MAX., `, AS NOTED
TYP. TOP & BOTTOM & 0 EACH END #8 x 1/2" TEK SCREWS THROUGH WALL
3 ", 4 -5/8" OR 6" ROOF ® o
(3 SHOWN) ' ° EXPANDER (1 -0203) INTO a o
!:; :,, ::,,•:.: , i
PANEL - `::• '.. °';.;
N .•• •; '.f.. �..,..� , 1 ; H SUPPORT ]c3 o
1 -0
,..,, a : " � , , j T (1- 2080A); EACH SIDE #8 x 1 2" TEK SCREWS 0 18" O.0 ,;:,, �,; I .., 1 - 0203 W zz o ;,
- 238A i z
ANO AT EACH END, & 0 GANGINGS " �,;' ; : o H SUPPORT (1- 2080A) FACTORY ®o o
NOTCHED AS SHOWN TO FIT W a
INSIDE WALL EXPANDER (1 -0203) ' y o
# x 1/2" TEK SCREWS; :. • 1 -2035 Z o 4i z
IN AND OUT 0 18" O.C. ': «�
AND 0 EACH END OF MAX. 6" ' a rA 4 8 -2003; WHEN SPECIFIED BY �`l' a 0 v
_ --� I 1 -0214A a P.E.I. ENGINEERING n a
w PANEL CAP (1- 2035) '.';:::' OVERHANG w
:.,• `-:- 1 -2083 aA 1 -2080A
z GANGING POST 1 -2082 6
a 3 FOAM WING WALL �'_: `'::. a:Y a: a -' ( )
NESTED IN WALL EXPANDER
"
a
(2) #8 x 1/2" TEK SCREWS (1 -0203) SUPPORTS H SUPPORT
z _ 1 -2079A `� (1,- 2080A) OR HEADER SUPPORT r +,
ON EACH SIDE AT EACH ~. 1 -2078A (1- 2079A) _�°
3 GANGING LOCATION, AND (1)
T
SCREW ON EACH SIDE AT 18" 1 -205 Q• B H SUPPORT CONNECTION AT H _
W
O.C. ALONG H (1- 208oA); >° w 5 CORNER POST & WALL EXPANDER FW
LOCATE (1) SCREW ON EACH
SIDE OF H FOR WALL EXPANDER (2) #8 x 1/2" TEK SCREWS THROUGH FLOOR ° a � W MR.
(1 -0203) CONNECTION TO EXPANDER (1 -2056) INTO HD CORNER POST
W O N
N N S D
EXISTING BUILDING
- 2078A FROM OUTSIDE �==d����o=
(1) TSIDE AND INSIDE FACE ° Z5= o�d =�=
1 -2080A OF WALL. TYP. AT SIDE OF POST =N Wy__�_�
8 -2003; 6' FOR WALLS UP TO 12' n fir lfl o � lA
PROJECTION; FUL ER 12 L LENGTH FOR #10 x 2" TEK " 1 -2081 3/8" DIAM. x 3 1 /2" LONG GALVANIZED LAG H s W s o
WALLS OV PROJECTION SCREWS AT 18 0 ° PER BRACKET FOR WOOD DECK & 3/8" DIAM. 4 W o ,3 F o =,X., W
z (CONTACT P.E.I. ENGINEERING FOR O.C. AND AT °O x 3" LONG WEDGE -BOLT PER BRACKET
w SPECIAL LENGTH REQUIREMENTS EACH END OF (1 -2083) FOR CONCRETE FOUNDATION.
a SELF DRILLIN TOTAL (2) ANCHORS REQUIRED
HEADER FRAME (6) #10 3/4 x G -1 J U
(2) #8 x 1/2" TEK (1- 20088) SCREWS THROUGH HD 2-1/2" _j Q
SCREWS THROUGH EACH SIDE ANGLE BRACKET (1 -2083) INTO 3 ° 1 -2083 — J
0 o OF H (1- 2080A) INTO 1 -2017 CORNER POST (1- 2078A) c� ~ Q
0 GANGING POST (1 -2082) z O Q Z
ix 0 0 0 W
0 OR WALL POST (1 -2049) 1 -20088 a W
z AT EACH GANGING LOCATION. w
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0 1 -2064 THROUGH EACH HD 2 -1/2" ANGLE BRACKET Cn
SECS FOAM WING OVER 7C NON- BEARING WALL (1 -2083) INTO CORNER POST (1- 2078A) W Q
DETAIL AT WOOD & CONCRETE FOUNDATION ANCHORAGE Q
5 SLIDING GLASS DOOR 8 -C CORNER 5 @ CORNER POST & FLOOR EXPANDERS
SHEET 50F I'
i
_ 1
TEMPERED GLASS SUNROOM DETAILS
# x 1/2" TEK SCREWS; 1 -2062 �.e��"EA
1 -2074 80TH SIDES AT PANEL CAP {1 -2035) 1 -20098 \�' °e
AND H SUPPORT (1- 2080A) �.�'3
# x 1" TEK SCREWS 0 TOP, w�
TEMPERED GLASS / /
-� BOTTOM, 1 3rd UP, & 1 3rd DOWN r `@
; .,: : ; : 3" NOMINAL ,� -- '
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THICKNESS FOAM (2) #8 x 1/2" TEK SCREWS THROUGH FLOOR
WING PANEL N a EXPANDER (1 -2056) INTO HD CORNER POST
z (1- 2078A) FROM OUTSIDE AND INSIDE FACE
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OF WALL. TY EACH SIDE OF POST `''�r:. 5
CONTINUOUS O z P. AT y'
" EXTERIOR SIDE 1- 2080A; m 1 -2044 ANCHORS 0 INTERMEDIATE LOCATIONS
#8 x 1/2 TEK SCREWS CONTINUOUS x z LELAND INDUSTRIES GP FASTENERS; #10
0 TOP, BOTTOM & 16 O.C. o LELAND GP x 2 -INCH LONG SCREWS WITH DT -1700
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12 PLAN VIEW OF GLASS CJ( ALONG FLOOR EXPANDERS (1- 2056), TYP. M n a o a L+
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6 FOAM WING PANEL ' -2078 , o ` ' `' 3" NOMINAL THICKNESS o :3 z w
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1 - 2081A
EDGE OF '` ` #8 X 1/2 TEK SCREWS ; d _'o o
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EXPANDER
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.t T 1 - 0501 WHEN SPECIFIED 4 -3/4" -2083)
B L- ___ - -_ -_ •� / #10 x 2 -1/2" TEK SCREWS #10 x 2" TEK SCREWS � EXTERIOR SIDE �` tn
a z N I 3" FROM TOP & BOTTOM 3" FROM TOP & BOTTOM ow 1 (n 3 o & MAX. 19 -1 /2" SPACING & MAX. 19 -1 /2"
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SPECIFIED BY P.E 01 ENGI I 6 O N DECK FOUNDATION O= a = °
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f� GORNER POST 1 -2078A CONNECTION TO EXISTING HOUSE MUST PROVIDE
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( ) REQUIRED LOAD CAPACITY, OR A CARRIER BEAM MAY BE
_ TO FLOOR EXPANDER (1 -2056) REQUIRED AT THE HOUSE WALL. A MINIMUM OF H
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" (1 -2056) AS SHOWN ON �� FOOTING OF ADEQUATE WIDTH AND DEPTH TO PROPERLY ��� �Wo�3
8 x 1 TEK TREATED LUMBER AND FASTENERS.
a ( ) # CONCRETE FOUNDATION, TYP a° }��,,,
3 w SCREW, 0 TOP & �. FROST HEAVE. ° r-' W = a
o: m N BOTTOM; 1 /3rd UP (2) #8x1" TEK SCREWS; `� W =�In y8�y3
O ca & 1 /3rd DOWN BOTH SIDES �� LOCATIONS OF CLIPS WILL VARY FOR WOOD AND y6t3d K 8
2 z 8 -0026; WHEN SPECIFIED CONCRETE CONNECTIONS. =_d_ _�"°
W F # x 1 /2" TEK BY P.E.I. ENGINEERING i ,
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1- 2062, 1 2061 fr/ .- W O W o =_ ai w d
�/ WOOD FRAMED STRUCTURES &WOOD FRAMING WITH BRICK VENEER
In/ USE 1/4 -INCH DIAMETER GALVANIZED LAGS & WASHERS PROVIDING A
I MINIMUM 1 -1/2 -INCH EMBEDMENT INTO WOOD FRAMING OR WOOD
4 -3/4 „ 1 -2082 BLOCKING INSTALLED AND NAILED TO WOOD FRAMING AT ALL LOCATIONS J
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i / / TEK SCREWS 1 -3/4 -INCH EMBEDMENT INTO MASONRY OR CONCRETE AT ALL LOCATIONS
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0 TOP & BOTTOM; NOTED BELOW.
1 /3rd UP & 1 /3rd BEARING WALLS: Q z
1 - 2081 A 1 - 2078 �-/ LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) AT KNEEWALL OR RAILING
1 - 206 1 - 2009B 1 - 201 1 - 206 1 - 206 �n� DOWN HEIGHT, (2) AT TRANSOM, & (2) NEAR HEADER HEIGHT. INSTALL SINGLE �7 W W
1 - 2082 1 - 2016 FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG
THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL.
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LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL OR RAILING HEIGHT, W
8 x 1 2" TEK SCREWS 1 (2) AT TRANSOM HEIGHT, (2) AT H, & (2) NEAR TOP END OF EXPANDER. U) Q
SECS PLAN VIEW OF BC C C 0 R N E R EXTERIOR SIDE # / ( ) INSTALL SINGLE FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED Q
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6
ON CONCRETE F O U N D AT I0 N & 1 /3rd DOWN, BOTH SIDES
SHEET 60F �,
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EXTERIOR SIDE
SUNROOM DETAILS
#8 x 1/2" TEK SCREWS ® ° °1 �n�unslrrriw� siq �
I —BEAM STIFFENER STRAP (8- 0051), 4 REQ'D END OF HANGER (1 -0210)
PER GLASS ROOF PANEL; EACH AT FARTHEST AND FASCIA (1- 0238A)
(4) #8 x 1" TEK SCREWS EDGE FROM SUPPORT; TOP AND BOTTOM INCLUDE AT 1/3 POINTS ROOF PANEL AVAILABLE IN F ° ��o •
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END OF HANGER (1- 0210) ;' :` , M;. \. ,• w :.•� 1- 0217B; AVAILABLE °j ��ig Ur d
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SEC11 FOAM PANEL ROOF 1 -0214A to w Q
LONGITUDINAL SECTION Q
1 -2079A
SHEET 70F I'
I
I
ATTACHING SUNROOM WALL EXPANDER TO SUNROOM F DETAILS
EXISTING STRUCTUR
WOOD FRAMED STRUCTURES WOOD FRAMING WITH BRICK VENEER
USE 1/4 -INCH DIAMETER GALVANIZED LAGS &WASHERS PROVIDING A
MINIMUM 1 - 1/2 -INCH EMBEDMENT INTO WOOD FRAMING OR WOOD �/� i i i i i G' ° ° • eee
BLOCKING INSTALLED AND NAILED TO WOOD FRAMING AT ALL LOCATIONS XIS TIN STRUCTUREf/
NOTED BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, OR Z
CONCRETE, USE 1/4 -INCH DIAMETER TAPCON LE FASTENERS PROVIDING
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NOTED BELOW. W %
EXISTING STRUCTURE' BEARING WAL EXISTING STRUCTURE = 2:
LOCATE (1) FASTENERS NEAR FLOOR LEVEL, (2) AT KNEEWALL OR RAILING ( (REMOVE SIDING) �0 +
HEIGHT, (2) AT TRANSOM, do (2) NEAR HEADER HEIGHT. INSTALL SINGLE 'G Ss•° ° o�
FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG = 1-2082 �i�o ■ ■••
1 -2044 THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL p ����i� �
'` FOR EXISTING WOOD STRUCTURES FOR NONBEARIN . WAI i a. 3 1 -20098
' LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL OR RAILING HEIGHT,
: PROVIDE SOLID WOOD BLOCKING (2) AT TRANSOM HEIGHT, (2) AT H. do (2) NEAR TOP END OF EXPANDER. ac
AT EXISTING WALL AS REQUIRED INSTALL SINGLE FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED #8 x 1 TEK SCREWS a
MIN. 1 -1/2" EMBEDMENT INTO ALONG THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL o ®TQP, BOTTOM, 1 /3rd UP & n Qpg
a STRUCTURAL FRAMING 1 /3rd DOWN w o W W
WALL EXPANDER (1 -0203) MOUNTING TO EXISTING STRUCTURES REMOVE EXISTING Z
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:% - ® EXISTING STRUCTURE SIDING AND ANY COMPRESSIBLE SHEATHING AT CONNECTION J 1 -2062 z T
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" SECURELY ANCHORED TO STRUCTURAL FRAMING OR INSTALL I TEMPERED GLASS m z a„°
` #8 x 1/2" TEK SCREWS ® BLOCKING SECURELY FASTENED TO STRUCTURAL FRAMING TO z w ° ° z ° w :x
3. Lu Q u F v1 a 0�
OP, AND BOTTOM, BOTH SIDES PROVIDE MINIMUM 1 -1/2" EMBEDMENT FOR MOUNTING o o ° t a0
3" FOAM WING PANEL FASTENERS. (n
13 PLAN VIEW OF FOAM WING PANEL 14 PLAN VIEW OF ROLLING DOOR ® °°
$ AT EXISTING STRUCTURE $ AT EXISTING z A z0
STRUCTURE
W 3 =o
MIN. 3/8" DIAM. GALVANIZED LAGS W/ EXISTING ROOF ! o
d w 0 d
WASHERS LOCATED 0 REQUIRED SPACING SHINGLES =Z
&PROVIDING ADEQUATE EMBEDMENT ® o ,,;
INTO PROPER STRUCTURAL SUPPORT a w
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MOUNTING NOTE THE QUANTITY SHEATHING
AND SIZE OF FASTENERS REQUIRED
EXISTING STRUCTURE �/
VARIES BY APPLICATION. A LEDGER REMOVE SIDING AT
WITH MORE LAGS ADEQUATELY TAB /HANGER ATTACHMENT
FASTENED TO THE EXISTING EXISTING RAFTER
°
STRUCTURE, OR A SUPPORT BEAM ALUMINUM FLASHING (SIZE AND SPACING) ° ���
MOUNTED ON SUPPORT POSTS AT 1 -0209 VARIES) °o oidis
THE FACE OF THE EXISTING pa w 58 �W
STRUCTURE MAY BE REQUIRED #8 x 1/2" TEK SCREWS THROUGH PANEL y 0.Z° HpeW�=
UNDER HEAVY LOADS. CONSULT HANGER (1- 0210), I -BEAM (1- 02178) Wyo 0 25 �
P.E.I. ENGINEERING OR A LOCAL FLANGE; CONNECTING ROOF PANELS; 2 / g a 2 :4
SCREW
DESIGN PROFESSIONAL FOR JOB S AT EACH SIDE OF I -BEAM WEB> "
SPECIFIC REQUIREMENTS. gyp, AT BOTH TOP AND BOTTOM OF ROOF, r;� ~:` ?; ';: ": " ° ° .� = = - wv m
SEE "MOUNTING TO EXISTING TOTAL (8) SCREWS PER I -BEAM (1- 02176)' ��
MS Yj ° a
STRUCTURES" ABOVE FOR '-''' ^'`'' '' `
NOTE
R "• � '•` • °�• '''r �`• "' ° EXISTING
INFORMATION.
BEARING WALL
ADDITIONAL INFO
LOOKOUTS
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
PANEL (3" SHOWN) m Q J
THIS MOUNTING METHOD MAY REQUIRE
1 -0210 LOOKOUTS ADDED OR ADDITIONAL REINFORCEMENT Q z
15 TAB AND HANGER ASSEMBLY
NOTE: AND /OR FASTENERS AT EACH RAFTER LOCATION. M W W
EXISTING STRUCTURE MUST BE EVALUATED FOR Z 0
a (WALL MOUN STRUCTURAL SUITABILITY BY LICENSED ENGINEER. Q to
1 s TAB AND HANGER ASSEMBLY [ Q
. 8 (FASCIA MOUNT)
SHEET 8 OF 'I
i
4x4 POST WITH REQUIRED NOTCHING SHOWN. SUNROOM DETAILS
SEE GENERAL NOTES ON SHEET 1 FOR FOR 4x6 AND 6x6 POST, STOP FLOOR ANCHORING NOTE: 8 -0091
REQUIREMENTS FOR PRESSURE TREATED EXPANDER (1 -2056) ON EACH SIDE OF FOR WOOD USE: MIN. (2) 3/8" DIAM. a��'
RIDGE POST 2-1/2"
LUMBER AND FASTENERS. o�
1 -2092 W x
x 3 -1/2 LONG GALVANIZED LAGS .�``� \?..•`• ° ° ° ° ° °. b
(2) - #10 x 2" TEK SCREWS NOTCH BOTTOM OF RIDGE POST TO (MIN. 1 -1/2 EMBEDMENT INTO 2 -1/2 �� / x 3/16" ��.• ��
THROUGH INTERIOR FACE OF CLEAR WEEP SHELF & FLOOR EXPANDER STRUCTURAL FRAMING) �,. ;� STEEL TUBE (8 -0091) ; v;
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FLOOR EXPANDER (1 -2056) Ridge ( 1 -2056) SIDEWALL (4x4 POST ONLY) FOR CONCRETE USE: %% (LENGTH OF STEEL TUBE U� Q Q r
INTO RIDGE POST P °5 INSERT TO BE EXACTLY �• w
�/ REMOVE INTERIOR LIP OF FLOOR (2) 3/8" DIAM. x 3" WEDGE -BOLT SAME AS AV UTILITY POST) �y: 3: L b
EXPANDER (1 -2056) AT POST LOCATION 00*
3/8" DIAM, x 3 -1/2" LONG EI •
GALVANIZED LAG WITH WASHER 1/Y ° ° 3/8" DIAM. x 3" WEDGE -BOLT; �w�ie )
EACH SIDE OF RIDGE POST TYP. EACH SIDE OF RIDGE POST fluun
ON WOOD FOUNDATIONS I� -� /e° / 3 S ON CONCRETE FOUNDATION • •I 1 -2053
t °
NOTE: LOCATE LAGS /BOLTS a /a• p • 2-1/2" ANGLE BRACKET GH • �- .� � �
IN HOLE CLOSEST TO SCREWS 4" TEK
WS THROU10 x 1 -1 WALL 8 -2108A . TYP. AT EACH I
INTERIOR OF ROOM; TYPICAL G� p a • SIDE OF RIDGE POST POST SUPPORT BRACKE ���- o M z o o Ll
o • °• (1 - 2053) INTO UTILITY n o W W
PLYWOOD OR OSB ' p FLOOR EXPANDER (1 -2056) POST (1- 2092), TYPICAL z v W > ° �
DECK SURFACE a/ p • o t UP FLUSH WITH AT EACH SIDE OF POST > C z �_ o z
EDGE OF CONCRETE ON (2) # x 1 /2" TEK SCREWS, a °"
CONCRETE 4 �' m z < .0 t O M
1 -2056 FOUNDATION' CONCRETE FOUNDATION o �� z w o 0 0 E
TRUGRIP ANCHORS • " : SHOWN • ° a a v, a o
° ' (2) #10 X 2" TEK SCREWS ° o o a
® 18" O.C. TYP. THROUGH FLOOR EXPANDER (1 -2056)
STAGGERED INTO RIDGE POST a
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FO UN D ATI O N ( ) " _ '�� ® o °
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ALUM. FLASHING SH wN 4 - #1 0 X 2 LONG TEK SCREWS AT EACH BRACKET; TYP. (2) #8 x 1/2" TEK SCREWS c� o a'*
FLOOR EXPANDER (1 -2056) LIP THROUGH FLOOR EXPANDER z
OVERHANGS WOOD HEADER 1 -2056 w Z °
(1 -2056) INTO SIDEWALL LIPS cr; _
BY 1/2 ON DECK FOUNDATIONS OF UTILITY POST (1 -2092) n- z
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17A WOOD RIDGE POST ANCHORAGE 176 AV UTILITY RIDGE POST ANCHORAGE v V Wz
g AT FLOOR EXPANDER 9 AT FLOOR EXPANDER NQ
(BOTH WOOD DECK & CONCRETE FOUNDATION SHOWN) (CONCRETE FOUNDATION SHOWN)
(WOOD POST SHALL BE PRESSURE TREATED
FOR CONCRETE FOUNDATION)
MIN. 3/8" DIAM. x 2-1/2" LONG S
,•�
WOOD RIDGE BEAM
GALVANIZED LAG W /WASHERS INTO
oo o��iv
3 ", 4 -5/8" OR 6" PANEL SIZE AND NUMBER OF RIDGE BEAM, (SPACING AS SPECIFIED < W
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AS REQUIRED W��
ALUMINUM FLASHING &��__
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'.:` '" ::,•" r' : �; TYP. BOTH SIDES (2) INTO EACH I -BEAM (1- 02178) S
CONNECTING PANELS; TYP. AT ®_ Sc
1 -0210 BOTH TOP AND BOTTOM OF ROOF
3 ", 4 -5/8" OR 6" 4
u
ROOF PANEL H9� w O
U J Z U W �j U W O
t••' 2W OC
(3" SHOWN) THERMAL BREAK W a
#8 x 1/2" TEK SCREWS,
(2) INTO EACH I -BEAM (1- 02178) s Q
CONNECTING PANELS; TYP. AT P.E.I. 8" (1 -0229) OR
BOTH TOP AND BOTTOM OF ROOF 6" (1 -0218) ALUMINUM 3l', 4 -5/8" OR 6" ROOF PANEL Q z
RIDGE BEAM (8" SHOWN) (3" SHOWN) L ALUMINUM FLASHING W
AS REQUIRED z 0 W
isA ALUMINUM RIDGE BEAM Q v�
g AND PANEL HANGER use WOOD RIDGE BEAM AND Q i
g TAB AND PANEL HANGER Q
SHEET 9 OF II
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Ii
1 -2049
1 -2049 SUNROOM DETAILS
8 -2004; WHEN SPECIFIED 1 -2082
< T >
(2) #8 x 1/2" TEK SCREWS
t ol
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ANCHORING NOTES: = v. .� ¢ N
BRACKET (1 -2053) AS DETAIL 20 � w L �
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(2) # x 1/2" TEK ,� n o w o W
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° (2) #8 x 1/2 TEK WALL POST (1 -2049) EXPANDER (1 -2056) o c ° z
° SCREWS THROUGH FLOOR INTO GANGING POST m z a W o vi EXPANDER (1 -2056) INTO 1 -2056 (1 -2082) ON EXTERIOR a a <°ao
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LIPS OF WALL POST (1 -2049) 22 WALL POST CONNECTION AT AND ON INTERIOR o o y > NI < 0
2) #8 x 1/2" TEK SCREWS 1 -2056 1 NON BEARING WALL 23 GANGING POST CONNECTION z
THROUGH FLOOR EXPANDER z
(1 -2056) INTO WALL POST (1 -2049) 1 1 AT NON— BEARING WALL ® 0 0
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SPACER BETWEEN i ':FANS # x 1 / 2 " TEK SCREWS, ® HANGER, z
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(4) # x 1" TEK SCREWS BETWEEN HANGER AND FASCIA BUT ^Q
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HEADER SUPPORT 8 --2111 7 FOR REHI FORCED HEADERS mw
8 -2004; WHEN SPECIFIED
BY P.E.I. ENGINEERING (3) #8 x 1/2" I �29, o►-
1 /4 -20 x 5
TEK SCREWS HWH �_2 ov°"�=
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SCREWS THROUGH (1- 2079A) INTO 1/4 -20 x 7" HWH "BLAZER" SD5 TEK SCREWS W/ y iS clZ W � � , s
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HEADER SUPPORT
WALL POST CLIMASEAL FINISH AND WASHERS (4 -5/8 FOAM ROOF); WOr F_ '" M
) 1/4 -20 x 8" HWH "BLAZER" SD5 TEK SCRWES W/
(1- 2079A) INTO (1 -2049 �
LIPS OF WALL POST CLIMASEAL FINISH AND WASHERS (6" FOAM ROOF);
(1 -2049) (SPACING PER HIGH WIND REQUIREMENTS)
,, ; ENLARGED DETAIL Q Q J
1 -2049 CONTACT P.E.I. ENGINEERING
@ _ !�IAD ER SUPPORT TO WALL POST 1 -0214A _'' 8 -0051; FOR 3" ROOF ONLY Q � W
CONNECTION AT BEARING WALL 1 -2079A 12" 1 -0238A z o o
EC11 HIGH WIND FASTENING
OV ERHA NG I—' ((,/�)
7 AT HEADER SUPPORT. Of Q
SHEET II OF II