ad-2010-00276_0009.jpg SUNROOM DETAILS
USE MIN. 3/8" DIAM. x 2 -1/2" ° �Ca�•'' + ° ° ° ° ® ° °•
GALVANIZED LAGS W /WASHERS STRAP IS CONTINUOUS t�,?� •
INTO RIDGE BEAM; (SPACING AS (BEND OVER CORNERS ��: z •�
SPECIFIED BY P.E.I. ENGINEERING) OF RIDGE BEAM)
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PANEL HANGER (1 -0210) 2 4
i TYP. BOTH SIDES
(3) - #10x 1 -1/4' TEK SCREWS
THROUGH RIDGE POST BRACKET INTO
WOOD RIDGE BEAM SIZE AND
RIDGE BEAM; EACH SIDE I NUMBER OF MEMBERS PER P.E.I. ''Z,' 0 �ld `
HANGER TAB (1 -0209) ENGINEERING REQUIREMENTS) " " "���������E�!► ► ► ►"
TYP. BOTH SIDES
(3) #10 x 2" TEK SCREWS ° 8 -2002 AT EACH MIN. (5) #10 x 2" TEK SCREWS
THROUGH RIDGE POST BRACKET SIDE OF RIDGE POST (5 I INTO EACH SIDE OF BEAM
(8 -2002) INTO RIDGE POST; wp 0 wo ol) MIN. ) #10 x 2 " TEK ° ^ W
EACH SIDE RIO�F SCREWS INTO RIDGE I PPT 4x4, 4x6,
PpS P.P.T. 4x4, 4x6, 6x6 POST EACH SIDE j I 6x6 RIDGE POST, TYP.
RIDGE POST TYP. AS SPECIFIED w 1 ° o Z ` W
8 -01 15 I R�d9 12" MIN. LAP LENGTH ON POST; i Q c W > o
#10 x 2' TEK SCREWS; (2) TOP (SIZE DETERMINED BY LOAD, oa+
& BOTTOM, AND STAGGERED 0 I P 1 TYPICAL AT EACH SIDE OF POST > ° z o a
CONTACT P.E.I. ENGINEERING) o °a z
GENERAL NOTES ON w
12" O.C.; TYP. AT EACH SIDE OF POST ` SEE GENE SHEET 1 FOR z a�, °o
NOTE: HIGH WIND CONDITIONS MAY ° `J 3 w N oo�
4 REQUIREMENTS FOR PRESSURE TREATED a s a a o
1 -2044, TYP. AT EACH SIDE OF POST REQUIRE ALTERNATE CONNECTIONS. LUMBER AND FASTENERS. o o u > a a
ALUMINUM RIDGE BEAM REQUEST P.E.I ENGINEERING. WOO RIDGE BEAM
6" ALUMINUM RIDGE BEAM (1 -0218) ON WOOD POST ® a. Qo
OR 8" ALUMINUM RIDGE BEAM (1 -0229) ON WOOD POSTusE 3/8" DIAM. x 2 -1 /2" LG, c� o 00
{ NOTE: 6" A LUMINUM RIDGE BEAM 1 9A WOOD RIDGE BEAM TO RIDGE POST CONNECTION GALVANIZED LAGS W /WASHERS :z: A a
ACCEPTS 3" PANEL HANGER (1 -0210) I O INTO RIDGE BEAM STAGGERED cn w z o
ONLY, 8" ALUMINUM RID BEAM ACCEPTS NOTE: HANGER TAB (1 -0209) AT OPPOSITE SIDES (SPACING ®� 3 =
3 , 4 -5/8" OR 6" PANEL HANGS WHEN USING EPA APPROVED PRESERVATIVE TREATED LUMBER AT TYP. BOTH SIDES AS SPECIFIED BY P.E.I. 'I o c�
GANGINGS, FIRST ISOLATE WOOD POST FROM ALUMINUM BY WRAPPING ENGINEERING)
WITH EITHER OF THE FOLLOWING: 15LB ROOF FELT, OR 10 MIL PLASTIC 8 -0115 ®cam ,.
SHEETING PRIOR TO INSTALLATION OF ALUMINUM ® w
CUPS OR TRIM COIL Z O
PANEL HANGER (1 - 0210) dw °
ALL FASTENERS IN DIRECT CONTACT WITH PRESERVATIVE TREATED P. 0
WOOD SHALL BE HOT- DIPPED GALVANIZED PER ASTM A153, OR TYP. BOTH SIDES cam+ Q
OTHER APPROVED PROTECTIVE COATING. TRIM COIL TO BE ATTACHED i w r
TO ISOLATED WOOD POST USING STAINLESS STEEL TRIM NAILS. p I �' WOOD RIDGE BEAM (SIZE AND a
) - #10 x 3/4 SELF DRILLING 1 -0210 " i NUMBER OF MEMBERS AS
( =
3 " SPECIFIED P.E.I. ENGINEERING) � Q
° MIN. (5) #8 x 1/2 TEK SCREWS `wao�
�J G,�
SCREWS THROUGH RIDGE POST ALL EXPANDER (1 -0203) Id
THROUGH GABLE POST TIE DOWN i USE (5)- #10 x 2" TEK �_c. -
BRACKETS (8 -2002) INTO W /LIP PEELED. FORMS CAP STRAP (8 -0115) INTO AV ° I SCREWS THROUGH GABLE odd m"2"
RIDGE BEAM; EACH SIDE FOR AV UTILITY POST (1 -2092) UTILITY POST (1- 2092); POST TIE DOWN STRAP 'zT 52
1 -2044, TYPICAL; EACH SIDE ° t 3
° EACH SIDE ° ° (8 -01 15) INTO EACH SIDE �' U = _ �� 0
�sn �Id
MIN. (4) #8 x 1 " TEK SCREWS ( #10 x 2" TEK SCREWS i g v ° _ , W 3
THROUGH FOAM KNEEWALL TRIM (
i WALL EXPANDER 1 -0203 ) m W to � m
THROUGH RIDGE POST BRACKETS /� "/ (1 -2044) INTO RIDGE BEAM; W/ LIP PEELED. FORMS CAP _ o
INTO UTILITY POST 8 -2002 AT EACH EACH SIDE FOR AV UTILITY POST (1 -2092) �;�� a =�v =
SID OF RIDGE POST
1 -2074 (WHEN W W o 0 o W a
/,%' AV UTILITY POST (1 -2092) *�,,, "F
GLASS WING IS USED) AV UTILITY POST (1 -2092) i i 12 W/ 2.5" SQR x 3/16" STEEL � H o s W s W o
W/2.5" SQR x 3/16" STEEL #8 x 1" TEK SCREWS; ° i TUBE (8- 0091)� HO?WN
TUBE (8 -0091) AS SPECIFIED (2) ® TOP & BOTTOM, (1) ° ° (LENGTH OF STEEL TUBE
BY P.E.I. ENGINEERING ° INSERT TO BE SAME AS ___I
# x 1 " TEK SCREWS; ,` ''o A STAGGERED ® 12 " O.C.; o AV UTILITY POST) (n
(2) 0 TOP & BOTTOM, (1) TYP. AT EACH SIDE OF AV 0 Q
-
UTILITY POST (1 -2092) v _j
TYP. 0 12" O.C.; - °
TYP. AT EACH SIDE OF AV ° ° ° 8 -2108A 1 -2044 10:� Q z Q
UTILITY POST (1 -2092) - _ 2 -1/2" ANGLE BRACKET (8- 2108A) FASTENED TYP. AT EACH SIDE ® L1J �-
1 -2080A z A WITH MIN. (4) #8 x 1/2" TEK SCREWS NOTE: HIGH WIND CONDITIONS MAY z Q
THROUGH EACH LEG OF ANGLE BRACKET REQUIRE ALTERNATE CONNECTIONS; WOOD RIDGE B EA M
INTO UTILITY POST (1 -2092) AND REQUEST P.E.I. ENGINEERING ON UTILITY POST Q W cn
H- SUPPORT (1 - 2080A)
ALUMINUM RIDGE BEAM 19B ALUMINUM RIDGE BEAM TO RIDGE POST CONNECTION "' []� a
ON UTILITY POST to
SHEET 10 OF I I