HomeMy WebLinkAboutPlans, continuedALUMINUM MEMBERS DIMENSIONS - SELF4' NG OR (2)#10x8" SMS INTO SCREW
1/8"x27Q"x ANGLE SNAP ON TYP. BOSSES FOR EDGE MEMBER -
HOLLOW SECTIONS 5032 H32 ANGLE _
2 x2: 2"x2x0.050" 2-#12 SMS INTO COLUMN 1"50 O.B. BASE PLATE-TYP.
2 x 3: 2"x3"x0.050" IMPMASONRY ANCHOR EACH 0 0 ALUMINUM INTERNAL OR EXTERNAL
2 X 4: 2"x4"X0.050" ANGLE -EACH SIDE COL. 21/4" MIN. CONC. a 0 RECEIVING CHANNEL w/(4) #10x.75" _ _ _
2 x 5: 2"x5"xO.050" AN EMBEDMENT INTO GIRT OR PURLIN 8 (2) #14K75"
OPEN BACK SECTIONS MIN 4" SLAB 3000 PSI 2" MIN, INCREASE DISTANCE (4) #10x112" SMS INTO li INTO BEAM OR UPRIGHT 0.062 ANGLE EDGE MEMBER
1 x 2: 1"x2"x0.044" CONC. w/FIBERMESH WHEN GREATER THAN 2x4 SCREW BOSSES CLIPS MAYBE USED OR PURLIN
UPRIGHT IS USED
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SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050" li INTO BEAM
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045" CONC. FOOTING BELOW SIDE VIEW NOTE BEAM
WHERE PAVERS ARE PRESENT USE 5/16" BRACE
SELF MATING (SMB) TAPCON XL (RED HEAD MFG.) MASONRY PURLIN
2 x 4 SMB: T'x4"X0.044"x0.100" ANCHORS TO PENETRATE UNDERLYING MEMBER INSTALL BRACE
CONCRETE FOOTING 21/4""(MIN.) TO CORNER 2 x 5 SMB: 2"x5"x0.050"x0.10" UPRIGHT, BEAM -SNAP, _
2 X 6 SMB: 2"x6"X0.050"X0.120" 1/4"MASONRY ANCHOR I SELF MATING, OR HOLLOW I I
2 x 7 SMB: 2"x7"xO.057"x0.120" AT EACH ANGLE 2412 SMS
2 x 8 SMB: 2"x8"x0.072"x0.124" li li
PURLIN
2 X 9 SMB: 2"x9"x0.072"x0.124" 1/4" TAPCON XL (RED HEAD MFG. OR EQUAL) I I
2 x 10 SMB: 2" z10"x0.092"x0.398"/'1/2
2 @ ix2 BASE li li
@ BLAB (BEYOND)
DETAIL A - DETAIL "C" - GIRT OR' PURLIN TO SEA
,,,, ,,,,, ,,, OR POST DETAIL SCALE:NTS DETAIL"D"- ROOF BRACING CONNECTION
i"#" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY DETAIL SCALE: NT5
,(8��1 ANCHOR 6" MAX EACH SIDE
I' , . OF POST AND 24" O.C. MAX
CONC. FOOTING BELOW FRONTVIEW
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
FLASHING
1'50" FASTEN TO COL. (INTERNAL)
w/(2) #10X11/2" SMS, FASTEN TO
EAVE RAILS ABOVE w##10 11/2" SMS
24"O.C. AND 6" WITHIN COL. ,
TABLE D
EEPM OTY EACH SIDE512E
2x3
4112
2x4
5/12
2x5
5/12
2x6
6112
2x7
7112
2x8
8114
2 x 9
9114
2x10
9114
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MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHTTO E - UPRIGHT TO BEAM
CONNECTION SCALE:NTS
BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
#12 SMS, (EACH SIDE)
OTY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLANS
FASTEN TOP OF HEADER TO INTERSECTING
2"x2" MEMBER w/(2) #10 SMS w/i"
PENETRATION INTO SCREW BOSS OF
2'50 MEMBER -TYP. BOTH SIDES
2"x2" DOOR
FASTEN HEADER w/(2) #10x3"
INTO SCREW BOSS OF HEAD
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED -FASTEN
Z-BAR TO COLMEADER AT EACH
CORNER AND 16" O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH 2" X2" TO BASE PLATE
(INTERNAL) w/(2) #10x2" SMS
ATTACH BASE PLATE TO Z50
w/(2) #10x3" SMS INTO SCREW
BOSS OF BASE PLATE —
114"TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 11/2" PENETRATION INTO UNDERLYING FOOTING
DETAIL "F" - DOOR JAMB 8 HEADER
CONNECTION SCALE; NTS
2"x2N.063" - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) #12 SMS INTERNAL TO EAVE
RAIL (3) #12 EACH SIDE INTO PURLIN
EAVE RAIL - SEE PLAN
bQ OPEN BACK
EXTRUSION
(2) #10x2" SMS THRU 1x2 INTO
EAVE RAIL EACH SIDE OF COLUMN
0
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE:NTS
2 x PURLIN
(MAY BE SLOPED
(2)#10 x4"S.M.S. THRU 2 x3 OR FLAT)
EAVE RAIL INTO PURLIN SCREW
BOSSES
USE #10 x 1 1/2" S.M.S. (024" O.C.
TO CONNECT TO i x 2 O.B. TO 2 x 3
1 x 2 O.B. FASTENED TO COLUMN / POST
W/ (2) #10 x 1 1/2" S.M.S. INTO SCREW BOSSES
(EACH END TYP.)
COP Wil 11.N1�
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EDGE MEMBER V O
OR PURLIN i `15 Z
0.0625"6063-T6 FLAT PLATE
w/(8) #10x,75" SMS, MIN..S"
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
PURLIN
UPRIGHT
PURLIN FASTENED TO COLUMN / POST
WITH (4) #12 x 1" S.M.S. (EACH LEG)
USING 1/8" TICK FLAT BAR BENT
TO FIT (6063-T6 ALLOY)
COLUMN/POST
ALTERNATE:
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
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V, X 2" X 0.044" OPEN BACK 6"WIDE X 012.
W/(2)#10 X2112"SMS THRU LEACH BEAM
BEAM INTO SCREW BOSSES FASCIAW/3/8
PER BRACKET;
(1)#10X 11/2'SMS 6" LAG @24"Q.C.
FROM BEAM AND
2"X2"X1/8"X2'ALUM.
RECEIVING CHANNEL W/
(4) #14 X 5/8" S.M.S.
1-1A" O.C. INTO BEAM
EACH SIDE
NO SCREWS IN
THIS AREA
MOSTIMPORTANT
5" GUTTER
2x2a1/8" ANGLE
EA. SIDE OF BEAM
TOP VIEW
DETAIL"H"
SCALE:NTS
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
MAY BE. STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN 12" SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3l8" OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-i
OR
THAN 2" X 4" FASCIA. 2" X 4"
SUB FASCIA SHALL BE
PLACE OVER LENGTHEN
LAG SCREWS TO FULLY
PENETRATE SUB FASCIA
IF OTHER FASCIA ADD 2"
X4" PT FASCIA W/ 1/2" LAG
BOLTS. 1 12" INTO TRUSS
TAILS COUNTERSINK
FLUSH WHEN INSTALLING
12"LAG SCREWS
PRE DRILL Wl 3/8" DRILL TO
PREVENT SPLITTING
FASTEN GUTTER TO
FASCIAw/#14x2"
WOOD SCREW 18" O.C.
(2) #12 SMS
(2) #14#"
WOOD SCREW
FASCIA (2")6" MIN. EXISTING)
STRUCTURAL
GUTTER
5052-H32 GUSSET
TABLE B-1
BEAM
SIZE
COL TO
BEAM
QTYSMW
SIDE OF CAL.
BEAM TO
BEAM
OTY SMS/
FACUS(DE
2 x 4
(5) #12
(9) #12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2x7
(10)#12
(10)#12
2x8
02)#12
(14)#12
2x9
(14)#14
(14)#14
2 z 10
(16) #14
(15) #14
DETAIL "IC' GUSSET CONNECTION
SCALE: NITS
lo'STAINLESS STEEL
40° MIN. BRAIDED CABLE
60° MAX.
3/8" CIA x 3" EMBED
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
3000 PSI CONC,
40°MIN. 3000 PSI
60° MAX. WWM OR FIBERMESH
0
4" MIN. SLAB/
\ 1.5"x5.5"ALUM. STRAP
WFOOTING
w/(2) 3/8" DIA. x 3"
MASONRYANCHOR
(TAPCON OR EQUAL)
DETAIL 1-7" CABLE CONNECTION
AT FOUNDATION
.SCALE: NTS
3000 PSI CONC.
6)6-10x10
WWM OR FIBERMESH
(2) #14 WOOD SCREWS
(2)#12 SMS INTO FASCIA
GIRT
0 0
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SMS ° it
i
P a ii GIRT
0 0 �!
Il&'xZ'x4" STRAP STRUCTURAL GUTTER
(2)#12 SMS INTO BEAM SIDE VIEW
(2) #12 SMS INTO GUTTER
GIRT (2) GUTTER BRACES
FASCIA EACH w/(2)#12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
212xl/8" ANGLE w/(2)
#12 SMS EA. LEG ,
(2) *12 SMS
SMS
11950x4" STRAP
(2)#12 SMS INTO BEAM GIRT
(2)#12 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
HORIZONTAL
OR ANGLED BEAM
OR PURLIN
BEAMS FASTEN PER i•
DETAIL E BHT 2
PNRI INS FASTFN PFR!
COL. PER
FASTEN TO COL AND,
2X2 THROUGH ANGLE
LEG E/S W/(2)
#12X9116" SMS
FASTEN 2X2 TO GUTTER
W1#12X242" SMS
18'0/C AND E/S COL /
TRANSOM DETAIL
(9)#14x3/4"SA
1/8" PLATE ON 45° ANGLE
OR 1/8"5292" ANGLE w/(4;
#12 SMS INTO EACH
INTERSECTING MEMBER
PERWETE
FRAMING
EAVE \\ O
ATTACHH E i ' \\ _....
41
INTO SCR a �0
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2 EAVE RAIL ATTACHED W * HW°. ( 0- •�
FO COL. (INTERNAL) W/ ,V H 0.
2X#10X1.12"SMS `pj °,� V11 o•�
'ASTENED TO EAVE RAIL i •p • • $ aL
iECT10N W141OX 1-1/2" /A V, v'
WS WITHIN 6" OF COL. ,�•
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ND 24"OIC ///�I�`
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#129/18" LAG SCREW
DETAIL 1-2" CABLE CONNECTION
AT CORNER SCALE: NTS
.050" GUTTER STIFFNER
FASTEN TO FASIA w(2)
#122" WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS �
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
"3"X 050 GUTTER STIFFNER G
EA BEAM/PURUN LOCATION
AND FOR BEAMS ABOVE 2X7
LOCATE BETWEEN BEAM
LOCATIONS
/EBOLT FOR
\BLE TENSION
i/8" STAINLESS STEEL
BRAIDED CABLE
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8" 2"W" ANGLE
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
4118"&2 Q"ANGLE
w/(2) #12 SMS
INTO EA. MEMBER
(BEAM & PURLIN)
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BEAM WIT
PLACE
1 114"
3/16" 5052-H32 GUSSET
#14 SMS (8 1 1/4" O.C.
XN (4) 01 S 1 1/2" TO
MIN (4) #10 X 1 1/2" SMS
ASHER UNDER SCREW
IN GUSSET CORNER
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NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REQ'D (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C SPACING
3. GUSSET LENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE.
2"X2"Xl/8" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR
POST /—EAVE RAIL
1"x 2" O.B.
PATIO SECTION
W x 3" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
(3) - #12 x 3/4" S.M.S. EACH SIDE AS
[OWN (3/6" MIN. PLATE EDGE DISTANCE
8 C-C FASTENER SPACING)
x2x
LATERAL '+K"-BRACING
CONNECTION DETAILS
K-BRACE
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
(3) - #12 x 3/4" S.M.S.,
EACH SIDE AS SHOWN
01Z' MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
DETAIL #2
O
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"ANGLE
V INTO EACH
DICATED BELOW
NOTES:
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
VG
1" X 2" O.B.
POST W/#1
TOP & BO
1/8" X.2" X Z
FI-32 ALLOY
CORNER POST
(2) #10 X 1 1/Z' SMS
THRU SCREW BOSSES
SLAB/FOOTING
SEE PLAN
W/ (2) #14 X 2"
' DIA
HOR INTO
SIDE VIEW
H-� CORNER K-BRACE DETAIL
A-3 SCALE: N.T.S.
(4) #14 X 3/4"
INTO F
1" X 2" BASE PLATE
)R TO INSTALL ANCHORED TO CONC W/ 1/4"
SMS THRU BRACE CONCRETE SCREW ANCHOR
FHRU GUSSET (MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
CORNERPOST
K-BRACE
2"x2 x0.093
BRACE (T/F
�I 318" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL +"K"-BRACING
CONNECTION DETAILS
CORNER POST W/ V X 2"
BACKSIDE
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3/8" X LENGTH AS REQUIRED
FOR 2 14'EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
FRONT VIEW
�CP-t CORNER POST TO CONCRETE DETAIL
A 4 S ALE: NT
6" x 5" x 0.050" COLUMN
BODE ALLOY PLATE ��
(ONE SIDE) OR STRONGER 2 x 2 x 0.093
BRACE (TYP.)
K-BRACE ---+�
2 x 3 x 0.070 CHAIR RAIL
K BRACE
O
2 x2x0.093
BRACE (TYP.) (11 TOTAL)-#12 x 3/4"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL"K"+-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
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