:12 (min) 2 M W A
1
ARCHED 5 1 2 "x12" GLB (MRB-34) SEE 12x12 DF#1 (MRB-24) 12x12 DF#1 (MRB-22) 12x12 DF#1 (MRB-5) TIMBER TRUSS T2 TIMBER TRUSS T2 PITCH BREAK DOUBLE TRIPLE OPEN 18 S-5.6 7 S-4.3 1 S-5.7 3 S-5.6 6 S-4.4 TRIPLE CURVED 3-1/2"x13-1/2" GLB @ 2'-8"oc PER 1-3/4"x11-1/4" 1.9E LVL's @ 16"oc (MR-3) STRUCTURAL FASCIA STRUCTURAL FASCIA STRUCTURAL FASCIA STRUCTURAL FASCIA 6x12 DF#1 TYPICAL (MRB-50) 6x12 DF#1 TYPICAL (MRB-50) 6x12 DF#1 TYPICAL (MRB-50) DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE 12 1 4 "x15" GLB (MRB-30) 6x8 DF#2 MIN (MRB-31) 6x8 DF#2 MIN (MRB-32) RIDGE 6 3 4 "x13 1 2 " GLB (MRB-38) 5 1 2 "x13 1 2 " GLB HEADER BELOW (MRB-39) 10x10 DF#1 TYPICAL (MRB-35a) 6 3 4 "x18" GLB 2 S-6.1 12x12 DF#1 (MRB-28) W12x58 w/ 3x TOP NAILER(MRB-26) 12x12 DF#1 (MRB-33) W12x58 w/ 3x TOP NAILER (MRB-27) 12x12 DF#1 (MRB-24) 12x12 DF#1 (MRB-23) 5 1 2 "x18" GLB (MRB-4) 6x12 DF#1 (MRB-10) 8 3 4 "x13 1 2 " GLB (MRB-14) 12x12 DF#1 (MRB-24) 12x18 DF#1 (MRB-3) ROTATED 12x12 DF#1 (MRB-2) ROTATED 12x12 DF#1 (MRB-2) ROTATED 12x12 DF#1 (MRB-1) 6x12 DF#2 @ 2'-8"oc MAX (MR-2b) 6x12 DF#1 (MR-2d) 12x12 DF#1 (MRB-9) 5 1 2 "x12" GLB (MRB-7) 6x12 DF#1 6x12 DF#1 (MRB-8) (3) 1 3 4 "x11 1 4 " 1.9 6x12 6x12 6x10 6x10 6x8 8x8 12x12 12x12 6x8 12x12 12x12 12x12 12x12 (2)2x6 TRIMMERS 2x6 KING OVERBUILD FRAMING, TYPICAL 5'-8 1 4 " FACE OF BEAM 17 S-5.5 19 S-5.5 18 S-4.2 BELOW 10 S-4.1 8 3 4 "x19 1 2 " GLB (3FB-5) 5 1 2 "x15" GLB CUSTOM RADIAL 12" WIDE x 12" ARCHITECTURAL GLB BELOW RADIAL BEAM SPLICE, USE (2) MST27 STRAPS (3) 1 3 4 "x16" LVL w/ HUCQ610 16" TJI 210's @ 16"oc w/ END STIFFENERS & (2) LS90 CLIPS TO RADIAL RIM WHERE SHOWN 3 3 4 "x16" RADIAL DF 24F-V8 RIM BEAM (INNER RADIUS = 8'-8") 2 TOTAL PIECES 8x10 DF#1 SPOKE BEAMS BELOW MATCH LINE MATCH LINE MATCH LINE 2 S-4.3 TYPICAL 6 3 4 "x16 1 2 " GLB 1 6x12 @ 24"oc 2 6 S-4.4 20 S-5.6 2 S-5.6 17 S-5.6 3 15 TYPICAL OF 3 6 3 4 "x18" GLB 6 3 4 "x16 1 2 " GLB 9 SIMILAR 14 S-5.6 19 S-5.6 6 S-4.4 15 S-5.6 2 6 S-4.4 6 S-5.6 17 S-4.2 (2) 2x6 TRIMMERS w/ 2x6 KING 16 S-5.6 (2) 2x6 TRIMMERS w/ 2x6 KING (2) 2x6 TRIMMERS w/ 2x6 KING 14 TYPICAL 11 10 1 S-5.6 5 S-5.6 12 S-5.6 4 4 S-5.6 12 S-5.6 5 6 8 7 8 9 TYPICAL 1 S-5.6 15 S-4.2 TYPICAL OF 4 1 S-5.7 6 S-4.4 12 S-5.6 4 S-5.6 5 S-5.7 20 3 S-5.6 A S-4.4 A S-4.4 18 18 19 17 14 (2) 2x6 TRIMMERS w/ 2x6 KING 9 TYPICAL 3 S-5.7 1 S-5.6 4 S-5.7 4 S-5.7 1 S-5.7 ABOVE AS IN BELOW AS IN 5 S-5.6 18 S-5.5 2x12 DF#1 @ 12"oc 6x8 MIN. 24 3 S-5.5 16 12 16 S-4.2 23 22 TYPICAL OF 4 13 22 6 S-4.4 15 S-5.6 1 S-5.7 6x8 HEADER 21 22 52 53 52 6x 16 S-5.7 (2) 2x6 TRIMMERS w/ 2x6 KING 16 S-5.7 6x12 DF#1 OUTLOOKER @ BEAMS 2 30 80" MIN TRIPLE TRIPLE 3 S-6.1 29 (2) 2x6 TRIMMERS w/ 2x6 KING 27 28 AS IN 32 1-3/4"x11-1/4" 1.9E LVL's @ 12"oc (MR-3) 33 34 AS IN AS IN AS IN 51 26 6 S-4.4 6 S-5.7 2 35 35 8 S-5.7 4 S-4.3 TYPICAL OF 3 5 S-4.3 TYPICAL OF 2 10 S-5.7 RADIAL 10" WIDE x 12" GLB (INNER RADIUS=8'-11") STRUCTURAL FASCIA w/ (6) RBC CLIPS, TYPICAL DOUBLE MAIN CARRIER 1 3 4 "x11 1 4 " 1.9E LVL w/ GUSSET AT RIDGE PER 9 S-5.7 25 A-4.3 C A-4.3 C DOUBLE 1 37 1 1 AS IN 1 1 1 SIMILAR 1 37 1 2 S-5.7 1 1 1 2 1 AS IN 1 6x8 1 1 36 1 1 1 1 1 1 1 1 CURVED BUILT-UP HEADER PER 5 S-6.1 1 1 2 3 4 5 6 7 8 10 11 12 15 1 3 4 6 8 9 13 14 16 17 18 19 A B C D E F G H J K aa bb dd ee xx A-4.1 A A-3.2 NORTH A-4.4 D A-4.2 B 1 4 :12 (min) 12:12 12:12 2 1 2 :12 2 1 2 :12 VARIES PER ELEVATIONS 3:12 3:12 3:12 3:12 3:12 3:12 16:12 1 4 :12 (min) 6:12 3:12 1 4 :12 (min) 14:12 14:12 14:12 14:12 3:12 16:12 16:12 3:12 3:12 1 4 :12 (min) 12:12 VARIES PER ELEVATIONS 2 1 2 :12 A-4.2 B A-3.3 EAST A-3.3 EAST 1 4 :12 (min) A-4.3 C A-4.3 C A-4.4 D MAIN ROOF FRAMING PLAN 'A' 4' 8' 12' 16' MAIN ROOF AND 3rd FLOOR FRAMING PLAN PART 'A' S-2.3a HENKE RESIDENCE 9630 Ahwahnee Place, Lot 612, Martis Camp PLACER COUNTY, CALIFORNIA APN.106-280-002 c Copyright 2012 MWA, Inc - All plans are property of MWA, Inc & are an instrument of service. M W A INC a r c h i t e c t s / e n g i n e e r s INDICATES HOLDOWN, SEE S-3 SERIES SHEETS FOR HOLDOWN REQUIREMENTS. SEE TYPICAL STRUCTURAL DETAILS FOR LAYOUT REQUIREMENTS. INDICATES DOUBLE TOP PLATE SPLICE REQUIREMENTS. SEE TYPICAL STRUCTURAL DETAILS FOR TYPES 1 THRU 3 STRAP AND OVERLAP REQUIREMENTS. INDICATES STRUCTURAL WALL BELOW. INDICATES STRUCTURAL WALL ABOVE. INDICATES NON-STRUCTURAL WALL. INDICATES POSTS BELOW. USE 6x6 TYPICAL, UNO. INDICATES POST ABOVE ONLY. USE 6x6 TYPICAL, UNO. INDICATES HORIZONTAL STRAP PER LATERAL PLANS. INDICATES AREA OF FLOOR FRAMING INDICATES AREA OF FILL FRAMING LEGEND # NORTH 1. 10x12 DF#1 CANOPY BEAM w/ SHAPED 10x18 KNEE BRACE PER 2. 2x6 DECKING w/ 3 8 " MIN. SHEATHING OVER, USE 'SHORT' SHEATHING NAILS AS TO NOT PENETRATE THRU DECKING, SEE PLAN NOTES & PLANS FOR NAILING REQUIREMENTS. 3. 6x8 w/ ST22 OR LTS20 FROM BEAM TO POSTS. TYPICAL @ (4) DECK GLB's. 4. (4) 2x6 POCKET POST w/ LTS20 TO BEAM. 5. 6x6 POST w/ ECCQ66. 6. 6x6 KING POST w/ CCQ66 TO HEADER & RIDGE. 7. 10x10 AESTHETIC BEAMS BELOW. 8. (3) 2x6 MIN. w/ LTS20 TO BEAM. 9. ALPINE SNOW GUARD #225 OR EQUIVALENT, PROVIDE 4x FLAT BLOCKING w/ LS70 CLIPS AT ATTACHMENT POINTS. 10. USE (2) 2x6 BELOW EACH SPOKE RAFTER. 11. 6x12 DF#2 MIN. SPOKE RAFTER @ 2'-8"oc MAX. USE (2) 1 4 [ 6'6 71 6&5(:6 $7 ($&+ 6833257 12. 6x8 MIN. POST w/ 1 4 '5,)7 3,16 $6 ,1 13. (2) 1 3 4 "x11 1 4 " 1.9E LVL w/ SKEWED HUCQ412 TO 4x6 POST. 14. USE (3) 1 4 [ 6'6 71 6&5(:6 )520 +($'(5 72 .,1* 3267 15. SHAPED 10x14 AESTHETIC KNEE BRACE, SEE 16. USE 1 3 4 "x7 1 4 " LVL STUDS @ 12"oc MAX. AT CHIMNEY TOWER. 17. 6x6 POST w/ ECCQ9-6, TYPICAL OF 2. 18. 6x10 MIN. HEADER ABOVE. 19. (4) 2x6 MIN. STITCH NAILED STUDS TYPICAL BELOW ROTATED RIDGE AND PURLIN BEAMS. 20. 6x6 POST w/ (2) 10" LONG SDHS TN SCREWS TO 12x12 PURLIN. 21. USE EITHER 'U' TYPE HANGERS OR (2) 1 4 6'6 71 6&5(:6 )25 )/86+ 5$)7(5 $77$&+0(176 22. HUCQ610 HANGER. 23. MTHMQ-2 HANGER, FLATTEN MIDDLE TABS & NOTCH ROOF JOISTS AS NEEDED TO FIT. 24. SHAPED BUILT-UP, 11 1 4 " DEEP MIN. LEDGER MADE w/ (4) LAYERS OF 3 8 " PLYWOOD GLUED Z &216758&7,21 $'+(6,9( $77$&+ Z [ 6':6 6&5(:6 ($&+ 678' RF 0$; 25. MTHMQ-2 HANGER, FLATTEN MIDDLE TABS & NOTCH DOUBLE HIPS AS NEEDED TO FIT. PROVIDE (3) [ 6':+ 6&5(:6 7+58 0(0%(56 )520 ($&+ 6,'( 26. 6x12 DF#1 ROOF JOISTS AT 32"oc. 27. A35 OR RBC CLIP FROM RAFTER TO STRUCTURAL FASCIA. 28. MSTA 36 STRAP ABOVE BEAM AT TOP ɓ SPLICE. 29. 1 1 2 " STEP IN ROOF SHEATHING, TOP SURFACE TO BE PLANED OUT w/ ROOFING FOAM TO REQUIRED SLOPE PER ARCHITECTURAL. 30. 6x12 RAFTER AT CHIMNEY WALL LINE. 31. TRIPLE 2x12 RAFTER w/ HU212-3 TO ARCHED GLB's. 32. NOTCH RADIAL 3 3 4 " GLB FOR STAIR TREAD AS REQUIRED, HOLD I-JOISTS BACK AS NEEDED, USE END STIFFENERS. 33. 6x6 POST w/ ECCQ66. 34. HU46TF HANGER. 35. CONTRACTOR TO COORDINATE LOOK OF END OF RADIAL BEAM AT COLUMN. 36. ICE SPLITTER OVER BUILD AS IN 37. OVER BUILD FRAMING AS IN # 9 S-4.4 10 S-4.4 11 S-4.4 6 S-4.4 1 S-4.3 13 S-4.4 MAIN ROOF FRAMING KEYNOTES PART 'A' 2 S-1.5 1 S-1.5 1 1 1 R:\Job Files\Martis Camp\Henke-612-101001\PLOT SHEETS\101001-S23-A&B (FR3) 3rd Floor & R2 framing-1.dwg, 5/11/2012 8:29:21 AM, Ben, DWG To PDF.pc3, 1:1
Transcript of :12 (min) 2 M W A
AR
CH
ED
51 2"
x12"
GLB
(M
RB
-34)
SE
E
12x12 DF#1 (MRB-24)
12x12 DF#1 (MRB-22)
12x1
2 D
F#1
(MR
B-5
)
TIM
BE
R T
RU
SS
T2
TIM
BE
R T
RU
SS
T2
PIT
CH
BR
EA
K
DOUBLE
TRIPLE
OPEN
18S-5.6
7S-4.3
1S-5.7
3S-5.6
6S-4.4
TRIPLE CURVED 3-1/2"x13-1/2" GLB @ 2'-8"oc PER
1-3/
4"x1
1-1/
4" 1
.9E
LVL'
s @
16"
oc (M
R-3
)
STR
UC
TUR
AL
FAS
CIA
STRUCTURAL FASCIA
STRUCTURAL FASCIA
STRUCTURAL FASCIA
6x12 DF#1 TYPICAL (MRB-50)
6x12 DF#1 TYPICAL (MRB-50) 6x12
DF#1
TYPICAL (
MRB-50)
DO
UBLE
DO
UBLE
DO
UBL
E
DO
UBL
E
DOUBLE
DOUBLE
1214"x15" GLB (MRB-30)
6x8 DF#2 MIN (MRB-31)
6x8 DF#2 MIN (MRB-32)
RID
GE
63
4"x1
31 2" G
LB (M
RB
-38)
512"x131
2" GLB HEADER BELOW (MRB-39)
10x10 DF#1 TYPICAL (MRB-35a)
634"x18" GLB
2S-6.1
12x1
2 D
F#1
(MR
B-2
8)
W12
x58
w/ 3
x TO
P N
AIL
ER
(MR
B-2
6)
12x12 DF#1 (MRB-33)
W12x58 w/ 3x TOP NAILER (MRB-27)
12x1
2 DF#1
(MRB-24
)
12x1
2 DF#1
(MRB-23
)
51 2"x1
8" G
LB (M
RB
-4)
6x12
DF#
1 (M
RB
-10)
834"
x131 2"
GLB
(MR
B-1
4)
12x12 DF#1 (MRB-24)12x18 DF#1 (MRB-3)
ROTATED 12x12 DF#1 (MRB-2)
ROTATED 12x12 DF#1 (MRB-2)
ROTATED 12x12 DF#1 (MRB-1)
6x12 DF#2 @ 2'-8"oc MAX (M
R-2b)
6x12 DF#1 (MR-2d)
12x1
2 D
F#1
(MR
B-9
)
51 2"x1
2" G
LB (M
RB
-7)
6x12
DF#
1
6x12 DF#1 (MRB-8)
(3) 13 4"x
111 4" 1.9E LVL's (M
RB-12)
6x12
6x12
6x10
6x10
6x8
8x8
12x1
212x12
6x8
12x1
2
12x1
2
12x1
2
12x1
2
(2)2x6 TRIMMERS
2x6 KING
OVERBUILD FRAMING, TYPICAL
5'-814"
FAC
E O
FB
EA
M
17S-5.5
19S-5.5
18S-4.2BELOW
10S-4.1
834"
x191 2"
GLB
(3FB
-5)
512"x15" GLB
CUSTOM RADIAL 12" WIDE x 12"ARCHITECTURAL GLB BELOW
RADIAL BEAM SPLICE, USE (2) MST27STRAPS
(3) 134"x16" LVL w/ HUCQ610
16" TJI 210's @ 16"oc w/ ENDSTIFFENERS & (2) LS90 CLIPSTO RADIAL RIMWHERE SHOWN
334"x16" RADIAL DF 24F-V8 RIM
BEAM (INNER RADIUS = 8'-8") 2TOTAL PIECES
8x10 DF#1 SPOKE BEAMSBELOW
MATCH LINEMATCH LINE MATCH LINE
2S-4.3
TYPICAL
634"x161
2" GLB
1
6x12
@ 24
"oc
2
6S-4.4
20S-5.6
2S-5.6
17S-5.6
3
15TYPICAL OF 3
634"x18" GLB
634"x161
2" GLB
9 SIMILAR
14S-5.6
19S-5.6
6S-4.4
15S-5.6
2
6S-4.4
6S-5.6
17S-4.2
(2) 2
x6 T
RIMMER
S
w/ 2x6
KIN
G
16S-5.6
(2) 2
x6 T
RIMMER
S
w/ 2x6
KIN
G
(2) 2
x6 T
RIMMER
S
w/ 2x6
KIN
G
14 TYPICAL
11
10
1S-5.6
5S-5.6
12S-5.6
4
4S-5.6
12S-5.65
68
7
8
9 TYPICAL
1S-5.6
15S-4.2 TYPICAL OF 4
1S-5.7
6S-4.4
12S-5.6
4S-5.6
5S-5.7
20
3S-5.6
A S-4
.4A S-4
.4
18 18
1917
14
(2) 2x6 TRIMMERSw/ 2x6 KING9 TYPICAL
3S-5.7
1S-5.6
4S-5.7
4S-5.7
1S-5.7
ABOVEAS IN
BELOWAS IN
5S-5.6
18S-5.5
2x12
DF#
1 @
12"
oc
6x8
MIN
.
24
3S-5.5
16
12
16S-4.2
23
22
TYPICAL OF 4
1322
6S-4.4
15S-5.6
1S-5.7
6x8
HE
AD
ER
21
22
52
5352
6x12 HEADER
16S-5.7
(2) 2x6 TRIMMERS
w/ 2x6 KING
16S-5.7
6x12 DF#1 OUTLOOKER
@ BEAMS
2
30
80"
MIN
TRIPLE
TRIPLE
3S
-6.1
29
(2) 2
x6 T
RIMMER
S
w/ 2x6
KIN
G
27
28
AS IN32
1-3/
4"x1
1-1/
4" 1
.9E
LVL'
s@
12"
oc (M
R-3
)
33
34
AS IN
AS IN
AS IN
51
26
6S-4.4
6S-5.7
2
35
35
8S-5.7
4S-4.3
TYPICAL OF 3
5S-4.3
TYPICAL OF 2
10S-5.7
RADIAL 10" WIDE x 12" GLB(INNER RADIUS=8'-11")
STRUCTURAL FASCIA w/(6) RBC CLIPS, TYPICAL
DOUBLE MAIN CARRIER13
4"x1114" 1.9E LVL w/
GUSSET AT RIDGE PER 9S-5.7
25A-4.3C
A-4.3C
DO
UB
LE
1
37
1
1
AS IN
1
1
1
SIMILAR
1
37
1
2S-5.7
1
1
1
21
AS IN1
6x8
1
1
36
1
1
1
1
11
1
1
CURVED BUILT-UP HEADER PER 5S-6.1
1
1
2
34
56
78
1011
1215
13
46
89
13
1416
1718
19
ABCDEFGHJK
aabb
ddee
xx
A-4.1A
A-3.2NORTH
A-4.4D
A-4.2B
14:12 (min)
12:12
12:12
212:12 21
2:12
VARIES PERELEVATIONS
3:12
3:12
3:12
3:123:12
3:12
16:12
14:12 (min)
6:12
3:12
14:12 (min)
14:12
14:12
14:12
14:12
3:12
16:12
16:12
3:12
3:12
14:12 (min)
12:12
VARIES PERELEVATIONS
2 12 :12
A-4.2B
A-3.3EAST A-3.3
EAST
14:12 (min)
A-4.3C
A-4.3C
A-4.4D
MAIN ROOF FRAMING PLAN 'A'4'
8'
12'
16'
MA
IN R
OO
F A
ND
3rd
FLO
OR
FRA
MIN
G P
LAN
PART
'A'
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INDICATES HOLDOWN, SEE S-3 SERIES SHEETS FOR HOLDOWNREQUIREMENTS. SEE TYPICAL STRUCTURAL DETAILS FOR LAYOUTREQUIREMENTS.
INDICATES DOUBLE TOP PLATE SPLICE REQUIREMENTS.SEE TYPICAL STRUCTURAL DETAILS FOR TYPES 1 THRU 3 STRAP ANDOVERLAP REQUIREMENTS.
INDICATES STRUCTURAL WALL BELOW.
INDICATES STRUCTURAL WALL ABOVE.
INDICATES NON-STRUCTURAL WALL.
INDICATES POSTS BELOW. USE 6x6 TYPICAL, UNO.
INDICATES POST ABOVE ONLY. USE 6x6 TYPICAL, UNO.
INDICATES HORIZONTAL STRAP PER LATERAL PLANS.
INDICATES AREA OF FLOOR FRAMING
INDICATES AREA OF FILL FRAMING
LEGEND
#
NORTH
1. 10x12 DF#1 CANOPY BEAM w/ SHAPED 10x18 KNEE BRACE PER
2. 2x6 DECKING w/ 38" MIN. SHEATHING OVER, USE 'SHORT' SHEATHING NAILS AS TO NOT
PENETRATE THRU DECKING, SEE PLAN NOTES & PLANS FOR NAILING REQUIREMENTS.
3. 6x8 w/ ST22 OR LTS20 FROM BEAM TO POSTS. TYPICAL @ (4) DECK GLB's.
4. (4) 2x6 POCKET POST w/ LTS20 TO BEAM.
5. 6x6 POST w/ ECCQ66.
6. 6x6 KING POST w/ CCQ66 TO HEADER & RIDGE.
7. 10x10 AESTHETIC BEAMS BELOW.
8. (3) 2x6 MIN. w/ LTS20 TO BEAM.
9. ALPINE SNOW GUARD #225 OR EQUIVALENT, PROVIDE 4x FLAT BLOCKING w/ LS70 CLIPS AT ATTACHMENT POINTS.
10. USE (2) 2x6 BELOW EACH SPOKE RAFTER.
11. 6x12 DF#2 MIN. SPOKE RAFTER @ 2'-8"oc MAX. USE (2) 14"Øx8" SDS TN SCREWS AT EACH SUPPORT.
12. 6x8 MIN. POST w/ 14"Ø DRIFT PINS AS IN
13. (2) 134"x111
4" 1.9E LVL w/ SKEWED HUCQ412 TO 4x6 POST.
14. USE (3) 14"Øx8" SDS TN SCREWS FROM HEADER TO KING POST.
15. SHAPED 10x14 AESTHETIC KNEE BRACE, SEE
16. USE 134"x71
4" LVL STUDS @ 12"oc MAX. AT CHIMNEY TOWER.
17. 6x6 POST w/ ECCQ9-6, TYPICAL OF 2.
18. 6x10 MIN. HEADER ABOVE.
19. (4) 2x6 MIN. STITCH NAILED STUDS TYPICAL BELOW ROTATED RIDGE AND PURLIN BEAMS.
20. 6x6 POST w/ (2) 10" LONG SDHS TN SCREWS TO 12x12 PURLIN.
21. USE EITHER 'U' TYPE HANGERS OR (2) 14"Ø SDS TN SCREWS FOR FLUSH RAFTER ATTACHMENTS.
22. HUCQ610 HANGER.
23. MTHMQ-2 HANGER, FLATTEN MIDDLE TABS & NOTCH ROOF JOISTS AS NEEDED TO FIT.
24. SHAPED BUILT-UP, 1114" DEEP MIN. LEDGER MADE w/ (4) LAYERS OF 3
8" PLYWOOD GLUED w/ CONSTRUCTION ADHESIVE. ATTACH w/ (4) 0.22"Øx5" SDWS SCREWS EACH STUD (16"oc MAX).
25. MTHMQ-2 HANGER, FLATTEN MIDDLE TABS & NOTCH DOUBLE HIPS AS NEEDED TO FIT. PROVIDE (3)0.22"Øx10" SDWH SCREWS THRU (3) MEMBERS FROM EACH SIDE.
26. 6x12 DF#1 ROOF JOISTS AT 32"oc.
27. A35 OR RBC CLIP FROM RAFTER TO STRUCTURAL FASCIA.
28. MSTA 36 STRAP ABOVE BEAM AT TOP ⅊ SPLICE.
29. 112" STEP IN ROOF SHEATHING, TOP SURFACE TO BE PLANED OUT w/ ROOFING FOAM TO REQUIRED
SLOPE PER ARCHITECTURAL.
30. 6x12 RAFTER AT CHIMNEY WALL LINE.
31. TRIPLE 2x12 RAFTER w/ HU212-3 TO ARCHED GLB's.
32. NOTCH RADIAL 334" GLB FOR STAIR TREAD AS REQUIRED, HOLD I-JOISTS BACK AS NEEDED, USE END
STIFFENERS.
33. 6x6 POST w/ ECCQ66.
34. HU46TF HANGER.
35. CONTRACTOR TO COORDINATE LOOK OF END OF RADIAL BEAM AT COLUMN.
36. ICE SPLITTER OVER BUILD AS IN
37. OVER BUILD FRAMING AS IN
#
9S-4.4
10S-4.4
11S-4.4
6S-4.4
1S-4.3
13S-4.4
MAIN ROOF FRAMING KEYNOTES PART 'A'
2S-1.5
1S-1.5
1
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