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6 MIL VAPOR BARRIER OR EQUIVALENT
41' co I ® WATERPROOFING BETWEEN COMPACTED
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SUBBASE AND FOOTING/SLAB
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�' ` I ' Ii — I I 6 MIL VAPOR BARRIER OR
I ONE STORY: X= 12„" WITH (2)#4 1
EQUIVALENT WATERPROOFING
TWO-STORY: X= 16"WITH (3)#4 1 ` ; L 1 ; BETWEEN COMPACTED
2 I o THREE-STORY:X=20"WITH (3)#5
1 I SUBBASE AND FOOTING/SLAB
51.01 J
1 6I I I L % FOOTING, PER PLAN
c? I 51.01 I 00 3/4" = 1'-0" V ch
0 16'-2° 22-4 I I SECTIONRECESS W LLI N
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---- -2-6- - , _. n COMPACTED SUBBASE AND `I, I I I r
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____________ _._..____ - - 12"#5 REINFORCEMENT BARS
8 1._�..__ 8'F�II____ 6 MIL VAPOR BARRIER OR EQUIVALENT
AT 48"O.C. IMAX
__ ....... . _.. . . -___
! WATERPROOFING BETWEEN COMPACTED.,
SUBBASE AND FOOTING/SLAB
EXISTING FOUNDATION
� I ONE STORY: X= 12"WITH (2)#4
TWO-STORY. X= 16"WITH (3)#4
THREE-STORY: X=20"WITH (3)#5 w.
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i � KITE I� EA�IN� FCJ®TING � �
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12"#4 DOWEL, 6" INTO
SEE PLANS FOR CURB HEIGHT � 314"
EXISTING SLAB AND NEW X/2
FOOTING, TYP 4.
41i
SHEAR WALL ANCHOR
_
FOOTINGS. CENTER FOOTING
UNDER END OF SHEAR WALL.
j M I- I ONE STORY: X= 12"WITH (2)#4
C __ 8 1� X ..5„ TWO-STORY: X= 16„_WITH (3)#4
THREE-STORY:X=20"WITH (3)#5
12"#4 DOWEL, 6" INTO
6 MIL VAPOR BARRIER
co N
EXISTING SLAB AND NEW 1
FOOTING, TYP 4. c M m
EARI URB STEP SECTION �N
W Q
3/4" = 1'-0" a
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4 SEE PLANS FOR CURB HEIGHT
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8" 8" -` 4" EQUIVALENT WATERPROOFING SSC NED c� � Y N
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_ _ __ __ __.. ___ __ _. _ _j BETWEEN COMPACTED SUBBASE
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TYP, POST 2
F_�-7 FOOTINGS F--`--I I- /`�/V
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--------------I I-------------- --I i----------- —
26'-2" 10'-0" 12'-0" - 10' 0"
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7rr GEOFFREYlV��dR�I�E `P.E.59328
02-10-16
r
33'-2" IE € '
Sheet No.
I MAS 1 rile
1/4"= 1'-0"
A S1 , 01
8"x8" THICKENED EDGE WITH C 24"x 4"x12" DEEP FOOTING
(1)#4 CONTINUOUS WITH (2)#5 BARS EACH WAY ~® `
( 18°'x18"x12" DEEP FOOTING
�._./ OF
WITH (2)#5 BARS EACH WAY
EL
0- C��7
1 cD CJ U
53.01 VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF FRAMING NOTES AND LEGEND
< A ) STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO
�-_-J STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. P
WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS STUD MATERIAL: 2x No. 2 SPF, UNO.
WITHIN 12"OF BEARING,NO LTT20B IS REQUIRED. o
PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST HEADERS: tA
< B ) WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 1 Od ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
�-J NAILS IN ALL HOLES. UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148 X �= U) a
---------------� �,_.._ 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E w O w
FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z ® w
WITH 1 Od NAILS AT 3"O.C. THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. ° a 0
of
4 / HEADER NOTATION IS: w w co
53.01 5 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB w � Z j
( D ) FASTENED WITH Bd COMMON NAILS AT 6"O.C. ON EDGE, 12'°O.C. IN p w
(3)2x12 4:2 S3.01 FIELD. NUMBER OF PLIES IN HEADER
(2)2x6 1:1 NUMBER OF KING STUDS
VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
E STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TOu*) o 0
(2) 2 x 6 2:1
STUD GROUT'WITH (2) MSTA30. FASTEN STUD GROUP TO FOOTING �--� C6 ti o
WITH HTT5. USE 1 O NAILS IN ALL HOLES AND 5/8"ANCHOR INTO ® ® N
FOOTING. NUMBER OF CRIPPLE STUDS P o 0
SIZE OF DIMENSIONAL LUMBER co ¢
cwl 0
0
SHEARWALLS:
.._- .. ........---- --------- _ � Z P. N M SII
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
1 BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
53.01 ARE NOTED ON THE PLAN.
Jll
5
2 4 (3)2x12 4:2 1,S3.01
V
53.01 53.01
-#/S# SHEARWALL LOCATION _j
SEE DETAILS FOR FASTENERS
(2)2x6 1:1 (2)2x6 1:1
SHEET NUMBER Lu H co
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Lu
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DETAIL NUMBER V W cc
_,. . �' - � . __ 53.01 SHEAR WALL DESIGNATION Z
W J
(2)2x8 1:1 V W U U-
BIVj1 -BEAM PORCH/GLULAM BEAM Q U
BY TRUSS Q Q
2 MANE
_ I ERIOR BEARIN W
53.01 - 3 - - NT G ALL Z Y
(2)2x8 TYP REAR A BMS;- BEAM ® U
I
- BALLOON FRAME LLl Z
PORCH BEAMS. BY�"RU�SS A
`. MA, F; ; STAIR WALL. 1-STORY THREADED ROD
Lu co
53.01
{
j A B B 2-STORY THREADED ROD
BM3-BEAM ,
A BY TRUSS -
MANF, � `` INDICATES GLAZING CLASSIFIED AS END ZONE.
(2)2X8 2:1 �� ALL OTHER GLAZING LOCATED ON EXTERIOR OF
W
53.01 STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE. SEE "COMPONENT AND CLADDING DESIGN
PRESSURES,"ON COVER SHEET.
1
_ I (2)2x10 TYP ALL
Lj
3- 10 PORCH BEAMS. GABLE BRACING LOCATION.
53.02 "@-
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8 TRUSS T06 7 1
53.01
S&02 SEE TABLE BELOW FOR SHEAR
E
t WALL HOLD DOWNS.SHEAR WALL
i._._ -' ANCHORS TO BE WITHIN 3"OF
CN f. r. DOUBLE STUD GROUP. 3"x3"SQ
WASHER AT TOP OF THREADED
ROD HOLD DOWN.
8
EXISTING HEADER
53.02 TO REMAIN. uj
---------
-7 _..._ FASTEN T06 TO
t ,
_«. ��_.�� EXISTING WALL WITH
4 A35 AT 24" O.C. -- j
F
7
53,02 I _ 7116"OSB FASTENED TO FRAMING
SHOWN LE
i W/8d AS S IN THE TAB
I BELOW
I '
10
3
t \\ I C
53.02 - HEADER KING STUDS ARE
--� _
ACCPETABLE AS SHEAR WALL
r
EN STUDS
j � I D 5 1�
- INSTALLDOUBLESTUDGROUP
I AT EACH END OF SHEAR WALL.
FOR DOUBLE SHEAR WALLS, USE
00 N
REPLACE EXISTING i
8 3 WINDOW WITH NEWc c)(4)STUDS.
N t
WINDOW AT EXISTING
53.02 EXISTING HEADER 1 i OPENING. - ; l S w
TO REMAIN. 1 L ai a w
ca m
j t j i - 1/2X3"ANCHOR BOLTS WITH 3" o 0 0
SQUARE WASHERS AT 24"O.C. L) '��-
- ......, € W AR WALL ENDS
'
BETWEEN SHE
i 0
( N
1 € N M
j E X
TRUSS T06 (2)2X6 1:1 (2)2X6 1:1 - j i m o
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E •'. .' ____ ...__.._. ... ._........_.. ._______. .__...... ..... p')
(2)2X8 2:1
.�
REVISI
3 fol co y N
SHEARWALL SCHEDULE DP#AkOCD cu 0
6
1 o B 6 6 _ _ i ANCHOR SIZE DATE �--- i
53.01 53.01 53.01 SHEARWALL EDGE SPACING SHEARWALL
53.02 TYP PORCH (2)2x10 TYP ALL DESIGNATION 8d NAILS ANCHOR AND EMBED SIGNED WAYNF
DEPTH �� ,,.........
POSTS PORCH BEAMS. ________-______ __ _._ _ Q•.: I FIC
SW 3"O.C. 1/2" ROD 1/2", 12"DEEP -
-.
----------------------------------_ ... ___._ ...... .
_ -_ _ _,_
' SW2 2..O.C. HDU8-SDS2.5 7/8", 12" � w ° .5 2
1 "(2)'° DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED.
2. 5/16" HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF SHOWN ON ® GE FFREvENl. d�EaaE`sa2a
THE FRAMING PLAN.
02-10-16
3. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN. -,
SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. ' 9 E Sheet No.
L L � _ _ _..
® F11 „ _ 4. SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS. SEE TABLE FOR
4 - 1 -0' EDGE SPACING. ti4 2016
S2 , 01
4
LL L
3/4" = 1'-0"
3 OF 7