7320 SW BONITA ROAD Ile
•
STRUCTURAL NOTES_ �-
MjECT DESCRIPTION b EVALUATION w
WOOD GLNERAL a
THESE DRAWINGS ARE PROVIDED FOR REPAIRS TO AN EXISTIh:G 1-STORY, APPROXIMATELY 10,000 SQUARE FOOT MANUFACTURING BUILDING
1 ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH (NORTH), VISUALLY GRADED 1. ALL CONSTRUCTION SHALL CONFORM TO THE `1997 UNIFORM BUILDING CODE" DAMAGED BY FIRE. THE DAMAGED PORTION OF- THE BUILDING IS A PRE-ENGINEERED STLE, STRUCTURE BUILT SEPARATELY FROM THE MAIN w
OR MACHINE GRADED UNDER THE 1970 LUMBER GRADING RULES OF WEST COAST (UBC) WITH 2003 STATE OF OREGON STRUCTURAL SPECIALTY CODE AMMENDMEN-IS. CONCRETE BUILDING AT AN UNKNOWN DATE AND MEASURES APPROXIMATELY 46 FEET X 58 EET IN PLAN. THE STEEL BUILDING ALSO HOUSES w
LUMBER INSPECTION BUREAU. ALL LUM9ER SHALL BEAR LEGIBLE IDENTIFICATION STAMP. A TWO--STORY, 400 SQUARE FOOT WOOD OFFICE MEZZANINE A
ALL FRAMING MEMBERS SHALL BE AS FOLLOWS: 2 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON CONSTRUCTION +t
THICKNESSMLL DOCUMENTS AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
KPI ENGINEERING VISITED THE PROJECT SITE ON NOVEMPCR 22, 2004 TO OBSERVE AND EVAII 'TE THE EXTENT OF STRUCTURAL. DAMAGE WHICH z
THE START OF ANY RELEVANT WORK. PLEASE NOTE THAT BECAUSE MUCH CONSISTED OF 7 BURNED LIGHT GAGE STEEL ROOF Z-PURLINS, HEAT AFFECTED METAL ROOFING AND DESTRUCTION OF THE MEZZANINE SECOND
2x AND 3x MEMBERS NO- 2 OR BETTER OF THE EXISTING STRUCTURE, INCLUDING FOUNDATIONS, IS UNDAMAGED, MANY FLOOR FRAM114C AND 2x STUD WALLS OTHER NON-STRUCTURAL_ DAMAGE INCLUDED RUINED GYP UNI BOARD SHEATHING AND INSULATION a 13
4x MEMBERS AND LARGER NO. 1 DIMENSIONS HAVE NOT BEEN SHOWN AND WILL REQUIRE FIELD DETERMINATION bw
FROM EXISTING HARD POINTS DURING CONSTRUCTION. ALL RECOMMENDATIONS FOR 11E REPAIR OF DAMAGED STRUCTURAL ELEMENTS ARE INCLUDED WITHIN THESE DESIGN DRAWINGS, THESE
STUDS: 2x4 INTERIOR STUD DRAWINGS ARE. BASED ON DAMAGE READILY OBSERVABLE AT THE TIME OF KPT ENGINEERING'S SITE V SITS. ANY FURTHER DAMAGE UNCOVERED
2x4/2x6 EXTERIOR STUD 3. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. OR DISCOVERED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE STRUCTURAL ENGINEER.
2 LUMBER SHALL BE DRY AND WEU_ SEASONED, AND THE MOISTURE CONTENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDiI UITION I
SHALL NOT EXCEED 19% OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRLCTION. i �N
3. LUMBER PRESSURE TREATED WITH CHROMATE D COPPER ARSENATE PRESERVATIVE (CCA) ANY WORK PERFOR11,1cl1 IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY
SHALL NOT 6E USED IN RESIDENTIAL CONTRUCTION. CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN
EXPENSE AND kJ NO EXPENSE' TO THE OWNER. "
4 WOOD MEMBERS IN CONTACT WITH CONCRETE, MASONRY OR SOIL SHALL BE PREURE
TREATED WOOD MEMBERS EXPOSED TO WEATHER MAY BE PROTECTED BY EXTERIOR 4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL 1 �
GRADE PAINT IN LIEU OF P.T., PROVIDED THAT MEMBER LOCATION ODES NOT PROHIBIT NOTES. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALT_ BE AS SHOWN _
MAINTAINANCE OF PAINT COAT. FOR SIMILAR. WORK. STAMP
5. ALI_ STRUCTURAL PLYWOOD SHEATHING SHALL BE DOUGIAS FIR STANDARD GRADE voizovESS j�.
STRUCTURAL ' WITH EXTERIOR GLUE CONFORMING TO THE LATEST EDITION OF PST. 5' THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE q
THEY DO NOT INDICATE THE METHOD OF CONSTRUCYION. THE CONTRACTOR Q��R� P Ti i^
ALL PANELS SHALL BEAR LEGIBLE DFPA STAMPS ORIENTED STRAND BOARDS (OSB) MAY <., P F: p
BE SUBSTITUTED FOR PLYWOOD SHEATHING IF IT IS RATED BY APA'S PERFORMANCE SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, Q)
STANDARD RATING AND IS CONSTRUCTED OF 4 PLIES MINIMUM, SHEATHING SHALL BE N
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LAID FACE GRAIN PERPENDICULAR TO FLOOR AND ROOF FRAMING. SHEATHING SHALL BE BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. o
OBSERVATION VISITS TO THE SITE 6' THF STRUCTURAL ENGINEER SHALL NOT _xp. 6/30/06
LAID EITHER FACE GRAIN PERPENDICULAR OR PARALLEL TO WALL STUDS. INCLUDE INSPECTION OF THE ABOVE ITEMS.
6. CONNECTION HARDWARE SHALL BE PER SIMPSON STRONG-TIE CO. (OR ENGINEER sl Ci V o,/
APPROVED EQUAL), HARDWARE SHALL. BE FULLY 'TAILED FOR MAXIMU-J CAPACITY 6. LOADS DUE TO TEMPORARY PLACEMENT OR STORAGE OF CONSTRUCTION qTf OF CLEC'
PER MANUFACTURER'S RECOMMENDATIONS, U.N.O. ALL JOISTS, BEAMS AND HEADERS MATERIALS ON FRAMED ROOFS OR FLOORS SHALL NOT EXCEED THE DESIGN
WITH NON-BEARING END SUPPORTS SHALL HAVE SIMPSON HU HANGER OF SIZE LIVE LOAD. THE CONTRACTOR SHALL PROVIDE_ ADEQUATE SHORING AND BRACING SW BONITA ROAD
RECOMMENDED FOR MEMBER, U.N.O. HANGERS OR OTHER HARDWARE IN CONTACT WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. — — -----r — — — --- — — —WITH WOOD MEMBERS WHICH HAVE BEEN PRESSURE TREATED USING EITHER ALKALINE I GENERAL.CONTRACTOR
COPPER QUAT (ACG TYPES B AND D) OR CLIPPER AZOLE (CBA-A, CA-B) SHALL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLASHING, SEALING AND
HAVE A HOT-DIPPED GALVANIZED RATING OF G-185 OR APPROVED EQUAL. - WATERPROOFING MEASURES, UNLESS NOTED OTHERWISE. OREGON HOME IMPROVEMENT, CC'
7. ALL NAILS FOR CONNECTING WOOD MEMBERS SHALL BE COMMON NAILS, UNLESS \ EXISTING MANUFACTURI�C BUILDING_ 17255 PILKINGTON ROAD
8. DESIGN LOADS: ROOF •25 PSF SNOW' I LAKE OSWEGO, OR 97035
NOTED OTHERWISE MINIMUM NAILING REQUIREMENTS OUTLINED IN UBC (SNOW) i—' STORIES: 1 503 635-6248
TABLE 23-i1-P-1 SHALL BE FOLLOWED UNLESS NOTED OTHERWISE. COMMON NAIL - DRIVEWAY AREA: 2,400 S.F I 503 636-7183 FAX
SIZES ARE LISTED AS FOLLOWS: _-_ _ _ _ CCB 34908
COMMON NAIL SIZE STANDARD LENGTH SHANK DIAMETER LIGHT GAUGE COLD-FORMED STEEL ` y ------�
6d 2" 0,113 1. COLD-FORMED STEEL SHALL BE DETAILED AND FABRICATED BY A LICENSED 1
FABRICATOR IN ACCORDANCE WITH THE AISI NORTH AMERICAN SPECIFICATION
8d 21/2" - C.13 i" FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS (LATEST a.
10d 3" 0.148" EDITION).
12d 31/4" 0.148" 2. ALL COLD-FORMFD STEEL SHALL CONFORM TO THE ASTM DESIGNATIOI I AS
15d 31/2" _ 0.162" INDICATED BELOW, U.N.O.: \ I
16d 4" 0.192" COLD-FORMED LIGHT GAGE SHAPES: A-446, Fy = 55 KSI GRADED
ROOF AND WALL PANELS (R PANEL): A-446, Fy = 80 KSI GRADE E�
c c n c 112'0 BOLTS: GRADE 5 .p
NAIL. USED IN WOOD MEMBERS THAT HAVE BEEN PRESSURE TREATED USING � _ I
EITHER ALKALINE COPPER QUAT (ACQ TYPES B & D) OR COPPER AZOLE (CBA-A, \ FIRE DAMAGE
CA-B) SHALL BE STAINLESS STEEL. OR SHALL HAVE EITHER A MINIMUM HOT- '0PARKING
0 b REPAIR ZONE I J
DIPPED GALVANIZED RATING OF C-185, A MINIMUM ELECTROGALVANIZED CLASS EXPANSION ANCHORS !\ LOT - ---
RATING OF 40, OR OTHER APPROVED CORROSION RESISTANT COATING.
1. EXPANSION ANCHORS SHALL BE INSTALLED TO DEPTHS INDICATED ON PLANS & I E-
1 8. USE OF MACHINE OR GUN NAILING IS ACCEPTABLE PROVIDED THAT NAILHEADS P _ __ EXITING MANUFACTkORING BUILDING �
DETAILS INTO CLEAN, PRF-DRILLED HOLES PER THE MANUFACT,JRER'S
I DO NOT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A SPECIFICATIONS AND ICBO GUIDELINES. T 1 � STORIES: 1uj
HAND HAMMER AND THAT MINIMUM ALLOWABLE EDGE DISTANCES ARE MAINTAINED. � AREA: 10,000 S.F 0 w
9. ALL NEW EXTERIOR PLYWOOD WAIL SHEATHING SHALL 8E MINIMUM 1/2" PLYWOOD 2• EXPANSION ANCHORS SHALL BE "RED HEAD TRUBOLT WEDGE ANCHORS", ITW/RAMSET
OR OSB NAILED WITH 8d 0 6/6/12 (EDGE/BOUNDARY/FIELD), U.N.O. (TLSO#1372), "HtLTt KWIK BOLT-11", HILTI, INC. (ICBO�fsF27), "SIMPSON WEDGE-ALL \� __--" - -- I a' z
ANCHOR", SIMPSON STRONG-TIE CO , INC. (IC80#3631), OR APPROVED EQUAL. M
10 UNLESS NOTED OTHERWISE, ALL NEW WOOD SILL PLATES UNDER BEARING,
EXTERIOR OR SPEAR WALLS IN CONTACT WITH CONCRETE SHALL BE BOLTED TOLLj (V
CONCRETE WITH 1/z'" DIA ANL( ; R BOLTS SPACED AT 4'-0" ON CENTER 1- N
(MINIMUM OF 2 BOLTS PER WALL). BOLTS SHALL EXTEND A MINIMUM OF 7" INTO Q
CONCRETE. AT SLAB-ON-GRADE CONSTRUCTION, "RAMSET" 7/32 POWDER DRIVEN
PINS AT 1/3 OF BOLT SPACING MAY BE SUBSTITUTED FOR ANCHOR BOLTS AT \ ---- j I �"'� `c
INTERIOR NON-SHEAR WALLS ONLY. I O
11 ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS A W 0
SHALL BE PROVIDED WITH METAL WASHERS. vJ
12. RETIGHTEN BOLTS BEFORE CLOSING IN. uj
13. PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE JOISTS. I W Tri. cn
14. PROVIDE SOLID, FULL 2x BLOCKING UNDER PARTITIONS WHICH ARE PERPENDICULAR
TO THE JOISTS. LIJ O
15 TOP PLAT OF ALL STUD WALLS SHALL BE. TWO PIECES THE SAME SIZE AS THE cn_—
STUDS. SPLICES ARE TO LAP 4'-0" MINIMUM AND BE NAILED WITH 12-16d NAILS PROPERTY LINE '—
MINIMUM EACH SIDE OF JOINT
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PERMIT SE t ISSUE -7/20/04
ISSt1F DE -3UPTION
SHEET TITLE
GENERAL NOTES,
PROJECT DESCRIPTION
& SITE INFO
M
Et�IGlit UAAW►I lf`
MN
DATE /lIOJEC?NU678E R
12/?0/04 1 G41Ei•
VIEW OF WORTH BUILDING EXTERIOR VIEW OF HEAT-WARPEDZ-PURLIN SHEETNLMR
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Q NE i. NOTES PROJECT DESCRIPTION, SITE PLAN & PHOTOGRAPHS 1 INCH = 2Q F' �
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1�. SHEET NOTES: I
w 1. SEE SHEET S1.O FOR GENERAL NOTES.
2. — INDICATES EXISTING (E) STRUCTURE
c
NOTE: MINOR RIBS NOT SHOWN = 3. INDICATES NEW (N) CONSTRUCTION •
4. .-.I'� INDICATES STEP OR ELEVATION CHANGE. z
PANEL TYPE THK. WT. Ix (IN ) ! Sx (IN 1T Ix (IN ) S. (IN ) = R
IN, PSF POSITIVE BENDING POSITIVE BENDING
_ REPLACE 26 CNA. METAL WALL PANEL FULL HEIGHT a
SUPER-SPAN .Oi98 0.98 .0520 .0505 .0423 .0793 z
yl-- SEE R-PANEL SCHEDULE
26 CAQf, R PANEL SECTION PROPERTIES
➢ _
• F-0't 2'-C" 5'-0' ���
KL LOVER
CONCTIC',
METAL ALL PRODUCTS SHOWN MANUFACTURED BY "AEP-SPAN', (E) MEZZANINE BELOW.-- r41R --
DALLAS, TX. PRODUCT SUBSTITUTIONS ARE ALLOWED I FORMED HORZ. C-GIRTS
PROVIDED THEY HAVE SECTION PROPERTIES EQUAL TO SEE 1 FOR REPAIRS. SPACE^ <' '. .. . I) ESSiO,,,
OR GREATER THAN THOSE LISTED IN TABLE ABOVE. 52. O'Q4 P
_ . T__ _ — -- --� xp. 6/30/06 z
R-PANEL SCHEDULE
2 NTS. _ (E) CONC WALL — -- ti S/4)fivo, '
�I 00 I OF
a O GEHER cowcg
I
350*
OREGON MUNI. IMPROVEMENI, GO
.0" I N O 17255 PILKINGTON ROAD
O I LAKE OSWEGO, OR 97035
--� ® (503) 635-6248
O __ --� w 50136.
636-7163 FAX
'raj z — I CCB 34906
0.
L -
12 GA. •�--- 4 (E) STEEL GABLED FRAME /ifs \ —i,,.� : \J
o (t=.1046") v
• (E) 3/4"o ROD E'RACING I" ? 52 / \
W/COUPLER TYP \ • --�- — _
\TMP / �.----. /
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R=0.25'
!\ SLOPE
ADJACENT BUILDING -�r o // \\\ w ® /// \\\ (/�,
1Ox3.5Z12 PURLIN SECTION PROPERTIES (NO WORK) r r -
AREA = 1.795 INZ \\
WT. PER FT. - 6.108 LOS / \ O O �
$= 5.241 IN
I x ,a 28.027 IN' uJ
(E) STEEL CABLED FRAME
C
rn
TYPICAL ROOF Z-PURLIN I 0 p
3 NS. m
a °
.To
fr(N) 26 GA METAL ROOFING
I OVER ENTIRE ROOF TYP W/ LLI
FASTENERS PER MANUFACTURER. zw w
SEE R-PANEL SCHEDULE. , u EO
PROVIDE R11 INSULATION AT I M o LNV Q
ENTIRE ROOF TO MATCH (E) I ai LJ- M
- 0 LL
I w
(N) Z-PURLIN �\
PER PW. ,�-.,,, ui
IN; INSULATION — PER MTL PLAN ROOFING
PER PLAN
II` . - - - - - - - - - - - - - - - - - - - - - - - - " - - - - - _ - - - - - - - - — - - - - - - - - ` - - \ \
V ) _
- ((N)) 1/ EO M.B. IN
(E) HOLE EA. END
OF PURLIN TYP
(E) WF BEAM - -' REMOVE 14 RE-INSTALL
(E) L1 3/4x KICKERS k I
BOLTS WHERE OCCUR
SECT" / 46 -3 : -
;E' ISSUE
INSIR DFSQI/!K)11 _.
SHEET
TITLE
SECTION C PURLIN CONN TO Wx BEAM ROOF FRAMING PLAN
- N IS DETALS
PARTIAL ROOF FRAMING PLAN EHOIMfE. 4rE
/•fi - �. DATE nnlin NWWR
SHEET NUMMI
S2 . 1
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JST TO REPLACE (E) — '_
x
(N) R21 INSUL -- ----
LR WALL -_— I
-- .v (N) 2x4 WALL ABOVE - sT.wr
TYP 4 (N) R15 INSUL (N) 5/6' TYPE X TO REPLACE (E) TYP
TYP O WALLS GYP. BD. CLG & = NO WINDOW PENETRATIONS QgOFES$/�
WALL FINISH TYP qI ALLOWED.
` 58 78 n
Exp. 6/30/06
(N) '"
STUD WALL - OFFICEE]
PER 2/S2.2 TO ,, s CIV 1t
(TYP AREPLACLL (4,SIDES) I l4 JE OF ORf-C3T'
(N) 202 0 16" O.C. -- ((N) 3/4" CDX PLYWOOD �? GENFMLCOMMCTOx
i FLR JST TO REPLACE (E) (OR OSB) UNBLOCKED
(P1=32/16) W/8d OREGON HOME IMPROVEMENT, LG
TYP O 6/6/12 _ ' 17255 PILKINGTON ROAD
- - I LAKE 05WEG0, UR 97035
(503 635-6248
I (503 63fi-7183 FAX
_ -� - CCB 34908 {
I
{ I 1 -0• ___..� e i - (N) 45 MIN. li
T.O. WALL RATED DOOR
'E) STAIRS TO ji
REMAIN (N) /2 COX PLYWOOD (OR OSB)
W/ Bd 0 6/6/12 TYP ALL \
- -- - - - - - - EXTERIOR WALLS. INSTALL 0 _ (E) 2x4 STUD WALL
INTERIOR FACE ATN & E FRAMING TO REMAIN I
-- WALLS TYP. (TYP ALL 4-SIDFS -- - _
8
0 1ST LEVEL) j ----- -
_ _ _ c - c _ c :: z
OFFICE
PRO'JIDE LSTA49 STRAP
I FLOOR TO FLOOR EA.
ON ! CORNER OF MEZZANINE. I ^
NAIL STRAP EQUALLY TO (f j
- CORNER STUDS ABV &
VERIFY OR PROVIDE BLW FLOOR. ui
+/ "0 A.B. 0 48. O.C. , Z
S2/S2.2 FOR (N) /
EXPANSION ANCHOR INFO • _0 O M
Ix
) -----
- / - ~
TTOREMAIN (NDAM DAMAGE)
3
A N I�
SECOND FLOOR FRAMING NOTES' .�...
x7 1. SEE SHEET S1.0 FOR GENERAL NOTES. Q C
(E) CONIC S.O.C. 0
2. INDICATES NEW (N) CONSTRUCTION m Q
3. ------ INDICATES EXISTING (E) STRUCTURE TO REMAIN N LE;,J -�
4. INDICATES (N) 2x SND WALL ABOVE, TYP U.N.O. ui of U) N
5. - " " INDICATES (E) 2x STUD WALL PELOW LU N
1 M
FULL HEIGHT SECTION THROUGH MEZZANINE
v."=' -o" 3 MEZZANINE 2ND FLOOR PLE.Nu y{=1'-0•
HEADER PER SCHED HEADER SCHEDULE (SEE NOTE 1) ui
SEE NOTE 1 PROVIDE DOUBLE
\` KINGSTUD WHERE OPENING WIDTH HEADER SILL WHERE OCCURS
(2)16d FACENAILS --- OPNG EXCEEDS 6'-0' MIN PLATE SPLICE * —SEE SHEAR TRANSFER UP TO 6'-0" 4x8 2x
THROUGH ONE It ( 4'-0' W/(12)16d I / SECTION OR PLAN -"- ---- - - r
TO STUD \ U.N.O. ON PLAN ` _ 6'-0" TO 8'-0" 4x10 (2) 2x
8=0" TO 10'-0" 4x12 (3) 2x
+1
' i SILL NAILING PER 2x C) PER
X/SX.x SECTION 2x STUDS PER
A34 11 - PLAN 0 16" O.C. PROVIDE NOTES..
Bd 0 6" UC 48" O.C. L DOUBLE (2)16d FACENAILS - - --- --
� � TRIMMER �' 1 HEADERS, KINGSTUDS AND OTHER
2x6 CONT. 1 �_ AT OPNG'S X STUD TO HEADER REFERENCES ON PLANS SHALL
B.N. --'—' RIM JST - , ) " - 2x TRIMMER GREATER J / \
GOVERN OVER TYPICAL DETAIL -- ----- -
(N) A35 0 & KING STUD
THIN 8'-0"- - ;� ' 2. PATCHES IN EXTERIOR SHEATHING SWILL ----
IN) 2x12 CONT 1 32' O.0 _ BN BE MINIMUM 24" IN LENGTH AND WIDTH,
RIM .IST "- - (N) R15 INSUL
Q SH,.. HAVE ALL EDGES BLOCKED AND
TYP 0 WALLS -HALL BE NAILED W/1d COMMON OR
- - °i GALVANIZED BOX NAILS 0 6/6/12
" � / (BOUNDARY/EDGE/FIELD)
B.N. ; - 3. ANCHOR BOLTS SHALL BE EITHER STAINLESS PERM'�
j ^ PRESSURE TREATED
I SILL PER SCHED STEEL, HAVE A MINIMUM HOT-DIPPED GALVANIZEO ^.nnounaN
/� 2x SILL R \ _ 1 RATING OF G-115, OR HAVE A MINIMUMELECT _ --
!-• ' STALLE��V�LLED CLASS R.s TREATEDATING OF 40 WITH PRESERVATIVES EN NKEi TRE[
TOP OF SLAB ALKALINE COPPER OUAT (ACO TYPES B&O) OR MEZZANINE 2ND FLOOR
_ _._ - COPPER AZOLE (CBA-A, CA-B). PLAN, FULL HEIGHT
ORsHEkiINc SECTION & DETAILS
AT EXISTING FOUNDATION YL,LLS, PROVIDE
(2)164 FACENAILS OR +/ "O EXPANSION ANCHOR 0 2'-0' O.C. �NGl9 .c
2,8d TOENAILS EACH 3" MIN 16d FACENAIL 0 12" O.C. INSTALLED PER GENERAL NOTES
SIDE OF STUD 9. MAX FULL HEIGHT MULTIPLE STUD 1/2"0 x 10" A.B. 0 4'-0" O.C. MAX (2+/4 EMBED & 29/,6 MIN EDGE DISTANCE) DAn m,',IEr'. NsVM
OR 16d COMMON 0 6" O.C. AT WOOD
FRAMED WALLS. SEE NOTE 3. -
sncr, R,xxrx
SHEAR TRANSFER ® FLOOR !"=I 075 CHEAR TRANSFER L; CEILING L, 4 TYPICAL BEARING/SHEAR WALL FRAMING 3/6" D" Z S 2 . 2 ,
Cni
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h � 8 9 20 21 2{2 23 24 25"
oull �i I n "�$dh4dI li l'Rpair.s�
......
26 27 29 " O 30
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