Plans (3) SFM2020 -00001
RECENED
JAN 2 2 2020 OFFICE
CITY
�O�F TiG`;IA[RD J o
PROJECT STRUCTURAL NOTES: (STATE OF OREGON) TRIMMER STUD HEARWALL E.N.TYPICAL BUILDING LIVISI FRAMINGABOVE LIGN CRIPPLES NTH <
AS REQUIRED MIN. SHEARWALL LENGTH
GENERAL INFORMATION: I I TRIMMER STUD
1. GOVERNING CODE IS THE 2015 INTERNATIONAL BUILDING CODE AND 2017 OREGON STRUCTURAL SPECIALTY AS REQUIRED In DD
CODE.THE PROJECT WAS DESIGNED FOR THE FOLLOWING LOADS:
a.LIVE LOADS: DOUBLE TOP PLA OLDO•NN PER INIMUM HEADERo
I. ROOF 30 PSF SNOW LOAD WITH SNOW DRIFT PLAN PLAN. DONOT SEE TABL ELM FOR SIZE TO BE 4X6
STAGGER E.N.BEfNIEE
COUNTER SINK NO.OF GS STUDS @216 STUD WALL UJ m
ii.FLOOR 40 PSF MULTIPLE STUDS MIN. SHEARWALL LENGTH END STUD
INTO AND(2J 2XL@2cd Z
END STUD STUD WALL
b.GROUND SNOW LOAD: 30 PSF UNLESS NOTED
SOLID BLOCKING AT _ _ _ _ _ EN _ _ _ _ ������--..��TRIMMERSTUD OTHERVASE ON ( CD
-
c.WIND LOAD: 145 MPH EXPOSURE B(LRFD) ALL PANEL EDGES T� -IF
TI T �T UIREDT ALL AS PLANS 0/� 1
REQUIRED TO v! r-
d.SEISMICLOAD: SEISMIC DESIGN CATEGORY: D COVER BOLT HEADS. ROVIDE TRIMMERS UNDER
SEISMIC SITE CLASS: D MULTIPLE STUDS OR POST I NAILSORSCREWS NAIL MU LE STU HEADER TO MATCH NO OF KING
OTO
$S=0.901 PER HOLDO✓tlN SCHEDULE p( TOGET R HATH 160 STUDS,USE(7)TRIMMERS MIN. NG FIRST
9 �K @i D. .,TYPICAL HEADER EACH
9 SHEARWALL EW DJOINING HEADER EACH
Si= Q,412 NAILING(E.N.) PANEL EDGES
3.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING I I PLATE
,_PROVIDE
rsD-L rr WORK. FIELDNAIUNG(F.N. _ _ EXTERIOR WALL
4.SHOP DRAWINGS SHALL BE REQUIRED FOR REINFORCING STEEL,AND PREFABRICATED BEAMS OR AS T� �I I'� �I T� OPENINGS
P.T.SILL PLAT MATCH tl OF
REQUIRED BY REVIEWING JURISDICTION. SUBMIT 3 SETS OF DRAWINGS FOR REVIEW. KING STUDS
5. SHOP DRAWINGS,STAMPED BY A REGISTERED ENGINEER IN THE STATE OF OREGON ARE REQUIRED ON THE
(2)16d FIRM S IMMERT
HOLDONN PER PLA EACH SIL ATE EACH 1W,PLATE m
PREMANUFACTURED GANG-NAILED TRUSSES.SUBMIT 3 SETS OF DRAWINGS AND CALCULATIONS FOR REVIEW. WHERE OCCURS END TO EACH END
6.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS OF EACH KING
TW OF CONCR STUD PER
SHOWN FOR SIMILAR CONDITIONS,SUBJECT TO REVIEW OF AOR AND EOR. EDDYING STRUCTURAL
UL
II II II II II NOTES
SPECIAL INSPECTION: _ _ _
1.SPECIAL INSPECTION REQUIRED SHALL BE PROVIDED PER IBC CHAPTER 17 AND AS REQUIRED BY LOCAL L U)
JURISDICTION. z
ELEVATION NCHOR BOLTS
LU
PER SHEARWALL
FOUNDATIONS: SCHEDULE HDR NO.OF 0
1. FOUNDATION SIZES ARE BASED ON AN ASSUMED TOTAL LOAD BEARING PRESSURE OF 1500 PSF PER MIN. IBC NOTE: LENGTH KING O
OR
REQUIREMENTS. VERIFY WITH GEOTECHNICAL REPORT IF GEOTECHNICAL INVESTIGATION WAS PERFORMED. 1 SHEARWALL DETAIL VERTICALGEIITA ER YBE ISAL ACCEPTTAB EW/ 2 TYPICAL WALL OPEN'G ELEVATION �'°°�
2.ALL FOOTINGS SHALL BE PLACED ON FIRM, UNDISTURBED NATIVE SOIL,OR ON ENGINEERED FILL COMPACTED 51 1„=1,U„ SAME REQUIREMENTS MET 51 V=1.-0.. L=s-o• + w
TO MINIMUM OF 95%OF THE ASTM d 1557 DENSITY U.N.O.BY THE GEOTECHNICAL REPORT. 1-D S L5 Ma 2 w
3. BOTTOM OF ALL FOOTINGS TO BE EMBEDDED BELOW FROST DEPTH OR PER GEOTECHNICAL REPORT, +D•-0•=L=+z-0• a x
WHICHEVER IS GREATER. v
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x
REINFORCING STEEL:
1.ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60. O.m MAX' Z
2.WELDED WIRE FABRIC TO BE PER ASTM A185. EQ EQ 1 ' ` city Tigard Erosion trot a
3. PLACE 2-0 X 2-0 BARS AT CORNERS AND INTERSECTIONS. +•M N ISI I`+•M N TO dule Ins Ons:
INIMUM(2)BOLTS IN EACH SILL -��75
4.ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED,AND PLACED IN ACCORDANCE WITH ACI SECTION SIMPSON=15EAC INIMUM SPACING BET EENHOLESIS Call J
DETAILING MANUAL 315. SIDEAT HOLE TWICE THE DIAMETER OF THE LARGEST
5. LAP ALL REINFORCING BARS MINIMUM 30". HOLE If11I i tion:
6. SECURELY TIE ALL REINFORCING PRIOR TO PLACING CONCRETE. �' Prior t ting i coon
7.PROVIDE 3"CLEARANCE FOR ALL REINFORCING IN CONCRETE CAST AGAINST EARTH,7'FOR CONCRETE al inspeCtio
EXPOSED TO AIR,AND 1 1/2"FOR ALL INTERIOR EXPOSURE. os°MAX. NOTES: P o final building in Pe O
•OANCHOR BOLTS@46•QC. 1. NOTCHING,CUTTING Z
TYPICAL. SEE SHEARWALL AND BORING OTHER
CONCRETE: I SCHEDULE FOR OTHER SPACINGS VMIN.AFTER I-MIN.AFTER THAN SHOWN REQUIRES
1.ALL CONCRETE SHALL DEVELOP A MINIMUM 28-DAY LAB CURED COMPRESSIVE STRENGTH OF 2500 PSI. AT SHEARWALLS BORING BORING PRIOR APPROVAL FROM �f
2.ALL EXPOSED CONCRETE TO HAVE 5% PLUS OR MINUS 1%AIR, BY VOLUME,CONFORMING TO ASTM C 260. O 2, NO UCTUR L ENGIN STR OTCHIN ENGINEER. Approved plans
ING
OR BORING OF SNDS shall be on job site.
FRAMING LUMBER: b WRHIN THE MIDDLE 1/
OF THE SND HEIGHT.
1.ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH AND SHALL BE GRADED UNDER THE MOST RECENTLY o a o 0 3. DO NOT CUT,NOTCH OR
ADOPTED RULES OF THE WEST COAST LUMBER INSPECTION BUREAU(WCLIB). OFRPOSSATENDOFpS
2.ALL BEAMS AND JOISTS SHALL BE NUMBER 2 OR NUMBER 1 AS INDICATED ON THE PLANS. �, g D• g rr SHEARWALLS.
3.ALL STUDS AND BLOCKING SHALL BE NUMBER 2.
4.ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED SHALL BE PRESSURE TREATED IN ACCORDANCE Q TNACETHE DIAMETER OF THE LARGEST
WITH AWPA STANDARD C-2 AND SHALL BEAR THE AWPA QUALITY MARK. RILLED CY HOLE(MINIMUM)
1/B
1.DOUBLE ALL JOISTS UNDER WALL PARTITIONS,AND PROVIDE BLOCKING BETWEEN JOISTS WHERE BEARING WHERE SILL PLATE ISDW Ci
G
NOTCHED MORE THAN THE
WALLS ARE PERPENDICULAR TO JOISTS. PLATENADTH. INSTALLONEBOLT A
6.ALL GLULAMS BEAMS TO BE 24F-V4 TYPICAL,24F-V8 FOR CANTILEVERED OR CONTINUOUS SPAN. EACH SIDE OF NOTCH. Address shall be posted
7.ALL LVL LUMBER TO BE MICROLAM LVL OR APPROVED EQUAL.
8.ALL PSL LUMBER TO BE PARALLAM PSL OR APPROVED EQUAL. TYPICAL STUD and Visible from street.
PLYWOOD SHEATHING:
1.ALL PLYWOOD SHALL BE C-D GRADE WITH EXTERIOR GLUE MANUFACTURED IN ACCORDANCE WITH THE 3 TYPICAL SILL PLATE NOTCH DETAIL 4 NOTCHING/ CUTTING AND BORING
UNITED STATES PRODUCT STANDARD PS 1-831ANSI A199.1 "FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD"
AND SHALL CONFORM TO UBC STANDARD 23-2 AND SHALL BEAR THE APA TRADEMARK OF THE APA. S1 r• "
=r-oJ
2. PLYWOOD SHALL BE LAID WITH END JOINTS STAGGERED. W
3. BLOCK ALL SHEAR WALL SHEATHING WITH 2X BLOCKING AT ALL EDGES. w
4. ROOF SHEATHING TO BE UNBLOCKED Yz"C-D 24/0 PLY WITH 8d AT F'O.C.PANEL EDGE NAILING AND 17O.C.
FIELD NAILING TYPICAL. Q 0
5.FLOOR SHEATHING TO BE UNBLOCKED 3/4"T&G C-D 32/16 PLY WITH 10d AT 6"O.C. PANEL EDGE NAILING AND
17'O.C.FIELD NAILING TYPICAL, U.N.O. U) 02
2.EXTERIOR WALLS TO BE 3/8"EXPOSURE I,C-D PLY OR OSB SHEATHING WITH 10d AT 6"O.C. PANEL EDGE I 0
NAILING AND 17O.C.FIELD NAILING UNO.SEE SHEARWALL CALLOUTS AND SCHEDULE. Q LLI LL
7.OSB MAY BE SUBSTITUTED FOR PLYWOOD WITH SAME SPAN RATING. U) 0
PLY,SEE SN "NM�TMWSN°5
SCHE°. UJ
TIMBER FASTENERS: TURN1.ALL TIMBER MATERIAL SHALL BE FASTENED PER IBC TABLE 2304.9.1,"FASTENING SCHEDULE"U.N.O. +zo`@NTO OR FINISH,
OR
�}�.P.EN..SEE Cll l OF TIGATM ZSINSCHE°. . SVSCHE°.
A OUTSIDE CORNER DETAIL REVIEWED FOR ODE COMPI.IAN
Approved: [ ~
DPRCNAL TURN OTC: [
MDW
FRLSOUDWSTUDS NTERRKPMI511. Permit#: fn 1-07-0 w
OR NSIIUTgq SEE ARCH
NOTE_ Address: 17fZQ� 5 ,rD15 CrSl DATE: 01-28-2019
TYPKALATALL
SW EARNERS SLIIIC #: I. Q i DRAWN BY: JES
WTHCUTHOLDOAN PLY.SEE SW
IMNNL9 SLHED. B�': -.� Date: Z Za CHECK BY: JES
t20L. PER SEE J
sCHEO JOB: 17-105
B INSIDE CORNER DETAIL
STRUCTURAL NOTES
SHEARWALL DETAIL @ CORNER �`��` PR ' SCHEDULES & DETAILS
S1 SHEET:
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PIRES:6/30/2020
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POST&BEAM FOUNDATION, Z
INSTALL STRAP @ FACE OF L0
q STUDS ABOVE TO FACE OF POST F 00
BELOW,TYP. (n
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OPENINGS
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STRUCTURAL SHEARWALLMOLDOWN PLAN
S2 1/4"= 1'-0"
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FOUNDATION AND FRAMING PLAN NOTES:
1. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY,CONFIRM W/
DESIGNER PLANS&DETAILS FOR ALL DIMENSIONING.
2. CRIPPLE WALLS,AS REQUIRED,TO BE NAILED FOR FULL HEIGHT WALL
ABOVE.
SHEARWALL SCHEDULE (Not All Symbols Used on Plans)
3. INDICATES HOLDDOWN TYPE 8 LOCATION.HOLDDOWNS TO BE COATED
EDGE NAILS/ FIELDNAILS/ BOT.PLATE TOP PLATE 6/8^xA.B. ✓ \l AT END OF SHEARWALLS,TYPICAL U.N.O.ON PLAN.
X SHEATHING SHEAR(PCF) NAIUSTAPLE SIZE STAPLES STAPLES NAILING A36(O.C) (D.C.)
.) REMARKS
(O.C.) (O.C) (O.C) 4. BOTTOM OF FOOTINGS TO BE PLACED BELOW FROST DEPTH OR AS m
G1 5/8"GYPSUM,ONE SIDE 88 7d COOLER 4" 10" 16d @ 12" 6-0" 6-0" NOTED IN THE GEOTECHNICAL REPORT,WHICHEVER IS GREATER. U) J
5. PROVIDE A MINIMUM OF 1 SQ.FT.OF VENTILATION AREA FOR EACH 150 W W
A 7/16'APA RATED, ONE SIDE 260 8d/16 GA 6'/4" 17' 16d @ 6' 1'-9" 5'-0" SQ.FT.OF CRAWLSPACE AREA.VENTS ARE TO BE CLOSABLE WITH 1/41N. �/ Q
MESH CORROSION RESISTANT SCREEN. POST NOTICE RE:OPENING L.L O
B 7/16'APA RATED,ONE SIDE 349 8d/16 GA 41a, 17' 16d @ 4" 1'-0" 3'45" VENTS AT THE ELECTRICAL PANEL.PROVIDE 8'x18"AS SHOWN ON
PLANS. I 0
C 7/16'APA RATED,ONE SIDE 490 8d/16 GA 3"/2" 17' 16d @ 3" 0'-11" 7-9" w
6. COORDINATE PENETRATIONS OF SITE UTILITIES,MECHANICAL DUCTS, Q
D 7/16'APA RATED,ONE SIDE 640 Sd 7' 17' 16d @ 7' 0'$" 7-0" USE 3x STUDS PIPING,AND ELECTRICAL CONDUIT/PANELS TO MINIMIZE IMPACTTO Q `�^ LL
STRUCTURAL FRAMING. PLUMBING FIXTURES SHOWN 1. ALL PLYWOOD TO BE APA RATED STRUCTURAL 1 EXTERIOR SHEATHING REFERENCE AND POSSIBLE FRAM NG CONFLICTS ONLY.
FLOOR FOR 7 v/ O
2. ALL NAILS TO BE COMMON OR GALVANIZED BOX TYPE. Z) W
3. FLOOR AND ROOF DIAPHRAGMS TO BE NAILED NTH 10d NAILS @ 6"O.C.EDGE NAILING AND 12"ON CENTER FIELD NAILING.USE PLYWOOD THICKNESS AS INDICATED ON PLAN. ~
7. ALL FOOTINGS ARE TO BE CENTERED UNDER COLUMNS U.N.O. ALL IL O Q
4. ATTACH RIM /OR BLOCKING TO SHEARWALL AS INDICATED IN TABLE ABOVE. F
5. ALL WALL SHEATHINGEATHING TO EXTEND FULL HEIGHT OF WALL,TOP PLATE TO BOTTOM PLATE.
WOOD POSTS TO HAVE SIMPSON BP,U.N.O.
6. ALL SHEARWALLS AND HOLDOWNS MUST HAVE CONTINUOUS LOAD PATH TO FOUNDATION. 8, ALL FOOTINGS TO BEAR OVER GRADE OVER FIRM, UNDISTURBED, O
7. USE 3"x 3"x 1/4"PLATE WASHER TYPICAL AT ALL ANCHOR BOLTS.
8. WHERE TOP PLATE FASTENING IS LESS THAN 12'0.C..USE MINIMUM BLOCKING OF 2-1/2"MANUFACTURED LUMBER(MICROLLAM LVL,OR PARALLAM PSL). NON-ORGANIC,NON-EXPANSIVE NATIVE MATERIAL,OR STRUCTURAL
9. GYPSUM SHEATHING TO BE ATTACHED W4TH SCREWS(TYPE AS NOTED IN SCHEDULE).SCREWS FOR ATTACHMENT OF GYPSUM SHEATHING MUST BE TYPE WOR S. FILL AS REQUIRED PER GEOTECHNICAL REPORT. _
10. ALL SHEAR WALLS TO BE FULLY BLOCKED U.N.O.BLOCKING TO MATCH REQUIREMENTS FOR PANEL EDGE STUDS.
11. FOR SHEARWALLS W/(2)ROWS OF BOTTOM PLATE NAILING,USE MIN.1S/4-RIM BOARD,SPACE ROWS A MIN.OF 1/2"APART,AND STAGGER NAILS. 9. REFER TO 3/S1.0 AND 4/S1.0 FOR ALL PLATE AND STUD TYPICAL
12. FOR SHEARWALLS W/STUDS SPACED AT 16"O.C.MAX.INSTALL SHEATHING WITH LONG DIMENSION ACROSS STUDS. NOTCHING,BORING AND CUTTING REQUIREMENTS.
10. ALL BEAMS TO HAVE SOLID STUD BEARING MINIMUM FROM BEARING
HOLDOWN SCHEDULE (Not All Symbols Used on Plans) LOCATION DOWN TO FOUNDATION.
DATE: 01-28-2019
ALLOWABLE MINIMUM
O SIMPSON MODEL LOAD(LBS.) POST FASTENERS ANCHORS REMARKS DRAWN BY: JES
THICKNESS
4A MSTCM40 4220 (2)2x STUDS 26-16d SINKERS IN WOOD CHECK BY: JES
14-1/4x1 3/4 TITEN IN CONCRETE
JOB: 17-105
4B MSTC40 2695 (2)2x STUDS 18-16d SINKERS
ROOF FRAMING NOTES:
5 MSTC52 4235 (2)2x STUDS 44-164 SINKERS - 1. COORDINATE ALL DIMENSIONS&FEATURES NOT SHOWN WITH
13 HDU4SDS2.5 4565 (2)2x STUDS 12 SDS1 Ax3-1/2 SCREWS SSTB20 ARCHITECTURAL PLANS. ""t�om� STRUCTURAL LAYOUT
1. NAILS ARE TO BE COMMON WIRE NAILS,U.N.O. 2. 0 INDICATES SHEARWALL TYPE,SEE SHEARWALL SCHEDULE. �qGv PR�FcC
2. HARDWARE IS TO BE SIMPSON,U.N.O.
3. HOL.DOWN HARDWARE CAN BE EXTENDED NTH A307 THRD ROD AND COUPLER. 3. INDICATES PERFORATED SHEARWALL. ARROWS INDICATE LENGTH OF SHEET:
4. ALIGN ALL HOLDOWWNS FOR THE FULL HEIGHT OF STRUCTURE. �(q} PERFORATED SHEARWALL, PROVIDE NAILING PER SHEARWALL
5. ALL HARDWARE TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. V SCHEDULE @ PANEL EDGES&AROUND ALL OPENINGS FOR ENTIRE WALL
6. HOLDOWN ANCHOR BOLTS ARE IN ADDITION TO TYPICAL SILL PLATE ANCHOR BOLTS. LENGTH
7. CAPACITIES PER REVISED SIMPSON CATALOG C-2015.
& EXTEND THREADED ROD TO WITHIN 3"CLEAR OF BOTTOM OF FOOTING. 4. �p�� INDICATES SHEARWALL LOCATION BELOW FRAMING. SEE SCHEDULE.
9. STRAP HOLDOWNS(MSTC ETC.)LOADS ARE BASED ON FLOOR TO FLOOR CLEAR SPAN TABLES W/A CLEAR SPAN OF 1S"(11 7/8-12 DEPTH). P!(((!(�/��lGl!!d 0 ON R
5. TYYPPI SAL EXTERIOR HEADER IS 4X6 D.F. USE(2)2x6 TRIMMERS LINO ON V Y13P .
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6. SEE SHEET S1 FOR STRUCTURAL NOTES.
PIRES:6/30/2020
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}¢"PLYWOOD/OSB SHEATHING MIN.,
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TYP.@ ROOF w/8d @ 6'o.c.P.E.N.8 N
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GENERAL ENGINEERING NOTES: 1 l� SoIQ of@EZ
1. COORDINATE ALL DIMENSIONS 6 FEATURES NOT SHOWN WITH 54
DESIGNERS DOCUMENTS. y I T' uj
2. TYPICAL HEADER IS 46 DF NO.2 USE 1 KING STUD 8 1 TRIMMER Fl Fl
UNLESS NOTED OTHERWISE. I TYd. dI oF> �2a I I I I 1 1
1 RAF ER/COL N 4 0 +B m
8 SEE SHEET
SI FOR STRUCTURAL NOTES AND SHEET S2 FOR S1 TIN
4. REFER TO 7/S4 AND 6S4 FOR PLATE AND STUD TYPICAL NOTCHING TYP.
BORING AND CUTTING REQUIREMENTS.
SHEARWALLS — —
2 FN-
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TYP. @ TYP. sa 0
OPENINGS U
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3 ROOF FRAMING PLAN i W
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S3 1/4"= V-0.1 w
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2x6 LEDGER SUPPORT @ EDGES
w/(2)SIMPSON SDSY4 x 312" 2x6 DF#2 2x6 DF#2 O
SCREWS @ EA.STUD,TYP. Z
OPEN BELOWNAULTED CEILING
2x6 DF#2 2x6 DF#2
3/"T&G PLYWOOD SHTG.@
LOFT w/10d @ 6'o.c.P.E.N.8 @
17o.c. FIELD NAILING,TYP.
2
S1
TYP. @
OPENINGS
r_-� STORAGE LOFT FRAMING PLAN m
83 1/4" = 1'-0" w J
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1 ALIGN JOIST w/2x WALL ABOVE J O
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1 aZ 1 X80 Sts 16 P r
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DATE: 01-28-2019
— — — — — — — — — — — — — — — — — — — DRAWN BY: JES
— - - -- - - - - - - - - - - - CHECK BY: JES
%a"PLYWOOD SHTG.@ LOFT w/ JOB: 17-105
1 Od @ 6'o.c. P.E.N.8 @ 17'o.c.
FIELD NAILING,TYP. 1
1A FOUNDATION PLAN TYP. S4 STRUCT& FOUNDATIO
FRAMING & FOUNDATION
S3 1/4"_ 11_0„ gip PROpFS
'aGINtSjO `" SHEET:
NA S3
PIRES:6!30!2020
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(2) 16d NAILS @ EACH JOIST Q o
10d @ 6"o.c. F- w
PLYWOOD PER LAYOUT PLAN & U (+1 0
m
3/4"T&G PLY SHEARWALL SCHEDULE, LAP SH'T'G. ROOF SHEATHING PER PLAN w W
SH'TH'G PER PLAN ON RIM BOARD 1-12"MIN.w/P.E.N. w m
Z
PANEL EDGE NAILING PER Ln
2x JOISTS PER PLAN, I SHEARWALL SCHED. a0
SPAN EITHER DIR., BL'K'G ) FIELD INSTALL APPROX.8"WIDE BOUNDARY EDGE NAILING PER PLAN
@ 48"O.C. @ JOISTS STRIP SHTG.w/P.E.N.TO RIM 8
PARALLEL �� P.T.SILL PIL 2X BLOCKING,MAY R INSTALLED
PERPENDICULAR TO ROOF SHTG.
RIM JOIST Z F
2x P.T. BOTTOM PLATE W/
/\\ < F- o
0 A.B. PER SHEARWALL �:\ �i��\j\\��\�/� J Z RAFTER PER PLAN
SCHEDULE COLD JOINT IF REQ'D. o O SIMPSON H2.5 CLIP,TYPICAL. ro
6"CONC. STEM WALL w/ OJ =
MAY BE INSTALLED INT.OR EXT.
(1)#4 HORIZ TOP, (1)#4 BOT& ir ~
W 0- SIMPSON A35 @ 24"O.C.U.N.O.
#4 VERTS @ 48"O.C. w/STANDARD IL 0 PER SHEAR WALL SCHEDULE
HOOK, VERTS MAY BE OMMITTED Ir t
IF SINGLE POUR FTG./STEMWALL PANEL EDGE NAILING PER PLAN U)
IS UTILIZED w/NO COLD JOINT Lu
G.C.TO NOTCH RAFTERS(IF 2
PROVIDE 3"CLEAR BOT. &SIDES 12••KI NEEDED,BUT NOT REO'D.) 2X6 @ 24"O.C.STUD WALL W/ 0
ALL FOOTINGS TO BEAR OVER 6"MIN LAYER 3/4" MINUS EXTERIOR FACE OF PLATE TO DOUBLE TOP PLATES AND
PROVIDE PROPER FASCIA DEPTH SINGLE BOTTOM PLATE w
COMPACTED CRUSHED ROCK OVER APPROVED w
STRUCTURAL FILL AS REQ'D OR FIRM, UNDISTURBED, WALL SHEATHING PER PLAN Ir
NON-ORGANIC, NON-EXPANSIVE NATIVE MATERIAL. SEE y
FOUNDATION NOTES FOR ADDITIONAL INFORMATION. _
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SECTION @ FOUNDATION SECTION @ FRAMING
$4 3/4"= 1'-0" $4 3/
O
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STRAP MAY BE LET INTO STUD Y4••
MAX.
SIMPSON MSTCM40 HOLDOWN
SIMPSON A35 CLIP @ 48"O.C. PER PLAN 8 SHEARWALL
OR PER SHEARWALL SCHEDULE SCHEDULE w/(26)16d SINKERS
INTO DBL STUDS&(14)SIMPSON
SH'T'G PER PLAN SDSY4 x 1-3/4 SCREWS INTO
NONSTRUCTURAL 2x10 RIDGE CONCRETE
BOARD w(2)16d TOE-NAILS,TYP. 8d @ 6"O.C.
Z_ Q
ROOF SHEATHING PER PLAN M _�
(2) 16d @ EA. OUTRIGGER
�� F_
NOTE: REFER TO 1/S4 FOR i���j\�/�\/..
P.E.N. INFORMATION NOT SHOWN HERE. 5 Q 0_ m
T2xR, SEE PLAN \ COLD JOINT IF REQ'D. z 0O C /�V/xGGERS @af t- W Q
Awa
_ SH'T'G& NAILING PER 24 °'C cr o o O
SHEARWALL BELOW D . O ~ CC
co U) G W
LL I af
- - - - -- - - -- 1r 0 0
W
z D w
LL O F
2x8 RAFTER PER PLAN w/2x4 COLLAR _J = U)
TIES @ 12"MIN. BELOW RIDGE(TO BOT.
OF TIE)w/(4)SIMPSON SDSY4 x 3 SCREWS > z
EA. END > _
I..
4 SECTION @ ROOF FRAMING 5 SECTION @ OUTRIGGER s SECTION @ FOUNDATION
$4 3/4"= 1'-0" $4 3/4"= 1'-0" $4 3/4"= 1'-0" DATE: 01-28-2019
DRAWN BY: JES
CHECK BY: JES
JOB: 17-105
STRUCTURAL DETAILS
PROFFss/O SHEET:
ON tk
v oY'131
ON E. S�P
PIRES:6/30/2020