Approved BLD PLN Architectural Plans REVISION 1C.F.NTI?R Ai. N(1TRC
1. FOUNDATION CRAWL SPACE:
ALLOW 18" MINIMUM CLEARANCE UNDER FLOOR JOISTS AND 12" MINIMUM
UNDER GIRDER BEAMS. 1/2" MIN SPACE AT GIRDER ENDS AT CONCRETE.
PROVIDE AN UNDER FLOOR ACCESS WITH 18"x24" MINIMUM OPENING
2. VAPOR BARRIER:
6 MIL BLACK POLYETHYLENE GROUND COVER IN CRAWL SPACE TO BE
PROVIDED. LAP JOINTS 12" AND EXTEND UP FOUNDATION WALL.
3. FOUNDATION VENTILATION: PROVIDE 1 SQ FT. (144 SQ IN.) OF NET FREE
UNDER -FLOOR VENTILATION FOR EACH 150 SQ; FT. OF UNDER -FLOOR AREA
4. ROOF DRAINAGE SYSTEM:
CONNECT DOWNSPOUTS TO 4" DIA. RIGID, NON -PERFORATED DRAIN PIPE.
ROUTE SYSTEM INDEPENDENTLY FROM FOOTING DRAIN SYSTEM.
5. FOOTING DRAIN SYSTEM:
4" OR 6" DIA. RIGID, PERFORATED PVC DRAINPIPE. COVER WITH MINIMUM
OF 4" WASHED ROCK ON ALL SIDES USING 3/4" MINIMUM ROCK. COVER
ROCK WITH APPROVED SILT BARRIER. BOTTOM OF DRAIN PIPE TO BE AT
OR BELOW BOTTOM OF FOOTING.
6. HOUSE/GARAGE SEPARATION:
WALLS BETWEEN HOUSE AND GARAGE SHALL BE MINIMUM 1/2" GWB ON
GARAGE SIDE WITH 1 3/8" SOLID WOOD DOOR OR 20-MINUTE DOOR. WHERE
A LIVING AREA IS ABOVE THE GARAGE, THE CEILING SHALL BE 5/8" TYPE X
GWB AND ALL SUPPORTING AND POSTS MUST BE FIRE PROTECTED WITH 1
HOUR ASSEMBLY.
7. EGRESS WINDOW:
EVERY SLEEPING ROOM SHALL BE PROVIDED WITH A DOOR OR
EMERGENCY EGRESS WINDOW. NET CLEAR OPENING SIZE TO BE A MINIMUM
OF 5.7 SQ, FT. OPENABLE AREA SHALL BE 24" MINIMUM IN HEIGHT AND 20"
MINIMUM IN WIDTH. OPENING SILL HEIGHT TO BE A MAXIMUM OF 44" ABOVE
THE FLOOR.
8. SMOKE DETECTORS:
PROVIDE INTERCONNECTED SMOKE DETECTORS IN EACH SLEEPING AREA,
OUTSIDE EACH SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS AND
ON EACH STORY OF DWELLING. WIRE DIRECT TO POWER SUPPLY WITH
BATTERY BACK-UP.
9. CARBON MONOXIDE ALARMS:
ALARMS ARE REQUIRED AND MUST BE LOCATED OUTSIDE OF EACH
SEPERATE SLEEPING AREA, IN THE IMMEDIATE VICINITY OF THE BEDROOM.
10. ATTIC VENTILATION:
PROVIDE 1 SQ FT. OF NET FREE CROSS VENTILATION FOR EACH 150 SQ FT.
OF ATTIC AREA OR 1/300 IF 50% OF VENTING IS 3 FT. ABOVE EAVE. USE A
COMBINATION OF RIDGE, ROOF AND EAVE VENTS AS REQUIRED. COVER
OPENINGS WITH 1/4" NON -CORROSIVE MESH.
11. TUB/SHOWER AREAS:
SHALL BE FINISHED WITH A SMOOTH, HARD FINISH TO A HEIGHT OF 72 IN.
ABOVE DRAIN.
12. GYPSUM WALLBOARD:
A. 1/2" GWB TYPICAL AT WALLS AND CEILING, EXCEPT WHERE INDICATED
OTHERWISE.
B. 5/8" TYPE "X" GWB WHERE 1 HOUR FIRE SEPARATION IS REQUIRED.
C. WATER RESISTANT TYPE GWB AT TUB /SHOWER ENCLOSURES.
D. FIRE -RATED WALLS IN GARAGE SHALL BE FIRE TAPED.
13. STAIRWAYS:
STAIRS SHALL BE CONSTRUCTED PER PLANS AND BUILDING CODE R311.7.
MIN TREAD DEPTH 10" AND MAX RISE 7 3/4". HANDRAILS SHALL BE
34"-38" ABOVE TREAD NOSING WITH ENDS RETURNED TO WALLS. HANDGRIP
SHALL BE 1 1/4"-2" DIA.
STAIR CONSTRUCTION:
• 2x12 STRINGERS 16" O. C. MAX.
• 5/4 X 12 TREAD
• lx8 RISERS
• 2x4 FIRESTOPS
• 1/2" GWB
• STAIRS HANDRAIL PER R311.7.8
14. UNDER STAIR SPACE:
ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 1/2" GWB.
15. GUARDRAILS:
SHALL NOT BE LESS THAN 36" HIGH WITH MAXIMUM OPENING OF LESS THAN
4".
16. MASONRY FIREPLACES:
MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED AND
REINFORCED PER IRC CHAPTER 10.
17. FACTORY -BUILT FIREPLACES:
SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS INSTRUCTIONS AND IRC CHAPTER 10.
18. FACTORY -BUILT CHIMNEYS:
SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
19. CHIMNEYS/FLUES:
SHALL PROJECT MINIMUM 2 FT. ABOVE ANY PORTION OF ROOF OR BUILDING
WITHIN 10 FT. HORIZONTALLY.
20. SAFETY GLAZING R308.4:
ALL GLASS IN DOORS, TUB/SHOWER ENCLOSURES, WITHIN 24" OF A DOOR,
LESS THAN 18" ABOVE FLOOR OR OTHER HAZARDOUS LOCATION SUBJECT
TO HUMAN IMPACT SHALL BE SAFETY GLAZING. SAFETY GLAZING AND
TEMPERED GLASS SHALL BE FACTORY LABELED PER BUILDING CODE.
21. EXHAUST FANS:
RANGE, CLOTHES DRYER AND MECHANICAL EXHAUST FANS SHALL BE
VENTED TO THE OUTSIDE WITH APPROVED DUCTS AND EQUIPPED WITH
BACK -DRAFT DAMPERS.
22. VENTILATION SYSTEM:
PROVIDE WHOLE HOUSE VENTILATION SYSTEM.
A 50 CFM SPOT FAN. VTO.
B 100 CFM SPOT FAN VTO
C 100 CFM WHOLE HOUSE FAN WITH 24 HOUR TIMER AND SWITCH. 1.5 SONES
MAX. R-4 DUCT INSULATION VTO.
23. APPLIANCES:
APPLIANCES INSTALLED IN GARAGES SHALL BE PROTECTED FROM
DAMAGE AND INSTALLED ON AN 18" HIGH PLATFORM. HOT WATER HEATER
SHALL BE INSTALLED WITH SEISMIC STRAPS LOCATED ON THE UPPER AND
LOWER THIRDS OF THE APPLIANCE. THE LOWER STRAP SHALL BE AT LEAST
4" ABOVE THE APPLIANCE CONTROLS. PRESSURE RELIEF LINE SHALL BE
PLUMBED TO OUTSIDE. ELECTRIC WATER HEATERS IN UNHEATED SPACES OR
ON CONCRETE FLOORS SHALL BE PLACED ON AN INCOMPRESSIBLE,
INSULATED SURFACE R-10 OR GREATER.
24. ELECTRICAL/LIGHTING:
THE ELECTRICAL CONTRACTOR SHALL PROVIDE LAYOUT INDICATING
OUTLETS, LIGHTING, SWITCHES, TV, ETC. FOR APPROVAL PRIOR TO
INSTALLATION. THE ELECTRICAL AND LIGHTING WHEN SHOWN ON PLANS IS
SUGGESTED ONLY.
2015 WSEC TABLE R402_l.l
INSULATION AND FENESTRATION REQUIltE1VffiVTS BY COMPONENT(a)
CLIMATE ZONE 5 AND MARINE 4
FENESTRATION U-FACTOR(b) 0.30
SKYLIGHT(b) U-FACTOR 0.50
GLAZED FENESTRATION SHGC(b), (e) NR
CEILING R-VALUE(k) 49
WOOD FRAME WALL(g), (m),(n) R-VALUE 21 int
Mass Wall R-Value(i) 21/21
FLOOR R-VALUE 30
BELOW-GRADE(c), (m) WALL R-VALUE 10/15/21 int + TB
SLAB(d) R-VALUE &DEPTH 10, 2 ft
For SI.• 1 foot = 304.8 mm, ci =continuous insulation, int =intermediate framing.
a R-values are minimums. U-factors and SHGCare maximums. When insulation
is installed in a ca viry which
is less than the label or design thickness ofthe insulation, the compressed R-value
of the insulation from
Appendix Table A101.4 shall not be less than the R-value specified in the table.
b The fenestration U-factor column excludes skylights. The SHGC column applies
to all glazed fenestration.
c "10/IS/21 +TB"means R-10 continuous insulation on the exterior ofthe wall, or
R-IS continuous insulation
on the interiorofthe wall, orR-21 cavityinsulation plusa thermal break
between the slab and the
basement wall at the interior ofthe basement wall. '70/IS/21 +TB"shall be
permitted to be met with
R-13 cavity insulation on the interior of the basement wall plus R-5 continuous
insulation on the interior
or exterior ofthe wall. "TB"means thermal break between Hoorslab and
basement wall.
d R-10 continuous insulation is required under heated slab on grade Hoors. See
R402.2.9.1.
e There are no SHGCrequirements in the Marine Zone.
fReserved.
g Reserved.
h Reserved.
i The second R-value applies when more than halfthe insulation is on the
interior of the mass wall.
j Reserved.
k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to
R-38.
1 Reserved.
m Int. (intermediate framing) denotes standard framing 16inches on center with
headers insulated with a
minimum ofR-IOinsulation.
n Log and solid timber
Applicable Codes:
2015 International Residential Code (IRC)
2015 International Building Code (IBC)
2015 WA State Energy Code (WSEC)
GENERAL:
THE CONTRACTOR SHALL INSPECT
THE SITE AND SOIL CONDITIONS AND
VERIFY SITE AND BUILDING
DIMENSIONS BEFORE COMMENCING WORK.
PROVIDE TEMPORARY BRACING AS
REQUIRED DURING ERECTION.
VERIFY SIZE AND LOCATION OF ALL
OPENINGS IN FLOOR ,ROOF AND
WALLS WITH MECHANICAL &ELECTRICAL WORK.
PREFABRICATED ITEMS SHALL BE
HANDLED AND INSTALLED PER
MANUFACTURER'S RECOMMENDATION.
FOUNDATIONS:
1. EXTEND ALL FOOTINGS DOWN TO
FIRM UNDISTURBED SOIL 18 INCHES
BELOW ADJACENT GRADE.
2. CENTER FOOTINGS ON COLUMNS
& WALLS EXCEPT WHEN DIMENSIONED OTHERWISE.
3. WIDEN FOUNDATION AND FOOTINGS
4 INCHES TO SUPPORT MASONRY
VENEER WHERE APPLICABLE. VERIFY LOCATIONS.
CONCRETE:
1. CONCRETE DESIGN SHALL BE 5
SACK MIX, 2500 PSI AT 28 DAYS
UNO. TO BE AIR -ENTRAINED (5% -
7%) 3000 PSI AT 28 DAYS WHERE
EXPOSED TO WEATHER FOR DURABILITY.
2. SLAB ON GRADE (HEATED
SPACES) 4" CONCRETE SLAB WITH
1.4 bx6 W. W. MESH. 1" SAND OVER 6
MIL VAPOR BARRIER OVER 4"
COARSE GRADE GRAVEL FILL. R-10
x 24" RIGID INSULATION AT PERIMETER
WHERE SLAB IS LESS THAN 2' BELOW GRADE.
STEEL:
1. REINFORCING STEEL SHALL BE #4,
GRADE 40. ALL BARS SHALL BE
CLEAN, DRY AND TIED IN PLACE.
LAP SPLICES 15 INCHES MINIMUM.
2. ANCHOR BOLTS SHALL BE 1/2"
DIA. x 10" WITH 0.229" X 3" X 3"
SQUARE PLATE WASHERS. SPACE
AT 12" MAXIMUM AND 7 BOLT
DIAMETERS MINIMUM FROM
CORNERS, SPLICES AND PLATE
ENDS. SPACE ANCHOR BOLTS AT 6
FEET O. C. FOR SINGLE STORY AND
4 FEET O. C. FOR TWO STORY. SEE
SHEAR SCHEDULE FOR SPACING AT
SHEAR WALLS. ANCHOR BOLTS SHALL
HAVE 7" MINIMUM EMBEDMENT. 5/8" THREADED ROD,
EPDXIED A MINIMUM OF 4" INTO
CONCRETE, OR 1/2" STRONG BOLT
WITH 4" EMBEDMENT CAN BE
SUBSTITUTED FOR CAST IN PLACE ANCHOR BOLTS
WOOD FRAMING:
DF/L #2 4x/ 6x BEAMS, HEADERS, POSTS
HF #2 EXTERIOR AND BEARING STUDS,
PLATES, JOISTS, RAFTERS AND LIGHT FRAMING.
HF STD. NON -BEARING, INTERIOR STUDS, PLATES.
GLUED LAMINATED MEMBERS:
GLU-LAM MEMBERS SHALL BE A.I.T.C. CERTIFIED.
DF/DF-24F-V4 OR SIMPLE SPAN BEAMS.
DF/DF 24F-V8 FOR CANTILEVERED
BEAMS AND CONTINUOUS SPANS
WHERE NOTED ON THE PLANS.
APPLY ONE COAT OF END SEALER
IMMEDIATELY AFTER TRIMMING
SHEATHING:
ROOF AND WALL SHEATHING SHALL
BE 7/16" APA RATED SHEATHING
UNO. NAIL WITH 8d @ 6" O. C. @
EDGES, 12" O. C. @FIELD. FLOOR
SHEATHING SHALL BE 3/4" NOMINAL
T8cG APA RATED SHEATHING GLUED
AND NAILED WITH 8d @ 6" O. C. @
EDGES, 12" O. C. AT FIELD. SUPPORT
PANEL EDGES PER APA RECOMMENDATIONS.
PREFABRICATED JOISTS /TRUSSES:
PREFAB JOISTS AND TRUSSES SHALL
BE DESIGNED BY THE
MANUFACTURER. ENGINEERED SHOP
DRAWINGS AND LAYOUT SHALL BE
SUBMITTED FOR APPROVAL.
BRACING AND CONNECTIONS SHALL
BE DESIGNED &DETAILED BY MANUFACTURER.
TRUSS LOADING SHALL TAKE LIVE
LOADING SPECIFIED IN TABLE
R301.5 INTO ACCOUNT FOR BOTTOM
CHORD LIVE LOADING FOR ATTICS
WITHOUT OR WITH LIMITED STORAGE.
HANGERS/FASTENERS:
ALL HANGERS AND FRAMING
ANCHORS ARE TO BE SIMPSON OR
EQUAL. ALL METAL IN CONTACT WITH
PRESSURE TREATED WOOD ARE TO
BE ZMAX, HDG(G185), STAINLESS
STEEL, OR MEET ASTM A 153 OR A
653 STANDARDS. REFER TO IRC
R317.3.1 OR IBC 2304.9.5.1.
2015 WSEC CREDITS
Ontion 2c (L51
AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION
2c:
Compliance based on Section R402.4.1.2: Reduce the tested air
leakage to 1.5 air changes per hour maximum and All whole
house ventilation requirements as determined by Section
M1507.3 of the International Residential Code shall be met
with a heat recovery ventilation system
with minimum sensible heat recovery efficiency of 0.85.
Ontion 3a (1�01
HIGH EFFICIENCY HVAC EQUIPMENT 3a:
Gas, propane or oil -fired furnace with minimum AFUE of 94%,
or
Gas, propane or oiled -fired boiler with minimum AFUE of 92%
�M ion 5a (0.51
EFFICIENT WATER HEATING 5a:
All showerhead and kitchen sink faucets installed in the house
shall be rated at 1.75 GPM or less. All other lavatory faucets
shall be rated at 1.0 GPM or less.
EFFICIENT WATER HEATING 5b:
Water heating system shall include the following:
Gas, propane or oil water heater with a minimum EF of 0.74
PLAN NOTES
SINGLE STAGE GAS FURNACE
654.5 Sq Ft GLAZING / 3880 Sq Ft Living = 16.9%
CONSTRUCTION SEO�JENCE NOTES
1. SCHEDULE APRE-CONSTRUCTION MEETING WITH CITY
ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR)
NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE
PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE
THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF
EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY
SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN
PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE
CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/
OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION
IS ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES
8. CLEAR, GRUB &ROUGH GRADE SITE. REVEGETATE DISTURBED
AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE
IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS
SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW)
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING
FRONTAGE IMPROVEMENTS.
13. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO
REVEGETATION OF ENTIRE SITE.
14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL
TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED
UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR
APPROVED
OWNER:
Thuesen Custom Homes
514 8th Ave N
Edmonds, WA
425-772-9401
Eric Thuesen
LEGAL DESCRIPTION:
Section 24 Township 27 Range 03 Quarter
NW -LOT 3 OF CITY OF EDM SP NO
5-07-76 REC AFN 201111145006 BEING A
PTN SE1/4 NWl/4
PROPERTY ID:
27032400225300
EDMONDS ZONING:
RS-12
LOT SIZE:
12,034 S.F.
IlVIPERVIOUS:
HOUSE - 2,281 (19%)
W.P. DECK - 206 (1.7%)
GARAGE - 552 (4.6%)
DRIVE - 1240 (10.3%)
WALK - 258 (2.1%)
TOTAL - 4,537 (37.7%)
DESIGN LOADS:
ROOF LIVE LOAD: 25psf
ROOF TOTAL LOAD: 40psf
FLOOR LIVE LOAD: 40psf
FLOOR TOTAL LOAD: 50psf
WIND SPEED: 85mph
WIND EXPOSURE: B
SNOW LOAD: 25psf
SEISMIC CAT: D2
PLANS MUST BE
ON JOB (SITE
STANDI
GRADE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
DECK POST FOOTINGS
TABLE R602.3.1 PLYWOOD FLOOR DIAPHRAGM
8d @ 6" O.C. FROM SOLID GLUED AND NAILED WITH 1-1/2"
BLOCKING TO BEAM RING OR SCREW SHANK MIN
12.5 ga (0.099") SHANK DIA.
FLOOR JOISTS
PER PLAN WITH
R-30 BATTS
4x10 DF #2 BEAM U.N.O. 2x4 GUSSET EACH SIDE OF
POST NAILED WITH (3) lOd
POST TO PAD CONNECTION: TO EACH MEMBER
A23 WITH 1.5"x3" LAG BOLTS R317
AND RAMSET NAILS TO PAD PT 4x4 POSTS OR 4x6
AT SPLIT IN BEAMS
�I _ ::. ibibiK
PROTECT BOTTOM ibl !�,,'`,':'``-':� I�WSEC TABLE 402.4.1.1
OF POSTS WITH � � � �� „_, i � i q � CLASS I BLACK VAPOR
901b FELT BARRIER THROUGH-
R403.1.4 OUT CRAWL SPACE
FTG MIN 12" BELOW UNDISTURBED SOIL WITH TAPED OVERLAP
OR FROST LINE (WHICHEVER IS DEEPER) AT JOINTS
0-4 INTERIOR BEARING IN CRAWL SPACE
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
o5i2ai2o2o Eric Canter
APPROVED BY PLANNING
f�/ � O
May 26 2020
R507
PT 2x8
DECK
LEDGER
JOIST
RIM WALL
STUD
JOIST
FLOOR
JOIST
R507
DTT2 WITH THRU
D3 ROD AT EACH END
OF DECK LEDGER
R311.7.8
CONTINUOUS 1-1/4" - 2"
DIAMETER HANDRAIL
SIDING
FLASHING
DECK
JOIST
PT 2x8
R507
DTT2 WITH THRU
ROD AT EACH END
OF DECK LEDGER
REQUIRED ON AT LEAST
ONE SIDE AND TO BE � DOUBLE JOIST
BETWEEN 34" AND 38" LSC CONNECTOR AT TOP OF
VERTICALLY ABOVE OR EQUAL STAIRS
TREADS
`R302.7
MIN 1/2" GWB
UNDER STAIRS
2x12 STRINGER
WITH 2x4 SPACER
R311.7.5
-RISER SHALL BE NO MORE THAN 7.75"
-TREAD SHALL BE NO MORE THAN 10"
-GREATEST RISER OR TREAD SHALL NOT
EXCEED THE SMALLEST BY MORE THAN 3/8"
1-3 TYPICAL STAIRS
TABLE 602.3.1
- TOENAIL (3) 8d EACH
JOIST TO SILL
-16d AT 16" O.C. SOLE
PLATE TO JOISTS OR
BLOCKING*
-END NAIL (2) 16d
SOLE PLATE
TO EACH STUD *
R317 TREATED SILL PLATE
TYPIAL SLAB :`��.
<..
°3. -
XS� -
A BA E ... ...
ND S
INSULATED WALLS TO BE
2x6 HF #2 AT 16" O.0
WITH R-21 BATTS
PLYWOOD FLOOR
DIAPHRAGM GLUED AND
NAILED WITH 1-1/2" RING
OR SCREW SHANK MIN
12.5 ga (0.099") SHANK DIA.
�.
�_-
FLOOR OISTS PER
J
�,-
PLAN WITH R-30 BATTS
II
I I � :�.':`- `'
TYPIAL FOUNDATION
I I ';�!';: ".
WALL AND FOOTING
i
0-3 FLOOR AND WALL AT GARAGE
CD
R507 LUS HANGERS SHALL
DTT2 FROM FLOOR NOT OVERLAP BOLTS
JOIST TO DECK JOIST AT
EACH END OF LEDGER o 0 0 0 0 0
SEE DETAIL D3 ABOVE o 0 0 0 0 0
R507.2.1
PT 2x8 LEDGER BOLTED TO RIM WITH 1/2" LAG BOLTS STAGGERED
18" O.C. AND MIN 2" FROM TOP, MIN 3/4" FROM BOTTOM, 5" MAX
SPACING VERTICALLY AND MIN 2" FROM END
R312.3
DTT2 � 1'-6" � 4" SPHERE MAY NOT
MAX PASS THOUGH RAIL
2x4 TOP
`O � PARALLEL RAIL W/
LAYOUT 16d TO z
EACH �
PERPENDICULAR PICKET
4x4 POSTS LAYOUT
TO BE MAX
6'-0" O.C. o
2X2 PICKETS WITH (2)
1/4"x3" LAG BOLTS
D2 DECK DETAILS PER R507
-16d AT 16" O.C. SOLE
PLATE TO JOISTS OR
BLOCKING *
-END NAIL (2) 16d
SOLE PLATE
TO EACH STUD *
SOFFIT
PLYWOOD FLOOR DIAPHRAGM
GLUED AND NAILED WITH 1-1/2"
RING OR SCREW SHANK MIN
12.5 ga (0.099") SHANK DIA.
/ R-30 BATTSJ
DOUBLE TOP PLATE WITH (2) 16d TO EACH STUD
OR MUD SILL WITH (3) 8d TOENAILED EACH JOIST *
ALL CONNECTIONS PER TABLE R602.3 1
ATTIC VENTING
PER R806
3/8" - 1/2" ROOF OSB
NAILED 8d AT 6" O.C. EDGE
AND 12" O.C. FIELD
HURRICANE CLIP
AT EACH RAFTER
RAFTERS AND TRUSSSES
PER PLAN OR TRUSS MFG
VAULTED (RAFTER) CEILING
TO HAVE R-38 BATTS
CEILING TO HAVE R-49
BLOWN IN INSULATION
� / TOENAIL (3) 16d BOX
�`IV�I / OR lOd COMMON
EACH TRUSS OR
RAFTER TO PLATE
HEADER PER PLAN
3/8" - 1/2" WALL OSB INSULATED WALLS TO BE
NAILED 8d AT 6" O.C. EDGE 2x6 HF #2 AT 16" O.0
AND 12" O.C. FIELD * WITH R-21 BATTS
ALL CONNECTIONS PER TABLE R602.3 1
2-1 TRUSS OR RAFTER
-16d AT 16" O.C. SOLE
PLATE TO JOISTS OR
BLOCKING
-END NAIL (2) 16d
SOLE PLATE
TO EACH STUD *
PLYWOOD FLOOR DIAPHRAGM
GLUED AND NAILED WITH 1-1/2"
RING OR SCREW SHANK MIN
12.5 ga (0.099") SHANK DIA.
RIM JOIST TOE NAILED
JR JOISTS TO TOP PLATE WITH
*
PLAN 8d AT 6" O.C.
I
FLOOR JOISTS PER PLAN
SHEAR WALL
SHEATHING LAPS
DOUBLE TOP PLATE
RIM JOIST *
WITH (2) 16d TO
EACH STUD*
ALL CONNECTIONS PER TABLE R602.3 1
1-2 TYPICAL CANTILEVER 1_1 WALLS TO FLOOR
WALL
R403.1.3.1 R317 TREATED SILL PLATE
MIN (1) No. 4 BAR NOT TABLE R403.1.6.1
MORE THAN 48" O.C. 1/2" CAST -IN -PLACE
THE VERICAL BAR ANCHOR BOLT 7" INTO
SHALL EXTEND TO THE CONCRETE MAX 72" O.C.
BOTTOM OF FOOTING,
WITH STANDARD HOOK R506.3
EXTENDING MIN 14" 4" CONCRETE SLAB
INTO STEM WALL. �: ?' `• ; :� R506.2
•` � `" MIN 4" BASE
se.5'>�r�r.�:�r;�`:;' COURSE AND
R403.1.3 WALL a.� `•i'i�i`r�'i"a i`� i b i b
( ) I�I�Ik�ll�l�lt=6mm VAPOR
-(1)#4 HOR. IN � ' ':.`.:� Il�l�l�l�l��r RETARDER
Ik'. ;,. I�I�Ib
UPPER 12" � : , ::...g I - I I� I b'' BETWEEN
'�Ibl�Ikr: '� ' III �� BASE AND
�IbIbI�:'.'��..:' IbIbI
R405 blblblk.,.; .;;,: IbI� SIB
�Ibl �°� IbIN
DRAINAGE 'bl ���g°���� � alblk=WSEC R402.1.1
SYSTEM '::.:; ��I � RIGID R10 INSULATION
� ^ � � EXTEND DOWN MIN 24"
FOOTING *
R403.1.1 uu . � � . OR TO FROST LINE
MIN 6x12 (1 STORY) 6x15 (2 STORY) 6x23 (3 STORY) CONC. FTG.
R403.1.3
(1) WITH No 4. CONTINUOUS MIN 3" - 4" FROM BOTTOM OF FTG
R403.1.4
FTG MIN 12" BELOW UNDISTURBED SOIL OR FROST LINE
(WHICHEVER IS DEEPER)
0-2 FOUNDATION WITH SLAB FLOOR
00
WALL
R403.1.3 & R403.1.3.1
MIN (1) No. 4 BAR NOT
MORE THAN 48" O.C.
THE VERICAL BAR
SHALL EXTEND TO THE
BOTTOM OF FOOTING,
WITH STANDARD HOOK
EXTENDING MIN 14" :: WALL
INTO STEM WALL. � '.�' R404.1.4.2*
-96" MAX WALL HT WITH
�, :."..g`" UNBALANCED BACKFILL NOT
��'•:.::a TO EXCEED 48"
I �,? 'r, ; -(1)#4 HORIZONTAL IN UPPER 12"
� I -6" UNDER 54" OR BY TABLE
I � •°� '�% R404.1.2(2), OTHERWISE 7.5"
"u9:
:;. I .VAPOR BARRIER
R405
DRAINAGE
SYSTEM
R317 TREATED SILL PLATE
R403.1.6.1
1/2" CAST -IN -PLACE
ANCHOR BOLT 7"
INTO CONCRETE
MAX 72" O.C.*
FOOTING * "' " � "" ' `� � ' '
R403.1.1
MIN 6x12 (1 STORY) 6x16 (2 STORY) 6x19 (3 STORY) CONC. FTG.
R403.1.3
(1) WITH No 4. CONTINUOUS MIN 3" - 4" FROM BOTTOM OF FTG
R403.1.4
FTG MIN 12" BELOW UNDISTURBED SOIL OR FROST LINE
(WHICHEVER IS DEEPER)
0-1 FOUNDATION WITH CRAWL SPACE
ENTRY ELEVATION SCALE 1/4" = 1FT
RESUB
May 14 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
w
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REVISI N
May 14 20 0
CITY OF EDMOND
DEVELOPMENT SERVI ES
DEPARTMENT
11-26-2016
REVISED
05-03-2020
1
UPPER FLOOR
PLT HT 10'-0"
UPPER FLOOR
FRAMING 12 5/8"
LOWER FLOOR
PLT HT 10'-0"
LOWER FLOOR
FRAMING 12 5/8"
3 TAB COMP. ROOF
OVER 301b FELT
GARAGE STRUCTURE
APPROXIMATE FOOTAGE SUMMARY
UPPER FLOOR
GARAGE AREA
504
552
(9) FOUNDATION
VENTS REQUIRED
WEST ELEVATION SCALE 1/4" = 1FT
ACTUAL RIDGE 130.75
AVG GRADE
SLAB AT 103
132.93
MAX RIDGE I3�
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:::
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SOUTH ELEVATION SCALE 1/8" = 1FT
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RE USE
May 14 20 0
A MATE FOOT���-����;� RDVI Es
May 14 ��(�,
DEPARTMENT
L LOOR
360
CITY OF ED DS
838
DEVELOPMEN VICES
DEPART�CiPAER FLOOR
2167
LIVING OVER GARAGE
504
TOTAL LIVING
3869
GARAGE AREA
552
ADU GARAGE
220
COVERED PORCH
98
.,
0
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111-26-2016 I
REVISED
05-03-2020
EAST ELEVATION SCALE 1/8" = 1FT
Accessory Dwelling Unit is not approved with the building plans.
Should subsequent owner wish to use the residence as an ADU, a land
use permit for an ADU will be required.
3080 2020FX 2020FX 2020FX
Sl-6 Sl-6 Sl-6
'-8„ 4'-6" ' 6„ 3'-0" 9" 3'-0" 3'-3" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"
11'-0" 20'-0"
48'-0"
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LOWER FLOOR
SCALE 1/4" = 1FT
TABLE M1507.3.3(1)
GUEST
NUMBER OF BEDROOMS
FLOOR AREA
0-1
2-3
4-5
6-7
>7
(square feet)
Airflow
in
CFM
<1,500
30
45
60
75
90
1,501-3,000
45
60
75
90
105
3,001-4,500
60
75
90
105
120
4,501-6,000
75
90
105
120
135
6,001-7,500
90
105
120
135
150
> 7,500
105
120
135
150
165
TABLE M1507.3.3(2)
RUN TIME % OF 4 HOUR SEGMENT 25 33 50 66 75 100
FACTOR 4 3 2 1.5 1.3 1
WINI�nW SCHFI�III F
OTY
FLOOR
SIZE
DESCRIPTION
AREA, STANDARD (SO FT
3
1
4660SH
SINGLE HUNG
27.0
20.0
30.0
4
3
4050SH
SINGLE HUNG
1
3
6050RS
RIGHT SLIDING
2
2
1080FX
FIXED GLASS
8.0
5
2
2020FX
FIXED GLASS
4.0
1
2
3020RS
RIGHT SLIDING
6.0
2
2
2660SH
SINGLE HUNG
15.0
2
2
3660SH
SINGLE HUNG
21.0
1
2
4040CU
GARDEN
16.0
3
2
4660SH
SINGLE HUNG
27.0
2
1
4060SH
SINGLE HUNG
24.0
1
2
5046RS
RIGHT SLIDING
22.5
1
2
6020FX
FIXED GLASS
12.0
1
2
6060RS
RIGHT SLIDING
36.0
2
2
9060TS
TRIPLE SLIDING
54.0
1
1
4036RS
RIGHT SLIDING
14.0
3
1
2020FX
FIXED GLASS
4.0
1
1
3040FX
FIXED GLASS
12.0
TOTALS:
666.5
RESUB
May 14 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISI N
May 14 20 0
CITY OF EDMOND
DEVELOPMENT SERVI ES
DEPARTMENT
11-26-2016
REVISED
05-03-2020
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DWELLING UNIT
NUMBER OF BEDROOMS
FLOOR AREA
0-1
2-3
4-5
6-7
>7
(square feet)
Airflow
in
CFM
<1,500
30
45
60
75
90
1,501-3,000
45
60
75
90
105
3,001-4,500
60
75
90
105
120
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75
90
105
120
135
6,001-7,500
90
105
120
135
150
> 7,500
105
120
135
150
165
TABLE M1507.3.3(2)
RUN TIME % OF 4 HOUR
SEGMENT
25 33
50
66 75 100
FACTOR
4 3
2
1.5 1.3 1
FLOOR
1/4" = 1FT
WINDOW SCHEDULE
QTY
FLOOR
SIZE
DESCRIPTION
AREA, STANDARD SO FT
3
1
4660SH
SINGLE HUNG
27.0
4
3
4050SH
SINGLE HUNG
20.0
1
3
6050RS
RIGHT SLIDING
30.0
2
2
1080FX
FIXED GLASS
8.0
5
2
2020FX
FIXED GLASS
4.0
1
2
3020RS
RIGHT SLIDING
6.0
2
2
2660SH
SINGLE HUNG
15.0
2
2
3660SH
SINGLE HUNG
21.0
1
2
4040CU
GARDEN
16.0
3
2
4660SH
SINGLE HUNG
27.0
2
1
4060SH
SINGLE HUNG
24.0
1
2
5046RS
RIGHT SLIDING
22.5
1
2
6020FX
FIXED GLASS
12.0
1
2
6060RS
RIGHT SLIDING
36.0
2
2
9060TS
TRIPLE SLIDING
54.0
1
1
4036RS
RIGHT SLIDING
14.0
3
1
2020FX
FIXED GLASS
4.0
1
1
3040FX
FIXED GLASS
12.0
TOTALS:
666.5
RESUB
May 14 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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May 14 20
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CITY OF EDMOND
DEVELOPMENT SERVI
DEPARTMENT
ES
11-26-2016
REVISED
05-03-2020
N
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INS
R408.4
MIN 18x24 CRAWL
SPACE ACCESS
ABOVE WALL
INS
R408.2
NET FREE VENTING AREA TO BE
1/150 OF AREA VENTED. ONE
VENT WITHIN 3FT OF CORNER
8X16 VENT PROVIDES 70 SQ IN. NFV
[(AREAx144)/150]/70
(8) VENTS REQUIRED
® = APPROX. VENT LOCATION
INS
12" THICKENED SLAB
W/ (2) #4 AT BOTTOM
UNDER STAIRS
_�
12'-6" 3'TE 5'-0"
SINS INS
INS ' � --
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13'-2"
R408.2
NET FREE VENTING AREA TO BE
1/150 OF AREA VENTED. ONE
VENT WITHIN 3FT OF CORNER
8X16 VENT PROVIDES 70 SQ IN. NFV
[(AREAx144)/150]/70
(9) VENTS REQUIRED
® = APPROX. VENT LOCATION
R408.4
MIN 18x24 CRAWL
SPACE ACCESS
IN WALL
17'-0°
INS
INS
HATCHED FOUNDATION WALLS TO �
BE 6" WITH 12" FOOTINGS PER E.O.R.
ALL OTHER FOUNDATION WALLS TO
BE 8" WITH 16" FOOTINGS PER E.O.R. I I
INS INS �
_ I
r, WSEC R402.1.1 Z
Slab -on -grade insulation (R-10) shall be placed �
on the outside of the foundation or on the
inside of the foundation wall. The insulation
shall extend downward from the top of the slab
for a minimum distance of 24 inches.
INS INS
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26'-10"
N �-r
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6 MIL BLACK POLYETHYLENE GROUND �
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THROUGHOUT CRAWL SPACE
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GIRDERS MIN 12" ABOVE GRADE �`
13
0
N
11'-0°
48'-0"
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3" PILES WITH 12"
FOR DECK POST
GRADE BEAMS PER E.O.R. DETAILS ON PAGE 8
20'-0"
6'-0"
8'-0"
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�3 = 3" PILE LOCATION
® = 4" PILE LOCATION
FOUNDATION
SCALE 1/4" = 1FT
RESUB
May 14 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISI N
May 14 20 0
CITY OF EDMOND
DEVELOPMENT SERVI ES
DEPARTMENT
11-26-2016
REVISED
05-03-2020
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May 14 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISI
May 14 20 0
CITY OF EDMOND
DEVELOPMENT SERVI E
DEPARTMENT
N
111-26-2016 I
REVISED
05-03-2020
START FRAMING
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RESUB
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISI
CITY OF EDMOND�
DEVELOPMENT SERVI
DEPARTMENT
I TYPICAL OVERHANG
AT EAVES: 18"
-----------
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= ROOF VENT W/IN 3'-0" VERTICALLY OF RIDGE
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R806.2
TOTAL NET FREE VENTILATING AREA TO BE
1/300 OF THE AREA OF SPACE VENTILATED
IF 40-50% OF VENTS ARE NO MORE THAN
3'-0" (VERTICALLY) BELOW RIDGE AND
REMAINDER OF VENTING IS PROVIDED
BY EAVE VENTS.
AF50 VENTS PROVIDE 50 SQ IN. NFV
GABLE END VENTS PROVIDE 75 SQ IN. NFV.
2" HOLE IN BIRD BLOCKS PROVIDE 3.14 SQ IN NFV
(3 HOLES PER BIRD BLOCK)
(321,552) Square Inches of attic space
(1072) Square inches of venting required
Requirements met by:
(11) AF50 Vents
(57) Bird Blocks
RESUB
May 14 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISI N
May 14 20 0
CITY OF EDMOND
DEVELOPMENT SERVI ES
DEPARTMENT
11-26-2016
REVISED
05-03-2020
R806.2
TOTAL NET FREE VENTILATING AREA TO BE
1/300 OF THE AREA OF SPACE VENTILATED
IF 40-50% OF VENTS ARE NO MORE THAN
3'-0" (VERTICALLY) BELOW RIDGE AND
REMAINDER OF VENTING IS PROVIDED
BY EAVE VENTS.
/� AF50 VENTS PROVIDE 50 SQ IN. NFV
,, �/ �;\\ �, GABLE END VENTS PROVIDE 75 SQ IN. NFV.
2" HOLE IN BIRD BLOCKS PROVIDE 3.14 SQ IN NFV
�'; �' �j � \�*� '� (3 HOLES PER BIRD BLOCK)
�%// T� As /;'��
�is�,7� � \` (72,576) Square Inches of attic space
�/ ; �?,��C'��� , ` (242) Square inches of venting required
�` ���, � � .rp �� �� Requirements met by:
� `.\ /%'�
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SCALE 1/4" = 1FT
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RESUB
May 14 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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May 14 20 0
CITY OF EDMOND
DEVELOPMENT SERVI ES
DEPARTMENT
111-26-2016 I
REVISED
05-03-2020
r.,
UPPER FLOOR
UPPER FLOOR JOISTS
PER PLAN
LOWER FLOOR
INFILL PIECE OF SHEATHING MUST
LAP TOP &BOTTOM PLATES &NAIL TO COMMON
MEMBER TO INSURE SHEAR IS TRANSFERRED.
NAIL PER LOWER FLOOR SHEAR WALL CALLOUT
REFERENCE DETAIL L FOR CONNEC110N HARDWARE
EXT. SHEAR WALL TRANSFER
ACROSS UPPER FLOOR
(2 OWS 10d
NA � 6" O.C.
TO OP PLATE
ROOF SHEATHING, 10d �
TO TRUSSES ®10" O.C.
ROOF TRUSSES
3/4" PLYWOOD
2X6 OR 2X8 BLOCK-
W/ 12d NAILS � 6"
4 NAILERS
10d NAILS ®6" O.C,
TO BTM CHORD
�_10d NAILS � 6" O.C.
PLYWOOD TO 2X4
NAILER
SHEAR WALL PER PLAN
TERNATE
I TRUSS DIAPHRAM
� (INT. SHEAR WALL TO PARALLEL ROOF TRUSSES)
"SIMPSON" STRAP TIE
PER PLAN. SEE "SIMPSON"
NAIL REQUIREMENTS
PSL JOISTS ��
"SIMPSON" L90 � EA. SIDE;
& � EA. END (4) TOTAL."
INTERIOR STRAP TIE
JOIST BLOCKING
(INT. SHEAR WALL TO FLOOR BEAM)
1 2 3 4 5 6 7 8
Design Build Services, Inc �360) �93-96�9 -Shear Wall Schedule -Rev 8a - 7/2/2016
SHEATHING
NAILING
END STUDS
(MIN)
PLATE NAILING
12d
A35/RBC
@TOP PL.
1/2" A.B.
SPACING
UNBLOCKED
BLOCKED
G1-7
1 2" Sheetrock
5d Wallboard @ 7" o.c.
1 2X4
1 Row ® 14"
3'-6"o.c.
1 2" @ 6'
100
125
G1-4
1 2" Sheetrock
5d Wallboard @ 4" o.c.
1 2X4
1 Row ® 11"
3'-0"o.c.
1 2" @ 6'
125
150
G1-4+
5 8" Sheetrock
6d Wallboard @ 4" o.c.
1 2X4
1 Row @ g"
2'-6"o.c.
1 2" @ 6'
145
175
G2-7
1/2" Sheetrock
5d Wallboard @ 7" o.c.
1 2X4
1 Row @ 7"
1'-9"o.c.
1 2" @ 6'
200
250
G2-4
1/2" Sheetrock
Wallboard @ 4" o.c.
2-2X4 1-2X6
1 Row ® 5"
1'-5"o.c.
1 2" @ 4'
250
300
LRP
16" LATERAL RESTRAINT PANEL -Max Ratio 6:1 w min. 4x Header
600 Lb TOTAL
REF
2'-0" or wider LATERAL RESTRAINT PANEL
515 Lb/ ft.
APA
TT-100
Based on APA T20011-56 &Draft 156 dated June 17, 1994- higher values are allowed based on H.D. design.
ALL WALLS BLOCKED
Edge Nailing HF Spacing
HF TYP
HF WIND
S1-6
7 16" OSB
8d @6"o.c. or 16 Sta le @4"
2-2X4 1-2X6
1 Row @7"
2'-0"o.c,
1 /2" @ 6'
215
300
S1-4
"
7 16 OSB
8d @4 o.c. or 16 Sta le @2.5
2 2X4 2X6
1 Row @5
1 -5 o.c.
1 /2" @ 4'
310
434
S1-3
7 16" OSB
8d @3"o.c•
2-2X6 3-2X4
1 Row @4"
1'-0"o.c.
5/8" @ 1.7'
400
560
S1-2
7 16" OSB
10d @2"o.c.
1-DF 2-4x4
2 Row @2.5"
8"o.c,
5/8" @ 2.5'**
544
763
S2-6
7 16" OSB
8d @6"o.c. or 16 sta le @4"
3-2x4 2-2x6
1 Row @3"
12"o.c.
5/8" @ 1.5'
430
6p00
S2-4
„
7 16 OSB
" "
8d @4 o.c. or 16 sta le @2.5
4-2x4 3-2x6
"
2 Row @5
„
8 o.c.
5 8 @ 2.7 **
/ " '
620
868
S2-3
7 16" OSB
8d @3"o.c.
4-2x6 1-4x4
2 Row @3.5"
6"o.c.
5/8" @ 2'**
800
1120
S2-2
7 16" OSB
10d @2"o.c.
1-DF#2-4x6
2 Row @2"
4"o.c,
5/8" @ 1.3'**
1088
1525
Hold Down Schedule -Simpson or Equal Tension
Wind Seismic Cracked
A35
A35 -Detail 4 in Sim son Catalo
600 600 Ib @ 1.6
H1
H1 -Truss to to late lateral
415
415 Ib @ 1.6
LSDTH8
LSDTH8 LSDTH8RJ-6" wall @0.5"-12"+ f. outside corner
1690
1220
Ib @ 1.6
LSDTH8
LSDTH8 LSDTH8RJ-8" wall @0.5"-12"+ f. outside corner
2230
1610
Ib @ 1.6
LSDTH8
LSDTH8 LSDTH8RJ-8" wall @12"+ from corner
3115
2250
Ib @ 1.6
STHD10
STHD10/STHD10RJ-6" wall @0.5"-15"+ f. outside corner
2050
1435
Ib @ 1.6
STHD10
STHD10/STHD10RJ-8" wall @0.5"-15"+ f. outside corner
3145
2175
Ib @ 1.6
STHD10
STHD10/STHD10RJ-8" wall @15"+ f. outside corner
4755
3400
Ib @ 1.6
STHD14
STHD14/STHD14RJ-6" wall @0.5"-21"+ f. outside corner
3200
2685
Ib @ 1.6
STHD14
STHD14/STHD14RJ-8" wall @0.5"-21"+ f. outside corner
4165
3500
Ib @ 1.6
STHD14
STHD14 STHD14RJ-8" wall @21 "+ from corner
5345
3815
Ib @ 1.6
HDU5
HDUS w/ 5/8" SSTB24 6" Wall Min 5" from Endwall
4470
3325
Ib A.B./DF
HDU5
HDUS w/ 5/8" SSTB24 6" Wall Min 42" from Endwall
5025
3740
Ib A.B./DF
HDU8
HDU8 w 7 8" SSTB28 8" Wall Min 5" from Endwall
7615
6395
Ib A.B./DF
HDU8
HDU8 w 7 8" SSTB28 8" Wall Min 50" from Endwall
7870
7870
Ib w-4.5DF
ST24
ST 6224 to Joist - MST37 w rim
2540
2540
Ib @ 1.60
ST36
ST 6236 to joist -MST 48 w/ rim
3695
3695
Ib @ 1.60
ST60
MST60 @rim
4830
4830
Ib @ 1.60
ST72
MST72 no rim
6730
6730
Ib @ 1.60
NOTES: Based on 2015 IBC and Industry Standards assume HF for wood material u.n.o•
x1-x wall is sheeted on one side. x2-x is sheeted both sides. Hold-downs are based on 2011 Simpson HemFir Values UNO. Toenail use (� rim to top plate requires 20%
more nails than plate nailing values given ®top plate. Toenails ®G1-7/4 only. Nails to be: 8D 0.131x2.5" 10D 0.148x3" 12D 0.148x3.25 16D 0.135"x3.5"
Per AFPA SDPWS H: W ratio 2:1 max for sheetrock walls. All sheetrock wall sections w/H: W ratio of 1.5:1 to be blocked. Sheetrock walls not allowed in seismic zone E.
Anchor bolts for Hold downs are to be A307 bolts or threaded rod with 2 nuts (jammed). Min. Embedment length to be 12" in the footing. Simpson SSTB bolts can be
subsituted per the Catalog call -outs. Rebar is to be within 2" above and to the side of the head of the bolt and Simpson Strap Hold-downs.
Gypsum Wall Nailing is for all supporting members &wall to be unblocked unless noted otherwise. All OSB/Plywd walls to be blocked and have Min field nailing (� 12" o.c. if
panels are over �" thick or stud spacing less than 24" o.c..
*A35 ®top plate only required if Rim Joist is flush with Sheathing or (� interior wall &cannot be toe -nailed.
** 3x Mudsill Required. 3x wall plates are required if sheeting is spliced on the plate. If spliced on rim double rim required for 1 1/2" nail penetration. Note mudsill shear
can be different than the wall above, see calculation summary sheet.
All walls with shears over 350#/ft require 3x studs or blocking at panel joints. Double studs can be substituted when nailed together at shear wall nailing with 10d nails.
All anchor bolt spacing between 350#/ft and 600#/ft has been reduced by 50% to allow use of 2x plate. If 3x plate is used bolt spacing can be doubled in these cases.
ALL ANCHOR BOLTS ON SHEAR WALL LINES TO HAVE 3"X3"X0.229" WASHERS 2308.3.2, 2" From Mudsill edge on side with
OSB/Plywood if shear over 200 PLF per SDPWS 4.3.6.4.3.. unless hold-downs provided at wall ends per exception.
SHEAR WAl
PER PLAN
NAIL "PAR
-NAILING
SEE SCHEDI
DBL JOISTS OR PSL� SULIU tiLUI:KIN(i (,(iLUtJ
(C� JOIST PARALLEL (C� JOISTS PERPENDI-
TO SHEAR WALL) CULAR TO SHEAR WALL)
W/ A-35 PER COL 6 W/ A-35 PER COL 6
DOUBLE JOIST OR BLOCKS WHERE DOUBLE PLATE NAILING REQ'D
INTERIOR SHEAR WALLS TO
FLOOR BELOW
(2) STUDS PER
MST HOLD-DOWN
"SIMPSON" ST6236
STRAP HOEDOWN W/
(40) 16d x 2-1 /8" NAILS.
FILL ALL HOLES W/ NAILS.
JOISTS PER PLAN
(2) STUDS PER
MST HOEDOWN
EDGE NAIL PLYWOOD
TO DBE. STUD (TYP).
EXTERIOR STRAP TI E
(EXT. SHEAR WALL ACROSS UPPER FLOOR)
ROOF SHEATHING
RBC OVER SHEAR WALLS
PER COLUMN 6
ROOF SHEATHING
EDGE NAILING
BIRD BLOCKS BY
TRUSS
MANUFACTURER
EDGE NAILING -
PER COL. 3 OF
SHEAR WALL
SCHEDULE (TYP.)
PLATE NAIL PER
COL 3
16d TOE NAILING
C� RIM TO TOP
PLATES C� 12" O.C.
SHEATHING ON
1ST FACE PER
COL. 1 OF SHEAR
WALL SCHEDULE (TYP.)
AND NOTE 2
CONTINUOUS SHEETING
FROM TOP PLATE TO
MUDSILL. NAIL MUDSILL
PER COL. 3 FOR MAIN
FLOOR SHEAR WALL
CALLOUT
ANCHOR BOLTS
PER COL. 7 OF
SHEAR WALL
SCHEDULE
2 x RAFTERS
OR TRUSS TOP
CHORD
-3-16D TOENAIL EACH TRUSS
2 x CEILING JOISTS
OR TRUSS BOTTOM
CHORD
SIMPSON'S H1
li
SEISMIC TIES
C� 48" O.C. U.N.O.
II
II
SHEATHING ON
I� 2ND FACE PER
I
COL. 1 OF SHEAR
II
WALL SCHEDULE (TYP.)
rlj
IF REQUIRED
II
Ills
16d NAILING TO BOTTOM
III
PLATE PER COL. 5 OF
SHEAR WALL SCHEDULE
I
(TYP.)
��
��
�� ---
_
a
A35 PER COL 6 WHERE
SHEATHING DISCONTINUOUS.
SEE DETAIL A FOR
CONTINUOUS REQUIRMENTS.
i�II
BLOCKING AT ALL
PANEL EDGES
TYPICAL SHEAR WALL NAILING WALL TO FLOOR
NOT TO SCALE
ALT RIM
DETAIL
SIMPSON A35
FRAMING ANCHOR
PER COL. 6 OF
SHEAR WALL SCHEDULE
(TYP.)
ALT RIM
DETAIL
Ref: AFPA SDPWS Section 4.3.5.2 Design for Force Transfer
Blocking at All Panel Edges Req'd
48" 48"
Full Panel Width Full Panel Width
i__
"."
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_
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/ �2 x 4 (min. plate) � Sheeting To Be
Continuous
2-2x Continuous or Strapped Rim Over Rim Joist
Perforated Shear Wall Similar. No Horizontal Straps or blocking required.
Wall to be sheeted then openings cut and all edges nailed per schedule.
AFPA SDPWS Section 4.3.5.3 •
� BLOCKED WINDOW SHEAR �
WALL DETAIL
EXTENT OF 16" MIN.
HEADER �
Z 2 R❑WS
� 16D @
r A,
*VARIES (SEE PLAN)
2X4 TOP PLATE OR PONY WALL ABOVE
GARAGE DOOR HDR. MIN. 3x11.25
(SEE FRMG. PLAN FOR SIZE)
NAIL O.S.B. TO HDR. W/8d � 3" O.C.
OR 15g STPLS � 2.5" O.C. TYP.
2-2x4 STUDS MIN
zo 3 ❑,C,
LSTA24 VERTICAL STRAP
v
@ ❑PP❑SITE ❑F SHEETING
o
x
J
NAIL � A�L PETS. HDRS. &
�
o
��
STUDS W 8d � 3" O.C. TYP.
OR W/15g STAPLES � 2.5" O.C. TYP.
o
�
2-2x4 AT A�,Y O.S.B. JOINT 16DC�3"o.c.
IN MIDDLE 24 OF PANEL
�
w
7/16" O.S.B. (5/8" T1-11 (� TLRP)
THD14 OR PLAN NOTE CALL -OUT.
INSTALL PER MANF. RECOMMENDATION.
CONTINUO
2-2X4 PLATES, NAIL SHTG.
w/STEM 12" w/2 #4 MIN
TO EA. PLATE -SEE NOTE BELOW
AT OPENIN I
ANCH R LAG BOLTS W/ 3x� WASHER
MIN 74 MBEDMENT (1-5/8 x12 AB �IIN)
Note: Where Panel i on a rim
joist the sheeting must lap the rim
which could take the place of
the second plate. Lag bolts are to
replace anchor bolts into 4x ®RIM.
The STHD14's are to be
replaced with STHD14RJ's or added to with MST 60's at a pony
wall. MST 60's are to replace
STHD14's at a second floor
application.
SIMPSON A35
FRAMING ANCHOR
PER COL. 6 OF
SHEAR WALL SCHEDULE
(TYP.)
(3) 12d(�
45°M�
LATERAL RESTRAINT PANEL "LRP"
TLRP SIMILAR (REF: APA TT-100)
VARIES
AI All „ Ir')I I ROOF SHEATHING
2X4 BLOCKS (TYP)
■I�E�I�i�
TRUSS DIAPHRAM
X4 BRACE
X4 BLOCKS ABOVE
HEAR WALL
FG'D TRUSSES
► 24" O.C.
35 CLIPS PER
HEAR WALL SCHED.
DBL TOP PLATE
(INT. SHEAR WALL TO PERPENDICULAR ROOF TRUSSES)
�NARD � •�
'0 /
.�
P �;�
.� o.
•� z•
� 27934 .•�
SS�4NAL ENG
�/2/16
cA
Q�
V
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Q�
C�
.�
n
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CAN
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Sheet SI
Ground
Wind
Seismic
Subject to Damage from
Winter
Ice Barrier
Flood
Air
Mean
Snow
Speed
Design
Design
Underlayment
Hazards
Freezing
Annual
Frost Line
Load
CMPN)
Category
Weathering
pe th
termite
Decay
Temp
required
Index
temp
25 psf
Roof
llf�
D
Moderate
12"
slight to
slight to
NO
Min
oderate
oderat
Equivalent Fluld Pressure: 35 pcf Unrestrained and basement walls 8' or less, 50 pcf or 10H added for Restrained Ulalls
��I�C�I��L= I �1���
,4pplicable Codes:
2015 International Residential Code CIRC)
2f�15 International Building Code CIBC)
2fD15 WA State Energy Code IWSEC)
C�ENER,�L:
THE CONTRACTOR SHALL INSPECT THE SITE AND SOIL
CONDITIONS AND VERI1=1' SITE AND BUILDING DIMENSIONS
BEFORE COMMENCING WORK.
PROVIDE TEMPORARY BRACING AS REQUIRED DURING
ERECTION.
VERIFY SIZE AND LOCATION OF ALL OPENINGS IN FLOOR ,ROOF
AND WALLS WITH MECHANICAL AND ELECTRICAL WORK.
PREFABRICATED ITEMS SHALL BE HANDLED AND INSTALLED
PER MANUFACTURER'S RECOMMENDATION.
�OUND�TIONS:
1. EXTEND ALL FOOTINGS DOWN TO FIRM UNDISTURBED SOIL 18
INCHES BELOW ADJACENT GRADE.
2. CENTER FOOTINGS ON COLUMNS AND WALLS EXCEPT WHEN
DIMENSIONED OTHERWISE.
3. WIDEN FOUNDATION AND FOOTINGS � INCHES TO SUPPORT
MASONRY VENEER WHERE APPLICABLE. VERIFY LOCATIONS.
CONCRETE
1. CONCRETE DESIGN BASED ON 2500 PSI NO SPECIAL
INSPECTION REQUIRED. SUPPLIED CONCRETE TO BE SHALL BE
5.5 SACK MIX, 30m0 PSI AT 28 DAPS UNO. TO BE AIR -ENTRAINED
C5'ro - fro) 3mfdm PSI AT 28 DAPS WHERE EXPOSED TO WEATHER
FOR DURABILITY.
2. SLAB ON GR4DE CHEATED SPACES) �" CONCRETE SLAB WITH
1.� 6x6 W. W. MESH. 1" SAND OVER 6 MIL VAPOR BARRIER OVER
�" COARSE GRADE GRAVEL FILL. R-1fD x 2�" RIGID INSULATION
AT PERIMETER WHERE SLAB IS LESS THAN 2' BELOW GRADE.
STEEL:
1. REINFORCING STEEL SHALL BE *�, GRADE �f�. ALL BARS SHALL
BE CLEAN, DRY AND TIED IN PLACE. LAP SPLICES 15 INCHES
MINIMUM.
2. ANCHOR BOLTS SHALL BE 1/2" DIA, x Im" WITH f�.229" X 3" X 3"
SQUARE PLATE WASHERS. SPACE AT 12" MAXIMUM AND � BOLT
DIAMETERS MINIMUM FROM CORNERS, SPLICES AND PLATE ENDS.
SPACE ANCHOR BOLTS AT �o FEET O. C. FOR SINGLE STORY AND
� FEET O. C. FOR TWO STORY. SEE SHEAR SCHEDULE FOR
SPACING AT SHEAR WALLS. ANCHOR BOLTS SHALL NAVE �"
MINIMUM EMBEDMENT. �" THREADED ROD, EPDXIED A MINIMUM OF
�" INTO CONCRETE, OR �" STRONG BOLT WITH �" EMBEDMENT CAN
BE SUBSTITUTED FOR CAST IN PLACE ANCHOR BOLTS
3. STRUCTURAL STEEL PLATE IS TO BE A36 UNO AND FOR BEAMS
IS TO BE A992 -50 UNO
UJOOD �fi`,41�1' INS:
DF/L *2 fix/ 6x BEAMS, HEADERS, POSTS
NF *2 EXTERIOR AND BEARING STUDS, PLATES, JOISTS,
RAFTERS AND LIGHT FRAMING.
NF STD. NON -BEARING, INTERIOR STUDS, PLATES.
C�LI�ED L,41"I'IN,4TED 1"fEMBERS=
GLU-LAM MEMBERS SHALL BE A.I.T.C. CERTIFIED.
DF/DF-2�F-V� OR SIMPLE SPAN BEAMS.
DF/DF 2�F-VS FOR CANTILEVERED BEAMS AND CONTINUOUS
SPANS WHERE NOTED ON THE PLANS.
APPLY ONE COAT OF END SEALER IMMEDIATELY AFTER
TRIMMING
ENGINEERED LUl„�E�ER=
LSL TO BE 1.55E UNO
LVL TO BE 1.SE OR BETTER UNO
PSL TO BE 2.OE OR BETTER UNO
S�E�4T�ING:
ROOF AND WALL SHEATHING SHALL BE �/16" APA RATED
SHEATHING UNO. NAIL WITH Sd � 6" O. C. � EDGES, 12" O. C. '�
FIELD. FLOOR SHEATHING SHALL BE 3/�" NOMINAL TAG APA
RATED SHEATHING GLUED AND NAILED WITH Sd � 6" O. C. �
EDGES, 12" O. C. AT FIELD. SUPPORT PANEL EDGES PER APA
RECOMMENDATIONS.
PRE��E�RIC�TED JOISTS /TRUSSES:
PREFAB JOISTS AND TRUSSES SHALL BE DESIGNED BY THE
MANUFACTURER ENGINEERED SHOP DRAWINGS AND LAYOUT
SHALL BE SUBMITTED FOR APPROVAL. BRACING AND
CONNECTIONS SHALL BE DESIGNED AND DETAILED BY THE
MANUFACTURER
TRUSS LOADING SHALL TAKE LIVE LOADING SPECIFIED IN TABLE
R3m1.5 INTO ACCOUNT FOR BOTTOM CHORD LIVE LOADING OF 2P�
PSF. IF TRUSSES ARE DESIGNED FOR ATTICS WITHOUT STORAGE,
OR DO NOT MEET THE LIMITED STORAGE REQUIREMENTS, THE
BOTTOM CHORD CAN BE DESIGNED FOR 10 PSF.
�-I�NC�� RS/��ST�N� i�S=
ALL HANGERS AND FRAMING ANCHORS ARE TO BE SIMPSON OR
EQUAL. ALL METAL IN CONTACT WITH PRESSURE TREATED WOOD
ARE TO BE ZMAX, NDGCG185), STAINLESS STEEL, OR MEET ASTM A
153 OR A 653 STANDARDS. REFER TO IRC R31�.3.1 OR IBC
23f��.9.5.1.
SIDINCx PER
ELEvA,tIONS -
BUILDINCx
IURAP/PAPER
SHEAtHINCz -
#� �OUNpATION STEP-DOU1N DETAIL
2X STUDS g 16" O.C.
2X PR TR SILL PLATE
U1/ I/2 "X10" A.B. s �8" O.C. t 12"
FROM ENDS MIN. (SEE SHR SCH)
CONT. *� HORIZ. BAR a 18" O.C.
�" CONC. SLAB ul/
� �" GRANULAR FILL
_ z o
v
zX .' .•� a ' . � ®HEATED SPACE TION
.� <I;
� � • • *� vERt. HOOK BAR � �8" O.C.
- r. -..
��4 :a'' �I' ..•
� � � I •�.
_ . •, _
� I• '��� -
...,...:: � - � . o
*/2" `" */2" 2 *� CONt. BARS m FOOtINCx
2x 6 ONE STORY UJALL
,�� *�� ��
•" 8" TUJO STORY UJALL
C��R,4C�E/SL�48 FOUNDATION DET,aIL
OPTIONAL PONY
WALL ABOVE
— tl
� I
F
i
� *4 � 10" o.c. NOR
—��' — -'�� � or*5�15"o.c.
i
—_ i
I
- I
AVERT.
I
I
I
I
III �
DRAIN MAT � �
OR FREE DRAINING � i~ 2" CLEAR
BAGKI=ILL REQUIRED Li � ---ib L2
I
I
i�
I
I�
I6
II
cn �I Q
� I� U m
�� nl
I�
IP <• " r-+
I
I
POS. DRAIN REQ. � 4 *4 LONG.
B NOOK BARS
ENG. FLR SYStEM SIZE PER PLAN
I BEAM, SIZE
PER PLAN
�
2x GussEt w/ �-16d
�
NAILS � POSt E
BEAM EA. SIDE
�x� POST ,MIN.
5 I/2" WIDE � BM
SPL ICE
R-21 5 1/2" GATT
INSULATION �
SIDING PER
ELEVATIONS —
BUILDIN�s —
U1RAP/PAPER
7/16" APA _
SNEAtHINCx
��
1/2" CsYP. BD.
2X6 STUDS m 16" O.C.
2X� PR tR SILL PLATE
UJ/ 1/2"X10" A.B. � �8" O.C.
< 12" FROM ENDS REF SI-IEAR SCI-IEDULE
3/�" ttCx SUB-FLR
R-30 BAtt INSUL.
2X FLOOR JStS
CSEE FRMCs PLAN)
— *� CONT. BAR
— *� VERT. HOOK BAR � �8" O.G.
I I I �. � ;fa .�' � 6 MIL. BLACK VAPOR
•' `I ` � BARRIER LAP 12" �
� �.r ..' �t SEAMS AND UP FDN. UJALL
� . I..�.
•. '
...- �
��� *�� '�" Z *4 conk. BARS � FootlN�
2x=" _" : 6" ONE STORY IUALL
_" : 8" TU10 STORY U1ALL
� �-LOUSE FOUNDATION DEVIL
18" 'MIN,
12" IN. I
F OTING PAD,
SI E PER PLAN
8��
MAB15 MUDSILL
ANCHOR OR
EQUIYALENt
111=11 F
NOtE:
FOR ISOLAtED PIERS 2�" SQ. OR LESS S" MIN NO REBAR REQ'D
FOR PIERS LARCxER tNAN 2�" SQ. tHICKNESS IS t0 BE 10" MIN. UJ/
*� REBAR � S" O.C. EACH U1AY UNO.
#� CRAWL BEAM pEtAIL
CONCRETE Fc=2500psi
REINI=ORGING STEEL
*4 arld Less Cxrade 40
�5 arld Larger Grade 60
Design
Active Lateral Pressure 35 psf
Bar S acid Co.c.)
t1
N
Garage
Wa I I N
t2
L1
L2
L3
A
B
S��
��
S��
���
���
30"
*4 �12"
*� �12"
S��
5'
8��
���
1���
30"
� �15��
� �,15��
8��
6'
��
8��
���
21��
30��
� �1���
� �1���
8��
��
5'
8��
���
3m"
30"
� �,10��
� �,10��
8"
8'
(o'
10"
�"
33"
30"
*r✓- � 8"
� � 8"
8��
9'
��
lm"
10"
36��
3�" � � 14��
� �, ���
� FOUNDATION STEI�f uJ,4LL o�ER �� T�4LL
CONtINUOUS SHEEtING NAILED t0
MUDSILL PER SHEAR WALL SCHEDULE
SOLID BLOCKINCs ®2-0•" O.G.
(b) Ibd NAILS EACH BLOCK
32" MIN. LENGTH WHERE JOIST
PARRELLEL to WALL
A35 CLIP ON EACH SIDE OF
BLOCKING OR JOIST w 2�" O.G. -ONE
SIDE • 16" O.C. + 2-12d tOENAILS-
I JOIST TO HAVE RIM MATERIAL
ON EACH SIDE FOR CLIP
FINISH
1�lOT�S:
p0 NOT BACI�ILL UNTIL FLOOR
SHEAtHING IS NAILED.
ANCHOR BOLTS:
• MIN. 1/2" DIA x 10" O.G.
• MIN. �" EMBEDMENT
• USE WASHERS 1 NUTS
• 1 BOLT WITHIN 12" OF ENDS
� MIh1 2 BOLTS PER PIECE
OF SILL PLATE.
• MIN. 15" LAP ®BAR SPLICE
FTC. SIZE PER
tABLE "A"
�" GONG. SLAB UJ/
2X PR tR LEDCxER
1/2"X6" STRONCs BOLT ®16" O.C.
StACxCsERED MIN 2" FROM EDCsES
3/�" TtCx SUB-FLR
R-30 GATT INSUL.
FLOOR JSTS UJ/ HANCsERS
ISEE FRMCx PLAN)
i
�4 BARRIER LAP 12" �
-� � SEAMS AND UP FDN. WALL
REF DtL * 2 FOR FND DEtAILS
#� NOUSE �OUNDAtION D�tAIL
PB��
OPTIONAL 4" CONC. SLAB
.d � - •�
n �.
*� VERT. HOOK BAR
w/ 12" SONOtUBE
� *� REBAR
n DEGK CzRADE BEAM AND POSt DEtAIL
FLOOR JOISTS
SEE PLAN FOR
SIZE AND SPACMG
� r/ � �
X
/ \ /
� II. (2) � conk.
3"-b" FROM TOP
OF WALL
HORIZONTAL MBAR
SPACING PER TABLE "B'�
• VERTICAL REBAR
SPACING PER TABLE "G"
1"-2" CONCRETE
COVER
FOUNDATION WALL
WIDTH PER TABLE "A"
.I
DOWELS-"4 REBAR
• ®18" O.C. (HOOK
4s" O.C. REQUIRED)
OVERLAP VERTICAL
REBAR 18" MIN.
EDDYING DRAIN
OUTFACE TO pAYLIGHT PER TABLE "A"
E1�lT �OI,I�lD,4T�Ol�I UJ,4LL DET,�I
SCALE : 9/<n � 1'-fdn
31�p" CONC1�tE SLAB
b MIL. VISQUEEN
(2) •4 REBAR
HORIZONTAL (CONTJ
SHEARWALL
PER PLAN
ANCHOR BOLTS
PER PLAN
Z FIN. GR. 2-#5 C� Top and
� #4 � 18" oc HORIZ
00 • #4 ®9" oc VERT
8.� (2) #4 GR. 60 TOP &
BOTTOM, LAP BARS 26"
Z AT SPLICES
#3 STIRRUPS C� 6"oc x 1- "
00 24" EA SIDE OF PILE AT
CORNERS, 36" IN CENTER N
OF GRADE BEAM. I _ l
L3' CLR
PILE CAP PER PIN PILES PER PLAN
DETAIL 5/-- EXTEND PILE CAP OR
�2» WIDEN BETWEEN ADJACENT PILES
WHERE PILES OUT OF LINE (TYP)
#8 PERIMETER C�R4DE BE�4M
PL 1/2 x 6" DIA OR SQ
12" #4 REBAR
FOR UPLIFT
WHERE SHOWN I 3/16
SHOP/FIELD
CUT FROM WELD ON CAP
PIPE
3" OR 4" PIPE PER PLAN
SEE GEOTECH FOR PIPE SPEC
� PIN PILE C,4P DET�41L
STIRRUPS
PER DETAIL
30"
M CORNER BARS
TO MATCH
REINFORCEMENT
REINFORCEMENT PEf
DETAIL W/ HOOK C�
END
BEGIN FIRST TIE AT
1/2 REQUIRED
SPACING
#� � CORNER REINFORCEMENT
'ICES
.TYP)
T J� �L� II J� II CHEGIC SHEAR SCHEDULE FOR A8. •SHEAR wALLB
NO. OF StORIES
BOLt SPACING
WALL WIDTH
FOOTMG WIDTH
FOOLING DEPtH
I
b'-0"
b"
12"
b"
2
�'-rD"
8"
15"
�"
3
2'-8"
10"
18"
8"
Tr���� II�II
HORIZONTAL REBAR SPACING
�4 MBAR a 10" O.C. FOR GsRADE A0
�4 REBAR • 12" O.G. FOR GRADE 60
T J\ ��� II/'� II E40LT SF'ACMG AT SHEAR �LS GHOR
BACKFILL
SPACING
WALL HEIGHt
HEIGH7
OF
12' 10' 9' 8'
SPECIAL DESIGN REQUIRED
REBAR
BOLTS
1�EBAR
BOLTS
REBAR
BOLTS
REBAR
BOLTS
REBAR
BOLTS
REBAR
BOLTS
9,
'� • 12" O.C.
I'-8" O.C.
8'
N4 ®16" O.C.
2'-4" O.G.
°4 • 16" O.C.
2'-1" O.G.
��
�'4 ®16" O.G.
3'-5" O.G.*
*4 0 16" O.C.
3'-I" O.C.*
�'�
�'4 ®16" O.G.
5'-5" O.C.
*4 o ib" O.C.
5'-1fd" O.C.*
5,
•4 a 16" O.G.
***
*4 a 16" O.G.
***
¢,
•4 ®16" O.G.
***
*4 a 16" O.C.
***
* SEE TABLE TABLE "A" IF MORE THAN 2 STORY
** SEE TABLE tABLE "A" IF MOB tHAN 1 StORY
*** SEE TABLE TABLE "A"
DESIC�I�I CRITERI,4
• (5) SACK CONCRETE • f� PSI 2500
• GRADE -0fd REBAR fy PSI �0,00fd
• EQ. FLUID F'�SS = 30 CBS. / SQ. FT. SAND/GRAVEL BACI�ILL
• SOIL BRG. CAP. • 200fd CBS. - SGL FT.
�,�SEM�IT �Ol,q�ID,�TION UJ�4LL T,4�LES
30'
M CORNER BARS
TO MATCH
REINFORCEMENT PEIRRDETAIL
REINFORCEMENT � BEGIN FIRST TIE AT
DETAIL 1/2 REQUIRED
SPACING
� TEE REINFORCEMENT
(n
Z
O
(n
w
>I i
CAA
�6
�
�
�
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u
('�
vJ
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C�
�.{�
�
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,�
+�
�
.,
x
(�
II
.�
�,���� �=2 ®� 3
SET-XP EPDXY OR AT ADHESIVE
MIN �•" EMBEDMENT -INSTALL PER
MANUFACTURER'S INSTRUCTIONS - TYP
NEW FOUNDATION
18" MIN � �REBAR PER PLAN
•Q ----- --- -------�--------
e � . ] ��
�e .
=III=� � �_� � � � �,F • � ., a
:III—� � �—� � �—I I �� , °•
EXISTING � :a: '•• <' d
FOUNDATION • ' ° . • i• p•
� ..�°..
�'�� TIE-IN NEW FND WITH
Ty MIN 3 - *�• STUB BAR
FOUNDATION TIE-IN TO EX. FND. DETAIL
CONCRETE Fc = 250Q)ps i
i�EINFOPCINC-� STEEL fy=�Oksi
B�CKFILL S�4ND OR G�R�4VEL
L1
m
w
J
u
;�
G Bars 1
w/ hook �
5.5' wa I I � #�. LONG.
POS. DRAIN REQ.
B NOOK BARS
FRAM INCH
ABOVE
— tl ,4NCI�OR BOLT
PER SI-IR SCN,
#4 � 10" o.c. NOR.
or #5 � 15" o.c.
,4 VERT.
" CLEAR
L2
w
U
m
10 MIL s"x7 TITEN
� 1 �" O.G.
VAPOR Staggered
8�4RRIEi�
N
W
��
U
mz
z�
�U
!�
�O
Bar Spacing Co,c.�
tl
I -I
t2
L1
L2
L3
�4
B
C
8"
5 5'
10"
20"
�"
3Q�"
#5 �12"
�5 �12"
#5 �12"
8"
� 5'
11"
31"
12"
3Q�"
#5 �12"
#5 '�12"
�✓ ,�12"
��� i l���r ��� i� i�� uJ� 1
�d���s�� ��� _22:1 �� �� 1���
ANCHOR BOLTS
PER PLAN
GRADE
BEAM/STEM
IUALL PER PLAN
I PER PLAN
PILE SUPPORTED SLAB
NOT TO SCALE
Z
O
��
W
� •18" O.C. �
6 MIL PLASTIC
UNDER SLAB
CONTINUOUS SHEETING NAILED TO
MUDSILL PER SHEAR WALL SCHEDULE
SOLID BLOCKING � 2�•" O.C.
C6) 16d NAILS EACH BLOCK
32 MIN. LENGTH WHERE JOIST
PARAECEC TO WALL
•A35 CLIP ON EACH SIDE OF BLOCKING
OR JOIST � 16" O.G. - + 2-12d TOENAILS -
I JOIST TO HAVE RIM MATERIAL ON EACH
SIDE FOR CLIP
FINISH GRADE
SLAB � ENTRY
*�• BARS � 18" O.G. FROM SLAB
TO WALL AND E.W. IN SLAB
DESIC�N CRITERI,4
• C5) SACK CONCRETE = f� PSI 2500
• GRADE ro0 REBAR = fy PSI ro0,000
• EQ. FLUID PRESS = �•0 CBS. / SQ. FT. SAND/GRAVEL BACKFILL
• SEISMIC CSH) PILE SUPPORTED.
NOtES:
DO NOT BAGKFILL UNTIL FLOOR
SHEATHING IS NAILED.
ANCHOR BOLTS:
• MIN. 1/2" DIA, x 10" U.N.O.
• MIN. �" EMBEDMENT
• USE 3" SQ, WASHERS 4 NUTS
• 1 BOLT WITHIN 12" OF ENDS
E MIN. 2 BOLTS PER PIECE
OF SILL PLATE.
• MIN. 2�" LAP � BAR SPLICE
FOOTING DRAIN
OUTFACE TO DAYLIGHT
_ Z
N�
FLOOR JOISTS
SEE PLAN FOR
SIZE AND SPACING
\ 1�� / I I \ I I /
\ / \ /
X
/ \ / \
� \ / \
Ih C2) *�• CONT,
3"-6" FROM TOP
OF WALL
ANCHOR BOLT SPACING
�" BOLTS � 1'-6"
HORIZONTAL *5 REBAR
SPACING � 10" O.G.
• VERTICAL REBAR
I *5 � 12" O.C.
2" CONCRETE
• I COVER
8" FOUNDATION WALL
WIDTH
DOWELS-*�• REBAR
� 18" O,C. W/ NOOK
OVERLAP VERTICAL
REBAR 18" MIN.
3�iz" CONCRETE SLAB
6 MIL.
�` � l2) *�• REBAR
�� FTCs, HORIZONTAL CGONT.)
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