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PREPARED FOR:
PROJECT DATA:
PARCEL NO.:
PROPERTY TYPE:
LAND AREA:
ACRES:
Q,5,T,R:
ADDRESS:
ZONE:
SETBACKS:
HEIGHT:
MAX. BUILDING COVERAGE
IMPERVIOUS COVERAGE:
334390-2564 (LOT 3)
R, RESIDENTIAL
5,581 sq, ft.
0.13
5E-5-23-5
1814 NE 13TH ST.
RENTON, WA 98056
(CURRENT) R -S
FRONT: 15 FEET
REAR: 20 FEET
SIDE: 5 FT. MIN.
24' MAX, WALL PL. HEIGHT
55%
65io
LEGAL DESCRIPTION:
HILLMANS LK WN GARDEN OF EDEN 04 LOT 3 OF CITY OF RENTON
SP# LUA13-0001128 REG# 20161020900001 SD SP BEING LOC IN
LOTS 268 & 288 OF 5D ADD
Plat Block:
Plat Lot: 268
DESIGN TEAM:
STRUCTURAL ENGINEER:
BUILDER:
URBAN DESIGN GROUP
819 RAINIER AVE N
SUITE: 4200
RENTON, WA 98051
120(o) 838-8250
CONTACT: PAVEL MELNIK
pa vel eurbandes igns.us
NN ENGINEERING
P.O. BOX 39681
LAKEWOOD, WA 98496
TEL: (253) 250-6651
CONTACT: NORM P. NAVARRO
nneng ineer ing egma i I.ccm
EXCEPTIONAL NUJ I-IOMES, LLC
5/003 SE 2ND CT,
RENTON, W,4 `00059
(425) 213-8531
CONTACT: TYLER WOODBRIDGE
t�lerwe jchnlecott.ccm
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5�4EET N�DEX
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ARCHITECTURAL PLAN
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3D RENDERING $ PROPERTY INFORI„IATION
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GENERAL NOTES $ PLAN PREVIEW
A2
1-IAIN FLOOR PLAN
A3
UPPER FLOOR PLAN
,A-4
ELEVATIONS: FRONT 4 REAR
,45
ELEVATIONS: RIGHT 4 LEFT
,Aro
BUILDING CROSS-SECTION 'A' 4 DETAILS
Al
VENTIALION, GLAZING 4 HEATING SCHEDULES
STRUCTURAL ENGINEERING PLAN
51
STRUCTURAL GENERAL NOTES
52
STRUCTURAL DETAILS
S3
STRUCTURAL DETAILS
54
FOUNDATION 4 11,41N FLOOR FR,411NG
55
UPPER FLOOR FRAI„IING
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ROOF FRAMING PLAN
BUILDING DEPARTMENT NOTES:
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GENERAL NOTES
INTERNATIONAL RESIDENTIAL CODE 2015 EDITION AND
ALL APPLICABLE CODES AND AUTHORITIES HAVING
JURISTICTION TO BE FOLLOWED.
2015 INTERNATIONAL RESIDENTIAL CODE
2015 WASHINGTON STATE ENERGY CODE
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4
CONDITIONS PRIOR TO CONSTRUCTION S PROVIDE
TEMPORARY BRACING AS REQUIRED UNTIL ALL
PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY
REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS
SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN
FULL
CONTRACTOR SHALL VERIFY ALL ROUGH -IN
DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED
115 1 TE LUOR
GENERAL
UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS
ENGINEER IS PROVIDED, FOUNDATION DESIGN IS
BASED ON AN ASSUMED AVERAGE SOIL BEARING OF
1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6"
(MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO
BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC
SURFACE SOILS. BACK FILL TO BE THOROUGHLY
COMPACTED. FOUNDATION VENTS SHALL NOT
INTERFERE WITH DIRECT LOAD PATH OF COLUMNS.
CONCRETE
o
MIX AND 2,5 DAY STRENGTH OF CONCRETE
U -Factor
- BASEMENT WALLS 4 FOUNDATIONS
PER
4 OTHER CONCRETE NOT EXPOSED
STRUCTURAL
TO WEATHER:
S -SHEETS
- BASEMENT SLABS S INTERIOR SLABS
PER
4 INTERIOR SLABS ON GRADE,
STRUCTURAL
EXCEPT GARAGE DOOR SLABS
S -SHEETS
- BASEMENT WALLS 4 FOUNDATION PER
WALLS, EXTERIOR WALLS 4 OTHER STRUCTURAL
VERTICAL CONCRETE WORK EXPOSED S -SHEETS
TO THE WEATHER:
- PORCHES, CARPORT SLABS 4 STEPS PER
EXPOSED TO WEATHER, 4 GARAGE STRUCTURAL
FLOOR SLABS: S -SHEETS
GARAGE FLOORS TO SLOPE 1/0"/FT. MIN. TOWARDS
OPENING AS REQUIRED FOR DRAINAGE. CONCRETE
SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.)
INTERVALS EA. WAY. SLABS ARE TO BE 5 -AIR ENTRAINED
CONCRETE SIDEWALKS TO HAVE 3/4" IN. TOOLED JOINTS
AT 5' FT. (MIN.) O.C.
CONCRETE COVER OF
REINFORCING
3" CONCRETE CAST AGAINST AND PERMANENTLY
EXPOSED TO EARTH.
1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER.
1 1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH
OR WEATHER.
3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR
WEATHER.
LAP COLUMN VERTICALS. CLASS "A" CONCRETE AND
MASONRY COLUMN AND WALL VERTICALS 52
DIAMETERS. LAP ALL OTHER REINFORCING 24
DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT
BE PERMITTED.
,4fEIVT �
GENERAL
ALL FRAMING TO COMPLY WITH ENGINEERING S -SHEETS
FOR NAIL SIZES AND SPACING.
ALL WOOD IN CONTACT WITH CONCRETE TO BE
PRESSURE TREATED.
6" MIN. CLEARANCE BETWEEN WOOD AND EARTH.
18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND
EARTH.
12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND
EARTH.
FASTENERS FOR PRESSURE PRESERVATIVE AND
FIRE-RETANDANT-TREATED WOOD SHALL BE OF
NOT -DIPPED GALVANIZED STEEL.
REEERENCE 6KEET-S1 FOR SPECIES AND
GRADE (5,45E DESIGN VALUES)
BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE
PROVIDED WITH 3"X3"X223" PLATE WASHERS. WOOD
BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR
CONCRETE TO BE TREATED WITH AN APPROVED
PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X
THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL
SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS
PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND
RAFTERS, JOISTS, 10'-0" FOR ROOF JOISTS. TYPICAL SILL
BOLTS TO BE 5/8" DIAMETER AT 6'-0" O.G. MINIMUM -1"
EMBED. ALL METAL FRAMING ANCHORS AND HANGERS
SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS
AS MANUFACTURED BY SIMPSON COMPANY.
PL T UJOOD
PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4" CDX,
UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING
SHALL BE 3/4" CDX TBG. UNLESS OTHERWISE SPECIFIED.
STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB
SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL
BE ALLOWED.
WOOD TRU55E5
ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE
FRAME WORK AND SUPPORTING WALLS SO AS TO FROM AN
INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES
SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL
TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS
PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING
SHALL BE USED TO BRACEALL TRUSSES.
6EE 5I4EET-e1 FOR DE&IGN CRITERIA
INESL�LATION SND 11013T�REE
FROT CT 1 ON
GENE RAL
INSULATION BAFFLES TO MAINTAIN I" ABOVE BATT INSULATION
BAFFLES TO EXTEND 6" ABOVE BATT INSULATION
BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION
INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS
FACE STAPLE BATTS
FRICTION FIT FACED BATTS
USE 4 MIL POLY VAPOR RETARDER AT WALLS.
• R-10 RIGID FOAM INSULATION ON 4X EADERS AT EXTERIOR
WALLS.
INFILTRATION CONTROL
1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES,
OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN
WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT
PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR
AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE
BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO
UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED
OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. ALL
OPENINGS SHALL BE FLASHED. APPROVED
CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN
THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO
PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL
FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE
SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE
INSTALLED TO PREVENT WATER FROM REENTERING THE
EXTERIOR WALL ENVELOPE. APPROVED
CORROSION -RESISTANT FLSHING SHALL BE INSTALLED AT
ALL OF THE FOLLOWING LOCATIONS:
1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR
OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF,
EXCEPT THAT SELF- FLASHING WINDOWS HAVING A
CONTINUOUS LAP OF NOT LESS THAN 1-1/8" OVER THE
SHEATHING MATERIAL AROUND THE PERIMETER OF THE
OPENING, INCLUDING CORNERS, DO NOT REQUIRE
ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO BE
OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING
OFFICIALS.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER
MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR
METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS
ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
-1. AT BUILT-IN GUTTERS.
- ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED
DOORS, SHALL BE DESIGNED TO LIMIT AIR
LEACKAGE AROUND THEIR PERIMETER WHEN IN A
CLOSED POSITION. DOORS BETWEEN RESIDENCE
AND GARAGE ARE NOT CONSIDERED FIRE -RATED
AND MUST MEET THE ABOVE REQUIREMENT.
ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO
AMIT INFILTRATION INTO OR FROM THE BUILDING
ENVELOPE.
- RECESSED LIGHTING FIXTURES: WHEN INSTALLED IN
THE BUILDING ENVELOPE, RECESSED LIGHTING
FIXTURES SHALL BE TYPE IC RATED AND CERTIFIED
TO HAVE NO MORE THAN 2.0 CFM AIR MOVEMENT
FROM THE CONDITIONED SPACE TO THE CEILING
CAVITY. THE LIGHTING FIXTURE SHALL BE TESTED AT
15 PASCALS OR 1.5-1 L55/FT2 PRESSURE DIFFERENCE
AND HAVE A LABEL ATTACHED, SNOWING
COMPLIANCE WITH THIS TEST METHOD. RECESSED
LIGHTING FIXTURES SHALL BE INSTALLED WITH A
GASKET OR CAULK BETWEEN THE FIXTURE AND
CEILING TO PREVENT AIR LEAKAGE.
VAPOR 54RRIER5/ GROUND
COVERS
AN APPROVED VAPOR BARRIER SHALL BE
PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED
RAFTER SPACES FROMED WHERE CEILINGS ARE
APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED
BATTS WITH A PERM RATING LESS THAN ONE MAY BE
INSTALLED IF THE VAPOR BARRIER IS TO THE WARM
SIDE, STAPLES ARE PLACED NOT MORE THAN a
INCHES ON CENTER AND GAPS BETWEEN THE FACING
AND THE FRAMING DO NOT EXCEED 1/16 INCH.
A GROUND COVER OF 6 MIL (0.006")5LACK
POLYETHYLENE OR EQUIVALENT, SHALL BE LAID
OVER THE GROUND IN ALL CRAWL SPACES. THE
GROUND COVER SHALL BE OVERLAPPED ONE FOOT
AT EACH JOINT AND SHALL EXTEND TO THE
FOUNDATION WALL.
WINDOWS, DOORS, I-IV,4C, 4 ELECT. EQUIP.
GLAZING MAXIMUM:
ALL CLIMATE ZONES:
GLAZING "U" VALUE: VERTICAL (MAX): .24
OVERHEAD (MAX): .50
DOOR "U" VALUE (MAX): .20
(DOORS W/ MORE THAN 50
CONSIDERED A WINDOW)
HVAC PERFORMANCE: "MED" OR AFUE _ .36
RECESSED LIGHT FIXTURES: IC RATED
DOORS, WINDOWS AND SKYLIGHTS
GENERAL
DOORS TO THE EXTERIOR, HAVE MAX. 3" STEP TO
MIN. 36" DEEP LANDING.
BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET
CLEAR OPENING OF 5.-1 SQ. FT. MIN. NET CLEAR OPEN ABLE
WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF
24''MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR.
FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT
MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF
OPERABLE SASH PERIMETER AS TESTED BY ASTM
STANDARDS. SITE BUILT AND MILL WORK SHOP BUILT
WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA
ABOVE, BUT MUST BE MADE TIGHTLY FITTING AND WEATHER
STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT
MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER
SQUTARE FOOT OF DOOR AREA.
SAFETY GLAZING SHALL BE LOCATED WITHIN
1. INGRESS AND EGRESS DOORS
2. SLIDING GLASS DOORS, SWINGING GLASS DOORS
3. SHOWER AND BATHTUB ENCLOSURE'S
4.GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF
EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED
PORTIONS BOTTOM EDGE IS LESS THAN 60" ABOVE THE
WALKING SURFACE
GLAZING GREATER THAN 9 S.P. LESS THAN 13"A5OVE
FINISHED FLOOR.
Window sills: 612.2,24" minimum sill height exceptions allow for
opening limiting device for 4" diameter sphere and window
fall prevention device that complies with 612.3.
STRUCTU AL NOTES
►A PERMANENT CERTIFICATE IS REQUIRED TO BE COMPLETED
AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS
LOCATED (OR OTHER APPROVED LOCATION) AND LIST THE
FOLLOWING INFORMATION: R -VALUES, U -VALUES, RESULTS FROM
DUCT SYSTEM AIR LEAKAGE TESTING, RESULTS FROM BUILDING
ENVELOPE AIR LEAKAGE TESTING (BLOWER DOOR TEST),
TYPES AND EFFICIENCIES OF HEATING, COOLING, AND SERVICE
WATER HEATING EQUIPMENT. 8401.3.
0 -CORNERS OF STUD WALLS ARE REQUIRED TO BE FULLY
INSULATED. 202, DEFINITION OF 'INTERMEDIATE FRAMED WALLS'.
0 -DUCTS ARE REQUIRED TO BE INSULATED TO A MINIMUM OF
R-8. 8403.3.1.
►MECHANICAL SYSTEM PIPING IS REQUIRED TO BE INSULATED
TO A MINIMUM OF R-6. 8403.4.
►HOT WATER PIPES ARE REQUIRED TO BE INSULATED TO A
MINIMUM OF R-3. 8403.5.3 ►THE DWELLING IS REQUIRED TO BE
TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT
EXCEEDING 5 AIR CHANGES PER HOUR (UNLESS A MORE
STRINGENT REQUIREMENT IS MANDATED IN ORDER TO ACHIEVE
THE ADDITIONAL REQUIRED CREDITS. 8402.4.1.2.
►MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED IN
ACCORDANCE WITH 403.3.2_ TESTING TO COMPLY WITH WSU
RS -33.
fii'FE OF GONSTUGT ION
UNPROTECTED WOOD FRAME
v -B (EXAMPLES OF CONSTRUCTION ARE SINGLE FAMILY HOMES
AND GARAGES. THEY OFTEN HAVE EXPOSED WOOD SO
THERE IS NO FIRE RESISTANCE.)
5L�I❑D INC C❑A55IFICATICN
R-3
I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO
THE CONTRACT DRAWINGS.
2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE SAFETY OF THE BUILDING.
3. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION PROCEDURES INCLUDING LAGGING, SNORING AND
PROTECTION OF ADJACENT PROPERTY, STRUCTUES, STREETS AND
UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL
SAFETY ORDINANCES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDIANTING
THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS.
ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF
ENGINEER
5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL
OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT
6. COORDIATE WITH MECHANICAL, PLUMBING, AND ELECTICAL
REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS
REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICAL
CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR
OTHERWISE INCORPORATED IN STRUCTURAL WORK.
-1. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD
DETAILS FOR HEATERS, MECHANICAL EQUIPMINT, VENTS, DUCTS,
PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT
SHALL BE SWAY OR LATERALLY BRACED.
N 70-3 M10
ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE
FROM THE STREET FRONTAGE. MIN. 4" HEIGHT, 1/2" STROKE WIDTH AND
CONTRASTING BACKGROUND CIRC 313.1).
PROPERTY ADDRESS SHALL BE POSTED PRIOR TO REQUESTING ANY
INSPECTIONS CIRC 106.1.1 4
RESIDENTIAL GROUP R-3 OCCUPANCIES WHERE THE
OCCUPANTS ARE PRIMARILY PERMANENT IN NATURE AND
NOT CLASSIFIED AS GROUP R-1, R-2, R-4 OR I.
BUILDINGS AND STRUCTURES OF AN ACCESSORY
CHARACTER AND MISCELLANEOUS STRUCTURES NOT
CLASSIFIED OCCUPANCY SHALL BE CONSTRUCTED,
EQUIPPED AND MAINTAINED TO CONFORM TO THE
REQUIREMENTS OF THIS CODE COMMENSURATE WITH THE
FIRE AND LIFE HAZARD INCIDENTAL TO THEIR OCCUPANCY.
Ncl) PRESCRIPTIVE COMPLIANCE IS
BASED ON TABLE R402.1.1 WITH THE
FOLLOWING MODIFICATIONS: VERTICAL
FENESTRATION U = 0.24
(3a) GAS FURNACE:
AIRQUEST VC 9-1 SERIES
MODEL NO.: G3MAE0802120A
EFFICIENCY: AFUE 31%
(5a) ALL SHOWERHEAD AND KITCHEN
SINK FAUCETS INSTALLED IN THE HOUSE
SHALL BE RATED AT 111, GPM OR LESS.
ALL OTHER LAVATORY FAUCETS SHALL
BE RATED AT 1.0 GPM OR LESS.
(5c) HOT WATER HEATER:
RINNAI ULTRA SERIES
TANKLESS WATER HEATER
W/ EFFICIENCY
RATING OF .3(o
FfRESCfRIFTIVE ENEfRG""� COE)E
Project Information Contact information
This project will use the requirements of the Prescriptive Path below and incorporate the
the minimum values listed. In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant.
Authorized Representative
All Climate Zones
o
R -Value
U -Factor
Fenestration U -Factor
n/a
0,30
Skylight U -Factor
n/a
0.50
Glazed Fenestration SHG( ,e
n/a
n/a
Ceilingk
49l
0.026
Wood Frame Wallg "'"
21 int
0.056
Mass Wall R -Value'
21/21
0.056
Floor
309
0.029
Below Grade Wall°"
10/15/21 int + TB
0.042
Slab R -Value & Depth
10, 2 ft
n/a
*Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2.
Date
GLAZING "U" VALUE:
VERTICAL (MAX): 0.24
WITH ENERGY CREDIT
OPTION: Id
Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve
the following minimum number of credits:
1. Small Dwelling Unit: 1.5 credits
❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration
area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500
square feet.
E]2. Medium Dwelling Unit: 3.5 credits
All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall
require 2.5 credits.
❑3. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
❑4. Additions less than 500 square feet: .5 credits
Table R406.2 Summary
Option Description
Credit(s)
1a Efficient Building Envelope 1a 0.5 ❑
lb Efficient Building Envelope lb 1.0 ❑
1d Efficient Building Envelope 1d 0.5 0 0.5
r Leakage Control and Efficient Ventilation 2b 1.0 ❑
r I cnlennc (�nnfrnl onrl F:ffinicn+ \/cnfilmfinn ')n 1 'I F I F-1
3a JHigh Efficiency HVAC 3a 1.0 1.0
JuJ CIIIu:ICIIL VVQLCI fICQLIIIIY JU V.J U
6 lRenewable Electric Energy 0.5 *1200 kwh 0.0
Total Credits 3.50
*Please refer to Table R406.2 for complete option descriptions
PLAN F EVIEW
SCALE: NOT TO SCALE
0
U
0
0
W
o
❑ 0.5
❑ 1.5
U
5a Efficient Water Heating 5a 0.5
L7
5c Efficient Water Heating 5c 1.5
JuJ CIIIu:ICIIL VVQLCI fICQLIIIIY JU V.J U
6 lRenewable Electric Energy 0.5 *1200 kwh 0.0
Total Credits 3.50
*Please refer to Table R406.2 for complete option descriptions
PLAN F EVIEW
SCALE: NOT TO SCALE
0
U
0
0
W
o
U
U
O
L7
m
2
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g= Project # : nooir&,
17170
Sheet
Al
TSF f CAL 1=L 00F� NOTE,5:
1. INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS
ADJACENT TO SLEEPING ROOMS, AND AT CEILING HEIGHT CHANGES
GREATER THAN 24". SMOKE DETECTORS TO BE HARD -WIRED AND
INTERCONNECTED, WITH BATTERY BACK-UP PER CODE.
2. INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING
AREAS.
3. ALL INTERIOR WALLS TO BE 2x4 a 16" O.C. (U.N.O.)
4. ALL EXTERIOR WALLS TO BE 2x6 a 16" O.G. (U.N.O.)
5. MAIN FLOOR HEADERS PER STRUCTURAL a 8'-0" A.F.F.(U.N.O.)
6. WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT.
1. DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS
8. PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS.
9. PROVIDE SOLID BLOCKING OVER SUPPORTS.
10 WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE
CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS
SHALL BE INSTALLED SO THAT THE AREA OF CONCEALED SPACE
DOES NOT EXCEED 1000 SF. DRAFTSTOPPING SHALL DIVIDE THE
CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL
BE OF Y" GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED
PARALLEL TO THE FLOOR FRAMING MEMBERS PER CODE.
11. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL
AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE
BARRIER BETWEEN STOIRES, AND BETWEEN A TOP STORY AND THE
ROOF SPACE. FIREBLOGKING SHALL CONSIST OF NOT LESS THAN 2"
NOMINAL LUMBER OR OTHER APPROVED MATERIAL.
12. ASPHALT -SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING
NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET AND COMPLYING
WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT
MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR
WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL
BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT
MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS
RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE
LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6
INCHES WHERE JOINTS OCCUR PER CODE.
13. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN
THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER
TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING
SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE
AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE
EXTERIOR WALL ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT
NOT LIMITED TO THE FOLLOWING LOCATIONS-
-THE TOP OF ALL EXTERIOR WINDOW 8 DOOR OPENINGS
-INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO
-UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS
-CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
-WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A
WALL
-AT WALL AND ROOF OR SOFFIT INTERSECTIONS
-AT BUILT-IN GUTTERS
14. EXTERIOR LOCATIONS FOR ENVIRONMENTAL AIR DUCT EXHAUST 8
INTAKE OPENINGS TO BE A MINIMUM OF 3'-0" FROM PROPERTY LINE 4
MINIMUM 3'-0" FROM BUILDING OPENINGS. EQUIP ALL DUCTS W/
BACK -DRAFT DAMPERS.
15. AIR EXHAUST 8 INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL
BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR
GRILLS W/ 1/4" MINIMUM 8 1/2" MAX OPENINGS IN ANY DIMENSION.
OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER
CONDITIONS PER IRC 8303.5,
16. DUCTS FOR KITCHEN RANGES SHALL BE OF METAL AND BE EQUIPPED
W/ BACK -DRAFT DAMPERS PER CODE.
11. ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND
SMOKE DEVELOPMENT INDEX AS REQUIRED BY SECTION 8302.9.1 4
R302.9.2.
18. UNDER FLOOR CLEANOUT NOT MORE THAN 20' FROM ACCESS DOOR
WITH AN UNOBSTRUCTED 30" WIDE X 18" HIGH PATH PATHWAY.
CLEANOUTS ARE ACCESSIBLE. 12" CLEARANCE REQUIRED AT LINES
LESS THAN OR EQUAL TO 2" 18" CLEARANCE AT LINES GREATER THAN
2". (UPC 101.9)
19. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIFDING
AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS
LOCATION, 8308.4.1. SAFETY GLAZING.
GAFRAGE NOTES"
1. GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS
ATTIC AREA BY NOT LESS THAN 5/8" TYPE X GWB APPLIED TO THE
GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR -CEILING
ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN %" TYPE X GYPSUM BOARD
OR EQUIVALENT.
2. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE
EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN
THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS
THAN 1 3/8" THICK, OR 20 -MINUTE FIRE -RATED DOORS.
3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR
CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER
APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE
GARAGE. IRC 8309.1.1
4. IN SIESMIC ZONES 3 8 4, WATER HEATERS SHALL BE ANCHORED TO
RESIST NORZ. DISPLACEMENT DUE TO EARTHQUAKE MOTION.
STRAPPING SHALL BE s POINTS WITHIN THE UPPER ONE THIRD AND
LOWER ONE THIRD PER UPC SEC. 510.5
5, PROVIDE OUTDOOR COMBUSTION AIR FOR WATER HEATER
6. GARAGE FLOOR SURFACES SHALL BE OF APPROVED
NONCOMBUSTIBLE MATERIAL AND THE AREA USED FOR THE PARKING
OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO
FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE
MAIN VEHICLE ENTRY DOORWAY.
NOTE:
EACH DOOR TO BE UNDERCUT A MINIMUM OF 1/2 -INCH TO ASSURE
FREE FLOW OF FRESH AIR THROUGHOUT HABITABLE ROOMS
,5t"-10< D T CT0FR5
A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE
ROOM. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON
EACH FLOOR. AN ADDITIONAL SMOKE DETECTOR SHALL BE
INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT
CHANGE GREATER THAN 24", SMOKE DETECTORS TO BE 110\/
HARDWIRED, INTERCONNECTED, WITH BATTERY BACKUP PER IRC 8313
C;A 50 tIONOX f D ALA �l
PER IRC 8315.1 AND WAG 51-50-0901 FOR NEW CONSTRUCTION, AN
APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED
OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOM IN DWELLING UNITS WITHIN WHICH
FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS
THAT HAVE ATTACHED GARAGES. SINGLE STATION CARBON
MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL
2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THIS GODS
AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
1 3 10
A
,46
52'-0"
1'-0" 2'-10" 10'-0"
2'-6" 1'-8" S'-10" 5'- " 5'-0" 2'-0" 2'-0" S'-6"
IlV
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CANT LEVER FIREPLACE EXHAUST CANT L VER
TO EXTERIOR
- 8060 SLDR - 8060 eLDR
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-
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AISED PEDESTAL
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CCESSIBLE SPA( ER STAIR ALL 2 5 PIC.
C AVE WALLS, UNDE -� AIR SURFACE AND ANY
Q SOFFITS PROTECTE (p$ THE ENCL S D SIDE IIDv
PREP. WITH 1/2 INCH GYPSU OARD. I S.D. 2 6
ISLAND ql FJ e.M.
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_ ' d 18" X 24' CRAWL
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PROVIDE
�IRE-SEPA ONE
RA-Ti6N-FOR - ® - - I � -� SAFETY GL SS
LIVING AREAS
Is 0 2 PIG. S. -' FIRE BLOCKING SHALL BE
ADJACENT e ABOVE cfJ
' - r✓, ..PIC'. A -
MUD RM. 12 I� PROVIDED IN FULL -HEIGHT
.� - n - ' • ' WACLv�. i=OR-ASD?T1�NA-L
MIN. R-21 INSUL., _ - 4' G NC. FIREBLOCKING DETAILS SEE
TYPICAL p Z ENTR PORGY .. NOTES ON SHEET -A6.
8 - _ _
-� -
:. � 1. 8. 8' 0°
m
LAND mid IG
:..:'.
4" DIA. STEEL .. • �.•:..� :. •; 2 s I ..10'-0"
BOLLARD
--- --- 12'-0" X 11'-4"+
.r�!BEB 2� 1- A
4+
ROUGH -SAWN 4 EXPOSED
4 _�" SEE EL ATIO - - - T - -- DECORATIVE BEAMS
O 18 H PLATFORM... -
4 U �Lu
0 W/ (2) LAYERS : :. ... e
....:..:...:. L... ;
Z u11U : 3/4" PLYWOOD _ :.N .
qIFT
U L ::: I RO CsH-SA .:I:P :S` ..,i EGRESS
� Lu u q m � 1�i PER, STRUCT R 8060 SLDR.
J �Q Z q 13/0" SOLID CORE ENGINEERING S SHEET
�L u1 m U WOOD OR 20 MIN.
- Z } SE ON BAS W APPE
Z 4 0 O U FIRE RATED MTL W/ TONE VENEE
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TO DRAIN :..
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N d) L1 111 q m- O LL RD O L
I
4 CONC.. I q
... .. .. .. •
113'-0"X 23.-6 .....
:. .
GLAZING IN ALL FIXE AND PERA E
NOTE: q ' " PANEL OF S INGING, SLIDINGAND
GARAGE/DWELLING SEPER TION 51FOLE DOORS SHALLBEC NSIDE ED :
I ON THE GARAGE SIDE OF WALLS :. A HAZ RDO LOGA ION, R300.4.1. 1 •..
O
AND CEILING WITH MIN. 1/2" WB W. SAFETY GLA ING.
AND 5/8 TYPE X GWB AT Z .
CEILING WITH HABITABLE R OM :. `•. :: t .,' ::.:
:.. I
ABOVE (TABLE R302.6).
J
SLOPE TO DRAIN ,
T WARD O.H. DR. _
LINE OF FL OR AB VE
L I HTWE IGHT STONE
VENEER, TYP. 3
Al
I I I I I
10'-O" 10'-0" 6 '-�" 4'-9" 2'-4" 2'-6" 2'-102° _54 _54
20'-0" 111-411 _81 12'-112lo I"
I I I I I I I
52 -0"
I I I I I I I I I
NOTE:
REFER TO STRUCTURAL SHEETS FOR SHEAR WALL
SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN
REFERENCES AND/OR INSTRUCTIONS PERTAINING
TO EACH SHEAR WALL INDICATED IN THIS PLAN
MAIN FLOOR PLAN
SCALE: 1/4" = 1'-0"
WRAP-AROUND POST
8
A
T_
B
LIGHTWEIGHT STONE
VENEER, TYP_ (1)
T
CON( T DRIVEWAY
V
RE EDR E
PER SITE PLAN
i
NOTE:
CONTRACTOR TO VERIFY ALL DIMENSIONS AND
CONDITIONS OF PROJECT AND REPORT ANY
OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR
TO COMMENCING WORK. DESIGNER SHALL NOT BE
RESPONSIBLE FOR DISCREPANT CONDITIONS
RESULTING FROM UNAUTHORIZED WORK PERFORMED
BY THE CONTRACTOR.
A,45UMMA'T'
MAIN FLOOR: 1,345 sf.
UPPER FLOOR: 1,188 sf.
TOTAL:
GARAGE:
ENTRY PORCH:
COV'D PATIO (REAR):
3,133 sf.
428 sf.
(01 sf.
131 sf.
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■ Project # _ =
17170
Sheet
A2
TSF f CAL FLCCfR NOTE 5:
1. INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS
ADJACENT TO SLEEPING; ROOMS, AND AT CEILING HEIGHT CHANGES
GREATER THAN 24". SMOKE DETECTORS TO BE HARD -WIRED AND
INTERCONNECTED, WITH BATTERY BACK-UP PER CODE.
2. INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING
AREAS.
3. ALL INTERIOR WALLS TO BE 2x4 a 16" O.G. (U.N.O.)
4. ALL EXTERIOR WALLS TO BE 2x6 Q 16" O.C. (U.N.O.)
5. UPPER FLOOR HEADERS PER STRUCTURAL e 6-0" A.F.F. (U.N.O.)
6. WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT.
I. DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS
8, PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS.
9. PROVIDE SOLID BLOCKING OVER SUPPORTS.
10 WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE
CONGEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS
SHALL BE INSTALLED SO THAT THE AREA OF CONCEALED SPACE
DOES NOT EXCEED 1000 SF. DRAFTSTOPPING SHALL DIVIDE THE
CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL
BE OF Y" GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED
PARALLEL TO THE FLOOR FRAMING MEMBERS PER CODE.
11. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL
AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE
BARRIER BETWEEN STOIRES, AND BETWEEN A TOP STORY AND THE
ROOF SPACE. FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2"
NOMINAL LUMBER OR OTHER APPROVED MATERIAL.
12. ASPHALT -SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING
NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET AND COMPLYING
WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT
MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR
WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL
BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT
MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS
RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE
LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6
INCHES WHERE JOINTS OCCUR PER CODE.
13. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN
THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER
TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING
SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE
AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE
EXTERIOR WALL ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT
NOT LIMITED TO THE FOLLOWING LOCATIONS:
-THE TOP OF ALL EXTERIOR WINDOW 8 DOOR OPENINGS
-INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO
-UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS
-CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
-WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A
WALL
-AT WALL AND ROOF OR SOFFIT INTERSECTIONS
-AT BUILT-IN GUTTERS
14. EXTERIOR LOCATIONS FOR ENVIRONMENTAL AIR DUCT EXHAUST 8
INTAKE OPENINGS TO BE A MINIMUM OF 3'-0" FROM PROPERTY LINE 4
MINIMUM 3'-0" FROM BUILDING OPENINGS. EQUIP ALL DUCTS W/
BACK -DRAFT DAMPERS.
15. AIR EXHAUST 8 INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL
BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR
GRILLS W/ 1/4" MINIMUM 8 1/2" MAX OPENINGS IN ANY DIMENSION.
OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER
CONDITIONS PER IRC 8303.5.
16, DUCTS FOR KITCHEN RANGES SHALL BE OF METAL AND BE EQUIPPED
W/ BACK -DRAFT DAMPERS PER CODE.
1-1. ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND
SMOKE DEVELOPMENT INDEX AS REQUIRED BY SECTION 8302.9.1 8
R302.9.2.
18. UNDER FLOOR CLEANOUT NOT MORE THAN 20' FROM ACCESS DOOR
WITH AN UNOBSTRUCTED 30" WIDE X 18" HIGH PATH PATHWAY,
CLEANOUTS ARE ACCESSIBLE. 12" CLEARANCE REQUIRED AT LINES
LESS THAN OR EQUAL TO 2", 18" CLEARANCE AT LINES GREATER THAN
2". (UPC -10-1.9)
19. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIFDING
AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS
LOCATION, R308.4.1. SAFETY GLAZING.
A FRA GT E N C T E 5:
1. GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS
ATTIC AREA BY NOT LESS THAN 5/8" TYPE X GWB APPLIED TO THE
GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR -CEILING
ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN %" TYPE X GYPSUM BOARD
OR EQUIVALENT.
2. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE
EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN
THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS
THAN 1 3/8" THICK, OR 20 -MINUTE FIRE -RATED DOORS.
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR
CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER
APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE
GARAGE. IRC 8309.1.1
4. IN SIESMIC ZONES 3 8 4, WATER HEATERS SHALL BE ANCHORED TO
RESIST HORZ. DISPLACEMENT DUE TO EARTHQUAKE MOTION.
STRAPPING SHALL BE a POINTS WITHIN THE UPPER ONE THIRD AND
LOWER ONE THIRD PER UPC SEC. 510.5
5. PROVIDE OUTDOOR COMBUSTION AIR FOR WATER HEATER
6. GARAGE FLOOR SURFACES SHALL BE OF APPROVED
NONCOMBUSTIBLE MATERIAL AND THE AREA USED FOR THE PARKING
OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO
FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE
MAIN VEHICLE ENTRY DOORWAY.
NOTE:
EACH DOOR TO BE UNDERCUT A MINIMUM OF 1/2 -INCH TO ASSURE
FREE FLOW OF FRESH AIR THROUGHOUT HABITABLE ROOMS
A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE
ROOM. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON
EACH FLOOR. AN ADDITIONAL SMOKE DETECTOR SHALL BE
INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT
CHANGE GREATER THAN 24". SMOKE DETECTORS TO BE 110v
HARDWIRED, INTERCONNECTED, WITH BATTERY BACKUP PER IRC 8313
CAF 5C 1 1"',*IONOXIDE AL AFRI
PER IRC R315.1 AND WAC 51-50-0901 FOR NEW CONSTRUCTION, AN
APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED
OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOM IN DWELLING UNITS WITHIN WHICH
FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS
THAT HAVE ATTACHED GARAGES. SINGLE STATION CARBON
MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL
2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THIS CODE
AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
no
I
NOTE:
REFER TO STRUCTURAL SHEETS FOR SHEAR WALL
SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN
REFERENCES AND/OR INSTRUCTIONS PERTAINING
TO EACH SHEAR WALL INDICATED IN THIS PLAN
1 .4ro
A
A6
52'-m"
2'-1011 101-011 1
2'-4" 5._ 5 _0 5._2.. 51-011 0-011
I
I I I
I
806° SLDR 8060 LDR
305 CASE ACRES 60 60 SLDR
00
�j 32 "x60"
2t TUB/SHOWER
+ 9'-0" CLC. 0
-A @ -
+ 9 7 '-0" CLC.
U- fQ LAUNDRY _� E3 D . 3
OO �I SII r 10'-10" X 12'-4"+ N 10'_6"X 14'_4"
V u- WHOLE HOUSE FAN A
LL U- W/ AUTO TIMER 8 21 GUARD RAILS MUST BE
O O MANUAL OVERRIDE ABLE TO WITHSTAND A
-- CONCENTRATED LOAD OF
U U 200 Ibs. AP LIED AT ANY Ov
p- + 9'-0" GLC. POINT ALONG THE RAIL IN BATH 2
9 } ANY DIRECTIPN. PER
Q0 � S T . S T 0110\/
- TABLE R301.5
14'-8" X 16'-O"+
2S L IICy o s .9
I
� HALL c,l O �.: ✓. _
R.4S.
iv -1011 12'-S" �.M. 5'-6" �t
30 GUARDRAIL a + 3 H. A.F.F. � R. � S.
-
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cn U ? 4 a ® cv FOYER
�tu
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o % o tu
r loll 1& 0 FIRE BLOCKING SHALL BE
�4'-�0" 4'-2" _� N PROVIDED IN FULL -HEIGHT
6 4 ivO WALLS. FOR ADDITIONAL
-ERF-51OCKINCz DETAILS SEE
0d - - cfJ Q 13 O 503x' P G. NOTES ON SHEET-A(o.
� 12
X0p )~ tt �G IG T + 9'-0" CLG.
LL
4
2 4 _ 2'-10° 9' �
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W.LC. - SEE ELEVATION [
ev PROVIDE MIN. 22"x30" -� LINE OF ROOF 511LOW
(Li AT IC ACCESS INSULATE \ `4
8 WEATHER STRIPIL- - - sRESS
R. S. 8060 SLDR.
I
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19'-0" X 14'-0"+
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GUARD RAILS MUST BE ABLE TO z 0 co �
WITHSTAND A CONCENTRATE LOAD k 09
OF 200 Ibs. APPLIED AT AN POINT
ALONG THE RAIL IN ANY DIRECTION. 4
PER TABLE 8301.5
I I I I I
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8060 SLDR.
I
-CANTILEVER
I I I I I
I
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4'-9" 3'-10" 3'_1011 4
5'- 101-011 5'-011 11'
13'-011
UPPER FLOOR PLAN
SCALE: 1/4" = 1'-0"
NOTE:
CONTRACTOR TO VERIFY ALL DIMENSIONS AND
CONDITIONS OF PROJECT AND REPORT ANY
OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR
TO COMMENCING WORK. DESIGNER SHALL NOT BE
RESPONSIBLE FOR DISCREPANT CONDITIONS
RESULTING FROM UNAUTHORIZED WORK PERFORMED
BY THE CONTRACTOR.
AA 5UAr
MAIN FLOOR: 1,345 sf.
UPPER FLOOR: 1,788 sf_
TOTAL -
G, 4 f; R, 4 G E:
OTAL:GARAGE:
ENTRY PORCH:
COV'D PATIO (REAR):
3,133 s f.
428 sf_
61 Sr.
13-1 6F.
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Project # :
17170
Sheet
/k3
MAX. ROOF HEIGHT 6 282.3'
MAX. ROOF HEIGHT 6 282.3'
TOP OF RIDGE
TOP OF ROOF
0
COMP. SHINGLES, TYP. 12 12 COMP. SHINGLES TYP. =ir
4� �4 �4 N
MAX. WALL PLATE 6 2-l6.3' 4J? q..1Z 41Z MAX. WALL PLATE a 2-i6.3'
-PL. BONUS RM.-
PL
I
PL. UPPER FLOOR PL. UPPER FLOOR
CONT. METAL GUTTER
ON 5/4X8 FASCIA
BOARD TYP.
HARDIE PANEL
SIDING, TYP.
CEDAR SIDING, TYP.
OR HARDIE LAP SIDING
UPPER FLOOR
�t SOFFIT, VENT 8
INSULATE CANT'L
W/ R-30 INSUL.
HARDIE PANEL
SIDING, TYP.
APPROX. HEIGHT OF STONE VENEER
3 LIGHTWEIGHT STONE
VENEER, TYPICAL
MAIN FLOOR a 254.1'
254.0'
GAR. SLAB a 253.2' FINISH GRADE
GRADE PLANE 6 252.3' GRADE PLANE 252.3'
252.0'
1 2
A6 A6
250.0'
1 HR. RATED
MAX. ROOF HEIGHT 6 2023'
TOP OF RIDGE
OF INT. LAND
�1
11 ..........
ON
Qu �:
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mom
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
UPPER FLOOR
PL_ a MAIN FLOOR
r =
L IGHTWE IGHT STONE 3
VENEER, TYPICAL A�
-
256,01
MAIN FLOOR MAIN FLR. a 254.-l'
254.0'
FINISH GRADE SLAB s 253.2'
rtONCREfi� ENTRY 252.0'
PORCH AVERAGE GRADE
250.0'
12 12 �4
COMP. SHINGLES, TYP. 4�
MAX. WALL PLATE Q 2-16.3' 4:12
ELEVATION NOT 5:
1. VERIFY SHEAR WALL NAILING e 1HOLDOWNB PER PLAN
PRIOR TO INSTALLING SIDING. CONT. METAL GUTTER
ON 5/4X8 FASCIA
2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO 5E BOARD TYP.
CONSTRUCTED PER I.R.G. CHAPTER 10
3. CAULK ALL EXTERIOR JOINTS 8 PENETRATIONS.
4. PROVIDE APPROVED CORROSION RESISTANT FLASHING HARDIE LAP SIDING, -`
AT EXTERIOR WALL ENVELOPE PER I.R.G. R-103.4 TYPICAL
5. PROVIDE FLASHING AT ROOF PENETRATIONS
PER 1. C. 8903.2 8 8903.2.1
6• PROVIDE WEATHER STRIPPING AT ALL EXTERIOR
4 GARAGE -INTERIOR DOORS.
NEW WINDOWS AND DOORS TO 5E MAX. U -VALUE OF 0.24.
�• PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS e ALL EAVES, TYP. LIE
8, ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY SOFFIT, VENT 4
VISIBLE FROM THE STREET FRONTAGE. MIN. 4" HEIGHT, 1/2" STROKE INSULATE CANT'L
WIDTH AND CONTRASTING BACKGROUND, W/ R-30 INSUL.
a PROVIDE STAIRWAY ILLUMINATION PER I.R.C. 83031 6 303.8
10, SEE SHEET Al FOR ADDITIONAL NOTES.
11, PROVIDE SURFACE DRAINAGE 6" : 10' MIN. AWAY
FROM HOUSE FOOTPRINT IRC 8401.3 HARDIE PANEL
SIDING, TYP.
256.0'
MAIN FLOOR 6 254.7'
�bT1GTE�Afir�S.
2 54.0'
GAR. SLAB 9 253.2'
GRADE PLANE a 252.3'
252.0'
SOFFIT, VENT 8
INSULATE CANT'L
W/ R-30 INSUL.
NOTE:
CONTRACTOR TO VERIFY ALL DIMENSIONS AND
CONDITIONS OF PROJECT AND REPORT ANY
OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR
TO COMMENCING WORK. DESIGNER SHALL NOT BE
RESPONSIBLE FOR DISCREPANT CONDITIONS
RESULTING FROM UNAUTHORIZED WORK PERFORMED
5Y THE CONTRACTOR.
FREAf
SCALE: 1/4" = 1'-0"
VATION
1� 0
MAX. ROOF HEIGHT a 282.3'
TOP OF RI
COMP. SHINGLES TYP_
PL. 'a UPPER FLOOR
6" CORNER TRIM,
TYPICAL
HARDIE LAP SIDING, 6'
TYPICAL
UPPER FLOOR
PL. @ MAIN FLOOR
HARDIE PANEL,
TYPICAL
256.0'
MAIN FLOOR MAIN FLR. 6 254.-l'
254.0'
FINISH GRADE SLAB a 253.2'
252.0'
AVERAGE GRADE
252.3'
250.0'
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Sheet
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MAX. ROOF HEIGHT a 282.3'
TOP OF RIDGE
MAX. WALL PLATE 2-l6.3' -�
-PL. BONUS RM. BUMP -OUT
PL. UPPER FLOOR
CEDAR SIDING, TYP.
OR HARDIE LAP SIDING
6" CORNER TRIM, TYP.
GUARD RAILS MUST BE ABLE TO
WITHSTAND A CONCENTRATED
LOAD OF 200 lbs. APPLIED AT
ANY POINT ALONG THE RAIL IN ANY
DIRECTION. PER TABLE 8301.5
UPPER FLOOR
PL. a MAIN FLOOR
SOFFIT, VENT 8
INSULATE CANT'L
W/ R-30 INSUL.
HARDIE PANEL -
SIDING, TYP.
12
/ 12
4:12 4 4:12
L IGHTWE IGHt STONE _ - S. S.G.
VENEER, TYPICAL 3 -
12
,-,�4
COMP. SHINGLES TYP. =ir
PL. a UPPER FLOOR
CONT. METAL GUTTER
ON 5/4X8 FASCIA
BOARD TYP.
6" CORNER TRIM,
TYPICAL
HARDIE LAP SIDING,
TYPICAL
UPPER FLOOR
-------------------
PL. a MAIN FLOOR
SOFFIT, VENT 8
INSULATE CANT'L
W/ R-30 INSUL.
HARDIE PANEL,
TYPICAL
RAP -AROUND POST
=iN
MAX. ROOF HEIGHT a 282.3'
TOP OF RIDGE
MAX. WALL PLATE 2_16.3'
w
256.0' 256
.0'
MAIN FLOOR a 254.x' MAIN FLOOR .� �.� _ R254.0'
GAR. SLAB a 253.2' FINISH GRADE - - «>
GRADE PLANE a 252.3' = CONCRETE DRIVEWAY
252.0'
GLAZING IN ALL FIXED AND OPERABLE
PANELS OF SWINGING, SLIDING AND
BIFOLD DOORS SHALL BE CONSIDERED
A HAZARDOUS LOCATION, 8308.4.1.
SAFETY GLAZING.
MAX. ROOF HEIGHT a 2023'
TOP OF RIDGE
ELEVATION NOTES=
1, VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN
PRIOR TO INSTALLING SIDING.
2. MASONRY 8 WOOD FRAME CHIMNEYS ARE t0 BE
CONSTRUCTED PER I.R.C. CHAPTER 10
3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS.
4. PROVIDE APPROVED CORROSION RESISTANT FLASHING
AT EXTERIOR WALL ENVELOPE PER I.R.C. R-103.4
5. PROVIDE FLASHING AT ROOF PENETRATIONS
PER I.R.C. 8903.2 4 8903.2.1
6• PROVIDE WEATHER STRIPPING At ALL EXTERIOR
4 GARAGE -INTERIOR DOORS.
NEW WINDOWS AND DOORS TO BE MAX. U -VALUE OF 0.24.
�• PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS a ALL EAVES, TYP.
8. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY
VISIBLE FROM THE STREET FRONTAGE. MIN. 4" HEIGHT, 1/2" STROKE
WIDTH AND CONTRASTING BACKGROUND.
9. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. 83031 8 303.8
10, SEE SHEET Al FOR ADDITIONAL NOTES.
11. PROVIDE SURFACE DRAINAGE 6" : 10' MIN. AWAY
FROM HOUSE FOOTPRINT IRC 8401.3
256.0'
CONT. METAL GUTTER
ON 5/4X8 FASCIA
BOARD TYP.
HARDIE LAP SIDING,
TYPICAL
6" CORNER TRIM, TYP.
HARDIE PANEL
SIDING, TYP.
MAIN FLOOR a 254.7'
2 54.0' L
GAR. SLAB 9 253.2'
GRADE PLANE a 252.3'
252.0'
SOFFIT, VENT
INSULATE (CANT'L
250.0' 1111/-30_INSULT
NOTE:
CONTRACTOR TO VERIFY ALL DIMENSIONS AND
CONDITIONS OF PROJECT AND REPORT ANY
OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR
TO COMMENCING WORK. DESIGNER SHALL NOT BE
RESPONSIBLE FOR DISCREPANT CONDITIONS
RESULTING FROM UNAUTHORIZED WORK PERFORMED
BY THE CONTRACTOR.
f;Rlr.xHT ELEVATION
SCALE: 1/4" = 1'-0"
-t2
4�j
4:12
MAIN FLOOR MAIN FLR. a 254.-l'
254.0'
FINISH GRADE SLAB a 2532'
252.0'
CONCRETE PATIO AVERAGE GRADE
a 252.3'
250.0'
MAX. ROOF HEIGHT a 282.3'
TOP OF RIDGE
12 COMP. SHINGLES TYP
4
PL. a UPPER FLOOR
HARDIE PANEL,
OBSCURE SAFETY TYPICAL
GLASS
CEDAR SIDING, TYP.
OR HARDIE LAP SIDING
UPPER FLOOR
PL. a MAIN FLOOR
SOFFIT, VENT e
INSULATE CANT'L
W/ R-30 INSUL.
LINE OF INTERIOR
UPPER CABINETS
KITCHEN CABINETS
ILl _LINE OF INTERIOR- _ L IGHTWE IGHT STONE 3
IT-GHIEN-CQ-UN-TES' - VENEER, TYPICAL. 256.0'
MAIN FLOOR MAIN FLOOR MAIN FLR. a 254.7'
254.0'
FINISH GRADE SLAB a 253.2'
252.0'
1 2 AVERAGE GRADE
a 252.3'
A6 A6
250.0'
1 HR. RATED
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EXTERIOR WALLS
O
GA FILE NO. WP 8104 PROPRIETARYt
1 HOUR
GYPSUM WALLBOARD,
FIRE
FIBER -CEMENT BOARD, WOOD STUDS
SEE DRILUNG AND
EXTERIOR SIDE: Base layer 1/2" proprietary type X gypsum sheathing applied parallel to
(P
2 x 4 wood studs 24" o.c. with 13/4" galvanized roofing nails 4" o.c. at vertical joints and
NOTCFENG PROVISIONS
top and bottom plates and 7" o.c. at intermediate studs. Face layer 5/16" x 12" wide
maximum proprietary fiber -cement plank lap -applied at right angles to studs with 6d
5LCTION 8602,$.1
corrosion -resistant nails to each stud.
O v
INTERIOR SIDE: One layer 5/8" proprietary type X gypsum wallboard applied parallel to
studs with 1 7/8" smooth round shank nails, 0.088" shank, 0.275" heads, 7" o.c.
Thickness: 5 1/2"
Joints staggered 24" on opposite sides. (LOAD-BEARING)
Approx. Weight: 6 psf
PROPRIETARY GYPSUM BOARD
Fire Test: OPL 11710-98414, 5-1-95
CertainTeed Gypsum, Inc. 1/2" PrOROCTM Sheathing Type C
5/8" PrOROCTm Type X Gypsum Panels
moicgN5 Pncvitiow
tContact the manufacturer for more detailed information on proprietary products.
s
d
1 1�4R. FIRE RATED UJALLe
SECTION 8642,9
FLOOR -CEILING SYSTEMS, WOOD -FRAMED
wIQ
GA FILE NO. FC 5105 PROPRIETARYt
1 HOUR 55 to 59 STC
GYPSUM WALLBOARD, RESILIENT CHANNELS, WOOD JOISTS
FIRE SOUND
One layer 1/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right
n,
angles to resilient furring channels 24" o.c. with 1" Type S drywall screws 12" o.c. Gypsum
O
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board end joints located midway between continuous channels and attached to additional pieces
of channel 60" long with screws 12" o.c. Resilient channels applied at right angles to 2 x 10
0
N
wood joists 16" o.c. with 6d common nails. Wood joists supporting 19/32" plywood and 1"
proprietary sanded gypsum underlayment.
MMMM4
--------------
STC rated with 3 1/2" glass fiber insulation in joist spaces and with carpet and pad. Second
JpIST NAI LEC T4
layer of 1/2" or 5/8" type X gypsum wallboard required to achieve 1 hour fire resistance
X
LU
rating when glass fiber insulation is used.
STUD
a
Approx. Ceiling
PROPRIETARY GYPSUM BOARD
Weight: 2 psf
American Gypsum Company 1/2" TYPE X PLUS
Fire Test: UL R6352, 4-21-71,
CertainTeed Gypsum, Inc. 1/2" ProROCTM Type C Gypsum Panels 1/2"
UL Design L502
G -P Gypsum ToughRock® Fireguard® C
Sound Test: G&H BW -10 MT, 10-13-70
Lafarge North America Inc. 1/2" Firecheck® Type C
I IC & Test: (73 C & P)
National Gypsum Company 1/2" Gold Bond® Brand FIRE -SHIELD CTM
G&H BW -10 MT, 10-13-70
Gypsum Wallboard
PABCO Gypsum 1/2" FLAME CURB® Super'C'
SEE SECTION WZE;
Temple-Inland Forest Products Corporation 1/2" FIRE -RATED "T"
tContact the manufacturer for more detailed information on proprietary products.
N
2 1�4R, FLOOR FRAM Il l
R4FTERSAND CEILING
J01575 OR APPROVED
row rnL"
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TOP PLATE -
TOP PLATE
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SEE DRILUNG AND
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NOTCFENG PROVISIONS
uJ
5LCTION 8602,$.1
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SECONDSTORY
0
WALL STUD_
WJ�
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JOIST IS PERMITTED TO
SEE DRILLING AND
D
BE GUT COR NUTCHEC
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SECTION 8642,9
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NOTGHIPI4 PRWISIONS
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SECTION F11502.8
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X
LU
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TOP PLATE
BAND JCI ST CA
FQR 0LQCeK1 NQ AND
1 IN.
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BRIDGING- SEE
UTIN. 14
TUU -RIBBON
SECTION Rb02.7
SEE SECTION WZE;
E AR NCS
WALL
LAP JOIST 3 IN. MIN -
BAND JOIST 90TTOM PLATE OR SON R5q 9 1
P1_110E SEE SEE SECTION R2.B
OR BLOCKING/ I / FQR FIRE BLOCKING
SILL PLATE JOIST
CRAWL SPACE OR SUSFLOOR
ASEMEN7 �*
FOUNDATION
IN'TERMEDIATE
PLArrortM F nA 411 MG EEA FII NG WALL
4X4 DF 02 P05T AT 8FT O.C. ATTACHED
TO 2X12 JOISTS LU/ (2)y' DIA. x 6' LONG
THRU BOLTS LU/ NUT AND LUASHERS
---_ CONTINUOUS 2X12 RIM
- _ JOIST
�Q N
5IMP50N A34 POST TO
TOP PLATE
2X12 FLR -
JSTS e 16' O.C.
MONOLITHIC
SLAG-ON-GFIAOE
FOUNDATION
9ALL55N FrIAWNG
lmd COMMON NAILS BOTH
SIDES STAGGERED AT 6' O.G.
1 ) SECTION - �4AL1= UUALL FRAM IN
256.0'
MAX. ROOF HEIGHT a 282.3'
_TOP OF RIDGE
12
MAIN FLOOR a 254.1'
-�
254.0'
-GAR. SLAB a 253.2'
GRADE PLANE a 252.3' CONCRETE DRIVEWAY
252.0' -
2015 IRC SECTION 8302.11 FIREBLOCKING.
IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO
CUT OFF ALL CONCEALED DRAFT OPENING6(50T1H VERTICAL AND
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN
STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE,
FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN
THE FOLLOWING LOCATIONS:
1) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING
FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS
AS FOLLOWS:
A) VERTICALLY AT THE CEILING AND FLOOR LEVELS.
B) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.
2) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND
COVE CEILINGS.
3) IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND
BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY
WITH SECTION R302.1,
4) AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES AND WIRES AT
CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST
THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE
MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO
MEET THE ASTM E 136 REQUIREMENTS.
5) FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION
81003.19.
6) FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS
REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. FIRE BLOCKING
MATERIALS SHALL CONSIST OF MATERIAL LISTED IN SECTION 8302.11.1.
LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK
UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE
INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. DRAFTSTOPPING:
WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW A CONCEALED
SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE
INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT
EXCEED 1000 SQUARE FEET. DRAFTSTOPS SHALL DIVIDE THE
CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.
DRAFTSTOPPING MATERIALS SHALL CONSIST OF MATERIALS LISTED IN
SECTION R302.12.1. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS
THAN INCH GYPSUM, 3/0 INCH WOOD STRUCTURAL PANELS OR OTHER
APPROVED MATERIALS ADEQUATELY SUPPORTED. THE INTEGRITY OF
THE DRAFTSTOPS SHALL BE MAINTAINED.
2X6 16' O.C. STUD HALF-LUALL Imd COMMON NAILS STAC<3ERE1)
INFILL U1/ CONTINUOUS 2X6 CAP AT 6" O.C.
PLATE.
TO TQP PLATE QRST
6 MIL (BLACK) V.B.
LINE OF POST 6
BEAM BEYOND
SEE FOUNDATION PLAN
FOR MEMBER DIMENSIONS
f5UILIDING CROSS-SECTION 'A'
SCALE: 1/4" = l'-0"
SECTION 312.12: RODENT PROOFING:
STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED
AND INSTALLED SO THAT NO OPENING EXCEEDS 1/2 OF AN
INCH IN THE LEAST DIMENSION.
312.12.1:
METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER
THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE
SERVICE PIPES FROM THE BOX INTO THE BUILDING.
312.12.2: METAL COLLARS.
IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN
WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES,
SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE
INSTALLATION OF APPROVED METAL COLLARS SECURELY
FASTENED TO THE ADJOINING STRUCTURE.
312.12.3: TUB WASTE OPENINGS.
TUB WASTE OPENINGS IN FRAMED. CONSTRUCTION TO CRAWL
SPACES AT OR BELOW THE FIRST FLOOR SHALL BE
PROTECTED BY THE INSTALLATION OF APPROVED METAL
COLLARS OR METAL SCREEN SECURELY FASTENED TO THE
ADJOINING STRUCTURE WITH NO OPENING GREATER THAN 1/2
OF AN INCH IN THE LEAST DIMENSION.
2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE
AMENDMENTS (UPC)
;ONT. DBL- TOP PLATE
R-10 RIGID INSULATION
EXTERIOR SIDE OF WALL
SHADED AREA)
�X HEADER
KING STUD
EXTERIOR PLYWOOD
TRIMMER
U
NOTE:
REFER TO STRUCTURAL SHEETS FOR SHEAR WALL
SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN
REFERENCES AND/OR INSTRUCTIONS PERTAINING
TO EACH SHEAR WALL INDICATED IN THIS PLAN
NOTE:
CONTRACTOR TO VERIFY ALL DIMENSIONS AND
CONDITIONS OF PROJECT AND REPORT ANY
OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR
TO COMMENCING WORK. DESIGNER SHALL NOT BE
RESPONSIBLE FOR DISCREPANT CONDITIONS
RESULTING FROM UNAUTHORIZED WORK PERFORMED
BY THE CONTRACTOR.
MAIN FLOOR
�) H AIDR/INSLS LATION DETAIL ( 3 ) COFF R D C;ILIN
NOT TO SCALE
TYPICAL ROOF CONSTRUCTION
ARCH. LAM. COMP. ROOFING OVER 15#
ROOFING FELT OVER]/2" CDX OR 1/16"
OSB SHIT'G (CCX PLYWD AT EXPOSED
EAVES) MFG. ROOF TRUSSES a 24" O.C.
MAX. ROOF HEIGHT a 282.3'
TOP OF RIDGE TOP OF RIDGE
COMPOSITION SHINGLES OVER
1/2" CDX OR O.S.B. OVER
151b FELT OVER TRUSSES
INSULATION BAFFLE
VENTED 5LOC<ING MAXIMUM WALL
PLATE e 216.3'
PL. a UPPER FLOOR
CONTINUOUS GUTTER
OVER 8" FASCIA
2x6 STUDS 16" O.G.
W/ R-21 INSULATION TYP.
FINISH PER ELEVATION
OVER 1" CDX OR O.S.B.
OVER 15110 FELT OVER
3/4" T. 4 G. PLYWOOD
OVER 11 1/8 TJI/230 FLOOR JOISTS
UPPER FLOOR
PL. a MAIN FLOOR
R-21 INSUL.
FINISH PER ELEVATION
OVER 1" CDX OR O.S.B.
OVER 151b FELT OVER
2x6 STUDS 16" O.G.
W/ R-21 INSULATION TYP.
3/4" T. 8 G. PLYWOOD
OVER 2x10 FLOOR JOISTS
W/ R-30 INSULATION
MAIN FLOOR
FINISH GRADE
o
L
11
256.0'
-MAIN FLR. a 254.1'
254.0'
-SLAB a 253.2'
252.0' ■
L
- AVERAGE GRADE a 252.3' 0
250.0'
L
a
^L
LL
R OUB I R ID 54F T� GLAZING L OCAT I CNe'.
1. GLAZING IN SWINGING DOORS EXCEPT LOUVERED WINDOWS AND JALOUSIES COMPLYING
WITH IRC 8308.2.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN
SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS
5. GLAZING IN DOORS, WALLS, FENCES AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS,
SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS, GLAZING IN ANY PORTION OF A
BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE.
EXCEPTION: OPENINGS THROUGH WHICH A 3" SHPERE IS UNABLE TO PASS.
6. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST
VERTICAL IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED
POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60"
ABOVE THE WALKING SURFACE.
EXCEPTION: WHERE THERE IS AN INTERVENING WALL OR PARTITION BETWEEN DOOR AND
GLAZING OR WHERE THE DOOR ACCESSES A CLOSET 3' OR LESS IN DEPTH.
1. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, WHEN ALL OF THE FOLLOWING
APPLY:
1.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 S.F.
1.2 BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR.
1.3 TOP EDGE GREATER THAN 36" ABOVE THE FLOOR.
1.4 ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING.
EXCEPTION: WHERE A PROTECTIVE 1 -1/2" -WIDE BAR IS INSTALLED ON THE ACCESSIBLE SIDE OF
THE GLAZING 34" - 35" ABOVE THE FLOOR AND IS CAPABLE OF WITHSTANDING A LOAD OF
50 LBS PER LINEAL FOOT OR WHERE THE BOTTOM EDGE OF THE GLASS IS 25' OR MORE
ABOVE GRADE, A ROOF, WALKING SURFACE, OR OTHER HORIZONTAL SURFACE.
0. GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE.
INCLUDES STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT
TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A
WALKING SURFACE AND WITHIN 60" HORIZONTALLY OF THE WATER'S EDGE. THIS WILL APLY
TO ALL SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
10. 8308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS.
GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES
(914 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS
BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS
LOCATION.
EXCEPTIONS:
1. WHERE A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38
INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (130 N/M) WITHOUT
CONTACTING THE GLASS AND HAVE A GROSS -SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES
(38 MM).
2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING
SURFACE.
11. 8308.4.1 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING.
GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS
LESS THAN 36 INCHES (914 MM) ABOVE THE LANDING AND WITHIN A 60 -INCH (1524 MM)
HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE
CONSIDERED TO BE A HAZARDOUS LOCATION.
EXCEPTION: THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION 8312 AND THE
PLANE OF THE GLASS 16 MORE THAN 18 INCHES (451 MM) FROM THE GUARD.
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,&I= Project #
17170
Sheet
A6
1 1/4" DIA. MIN.
HANDRAIL, CONT.
FOR FULL LENCxTH
OF STAIR
L
J GUARDRAIL MEMBERS TO BE SUCH THAT
A SPHERE OF 4" DIA. SHALL NOT PASS
THROUGH ANY OPENING
--HANDRAILS PER
IRC 8311.7.7
BALUSTERS TO CONFORM
TO IRC R312.2
Z
O
W 36" MIN- STAIRWAY WIDTH
} PER IRC R311.7.1
O \\
16d �
4" O.G.
10" MIN.
TREAD
51MP50N SLOPED
HUC20 OR
EQUAL
BEAM
PER PLAN
BELOW STAIR INSTALL 1/2"
G.W.B. @ CEILING k WALLS
(3) 2X12 STRINGERS
FIRE BLOCKING la MID -SPAN
2X4 THRUST NOTE: GREATEST AND LEAST TREAD
BLOCK RISER SHALL NOT VARY MORE THAN 3/8"
(PER IRC 8311-7-4.1 8311.7.4.2)
-(3) 3c' TOE NAIL STRINGER
TO THRUST BLOCK
- JOIST OR BLOCKING a FLOOR BELOW NOT TO SCALE
WIN S _ ow
HANDRAIL
I_" PART. BD. BULLNOSE
TREADS GLUED & SCREWED
(INSTALL AFTER ROOF ON)
\\\
"SIMPSON" Ls56 EA. SIDE
V PLYWOOD RISERS
(3) 2 X 12 STRINGERS
Y TYPE "X" G.W.B.
TYP. UNDER STAIR
�) 5T,41 4 fRAILING E)TAIL
INSULAT
2X 5TUG
PER PL
1/2" CDX
5HiEATH
2 LAYEF
BLDG- F
RESIST,Z
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R!=515TH
METAL t
ADHERE
TYPE "N
MORTAF
TYPE "N
SEATINC
HANDGRIP SECTION
BTWN IV' & 2"
Al
HANDRAIL
BALLUSTER
OR PARTITION
(VERIFY STYLE)
SHOE RAIL
FOR BALLUSTERS
NOSING OF TREAD
2 X 12 STRINGER
2 X BLOCKING
26 GA GAL V. CORROSION -
RE5157ANT WEEP m
SGREED-OVERLAP BLDG. z
PAPER -LATH TO COVER
TERMINATE ON FLANGE
FOUNDATION WALL
4" MIN. (5GREED TO GRADE)
2" MIN. (5GREED TO PAVEMENT)
3
EAR
rn
SCALE 3/4" = 1'-0"
a'
° a ° 4" MIN. ABOVE THE EARTH, 2" MIN.
ABOVE PAVED AREAS,AND 2"
MINIMUM ABOVE EXTERIOR WALKING
a SURFACES, PER IRC R-103.12.1.
a° °
4
Z3
a
NOT TO 5GALE
VENTILATION SCHEDULE
2015 WASHINGTON STATE ENERGY CODE
M1507.3.3(1) &(2)
SYMBOL
LOCATION
MINIMUM FAN REQUIREMENTS
WDW.
Bath, Powder,
Min. 50 cfm @ 0.25" WG
A
Laundry
U-VAL.
AREA
Kitchen
Min. 100 cfm @ 0.25" WG
B
W.
(Range hood or down draft exhaust fan rated at min. 100 cfm
Instructions No Vaulted Ceilings in this project.
TYPE
at 0.10" WG may be used for exhaust fan requirement.)
NO.
Whole House
MIN. CFM = 105 MAX. CFM = NO MA M1507.3.3(1)
C
Fan
(based on 3,133 s.f. floor area & 6 bedrooms)
X
MAIN FLOOR
*flow rating @ 0.25" WG
1 5.00 8.00 MILGARD
VINYL
*whole house fans located 4 ft. or less from interior grille to
1/2"
AIR YES 0.24 40.00
have a sone rating of 1.0 or less measured @ 0.1" WG,
FOYER
1 5.00 3.00 MILGARD
per IRC M1507.3.4
PICTURE 5320
1/2"
INTERMITTENT WHOLE -HOUSE MECAHNICAL VENTILATION
3.60
Instructions
PER M1507.3.3(2)
VINYL
PICTURE 5320
105 CFM X 1.5 (66%) = 157.5 CFM INTERMITTENT WHOLE -
AIR YES 0.24 36.00
8.64
HOUSE FAN AT 66% (1.5 FACTOR) RUNTIME PERCENTAGE
-
864.90 s.i. IS GREATER THAN:
IN EACH 4 -HOUR SEGMENT PER M1507.3.3(2)
*All fans to vent to outside
*All other requirements of 2015 IRC
2015 WHOLE HOUSE VENTILATION
OPTION 1 - INTERMITTEN WHOLE HOUSE VENTILATION USING EXHAUST FANS
A.
* 105 CFM EXHAUST FAN FLOW RATING PER TABLE M1508.2
* FAN CONTROLS: 24 HOUR CLOGK TIMER WITH CAPACITY OF
CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL $
ACCESSIBLE.
* WHOLE HOUSE FANS LOCATED 4 FEET OR LESS FROM THE
INTERIOR GRILLE SHALL HAVE A SONE RATING OF 1.0 OR LE55 AT 0.1
INCHES W.G.
* OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE
ROOM BY INDIVIDUAL OUTDOOR AIR INLETS. WHERE OUTDOOR AIR
SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS,
PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY INSTALLING OF
DISTRIBUTION DUCTS, UNDERCUTTING DOORS, GRILLES, TRAN50ME15, OR
SIMILAR MEANS. DOORS SHALL BE UNDERCUT A MINIMUM OF 1/2" ABOVE
FLOOR COVERING
105 CFM X 1S ((06%) 15 .5 CFM INTERMITTEN WHOLE -HOUSE FAN 6 66%
(1.5 FACTOR) RUNTIME PERCENTAGE IN EACH 4 -HOUR SEGMENT PER IRC
M1507.3.3(2).
* INTERMITTENT WHOLE -HOUSE MECHANICAL
VENTILATION RATE PER TABLE IRC M1501.3.3(2)
NOTE:
CONTRACTOR TO VERIFY ALL DIMENSIONS AND
CONDITIONS OF PROJECT AND REPORT ANY
OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR
TO COMMENCING WORK. DESIGNER SHALL NOT BE
RESPONSIBLE FOR DISCREPANT CONDITIONS
RESULTING FROM UNAUTHORIZED WORK PERFORMED
BY THE CONTRACTOR.
mow
\ccessories for Horizonta
lent through the wall
Horizontal
Discharge
Termination
12" or 21"
Depending on
Wall thickness
May insert Vent
between Ell and
Tankless or Ell
can install at top
of Tankless
3/4" X 24" Gas
Flex Connector
NOTE:
* ENERGY STAR QUALIFIED
* ENERGY FACTOR OF .96 FOR BOTH NATURAL GAS AND PROPANE
* CERTIFIED FOR INSTALLATION IN MANUFACTURED (MOBILE) HOMES
* ENHANCED SCALE DETECTION LESSENS POSSIBILITY OF SERIOUS,
LONG-TERM DAMAGE TO UNIT
* TEMPERATURE LOCK FUNCTION PREVENTS ACCIDENTAL
OR UNAUTHORIZED CHANGES TO WATER TEMPERATURE
* COMPLIES WITH SOUTH COAST
AIR QUALITY MANAGEMENT DISTRICT 14 NG/J OR 20 PPM NOX
EMISSION LEVELS
NOT TO SCALE
GLAZING SCHEDULE
ROOM
# OFWND.
9.5
WND.
MAN LIF.
FRAME
WDW.
MODEL
AIR
GAS
LO -E
U-VAL.
AREA
UA
U -Factor
WNDS.
W.
H.
Instructions No Vaulted Ceilings in this project.
TYPE
TYPE
NO.
GAP
LOCATE ONE VENT WITHIN 3 FEET OF EACH CORNER OF THE BUILDING
Above Grade Walls (see Figure 1)
(1)
U -Factor
X
MAIN FLOOR
FOYER
1 5.00 8.00 MILGARD
VINYL
PICTURE 5320
1/2"
AIR YES 0.24 40.00
9.60
FOYER
1 5.00 3.00 MILGARD
VINYL
PICTURE 5320
1/2"
AIR YES 0.24 15.00
3.60
Instructions
2 3.00 6.00 MILGARD
VINYL
PICTURE 5320
1/2"
AIR YES 0.24 36.00
8.64
DEN/BD
-
864.90 s.i. IS GREATER THAN:
842.88 &1. Req'd
Below Grade Walls (see Figure r) Figure t)
1 8.00 6.00 MILGARD
VINYL
SLIDER 5120
1/2"
AIR YES 0.24 48.00
11.52
GREAT RM.
1 8.00 8.00 MILGARD
VINYL
S.G.D. 5621
1/2"
AIR YES 0.24 64.00
15.36
GREAT RM.
1 8.00 6.00 MILGARD
VINYL
SLIDER 5120
112"
AIR YES 0.24 48.00
11.52
I ---
1 8.00 6.00 MILGARD
VINYL
SLIDER 5120
112"
AIR YES 0.24 48.00
11.52
DINING
Length
UA
Instructions
No Slab on Grade In this project,
I ---
1 6.00 6.00 MILGARD
VINYL
SLIDER 5120
1/2"
AIR YES 0.24 36.00
8.64
KITCHEN
1 6.00 1.00MILGARD
VINYL
PICTURE 5320
1/2"
AIR YES 0.24 6.00
1.44
CORRIDOR
1 2.00 5.00 MILGARD
VINYL
PICTURE 5320
1/2"
AIR YES 0.24 10.00
2.40
STAIRWELL 1 5.00 3.50 MILGARD VINYL 1PICTURE 5320 1/2" IAIR YES 0.24 1 17.50 4.20
UPPER FLOOR
FOYER
1 5.00 3.00 MILGARD
VINYL PICTURE 5320
1/2"
AIR YES 0.24 15.00
3.60
STAIRWELL
2 5.00 3.50 MILGARD
VINYL PICTURE 5320
1/2"
AIR YES 0.24 35.00
8.40
1 8.00 6.00 MILGARD
VINYL SLIDER 5120
1/2"
AIR YES 0.24 48.00
11.52
BONUS
1 8.00 8.00 MILGARD
VINYL S.G.D. 5621
1/2"
AIR YES 0.24 64.00
15.36
W.I.C.
1 4.00 2.00 MILGARD
VINYL PICTURE 5320
1/2"
AIR YES 0.24 8.00
1.92
M. BATH
1 3.00 5.00 MILGARD
VINYL PICTURE 5320
1/2"
AIR YES 0.24 15.00
3.60
1 8.00 6.00 MILGARD
VINYL SLIDER 5120
1/2"
AIR YES 0.24 48.00
11.52
M.SUITE
1 8.00 2.00 MILGARD
VINYL PICTURE 5320
1/2"
AIR YES 0.24 16.00
3.84
LAUNDR':
1 3.00 5.00 MILGARD
VINYL CASE. 5521
1/2"
AIR YES 0.24 15.00
3.60
BEDRM. #2
1 8.00 6.00 MILGARD
VINYL SLIDER 5120
1/2"
AIR YES 0.24 48.00
11.52
BEDRM. #3
1 6.00 6.00 MILGARD
VINYL SLIDER 5120
1/2"
AIR YES 0.24 36.00
8.64
1 3.00 2.00 MILGARD
VINYL PICTURE 5320
1/2"
AIR YES 0.24 6.00
1.44
BEDRM. #4
1 8.00 6.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.24 48.00 11.52
WND. TOTAL: 770.50 184.92
DOORS WITH MORE THAN 50% GLASS
DOORS WITH MORE THAN 50% GLASS -TOTAL:'
AVG. U -VALUE (VERTICAL GLASS):
SKYLIGHTS AND SKYWALLS
SKYLIGHT TOTAL: #REF!
AVG. U -VALUE (OVERHEAD GLASS):
AREA UA
r7_7_05_0F 184.92
TOTAL 1 TOTAL 2
pr
GLAZING % = TOTAL 1 = 770.50 S. F. = 24.59%
HEATED AREA 3133.00 S. F.
AVG. U -VALUE = UA TOTAL (TOT. 2) = 184.92 UA = 0.24 U -VALUE
AREA TOTAL (TOT. 1) 770.50 A
(1) U -VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B, C, D OR E
Per WSEC R402.4, The bui Id ing thermal Envelope shall be
constructed to limit air leakage. The results of the test shall be
signed by the party conducting the test and provided to the
code official (8402.4.1.2).
Per W5EC 8403.1.1, at least one thermostat per dwelling unit shall be
capable of controlling the heating and cooling system on a daily
schedule.
Per WSEC 8403.2.2, Ducts, air handlers, and filter boxes shall be
sea led.
Per WSEC R404.1, A minimum of 75 percent of the lamps in
permanently installed lighting fixtures shall be high -efficacy lamps.
DUCTS (503.10.1)
* INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR
CEILING CANNOT DISPLACE REQUIRED INSULATION.
* BUILDING CAVITIES CANNOT BE USED AS DUCTS
DUCT TESTING (503.10.2)
* DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE
TESTED.
SimDle Heatina Svstem Size: Washinaton State
The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of
0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC.
Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section,
some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension
Program at (360) 956-2042 for assistance.
Project Information Contact Information
URBAN DESIGN GROUP
206-838-8250
Heating System Type: O All Other systems O Heat Pump
To see detailed instructions for each section, place your cursor on the word "Instructions"
Design Temperature
Instructions Design Temperature Difference (AT) 46
Renton
11 AT= Indoor (70 degrees) -Outdoor Design Temp
Area of Building
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft)
Average Ceiling Height
Instructions Average Ceiling Height (ft)
Glazing and Doors
Instructions
Skylights
Instructions
3,133
Attic
Conditioned Volume
9.5
29,764
U -Factor
X Area = UA
0.30
771 231.15
UI -Factor
X Area = UA
0.50
-
Attic
o
UI -Factor
X
Area =
UA
Instructions R-49
38,504 Btu / Hour
0.026
s.i.
1 1,756
45.66
Single Rafter or Joist Vaulted Ceilings _
s.i.
U -Factor
X
Area
UA
Instructions No Vaulted Ceilings in this project.
INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER
---
LOCATE VENTS SO AS TO PROVIDE CROSS -VENTILATION OF CRAWL SPACE
F
LOCATE ONE VENT WITHIN 3 FEET OF EACH CORNER OF THE BUILDING
Above Grade Walls (see Figure 1)
NO OPERABLE LOUVERS AT VENTS
U -Factor
X
Area
UA
Instructions
R-21 Intermediate
z
I 0.056
49 s.i. each - 25% screen reduction =
3,314
185.58
Floors
11.47 vents
U -Factor
X
Area
UA
Instructions
R-30
Use: (minimum)
I 0.029
423.90 s.i.
1,835
53.22
441.00 s.i.
-
864.90 s.i. IS GREATER THAN:
842.88 &1. Req'd
Below Grade Walls (see Figure r) Figure t)
Lu
UI -Factor
X
Area
UA
Instructions
No Below Grade Walls in this project.
LU
---
-
Slab Below Grade{ (see Figure t)
F -Factor
X
Length
UA
Instructions I No Slab Below Grade In this project.
aN
I ---
a- N
Slab on Grade (see Figure 1)
F -Factor
X
Length
UA
Instructions
No Slab on Grade In this project,
I ---
Location of Ducts
Instructions -
Duct Leakage Coefficient
L Unconditioned Space
1
1.10
Sum of UA
515.61
Envelope Heat Load
23 718 Btu / Hour
Figure 1.
Sum of UA X AT
o
Air Leakage Heat Load
14,787 Btu / Hour
VolumeX 0.6XATX.018
s.i. Req'd
Building Design Heat Load
38,504 Btu / Hour
Air Leakage + Envelope Heat Loss
s.i.
Building and Duct Heat Load
42,355 Btu / Hour
Ducts in unconditioned space: Sum of Building Heat Loss X 1.10
Ducts in conditioned space: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 59,297 Btu / Hour
Building and Duct Heat Loss X 1.40 for Forced Air Furnace
Building and Duct Heat Loss X 1.25 for Heat Pump
FOUNDATION VENTILATION
o
Crawlspace Area: 1317 s.f.
Standard Truss/ Scissor Truss Roof Framing Assembly:
Ventilation Required: 1317 s.f. / 150 = 632.16
s.i. Req'd
Use- 14" x 7" Foundation Vents
1756 s.f.
Vent Area = 98 s.1. - 25% reduct.,1/4"mesh = 73.5
s.i.
Vents Required= 632.16 s.i. / Vent Area = 8.60
s.i.
'1
Provide . 9 14 x 7 Vents, Area = 661.5
s.i.
Ventilation Provided = 661.50 s.i. is Greater than 632.16
s.i. Req'd
Use: 9 14" x 7" Foundation Vents
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FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS
INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER
3.53 s.i. / I.f.
LOCATE VENTS SO AS TO PROVIDE CROSS -VENTILATION OF CRAWL SPACE
842.88 s.i. / 2 / s.i. per I.f. =
LOCATE ONE VENT WITHIN 3 FEET OF EACH CORNER OF THE BUILDING
Provide :
NO OPERABLE LOUVERS AT VENTS
423.90 s.i.
ROOF VENTILATION
o
MAIN ROOF
Standard Truss/ Scissor Truss Roof Framing Assembly:
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Roof Area :
1756 s.f.
Z
Ventilation Required:
1756 s.f. x 144 s.i. / s.f. / 300 =
842.88 s.i. Req'd
Provide 112 ventilation at eaves, 1/2 abo\e midpoint & min. 3 ft.
above eave vents
Eave Ventilation:
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Birdblocking =
4.71 s.i. / I.f. - 25% reduction =
3.53 s.i. / I.f.
Eave Ventilation Req'd =
842.88 s.i. / 2 / s.i. per I.f. =
119.30 I.f.
Provide :
120 I.f. birdblocking. Ventilation =
423.90 s.i.
Min. Ventilation Provided =
423.9 s.i. is greater than
421.44 s.i. Req'd
Upper Roof Ventilation:
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7x7" Attic Roof Jack =
49 s.i. each - 25% screen reduction =
36.75 s.i. each.
Upper Ventilation Req'd =
842.88 s.i. / 2 / s.i. of each vent =
11.47 vents
Provide:
12 -7"x7" roof jacks. Ventilation =
441.00 s.i.
Ventilation Provided =
441.00 s.i. is greater than
421.44 s.i. Req'd
Use: (minimum)
120 Lf. birdblocking. Ventilation =
423.90 s.i.
Use: (minimum)
12 -7"x7" roof jacks. Ventilation =
441.00 s.i.
Total Min. Ventilation Provided =
864.90 s.i. IS GREATER THAN:
842.88 &1. Req'd
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17170
Sheet
GENERAL NOTES
THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE PRESCRIBED VERTICAL AND LATERAL FORCES
AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE
STRUCTURE IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY
INCLUDES BUT IS NOT LIMITED TO J0551TE SAFETY: ERECTION MEANS, AND SEQUENCES: TEMPORARY
SHORING, FORMWORK, AND BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES.
STANDARDS
ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL
BUILDING CODE (IBC) AND SEI/ASCE 1-10 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES AS AMENDED BY LOCAL JURISDICTION
PROJECT LOCATION:
GPS LOCATION: 41.468200000 LAT., -122.223142000 LONGIT.
SITE ADDRESS: 1820 NE 13TH 5T, RENTON, WA
STRUCTURAL DESIGN CRITERIA (CH. 1(o)
LATERAL FORCES:
I. WIND (IBC 1609 e ASCE 6.0)-
II. SEISMIC l IBC 1613 8 ASCE 11.0-13.0 ):
110 MPH WIND SPEED (ult)
SEISMIC DESIGN CATEGORY - D2
85 MPH WIND SPEED (asd)
OCCUPANCY RISK - II
EXPOSURE - B
2% PE IN 50 YR ( 2006 LAT-LON) U56;5 -CD:
IMPORTANCE FACTOR Iw = 1.0
0.2 SEC. (5s) 1.439 g
WIND SPEED UP: KzT=1.00
1.0 SEC. (51) 0.531 g
VERTICAL FORCES - GRAVITY ( IBC 1601 TABLE 1601.1 )
VERTICAL LOADS:
DEAD LOAD
LIVE LOAD
ROOF
ACTUAL
25 PSF SNOW (OR PER LOCAL JURISDICTION)
FLOOR
ACTUAL
40 PSF
GARAGE
I ACTUAL
50 PSF (or 30000 WHEEL LOAD)
DECK
ACTUAL
60 PSF
SOILS AND FOUNDATION DESIGN CRITERIA (IBC CH. 18):
SUBSURFACE INVESTIGATION SHALL BE REQUIRED PER 1803.2: FOUNDATION DESIGN SHALL BE BASED
IN THE ABSENCE OF A SOILS REPORT, THE PRESUMPTIVE LOAD BEARING VALUES DETERMINED BY
LOCAL JURISDICTION OR PER IBC TABLE 1806.2 SHALL BE USED:
I.
SOIL BEARING PRESSURE
1500 PSF
2.
ACTIVE PRESSURE - RESTRAINED
45 PCF
3.
ACTIVE PRESSURE - UNRESTRAINED
35 PGF
4.
PASSIVE RESISTANCE
250 PCF
5,
COEFFICIENT OF FRICTION
0.35
6.
LOCAL FROST DEPTH
12 INCH
ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED 'STRUCTURAL BACKFILL'.
AREAS OVER EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c = 2000 PSI) OR
STRUCTURAL BACK FILL.
CONCRETE (IBC CH. 19 $ ACI 318-11)
CONCRETE: SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I AND SHALL BE
READY -MIXED PER ASTM C-94, MAXIMUM SLUMP 5'. MINIMUM CEMENT CONTENT 51/2 SACKS PER YARD
PROVIDE 5%-1% AIR -ENTRAINED CONCRETE FOR CONCRETE (f'c = 2000 PSI) EXPOSED TO WEATHER.
MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c At 28 DAYS) IBC TABLE 1904.2
USE OR LOCATION OF CONCRETE CONSTRUCTION:
f'c (PSI)
SPECIAL INSPECTION
TESTING REQUIRED
FOOTING PADS 4 FOUNDATIONS NOT EXPOSED TO WEATHER
2,500
NOT REQUIRED
PORCHES, PATIOS, DRIVEWAYS, AND GARAGE SLAB
2,500
NOT REQUIRED
FOUNDATION STEM WALLS AND INTERIOR SLABS ON GRADE
2,500
NOT REQUIRED
CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY
FOR MIX OF 3000 PSI OR GREATER FOR BUILDING INSPECTOR VERIFICATION IF REQUESTED.
REINFORCING STEEL: REINFORCEMENT SHALL CONFORM TO ASTM A-615, 'DEFORMED AND PLAIN BILLET
STEEL BARS FOR REINFORCING STEEL'. BARS SHALL BE GRADE 60 EXCEPT THAT NO. 3 AND 4 MAY
BE GRADE 40. BARS SHALL BE DEFORMED. SPLICE SHALL BE 24 BAR DIAMETERS OR 18' MINIMUM.
PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN WALLS AND FOOTINGS AT INTERSECTIONS.
MILL TICKET FOR REINFORCING BARS SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTOR AND
ENGINEER OF RECORD FOR VERIFICATION IF REQUESTED.
WIRE FABRIC SHALL CONFORM TO ANSI/ASTM A-185, STEEL WELDED WIRE FABRIC PLAIN FOR CONCRETE
PLACEMENT.
CONCRETE ACCESSORIES:
ANCHOR BOLTS, BARS AND RODS SHALL CONFORM TO ASTM A-301' 'LOW CARBON STEEL EXTERNALLY
AND INTERNALLY THREADED FASTENERS'.
CAST -IN-PLACE COLD -FORM STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION
SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THE CURRENT SIMPSON
STRONG -TIE IGC ES OR IAPMO E5 REPORT. ALTERNATE PRODUCTS SHALL BE SUBMITTED TO THE
STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. REQUEST FOR SUBSTITUTION WILL ONLY
BE APPROVED WITH CURRENT ICC E5 OR IAPMO E5 REPORT AND A LIST STATING THE PROPOSED ITEM
SUBSTITUTION WITH EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS WILL BE
REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, A0398 (CAST -IN-PLACE
COLD -FORMED STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION)
PROPRIETARY CAST -IN-PLACE ANCHOR BOLTS SHALL BE '55' AND '551`5' ANCHOR BOLTS
MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED ON THEIR LATEST CATALOG AND ICC E5R-2611.
SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED WITH A CURRENT ICC ES REPORT
TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. IN ADDITION, SUBSTITUTIONS WILL
BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC399 (CAST -IN-PLACE
PROPRIETARY BOLTS IN CONCRETE)
EXPANSION ANCHORS (WEDGE ANCHORS) SHALL BE AS NOTED ON PLANS. INSTALLATION SHALL BE IN
ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. WHEN NOTED ON CONSTRUCTION DOCUMENTS,
INSTALLATION SHALL BE SPECIAL INSPECTED.
NON -SHRINK GROUT: MASTER BUILDERS 'MA5TERFLOW 928 OR PRE -APPROVED EQUAL GROUT MAY BE
PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE
UNDER PLATES OR SHAPES. NO GROUTING SHALL BE DONE BELOW 40 DEGREES F.
EPDXY GROUT: SIMPSON STRONG -TIE 'SET", COVERT OPERATIONS 'CIA' GEL, OR PRE -APPROVED
EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT, WHICH SHALL ACCURATELY MIX AND DISPENSE
THE COMPONENTS. HOLES SHALL BE DRILLED AT THE DIAMETER AS SPECIFIED BY THE
MANUFACTURER BASED ON THE DOWEL BAR OR THREADED ROD DIAMETER HOLES SHALL BE DRY
AND CLEANED WITH PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR DOWEL OR
THREADED ROD SHALL BE CLEAN AND INSTALLED SLOWLY, AND SHALL BE ROTATED AS IT IS
PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA.
EMBED (9) DIAMETERS MINIMUM UNLESS NOTED OTHERWISE IN PLANS AND DETAILS. GROUTING
OPERATION SHALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OWNER.
WOOD CONSTRUCTION (IBC CH. 23 $ NDS)
GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 2015 IBC TABLE 2304.9.1 OR MORE, AS
OTHERWISE SHOWN. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY,
PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD, DO
NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.10.4.2 .
OR AS APPROVED PRIOR TO INSTALLATION.
WOOD SHEATHING: SHALL BE STRUCTURAL ' PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD
SHALL BE GROUP I OR GROUP 2 SPECIES, C -D GRADE EXPOSURE I CONFORMING TO PS I-83,
EACH PANEL SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.
ORIENTED STRAND BOARD (OSB) SHALL BE APA RATED 5TRUCT.-1 FOR ROOF AND WALLS AND APA
RATED STURDY -I -FLOOR FOR FLOORS. EACH PANEL SHALL BE CLASSIFIED AS EXPOSURE 1 AND
SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION (APA).
FRAMING LUMBER
STANDARDS: CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB), OR WESTERN WOOD
PRODUCTS ASSOCIATION (WWPA). EACH PIECE SHALL BEAR THE 5CLI5 OR WWPA GRADE TRADE-
MARK,
SPECIES AND GRADE - BASE DESIGN VALUES l PSI) per NDS
STRUCTURAL ELEMENT
SPECIES/GRADE
fbx
fvx
fc1
fc
It
E
1.
6x BEAMS AND HEADERS
DF NO, 2
815
110
625
600
425
1300000
2,
4x BEAMS AND HEADERS
DF NO. 2
900
180
625
1350
525
1600000
3.
2x JOIST
HF NO, 2
850
150
405
1300
525
1300000
4.
6x POST
DF NO. 1
1200
110
625
1000
825
1600000
5.
4X POST
DF NO, 2
650
180
625
1400
500
1600000
6.
51/ax6 GLU-LAM POST
24F -V4, 24F -VS
2400
265
650
1650
1100
1100000
1,
GLU-LAM BEAM
24F -V4, 24F -V6
2400
265
650
1650
1100
1800000
8.
31/2x OR 51/4x PSL BEAM
PARALLAM PSL
2900
290
150
2900
-
2000000
9.
31/2x OR 51/4x LVL BEAM
MICROLLAM LVL
2600
285
150
2510
-
1900000
10.
31/2x OR 51/4x LSL BEAM
TIMBERSTRAND LSL
1100
400
680
1400
-
1300000
11.
2x WALL FRAMING
HF NO. 2
850
150
405
1300
525
1300000
12.
2x WALL FRAMING , 15FT
DF NO. 1
1000
180
625
1500
615
1100000
GLUE -LAMINATED MEMBERS: CONFORM TO ANSI/AITC AI90.1. MEMBERS SHALL BE COMBINATION
24F -V4 DOUGLAS FIR FOR SIMPLE SPANS, 24F -VS DOUGLAS FIR FOR CANTILEVERED SPANS WITH
EXTERIOR GLUE.
I -JOISTS: SHALL BE TRUS JOIST MACMILLAN, OR APPROVED EQUAL, AS INDICATED ON THE
STRUCTURAL DRAWINGS. I -JOISTS SHALL BE MANUFACTURED IN ACCORDANCE WITH A CURRENT
ICBG REPORT AND APPROVED SHOP AND INSTALLATION DRAWINGS.
WOOD CONSTRUCTION CONNECTORS: SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE AS
SPECIFIED IN THEIR LATEST CATALOG. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS, BOLTS, OR
SCREWS SPECIFIED ON CONNECTOR HARDWARE. CONTRACTOR'S PROPOSED SUBSTITUTION OF OTHER
MANUFACTURE'S CONNECTORS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND
WRITTEN APPROVAL PRIOR TO ORDERING. REQUESTS FOR SUBSTITUTION SHALL INCLUDE CURRENT ICC
AND/OR IAPMO ES REPORTS AND A LIST STATING THE PROPOSED ITEM -FOR -ITEM SUBSTITUTION HAS AN
EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS SHALL COMPLY WITH CURRENT
ICC ACCEPTANCE CRITERIA AC13 AND/OR IAPMO EVALUATION CRITERIA 002-2001 FOR JOIST HANGERS
AND SIMILAR DEVICES AND ICC AC 155 FOR HOLDOWNS AND TENSION TIES. BOLTS IN WOOD
CONNECTORS SHALL CONFORM TO ASTM A-301, GRADE A.
STRUCTURAL WOOD SCREWS: WHERE SPECIFIED OR REQUIRED BY SPECIFIC HARDWARE, SCREWS SHALL
BE 'SDS' STRONG -DRIVE SCREWS MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THEIR
LATEST CATALOG AND ICC ESR -2236. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE
SUBMITTED WITH A CURRENT ICC ES REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN
APPROVAL, IN ADDITION, SUBSTITUTIONS SHALL COMPLY WITH CURRENT ICC ACCEPTANCE CRITERIA
AC233 (ALTERNATE DOWEL TYPE THREADED FASTENERS)
REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: ALL HARDWARE AND FASTENERS IN
PRESSURE TREATED MATERIAL SHALL BE SIMPSON GI85 HDG (HOT DIPPED GALVANIZED) OR
65T300 STAINLESS STEEL CONNECTORS OR EQUIVALENT.
HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH GI85 Z -MAX AND HDG CONNECTORS AND
STAINLESS STEEL FASTENERS SHALL BE USED WITH 55T300 CONNECTORS. DO NOT USE STAINLESS
STEEL FASTENERS WITH GI85 Z -MAX OR HDG CONNECTORS,
ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL BE HOT DIPPED GALVANIZED.
HOT DIPPED OR STAINLESS STEEL NAILS MUST BE USED WHEN FASTENING SHEATHING, STUDS, AND
JOIST INTO TREATED MUD5ILL. HOT DIPPED GALVANIZED OR STAINLESS STEEL FA5TERE5 SHALL BE
USED WHEN FASTENING DECKING TO TREATED MEMBERS.
INSPECTION: TIBC CH. I SECT. 110 )
CONSTRUCTION SHALL BE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL AND SUCH
CONSTRUCTION OR WORK SHALL REMAIN ACCESSIBLE AND EXPOSED FOR CONTINUING INSPECTION
UNTIL APPROVED. THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL TO MAKE THE
INSPECTIONS SET FORTH IN SECTIONS 110.3.1 THROUGH 110.3.10. INSPECTION REQUESTS SHALL BE THE
RESPONSIBILITY OF THE BUILDING PERMIT HOLDER. WORK SHALL NOT PROCEED BEYOND THE POINT
INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT OBTAINING THE APPROVAL OF THE BUILDING
OFFICIAL. THE BUILDING OFFICIAL SHALL INDICATE ANY OF CONSTRUCTION THAT IS SATISFACTORY AS
COMPLETED, OR NOTIFY THE CONTRACTOR ANY PORTIONS THAT ARE NOT IN COMPLIANCE TO THIS
CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED BY THE CONTRACTOR AND
SUCH PORTION(S) SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED OR SIGNED OFF BY
THE BUILDING OFFICIAL.
ABBREVIATIONS, STRUCTURAL
(THIS LIST APPLIES ONLY TO STRUCTURAL DRAWINGS)
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6
AT
EL
ELEVATION
MAX
MAXIMUM
0
DIAMETER
EN
EDGE NAILING
MIN
MINIMUM
*
POUND/NUMBER
EQ
EQUAL
NTS
NOT TO SCALE
*-
PLUS OR MINUS
ES
EACH SIDE
OC
ON CENTER
/
PER
EW
EACH WAY
OSB
ORIENTED STRAND BOARD
>a
SQUARE
FT
FOOT OR FEET
PL
PROPERTY LINE
AB
ANCHOR BOLT
FDN
FOUNDATION
PSF
POUND PER SQUARE FOOT
ALT.
ALTERNATE
FL
FLUSH
PSI
POUND PER SQUARE INCH
BLDG.
BUILDING
F.J.
FLOOR JOIST
PW
PLYWOOD
BLKG
BLOCKING
FOC
FACE OF CONCRETE
SHTG
SHEATHING
BM
BEAM
FOM
FACE OF MASONRY
STRUCT STRUCTURAL
BN
BOUNDARY NAILING
FOS
FACE OF STUD
SIM.
SIMILAR
BOF
BOTTOM OF FOOTING
FOW
FACE OF WALL
SQ
SQUARE
BOT
BOTTOM
FIG
FOOTING
STD
STANDARD
BRG
BEARING
GA
GAUGE
SW
SHEAR WALL
C
CHANNEL
GALV
GALVANIZED
S.V.
SCREEN VENT
CBR
CAMBER
GL
GLU-LAM (BEAM)
TeG
TOUNGUE AND GROOVE
CANT
CANTILEVER
GT
GIRDER TRUSS
TOC
TOP OF CONCRETE
CJ
CEILING JOIST
HF
HEM -FIR
TOF
TOP OF FOOTING
C.J.
CONSTRUCTION JOINT
HGR
HANGER
TOS
TOP OF STEEL
C.L.
CENTERLINE
HDR
HEADER
TPL
TRIPLE
CONT
CONTINUOUS
HI
HEIGHT
TYP.
TYPICAL
DBL
DOUBLE
HOR
HORIZONTAL
UNO
UNLESS NOTED OTHERWISE
DET
DETAIL
IN.
INCH
VERT
VERTICAL
DIA.
DIAMETER
JST.
JOIST
W
WIDE FLANGE STEEL BEAM
DF
DOUGLAS FIR
L
ANGLE
W/
WITH
DO
DITTO, THE SAME
LVL
LAMINATED VENEER
W/O
WITHOUT
EA
EACH
LUMBER
EF
EACH FACE
NOTE:
AREAS NOT HAI
MINIMUM SHEAR
PLATE NAILING
SPACING. SEE '
SCHEDULE NOTE
(THIS SHEET)
SOLE PLA
SCHEDULE
FLOOF
PLAN
BLOCKING REQUIRE[
ALL HORIZONTAL UN;
PW EDGES - SIZE PE
DOUBLE TOP PLATE - MIN. LAP SPLICE
SHALL BE 1'-0' - NAIL W/ 10cl 9 4' O.G.
TRUSSES OR RAFTERS ABUTTING VERTICAL PW SPECIAL SHEAR WALL PANELS
3 EDGE FRAMING - SIZE SEE SCHEDULE FOR NAILING
ROOF 5HTG. v
PER SCHEDULE
AND HOEDOWN TYPES
PL ELEV.
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i
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PL ELEV.
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- -
-- -
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MAIN FLOOR JOISTS PER PLAN -
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PER SHEAR WALL SCHEDULE
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AT FOUNDATION 52 52
NOTE: THIS ELEVATION DOES NOT REPRESENT A SPECIFIC SHEAR WALL TYPE OR LOCATION. REFER TO THIS
DETAIL FOR VARYING SHEAR WALL CONDITIONS, I.E. SHEAR WALL CONNECTION FROM SECOND FLOOR TO MAIN
FLOOR. SEE TO SHEAR WALL SCHEDULE FOR SPECIFIC NAILING, HOLDOWN TYPES, AND FRAMING SIZES.
ELEVATION TWO 5TORY FRAMING OR 8HEAR WALL (HATCHED)
GIRDER TRUSS
PER PLAN
2x BLOCKING (TYP.)
SIMPSON H1 (TYP.)
BOUNDARY EDGE FRAMING
PER SHEAR WALL SCHEDULE
ADDITIONAL STUDS
BELOW GIRDER TRUSS
PER PLAN
�- 3/4' FLOOR 5HTG,
1
MST STRAPS
PER PLAN
FLOOR JOISTS
PER PLAN
I
BOUNDARY EDGE FRAMING
PER SCHEDULE
3/4' FLOOR SHTG.
JJ
ADDITIONAL EDGE FRAMING AND HOLDOWN
REQUIRED BELOW EDGE OF UPPER FLOOR
SHEAR WALL - SEE PLAN IF READ.
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8'
(2) #4 CONT. W/ CORNER BARS
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8'
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•
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FOOTING
M
TREATED SILL PLATE W/
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EDGE NAILING - SEE GENERAL NOTES
#4 TOP Z
4' TIGHT LINE
4' PERF. DRAIN
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PLACE ALT. BARS
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FABRIC
SA
(2) #4 CONT. W/ CORNER BARS
1-4
2 SECTION
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SOLE PLATE NAILING PER SHEAR
WALL SCHEDULE
EDGE NAILING - SEE GENERAL NOTES
2X RIM BOARD
GARAGE SLAB ON GRADE
FOR DETAILS AND
CALLOUTS IN
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all -4
1'-4"
SECTION
r 11-01
2X BEARING WALL
PER PLAN
3/4' T4G PW SHEATHING -
2X JOISTS
16' O.C.
SOLE PLATE NAILING PER SHEAR
WALL SCHEDULE
EDGE NAILING - SEE GENERAL NOTES
2X BLOCKING
AT BEARING WALL ONLY
4XID 2X6 X 14' EACH SIDE W/
(5) 16d GALV. IN BEAM 4
(5) 16d GALV. IN POST
TREATED
4X4 AT CONT. SPAN BM.
4X6 AT BM. SPLICE ANGLE EACH SIDE - 5IMP50N A33 W/
(4) Imd IN POST
(2) #4 EA. WAY I (4) SIMPSON PDP -150 POWDER ACTUATED FASTENERS
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2,-m,
D_�
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SOLE PLATENAILING -
SEE SHEAR WALL
SCHEDULE - SI
BOTTOM OF FOOTING
BEYOND.
EDGE NAILING -
SEE SHEAR WALL
SCHEDULE - Sl
+ SIMP50N LTP4
(2) PER BLOCKING
%� PIPE PARALLEL
(3) 16d INTO BLKG TO WALL.
2X6 BLKG. - ATTACH TO JST,
WEB W/ 4-10d
7/16' OSB SOFFIT
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EDGES 4 12' O.C. FIELD
/\\//\\//\\/ • — 4' PERF. DRAIN
F
COVER
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(2) #4 CONT. W/ CORNER BARS
SECTION
1 = 1 -oil
POST PER PLAN —
40 DIA. (20" MIN) 4' SLAB ON
BAS ALL CORNER GRADE
40 BAR DIA. LAP •
TYP 20' MIN.
� 1
NOTES: 2
ADD'L. IF NOKI" IAL WALL REINF-
IS NOT IN PROPER LOCATION.
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2
2N MAX SIZE AND SPACING AS
HORIZ REINF.
(2) #4 lm' AND ABOVE. 3. WALL DETAILS SHOWN.
FOOTING DETAILS SIM.
• ' I' CER. 4. WALLS THICKER THAN a'
TO HAVE DOUBLE MAT.
OF RE INF. 4 5' AND
TYPICAL REINFORCEMENT PLACING PLAN FOR CONCRETE WALLS SMALLER USE SINGLE
MAT.
10 SECTION
1" = I' -m'
CORNER, OR #
DOOR OR WINDOW EDGE OF SHEARWAL
SEE FLOOR PLANS
(2) STUDS -s SHEAR WALL
PANEL EDGE EDGES. NAIL STUDS TO ADJACENT
NAIL SPACING STUD W/ Imd la 12" O.C.
PANEL EDGE NAILING. F
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EDGES OF SHEARWALL PLATES SAME AS EDGE F
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EDGE NAILING - SEE GENERAL NOTES
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FOR DETAILS AND
CALLOUTS IN
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all -4
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SECTION
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2X BEARING WALL
PER PLAN
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2X JOISTS
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SOLE PLATE NAILING PER SHEAR
WALL SCHEDULE
EDGE NAILING - SEE GENERAL NOTES
2X BLOCKING
AT BEARING WALL ONLY
4XID 2X6 X 14' EACH SIDE W/
(5) 16d GALV. IN BEAM 4
(5) 16d GALV. IN POST
TREATED
4X4 AT CONT. SPAN BM.
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(2) #4 EA. WAY I (4) SIMPSON PDP -150 POWDER ACTUATED FASTENERS
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z SEE SHEAR WALL SCHEDUL
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2,-m,
D_�
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SOLE PLATENAILING -
SEE SHEAR WALL
SCHEDULE - SI
BOTTOM OF FOOTING
BEYOND.
EDGE NAILING -
SEE SHEAR WALL
SCHEDULE - Sl
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(2) #4 CONT. W/ CORNER BARS
SECTION
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POST PER PLAN —
40 DIA. (20" MIN) 4' SLAB ON
BAS ALL CORNER GRADE
40 BAR DIA. LAP •
TYP 20' MIN.
� 1
NOTES: 2
ADD'L. IF NOKI" IAL WALL REINF-
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2
2N MAX SIZE AND SPACING AS
HORIZ REINF.
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FOOTING DETAILS SIM.
• ' I' CER. 4. WALLS THICKER THAN a'
TO HAVE DOUBLE MAT.
OF RE INF. 4 5' AND
TYPICAL REINFORCEMENT PLACING PLAN FOR CONCRETE WALLS SMALLER USE SINGLE
MAT.
10 SECTION
1" = I' -m'
CORNER, OR #
DOOR OR WINDOW EDGE OF SHEARWAL
SEE FLOOR PLANS
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PANEL EDGE EDGES. NAIL STUDS TO ADJACENT
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HOLDOWN REQ'D BOTH ALSO NAIL TO TOP '
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SEE SCHEDULE
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SIDES OF PIPE.
NO EXCAVATION PERMITTED BELOW THIS LINE, STEP FOOTING
AS REQUIRED.
I. THIS DETAIL SHOWS PERMISSIBLE LOCATION OF PIPES OR
EXCAVATION.
2. FOR PIPES GREATER THAN 3'-m" BELOW FOOTING, BACKFILL
TRENCH WITH STRUCTURAL BACKFILL.
TYPICAL DETAIL OF PIPE AT CONCRETE FOOTINGS
arECTION
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Project #
18817
Sheet
2x6 STUDWALL
SOLE PLATE NAILING PER SHEAR
3/4' T4G PW SHEATHING- WALL SCHEDULE
2X LSL RIM JOIST
EDGE NAILING - SEE GENERAL NOTES
TJI JOISTS EDGE NAILING AS SPECIFIED
16" O.C. J PER SHEAR WALL SCHEDULE
Ed (21/2') BOX
ONE EA, SIDE
2X4 FLAT HORIZ. AT
ALL UNSUPPORT DLOCKING PANEL EDGES PANEL JOINT
HEADER PER PLAN
SEE SHEAR WALL SCHEDULE ON
2x6 STUDWALL SHEET FRAMING PLANS FOR SPECIFIC NAILING
� SECTION
CIMOC/1A1 III t A/`I I tol ICC
2x6 STUDU,
ad 6
BEAM
PLAN
6X6 POST
SECTION
1' = 1'-m'
CORNER POST CONNECTION
10 SECTION
1" = 1'-m'
O.G.
SIMPSON HW: W=55/8', D=12'
TOP FLANGE HANGER
OFFSET RIGHT
PW
1 PER PLAN
'CQ(
6
END WALL BRACE:
13/4'X11'/S' LVL BLKG. G S' -m' O.G. ( 2 BAYS)
NAIL FLOOR SHTG. TO BLKG. W/ ad -a 4' O.G.
NOTE: BLOCKING MAY BE ELIMINATED IF
PERPENDICULAR WALL OCCURS WHERE
BLOCKING IS REQUIRED,
3/4" T4G PW SHEATHING-
- -
A35 (TYP.)
I I I I
PW FILLER
I I I I
2x6 STUDWALL
SOLE PLATE NAILING PER SHEAR
WALL SCHEDULE
EDGE NAILING - SEE GENERAL NOTES
2X LSL CONT. RIM
EDGE NAILING AS SPECIFIED
PER SHEAR WALL SCHEDULE
I I I I
II II
FLOOR JOISTS
I I I I PANEL JOINT
I I I I
2X4 FLAT HORIZ. BLOCKING AT
PERPENDICULAR WALL / ALL UNSUPPORTED PANEL EDGES
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HEADER PER PLAN SEE SHEAR WALL SCHEDULE ON
SHEET FRAMING PLANS FOR SPECIFIC NAILING
-SECTION 2x6 STUDWALL
2 =
ad 6 6' O.C.
ROOF SHEATHING
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TRUSS RIDGE BEAM AS REQUIRED
T�Tf ICAL SIF IDETAIL
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SHEATHING
ROOF SHEATHING±
EXTEND TO COVER
FRAMING BELOW
OVERFRAMING.
RAFTERS OR
TRUSS
AFTERS OR
TRUSS
2x CONTINUOUS
ONNECT CONTINUOUS 2X
VL Lo THRU ROOF SHEATHING TO
/ RAFTER BELOW
1' , 11-v WITH (2) 16d NAILS
2x6 STUDWALL
3/4' T4G PW SHEATHING -
HANGER PER TJI MFR.
TJI JOISTS
16' O.C-
HEADER PER PLAN
I II
MFRD. MONO -TRUSSES
_�� II
2x6 STUDWALL BEYOND I
I I
2x6 STUDWALL
I II
�� SECTION
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SOLE PLATE NAILING PER SHEAR
WALL SCHEDULE
MFRD. TRUSSES
SIMP50N HI EACH TRUSS L
HEADER PER PLAN
2x6 STUDWALL
2x6 STU
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EDGE NAILING - SEE GENERAL NOTES
HANGER PER
� __,,,,,, •.__ � SIMPSON HI EACH TRUSS
ad -S 6 " O.C.
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OSB SHTG
3 SECTION
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EDGES 8 ad -@ 12' O.C. INTERMEDIATE
FRAMING MEMBERS
5IMP50N RBC - SPACED AT 6'-m' O.G.
NOTE: DO NOT ATTACH TO BIRDS
MOUTH BLOCKING
� ad 1@ 6 " O.C.
PROVIDE 2x SOLID BLOCKING
AT 'RBC' LOCATIONS ONLY.
EDGE NAILING - SEE GENERAL NOTES
PW - SEE SHEAR WALL SCHEDULE ON
SHEET Sl FOR SPECIFIC NAILING
PANEL EDGE N.
ALSO NAIL TO
PLATES SAME
OF SHEARWALL
MST STRAP
SECTION
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MESE 5T AF I40LD000N (FES FLAN)
SECTION
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DOUBLE STUD
SHEAR WALL EDGES
PANEL
NAIL 5f
MSTG6653 REQ'D BC
EDGES OF SHEARWAL
SHEATHIN(
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ILING
HEADER
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W/ WALL
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4XIm ; �� \ 4X10 II ` 4XIm
�
I 6'-8" 41-611 2'-8' 1'-4"
I II II
1 18"X24' CRAWL U
SPACE ACCESS.0
6 INSULATE 4 WEATHER vfj
._. .. II
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I
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(o MIL (BLACK) V.B. OVER
4" GRANULAR FILL
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II' -4' 1 1
■
5kE3ARUJjALL 5CHEIDULE (1)(2)(4)
WALL
TYPE
(5)
5HTG,
(3)
EDGE NAILING
LENGTH x GAGE)
(6)A.B, SPACING
SOLE PLATE
NAILING (GA.)
ABUTTING
VERT. PW
EDGES
ABUTTING
HORIZ. PW
EDGES
(9)
SOLE
PL
MUD
SILL
BOUNDARY
FRAMING
(VERT.)
HOEDOWN
TYPES
REMARKS /
DETAILS
SHEAR
(PLF)
UPLIFT
FORCE
ll)
1/16" OSB
N
($ z"�X 0.131')
%N A.B. 6 24" O.C.
2x6
2x6
2x6
2x6
2-2x6
5THDI4RJ
S
218 plf
1.8 k
DF
Aad)
1/16" OSB
6 6' O.G.
(2V" X 0.131')
5�s' A.B. 36' O.C.
16d 6 8" O.C.
(3-Y2" X 0.135")
2x6
2x6
2x6
2x6
2-2x6
5THD14RJ
B
52
214 plf
28 k
FROM THE FOUNDATION FOR RAIN OR IRRIGATION WATER
3
1/16' OSBIII
Sd 6 4' O.C.
(2/ X0.131)
%N A.B. 6 36' O.G.
16d 6 8' O.C.
(3y'X0.135')
2x6
2x6
2x6
2x6
2-2x6
5THDI4RJ
e'
S2
291 plf
2.9 k
36"
Aoi
1/1(O" OSB16d
Sd 6" O.G.
l2 y" X 0.131')
%' AB, -8 48' O.C.
9 12" O.C.
(3-' X 0.135')
2xy26
2x6
2x6
2x6
2-2x6
NONE
< 223 plf
0.0 k
BE SIMPSON "IMAX' (G185 HDG PER ASTM A653).
NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' .
-------- ----
2
FOUNDATION /MAIN FLOOR FRAMING PLAN
DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS
WITH ARCHITECTURAL DRAWINGS,
SMEAR WALL KHEPULE NCTE5 (i IAIN FLOOR):
I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE
FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12" O.C.
SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES.
2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL
SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' O.G. FIELD NAIL SPACING SHALL BE 12' O.C.
3. SHEATHING SHALL BE 1/16' OSB UNLESS SPECIFIED 15/32" STRUCTURAL *1 IN SCHEDULE.
4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR 02 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE
SPACED AT lb"O.C.
5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X(o PER SCHEDULE) HEM FIR #2 SPACED AT 16' O.G.
6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 12X(o WALLS), (2) 2X4 (2X4 WALLS), OR SOLID
SAWN POSTS AS NOTED IN THE SCHEDULE.
1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING
SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE.
8. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE
NAILING SHALL BE 16d SPACED 12' O.0 (MAX. OR LESS AS SPECIFIED IN SCHEDULE)
S. MUD SILLS SHALL BE 2X6 HF #2 P.T. CONTINUOUS AROUND PERIMETER OF FOUNDATION WALL.
10. FOUNDATION ANCHOR SHALL BE %N DIA. X 10" A.B. FOR 2X6 MUDSILL OR %N DIA. X 12' A.B. FOR 3X6 MUD61LL6, IF NOT SPECIFIED BY
THE SHEAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48" O.G. ALL ANCHOR BOLTS SHALL BE
EMBEDDED IN CONCRETE 1" MIN. PROVIDE (2) MINIMUM AB -S FOR EACH MUDSILL SECTION.
11. PROVIDE 3'X3'XI/4' GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 3'X3'XY4' GALV. WASHERS WITH DIAGONAL
SLOTTED HOLES IF STANDARD CUT WASHERS ARE USED AND PLACED ABOVE THE SLOTTED PLATE WASHERS.
LEGEND
INDICATES SPREAD FOOTING PER PLAN
AND REINF. PER SCHDULE.
+(0
r-- -� INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS
I �
ORIGINATING AT THIS LEVEL AND
SUPPORTING POINT LOADS FROM ABOVE.
L J
F3.0 INDICATES SHEAR WALLS WITH HOLDOWNS
OR FOUNDATION STRAPS PER PLAN. SEE
S SHEAR WALL SCHEDULE AND ELEVATION.
boa Tyo
INDICATES BEAM MARK NUMBERS PER
PLAN AND STRUCTURAL CALCULATIONS.
'-� 23 4X10 ----
INDICATES 4X4 POST BELOW CONT. FLOOR
R i FR BEAMS OR 4X6 POSTS AT FLOOR BEAM
L_ __J SPLICE. (TYPJ
INDICATES ROUND OR SQUARE SPREAD
FOOTING PER PLAN AND SCHEDULE.
INDICATES /4 T4G PLYWOOD -
NAIL WITH ad e 6' O.C. EDGES AND
ad a 10" O.C. AT INTERMEDIATE FRAMING
MEMBERS
FOOTING SCHEDULE (1500 P51= BRGJ f'c = 2500 psi
FOUNDATION 4 MAIN FLOOR FRAMING NOTES:
DIMENSION (INCHES)
REINF.
1.
ALL FLOOR BEAMS SHALL BE 4X10 DF #2 UNLESS NOTED OTHERWISE ON PLAN. NOTE
O
"L'
W.
LOCATE BEAMS UNDER BEARING WALL WHERE NOTED ON PLAN.
LONGIT.
TRANSV.
2.
ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL
(X
le
FILL. SEE GENERAL NOTES FOR ASSUMED ALLOWABLE SOIL LATERAL OR VERTICAL
0
BEARING PRESSURES,
24'
24'
3,
THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN, AND FREE OF
(3) 04
5.5 K
L_ F2.0j1
LOOSE MATERIAL OR WATER WHEN CONCRETE IS PLACED. OVER EXCAVATION SHALL
�
V
BE FILLED CONCRETE THE SAME STRENGTH AS FOOTINGS.
4.
FINISH GRADE AROUND THE PERIMETER OF THE STRUCTURE SHALL BE DRAINED AWAY
��
iii
FROM THE FOUNDATION FOR RAIN OR IRRIGATION WATER
0
II
5.
THE CONTRACTOR SHALL FOLLOW THE AVAILABLE GEO-TECH. REPORT FOR THE
(2) #4
S2
�
RECOMMENDED SITE PREPARATIONS BEFORE CONSTRUCTING THE FOUNDATION.
m ..
6.
ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN
r------�
I �
I �
36"
36"
APPROVED PRESERVATIVE. ANY FIELD GUTS, NOTCHES, AND DRILLED HOLES SHALL
(3) #4
(3) 04
12.4 K
BE RE -TREATED PER AWPAM4.
e
1.
ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL
I �
BE SIMPSON "IMAX' (G185 HDG PER ASTM A653).
4J
-
(3) #4
(3) 04
U
I �
I F3.5 1
L______J
8.
PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TO
N
TO JOISTS. NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE
L
48"
48"
OR NOTE 8. OF SHEAR WALL SCHEDULE NOTES.
a
(3) 05
9.
PROVIDE Na' DIA. GALV. ANCHOR BOLTS EMBED 1' MIN. IN CONCRETE. PROVIDE
114"X3"X3" GALVANIZED WASHERS AT EACH ANCHOR BOLT.
10.
PROVIDE APPROPRIATE BLOCKOUT IN STEM WALLS OR FOOTINGS FOR PLUMBING 4
60'
14"
((o)05
ELECTRICAL STUB -OUTS PER ARCH. PLANS. COORDINATE WITH GENERAL
33.5 K
F
L F5.0]
CONTRACTOR
11.
PROVIDE CRAWL SPACE ACCESS PER IBC AND ARCHITECTURAL PLANS.
COORDINATE LOCATION IN SITE WITH CONTRACTOR
12.
PROVIDE CRAWL SPACE VENTILATION PER IBC AND FOUNDATION PLANS, DO NOT
;.n 0
LOCATE VENTS WITHIN 8" OF HOLDOWN STRAPS OR HOLDOWN BOLTS, MAINTAIN 3'-0"
-� m
CLEAR FROM EACH CORNER,
13,
FOR TYPICAL PLACEMENT OF HORIZONTAL REINF. IN CONCRETE, SEE 14/62.
14.
FOR TYPICAL DETAIL FOR INSTALLATION OF PIPES NEAR FOOTINGS, SEE 8/52,
15.
CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR
=�
RECEIPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BUILDING
N
INSPECTOR VERIFICATION. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR
CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 1 PERCENT
PER IRC TABLE 402.2. SEE GENERAL NOTES IN SHEET Sl FOR ADDITIONAL
REQUIREMENTS.
16.
PROVIDE SQUASH BLOCKING BELOW ALL SOLID SAWN OR BUILT-UP 2X POSTS ALONG
L
2
EXTERIOR OR INTERIOR STEM WALLS PER ELEVATION SHEET 51.
0
52
FOUNDATION /MAIN FLOOR FRAMING PLAN
DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS
WITH ARCHITECTURAL DRAWINGS,
SMEAR WALL KHEPULE NCTE5 (i IAIN FLOOR):
I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE
FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12" O.C.
SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES.
2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL
SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' O.G. FIELD NAIL SPACING SHALL BE 12' O.C.
3. SHEATHING SHALL BE 1/16' OSB UNLESS SPECIFIED 15/32" STRUCTURAL *1 IN SCHEDULE.
4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR 02 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE
SPACED AT lb"O.C.
5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X(o PER SCHEDULE) HEM FIR #2 SPACED AT 16' O.G.
6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 12X(o WALLS), (2) 2X4 (2X4 WALLS), OR SOLID
SAWN POSTS AS NOTED IN THE SCHEDULE.
1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING
SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE.
8. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE
NAILING SHALL BE 16d SPACED 12' O.0 (MAX. OR LESS AS SPECIFIED IN SCHEDULE)
S. MUD SILLS SHALL BE 2X6 HF #2 P.T. CONTINUOUS AROUND PERIMETER OF FOUNDATION WALL.
10. FOUNDATION ANCHOR SHALL BE %N DIA. X 10" A.B. FOR 2X6 MUDSILL OR %N DIA. X 12' A.B. FOR 3X6 MUD61LL6, IF NOT SPECIFIED BY
THE SHEAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48" O.G. ALL ANCHOR BOLTS SHALL BE
EMBEDDED IN CONCRETE 1" MIN. PROVIDE (2) MINIMUM AB -S FOR EACH MUDSILL SECTION.
11. PROVIDE 3'X3'XI/4' GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 3'X3'XY4' GALV. WASHERS WITH DIAGONAL
SLOTTED HOLES IF STANDARD CUT WASHERS ARE USED AND PLACED ABOVE THE SLOTTED PLATE WASHERS.
LEGEND
INDICATES SPREAD FOOTING PER PLAN
AND REINF. PER SCHDULE.
+(0
r-- -� INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS
I �
ORIGINATING AT THIS LEVEL AND
SUPPORTING POINT LOADS FROM ABOVE.
L J
F3.0 INDICATES SHEAR WALLS WITH HOLDOWNS
OR FOUNDATION STRAPS PER PLAN. SEE
S SHEAR WALL SCHEDULE AND ELEVATION.
boa Tyo
INDICATES BEAM MARK NUMBERS PER
PLAN AND STRUCTURAL CALCULATIONS.
'-� 23 4X10 ----
INDICATES 4X4 POST BELOW CONT. FLOOR
R i FR BEAMS OR 4X6 POSTS AT FLOOR BEAM
L_ __J SPLICE. (TYPJ
INDICATES ROUND OR SQUARE SPREAD
FOOTING PER PLAN AND SCHEDULE.
INDICATES /4 T4G PLYWOOD -
NAIL WITH ad e 6' O.C. EDGES AND
ad a 10" O.C. AT INTERMEDIATE FRAMING
MEMBERS
FOOTING SCHEDULE (1500 P51= BRGJ f'c = 2500 psi
DIMENSION (INCHES)
REINF.
ALLOWABLE
TYPE
O
"L'
W.
THK
LONGIT.
TRANSV.
a o41
LOAD (KIPS)
(X
le
0
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24'
24'
10"
(3) #4
(3) 04
5.5 K
L_ F2.0j1
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24" DIA.
10"
(2) #4
(2) #4
4.3 K
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36"
36"
10"
(3) #4
(3) 04
12.4 K
F3.0
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42'
42'
12'
(3) #4
(3) 04
16.5 K
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L______J
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48"
48"
12'
(3) #5
(3) 05
21.6 K
F4.0
L______ J
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60'
60'
14"
((o)05
(6) #5
33.5 K
F
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18817
Sheet
S4
MONO -TRUSSES 9 24' O.G.
C816 X 52'-0' CONT. STRAP
NAIL TJI JOISTS AND LVL BEAM
e
�r
BLOCK ALL PANEL EDGES
THIS AREA. NAIL WITH Sd -a
4' O.G. EDGES AND 10' O.G.
AT INTERMEDIATE FRAMING.
52'-O'
CSI6 X 29'-0' CONT. STRAP
NAIL TO BLOCKING OVER WALL,
AND 2X6 FLAT BLOCKING
BETWEEN JOISTS 2
2 53
4XIO �� �� �� � 4XIO
4
F7-------------- L -_-----_-----_--I IIL
-----
10
53
,
O511/2 X12 GL 4
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- ---- I- HUS41O - I LVL 13/4 XIli/8 FLUSH �I J I -_�
- - - - _ - - - - - - = - ----- _-------_-- -
PHUS410 40 II �---------- 1 I 161
- - �r-------�� - 1
13 I i
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EPC66
T LVL 311/2 X 11lk8 FLUSH (BELOW SHEAR WALL) MONO -TRUSSES 6 24' O.C.
��'`
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2 LVL 311/2 X Ill/B FLUSH
axl,� T
Ao Ll
Ao
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4X10 IO ---
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6�
A5
FLOOR FRAMING NOTES:
WALL
TYPE
I.
ALL EXTERIOR HEADERS SHALL BE 6XIO DF*2 UNLESS NOTED OTHERWISE ON PLAN.
(6)
SOLE PL NAILING
2
ALL INTERIOR HEADERS SHALL BE 4XIO DF*2 UNLESS NOTED OTHERWISE.
0.
2.
ALL EXTERIOR WALL STUDS SHALL BE 2X6 HEM -FIR *2 SPACED AT 16" O.C. UNLESS
REMARKS /
DETAILS
N 0
NOTED OTHERWISE ON PLAN. ALL INTERIOR WALL STUDS SHALL BE 2X4 HEM FIR *2
4 IT
W 0
SPACED AT 16' O.C. UNLESS NOTED OTHERWISE.
E3
3.
FOR TYPICAL WALL FRAMING OR SHEAR WALL FRAMING SEE ELEVATION ON SHEET SI.
2x6
4.
PROVIDE SOLID BLOCKING BELOW BEARING WALL OR SHEAR WALL PERPENDICULAR
S3 g3
L z
TO JOISTS. NAIL SOLE WALL SOLE PLATE TO BLOCKING PER SHEAR WALL SCHEDULE
BY
MOUNTED 5IMP50N HANGER.
40-
'o
'o
OR NOTE 8, OR SHEAR WALL SCHEDULE NOTES.
Sd .0 6' O.C.
(2-%" X 0.131')
5.
PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TO
INDICATES WALL STRAPS PER SHEAR WALL
W
INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS N a
TO JOISTS. NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE
M5T31 OR
M5TC6653
D+ ORIGINATING AT THIS LEVEL AND a
N
OR NOTE lm. OF SHEAR WALL SCHEDULE NOTES.
l.O k
6.
PROVIDE JOIST BRIDGING PER JOIST MFR'S RECOMMENDATIONS.
Ao
i.
PROVIDE SOLID 2X OR LVL RIM JOIST AT EXTERIOR WALL PER DETAIL AND PLAN,
16d 9 6' O.G.
(3-%" X 0.135')
2x6
NAIL WALL SOLE PLATE TO RIM WITH PER SHEAR WALL SCHEDULE OR NOTE 10, OF
2x6
2-2x6
SHEAR WALL SCHEDULE NOTES.
8.
FOR JOIST CONNECTION TO FLUSH OR UPSET BEAM ON ONE OR TWO SIDES, SEE DETAIL
U
1/SI
N
0
w 0
>
0
9.
FOR SOLID POST OR BUILT UP 2X POST BEARING ON EXTERIOR OR INTERIOR WALL,
a
0
SEE DETAIL 3/51.
,&om Project # : =Mir&,
IO.
II.
NAIL JOISTS TO BEARING WALL TOP PLATES OR TOP OF BEAM WITH (2) IDB TOE NAIL
EACH SIDE.
12.
PROVIDE WEB STIFFENERS AT 'I' JOIST BEARING PER MFR'S RECOMMENDATIONS,
13. NOTCHING IN 'I' JOISTS NOT PERMITTED WITHOUT MFR'S APPROVAL.
WALL
TYPE
rn
14. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN
(6)
SOLE PL NAILING
2
APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, OR DRILLED HOLES SHALL
0.
E
BE RE -TREATED WITH AWPAM4.
REMARKS /
DETAILS
N 0
15. ALL FASTENERS E HARDWARE IN PRESSURE TREATED WOOD OR FIRE -RETARDANT
4 IT
W 0
WOOD SHALL BE 'ZMAX'(GI85 HDG PER ASTM A653).
E3
LEGEND
CSI6 X 65'-10' CONT. STRAP
NAIL TO BLOCKING OVER WALL,
AND LVL BEAM
UPPER FLOOR FRAMING PLAN
Ill/B' TJI/110 -m 16' O.G.
DO NOT SCALE DRAWINGS, VERIFI' ALL DIMENSIONS
WM4 ARCNITECTIJRAL DRAWING6.
5HEARWALL. 5CHEPP LE (1)(2)(4)
WALL
TYPE
(5)
SHTG,
(3)
EDGE NAILING
(LENGTH x GAGE)
(6)
SOLE PL NAILING
ILE
ABUTTING
HORIZ. PW
EDGES
(SJ
SOLE
PL
E
HOLDOWN
TYPES
REMARKS /
DETAILS
N 0
I -�
-ir
W 0
N
16d6 8' O.G.MST31
(3-%" X 0.135')
LEGEND
2x 6
2x6
2-2x6
OR
MSTC66B3
S3 g3
L z
08 k
BY
MOUNTED 5IMP50N HANGER.
40-
'o
'o
7/16
Sd .0 6' O.C.
(2-%" X 0.131')
m III
N � �
INDICATES WALL STRAPS PER SHEAR WALL
W
INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS N a
SCHEDULE AND PLAN.
M5T31 OR
M5TC6653
D+ ORIGINATING AT THIS LEVEL AND a
N
Ill plf
l.O k
SUPPORTING POINT LOADS FROM ABOVE. p
Ao
7/16' OSB
CSI6 X 65'-10' CONT. STRAP
NAIL TO BLOCKING OVER WALL,
AND LVL BEAM
UPPER FLOOR FRAMING PLAN
Ill/B' TJI/110 -m 16' O.G.
DO NOT SCALE DRAWINGS, VERIFI' ALL DIMENSIONS
WM4 ARCNITECTIJRAL DRAWING6.
5HEARWALL. 5CHEPP LE (1)(2)(4)
WALL
TYPE
(5)
SHTG,
(3)
EDGE NAILING
(LENGTH x GAGE)
(6)
SOLE PL NAILING
ABUTTING
VERT. PW
EDGES
ABUTTING
HORIZ. PW
EDGES
(SJ
SOLE
PL
BOUNDARY
FRAMING
(VERT.)
HOLDOWN
TYPES
REMARKS /
DETAILS
SHEAR
(PLF)
UPLIFT
FORCE
-ir
7/16' OSB
86 9 4' O.G.
(2-%" X 0.131')
16d6 8' O.G.MST31
(3-%" X 0.135')
2x6
2x 6
2x6
2-2x6
OR
MSTC66B3
S3 g3
205 plf
08 k
BY
MOUNTED 5IMP50N HANGER.
(7)
7/16
Sd .0 6' O.C.
(2-%" X 0.131')
16 d -a 8' O.C.
(3-%" X 0.135')
INDICATES WALL STRAPS PER SHEAR WALL
SCHEDULE AND PLAN.
M5T31 OR
M5TC6653
C
Ill plf
l.O k
S3 S3
Ao
7/16' OSB
Sd a 6' O.G.
(2-%" X 0.131')
16d 9 6' O.G.
(3-%" X 0.135')
2x6
2x6
2x6
2-2x6
NONE<
223 pIf
0.0 k
NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' .
INDICATES SPECIAL BEAM MARK NUMBER
22 6X10 PER PLAN AND STRUCTURAL
CALCULATIONS. SEE WALL ELEVATION ON
------------ -- SI FOR FRAMING REQUIREMENTS.
INDICATES WALL BELOW
INDICATES WALL AT THIS LEVEL.
INDICATES %4' T4G PLYWOOD -
NAIL WITH ad Q 6" O.C. EDGES AND
ad o 10' O.C. AT INTERMEDIATE FRAMING
MEMBERS
5HEAR WALL 5CHEPUL N®TE5 (UFFER FL®®R):
I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE
FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' O.C.
SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES.
2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL
SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' O.C. FIELD NAIL SPACING SHALL BE 12' O.C.
3, SHEATHING SHALL BE 7/16' OSB UNLESS SPECIFIED 15/32' STRUCTURAL *1 IN SCHEDULE.
4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR *2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE
SPACED AT 16' O.G.
5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X(o PER SCHEDULE) HEM FIR *2 SPACED AT 16' O.C.
6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 (2X(o WALLS), (2) 2X4 (2X4 WALLS), OR SOLID
SAWN POSTS AS NOTED IN THE SCHEDULE.
I. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING
SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE.
8. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS. SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE
NAILING SHALL BE 1(od SPACED 12' O.0 (MAX. OR LESS AS SPECIFIED IN SCHEDULE)
INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS
45;M-PERPLAN
ORIGINATING AT LOWER LEVEL AND
SUPPORTING POINT LOADS FROM THIS
uj
LEVEL AND ABOVE.
O
INDICATES SPECIAL POST/BEAM CAP PER
C\2
PLAN OR GENERAL NOTES.
FLUSH BEAM
INDICATES TOP OF BEAM AND JOIST FLUSH.
-ir
-ir
-1r
-r
�e
x Jn
,O
W.
O
(L U
INDICATES MANUFACTURED "I' JOISTS OR
SAWN JOIST SUPPORTED FACE
m
BY
MOUNTED 5IMP50N HANGER.
�s
INDICATES SHEAR WALLS THIS LEVEL. SEE
�.�'�
�'`� 5 �,3j
SHEAR WALL SCHEDULE AND ELEVATION.
INDICATES WALL STRAPS PER SHEAR WALL
SCHEDULE AND PLAN.
INDICATES SPECIAL BEAM MARK NUMBER
22 6X10 PER PLAN AND STRUCTURAL
CALCULATIONS. SEE WALL ELEVATION ON
------------ -- SI FOR FRAMING REQUIREMENTS.
INDICATES WALL BELOW
INDICATES WALL AT THIS LEVEL.
INDICATES %4' T4G PLYWOOD -
NAIL WITH ad Q 6" O.C. EDGES AND
ad o 10' O.C. AT INTERMEDIATE FRAMING
MEMBERS
5HEAR WALL 5CHEPUL N®TE5 (UFFER FL®®R):
I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE
FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' O.C.
SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES.
2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL
SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' O.C. FIELD NAIL SPACING SHALL BE 12' O.C.
3, SHEATHING SHALL BE 7/16' OSB UNLESS SPECIFIED 15/32' STRUCTURAL *1 IN SCHEDULE.
4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR *2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE
SPACED AT 16' O.G.
5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X(o PER SCHEDULE) HEM FIR *2 SPACED AT 16' O.C.
6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 (2X(o WALLS), (2) 2X4 (2X4 WALLS), OR SOLID
SAWN POSTS AS NOTED IN THE SCHEDULE.
I. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING
SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE.
8. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS. SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE
NAILING SHALL BE 1(od SPACED 12' O.0 (MAX. OR LESS AS SPECIFIED IN SCHEDULE)
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COORDINATION OF CONSTRUCTION, INCLUDMG
VERIFICATION OF DII'ENSIONS t FIELD CONDITIONS,
IS THE RESPONSIBILITY OF THE CONTRACTOR
ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE DESIGN TEAM PRIOR TO CONSTRUCTION.
TOP OF BEAM
AT PLATE
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TOP OF BEAM
AT PLATE
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ROOF FRAMING PLAN
DO NOT SCALE DRAWINGS, VERIFY ALL DIMENSIONS
WM4 ARCHITECTURAL DRAWINGS.
3
53
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ROOF FRAMING NOTES:
I. ALL EXTERIOR HEADERS SHALL BE 6X8 DF*2 UNLESS NOTED OTHERWISE ON PLAN.
ALL INTERIOR HEADERS SHALL BE 4X10 DF*2 UNLESS NOTED OTHERWISE ON PLAN.
2. SEE GENERAL NOTES AND TRUSS NOTES BELOW FOR TRUSS DESIGN SPEC IFIGATIONS.
3. ALL SAWN ROOF JOISTS SHALL BE HF*2 OR BETTER AND SPACED AT 24" O.G. UNLESS
NOTED OTHERWISE.
4. PRE-MFRD. TJI JOISTS SHALL BE OF THE SIZE AND SERIES SPECIFIED ON THE PLAN.
VERIFY MFRD, PLACEMENT PLAN WITH STRUCTURAL. NOTIFY THIS OFFICE OF ANY
CONFLICTS IN LAYOUT BEFORE INSTALLATION.
5. PROVIDE ROOF VENTILATION PER CURRENT IRC OR IBC. SEE ARCHITECTURAL PLANS
FOR SPECIFIC REQUIREMENTS.
6. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS
FOR SPECIFIC REQUIREMENTS.
WOOD TRUSSES (I5C 2303.4) SHALL BE:
1. DESIGNED PER IBC 2303.4.1.1 TO CARRY LOADS LISTED IN THE DESIGN CRITERION
AND ANY ADDITIONAL POINT LOADS, UNIFORM LOADS, OR DRAG STRUT FORCES
NOTED ON FRAMING PLANS.
2. NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 PSF
LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE
BOTTOM CHORD SHALL BE LESS THAN 42' HIGH AND 24" WIDE.
3. TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.4.1.1) SHALL INCLUDE
STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE
PROJECT AND INCLUDING A TRUSS PLACEMENT DIAGRAM (2303.42). TRUSS
INSTALLATION DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED
ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL
REMAIN ON THE JOB SITE FOR INSPECTION.
4. ALTERATIONS (2303.4.5): TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED,
SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL OF THE
TRUSS DESIGNER. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY
MEMBER (E.G. HVAC EQUIPMENT, PIPING, ETC.) SHALL NOT BE PERMITTED WITHOUT
APPROVAL OF TRUSS DESIGNER.
5. TPI I SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY
ASSURANCE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN
ACCORDANCE WITH TPI 1.
6. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS.
1. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE 5IMP50N H-1 CLIPS
AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SIMPSON A35 AT
24' O.C.
8. PROVIDE STG CLIPS AT ALL TRUSSES OVER NON-BEARING WALLS.
9. THE TRUSS LIVE LOADING SHALL BE PER IRC SECTION 301.5 AND TABLE 301.5
(FOOTNOTES b AND 2.)
10. TRUSS LOADING SHALL BE PER WASHINGTON ASSOCIATION OF BUILDING OFFICIALS
WHITE PAPER 8-2010 OR BY IRC SECTION 301.2.3. SEE ALSO GENERAL NOTES 51.
11. THE TRUSS DESIGN SHALL BE PER IRC SECTIONS AND 502.11.1 AND 802.102
12. THE TRUSS TEMPORARY AND PERMANENT BRACING SHALL BE PER IRC SECTIONS
p 502.112 AND 802.103 AS WELL AS THE TRUSS PLATE INSTITUTE'S BUILDING COMPONENT
SAFETY INFORMATION.
CONTRACTOR NOTE:
REFER TO TRU55 MANUFACTURER DUJG. FOR TRU55
LAYOUT AND TYPE5. U5E TH15 DRAWING FOR
LOCATION OF 5PECIAL SEAM 51ZE5, GIRDER TRU55
AND 5U I L T — UP P05T L OCAT I ON5.
GEND
NDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS
ORIGINATING AT LOWER LEVEL AND
BM. PER PLAN SUPPORTING POINT LOADS FROM THIS
0 LEVEL AND ABOVE.
cc
4 DILATES SPECIAL POST/BEAM CAP PER
PLAN OR GENERAL NOTES.
INDICATES SPECIAL BEAM MARK NUMBER
O 6X10 PER PLAN AND STRUCTURAL
CALCULATIONS. SEE WALL ELEVATION ON
SI FOR FRAMING REQUIREMENTS.
NDICATES WALL BELOW
FLUSH BEAM DICATES TOP OF BEAM AND JOIST FLUSH.
DICATES MANUFACTURED TRUSSES OR
dw SAWN JOIST SUPPORTED BY FACE
MOUNTED 5IMP50N HANGER.
INDICATES %6' OSB SHEATHING -
NAIL WITH Sd a 6" O.C. EDGES AND
Sd a 12" O.C. AT INTERMEDIATE FRAMING
MEMBERS (TYP.)
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ROOF FRAMING PLAN
DO NOT SCALE DRAWINGS, VERIFY ALL DIMENSIONS
WM4 ARCHITECTURAL DRAWINGS.
3
53
w
ROOF FRAMING NOTES:
I. ALL EXTERIOR HEADERS SHALL BE 6X8 DF*2 UNLESS NOTED OTHERWISE ON PLAN.
ALL INTERIOR HEADERS SHALL BE 4X10 DF*2 UNLESS NOTED OTHERWISE ON PLAN.
2. SEE GENERAL NOTES AND TRUSS NOTES BELOW FOR TRUSS DESIGN SPEC IFIGATIONS.
3. ALL SAWN ROOF JOISTS SHALL BE HF*2 OR BETTER AND SPACED AT 24" O.G. UNLESS
NOTED OTHERWISE.
4. PRE-MFRD. TJI JOISTS SHALL BE OF THE SIZE AND SERIES SPECIFIED ON THE PLAN.
VERIFY MFRD, PLACEMENT PLAN WITH STRUCTURAL. NOTIFY THIS OFFICE OF ANY
CONFLICTS IN LAYOUT BEFORE INSTALLATION.
5. PROVIDE ROOF VENTILATION PER CURRENT IRC OR IBC. SEE ARCHITECTURAL PLANS
FOR SPECIFIC REQUIREMENTS.
6. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS
FOR SPECIFIC REQUIREMENTS.
WOOD TRUSSES (I5C 2303.4) SHALL BE:
1. DESIGNED PER IBC 2303.4.1.1 TO CARRY LOADS LISTED IN THE DESIGN CRITERION
AND ANY ADDITIONAL POINT LOADS, UNIFORM LOADS, OR DRAG STRUT FORCES
NOTED ON FRAMING PLANS.
2. NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 PSF
LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE
BOTTOM CHORD SHALL BE LESS THAN 42' HIGH AND 24" WIDE.
3. TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.4.1.1) SHALL INCLUDE
STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE
PROJECT AND INCLUDING A TRUSS PLACEMENT DIAGRAM (2303.42). TRUSS
INSTALLATION DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED
ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL
REMAIN ON THE JOB SITE FOR INSPECTION.
4. ALTERATIONS (2303.4.5): TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED,
SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL OF THE
TRUSS DESIGNER. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY
MEMBER (E.G. HVAC EQUIPMENT, PIPING, ETC.) SHALL NOT BE PERMITTED WITHOUT
APPROVAL OF TRUSS DESIGNER.
5. TPI I SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY
ASSURANCE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN
ACCORDANCE WITH TPI 1.
6. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS.
1. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE 5IMP50N H-1 CLIPS
AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SIMPSON A35 AT
24' O.C.
8. PROVIDE STG CLIPS AT ALL TRUSSES OVER NON-BEARING WALLS.
9. THE TRUSS LIVE LOADING SHALL BE PER IRC SECTION 301.5 AND TABLE 301.5
(FOOTNOTES b AND 2.)
10. TRUSS LOADING SHALL BE PER WASHINGTON ASSOCIATION OF BUILDING OFFICIALS
WHITE PAPER 8-2010 OR BY IRC SECTION 301.2.3. SEE ALSO GENERAL NOTES 51.
11. THE TRUSS DESIGN SHALL BE PER IRC SECTIONS AND 502.11.1 AND 802.102
12. THE TRUSS TEMPORARY AND PERMANENT BRACING SHALL BE PER IRC SECTIONS
p 502.112 AND 802.103 AS WELL AS THE TRUSS PLATE INSTITUTE'S BUILDING COMPONENT
SAFETY INFORMATION.
CONTRACTOR NOTE:
REFER TO TRU55 MANUFACTURER DUJG. FOR TRU55
LAYOUT AND TYPE5. U5E TH15 DRAWING FOR
LOCATION OF 5PECIAL SEAM 51ZE5, GIRDER TRU55
AND 5U I L T — UP P05T L OCAT I ON5.
GEND
NDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS
ORIGINATING AT LOWER LEVEL AND
BM. PER PLAN SUPPORTING POINT LOADS FROM THIS
0 LEVEL AND ABOVE.
cc
4 DILATES SPECIAL POST/BEAM CAP PER
PLAN OR GENERAL NOTES.
INDICATES SPECIAL BEAM MARK NUMBER
O 6X10 PER PLAN AND STRUCTURAL
CALCULATIONS. SEE WALL ELEVATION ON
SI FOR FRAMING REQUIREMENTS.
NDICATES WALL BELOW
FLUSH BEAM DICATES TOP OF BEAM AND JOIST FLUSH.
DICATES MANUFACTURED TRUSSES OR
dw SAWN JOIST SUPPORTED BY FACE
MOUNTED 5IMP50N HANGER.
INDICATES %6' OSB SHEATHING -
NAIL WITH Sd a 6" O.C. EDGES AND
Sd a 12" O.C. AT INTERMEDIATE FRAMING
MEMBERS (TYP.)
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