2279 Plan!8a = =3� =z�iTr =sue®
G I r It a
R I REAR ELEVATION
GENERAL NOTES:
1. IT 15 THE INTENT FOR THESE DRAWINGS 4 WRITTEN NOTES TO COMPLY WITH THE CURRENTLY ADOPTED VERSIONS OF THE CODES IN
THE JURI5DIC,7I0N, SPECIFICALLY: THE 2009 INTERNATIONAL RESIDENTIAL CODE, THE 2009 UNIFORM PLUMBING CODE, AND THE
2009 WA. STATE ENERGY CODE, ALONG WITH ANY AMENDMENTS ADOPTED BY THE LOCAL JURISDICTION. IF ANY PART OF THESE PLANS
OR SPECIFICATIONS ARE IN CONFLICT WITH THE ABOVE CODES OR REQUIREMENTS. THEN THE CODES IN FORCE SHALL GOVERN,
2. WRITTEN [DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS
AND /OR CONDITIONS RELATING TO THE WORK PRIOR TO PROCEEDING ON TO THE CONSTRUCTION PROCESS. CONTRACTOR SHALL BE
INFORMED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS, ANY SUCH VARIATIONS SHALL
BE RESOLVE[) BY THE CONTRACTOR PRIOR TO THE SUBCONTRACTOR PROCEEDING WITH THE WORK, OR THE SUBCONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE C05T TO RECTIFY THE SAME.
3, IF THERE 'ARE ANY DISCREPANCIES OR QUESTIONS REGARDING THESE PLANS AND SPECIFICATIONS, SUBCONTRACTOR MUST
IMMEDIATELY BRING THE MATTER TO THE ATTENTION OF THE CONTRACTOR,
FRAMING NOTTE51
4. EXTERIOR WALL-5 TO BE FRAMED WITH 2X6 H.F. #2 WOOD STUDS AT I GIO.C. WITH 7/10 050 SHEATHING.
5. INTERIOR iWALLS TO BE FRAMED WITH 2X4 H.F. #2 WOOD STUDS AT I C" O.C.(BEARING WALU, OR 24" OOjNON- BEARING).
G. IN5TA11 FARE- BLOCKING AND DRAFT STOPPING PER 2009 IRC SECTIONS 302.1 1, RG02.8 F R502. 12 TO CUT OFF ALL CONCEALED
VERTICAL ANID HORIZONTAL DRAFT OPENINGS IN CONCEALED SPACES, BETWEEN STORIES, ETC,
7. ALL WALL (BRACING AND SHEAR REQUIREMENTS TO BE MET BY COMPLYING WITH STRUCTURAL DE51GN AS SUBMITTED BY A LICENSED
STRUCTURAL ENGINEER.
8. UNLESS P'RE5ERVATIVE TREATED MATERIAL 15 USED, MAINTAIN FLOOR JOISTS 18' FROM GROUND AND BEAMS 12" FROM GROUND.
(2009 IRC R$17J )
9. WOOD FRAMING MEMBERS RESTING ON CONCRETE FOUNDATIONS LE55 THAN & FROM THE EXPOSED GROUND MUST BE
PRESERVATIVIE-TREATED (2009 IRC 8317.1 )
10. CUTTING 4 NOTCHING OF STUDS NOT TO EXCEED 25% Of STUD DEPTH. BORED 101175 SHALL NOT EXCEED 60 %OF STUD DEPTH IF
CONFORMINC; TO GUIDELINE5IN 2009 IRC R6026 .
1 1 . ALL NAILING SHALL CONFORM TO NAILING 5CHEDULE5 CONTAINED IN TABLE RG02.3.1
12, RATPROC)UNG: PER 2009 UPC SECTION 313.12.1 thm 313.12.4; DRAIN INLETS SHALL HAVE STRAINER PLATES WITH MINIMUM R.
OPENING. METER BOXES SHALL NOT ALLOW RATS TO ENTER THE BUILDING. ALL OPENINGS IN FLOORS, WALLS. 4 CEILINGS SHALL BE
CLOSED BY APPROVED METHODS. TUB WASTE OPENINGS ON FIRST FLOOR SHALL BE PROTECTED BY METAL SCREENING Y XYe MAX.
13. PROVIDE SEPARATION BETWEEN HOUSE AND GARAGE WITH I12' GYP5UM WALL BOARD AT ALL WARM WALLS AND ALL WALLS THAT
SUPPORT A FLOOR ABOVE. AND 5/8' TYPE "X' AT CEILINGS BELOW HABITABLE ROOMS ABOVE,
14. METAL HIARDWARE NOTE: ALL TIE DOWN STRAPS, P05T -TO- CONCRETE BRACKETS, J015T HANGERS, HURRICANE CLIPS, TRUSS
CUP5. TRU59 HANGERS. AND MISCELLANEOUS OTHER ITEMS ARE TO BE'SIMPSON" BRAND OR EQUAL. ANY SUBSTITUTIONS MUST
EQUAL THE LCDAD CAPABILITIES OF THE 51MF50N PRODUCT, OR BE APPROVED BY THE ENGINEER OF RECORD,
PLUMBING:
15, PUIMBEPj TO PROVIDE WATER- HAMMER DEVICES AT SUPPLY LINES FOR AUTOMATIC DISHWASHER, REFRIGERATORS AND LAUNDRY
LOCATIONS.
I C. ELECTRIC WATER HEATER 15 STANDARD: IF OPTIONAL GAS WATER HEATER, SET ON METAL STAND Q 18' ABOVE FLOOR. PROVIDE
EXPANSION TANK, FIX TO WALL W/ 2 SEISMIC STRAPS (1 /3 DI5T FROM TOP 4 BOTTOM OF TANK) PER IRC M 1307.
17. SHOWERS ARE TO BE LARGE ENOUGH TO INSCRIBE A MINIMUM 30` DIAMETER CIRCLE, AND PROVIDE A MINIMUM 900 GO, IN. OF
FLOOR. PER 0009 UPC 41 1 .7
18. WATER HEATER PRESSURE RELIEF VALVE TO DRAIN BY GRAVITY TO E)CERIOR. TWO 608.5)
19. PLUMBIN(; FIXTURES SHALL MEET THE WATER EFFICIENCY STANDARDS OF 2009 UPC Sec 4023:
TANK -TYPE TOILET: L6 GALLONS PER FLUSH
SHOWER HEAD: 2.5 GALLONS PER MINUTE
FAUCETS: 25 GALLONS PER MINUTE
MECHANICAL
20. PROVIDE OUTSIDE COMBUSTION AIR TO ALL FUEL BURNING EQUIPMENT WITHIN THE INSULATED BUILDING ENVELOPE. APPLIANCES IN
UNINSULATEDi AREAS MAY RELY ON INFILTRATION ALONE, PER G -2407.
RI RIGHT ELEVATION
R I LEFT ELEVATION
GENERAL NOTE5 2:
21 . GAS FURNACE IN CLOSET LOCATION: COMPLY WITH IRC M 1305. 1,1
- FURNACE TO BE 92% (MIN) EFFICIENT, DIRECT VENT SEALED COMBUSTION UNIT
CLOSET IN51DED DIMENSIONS TO BE 12" WIDER THAN UNIT, WITH MINIMUM 3' CLEARANCE TO SIDES, BACK. 4 TOP.
- VENTING AND AIR SUPPLY SHALL CONFORM TO IRC SECTIONS G2407 4 G2442
PROVIDE DOOR AT FRONT OF UNIT FOR SERVICE
22. WHOLE HOUSE FAN / VENTILATION: PER IRC M 1507 f M 1508. PROVIDE A WHOLE HOUSE FAN IN THE UTILITY ROOM nYP). 512ED BASED
ON TABLE 1508.2. (Minimum VerNUtion Ko tnrements)
Floor Area: 2 3 Bedrooms: 4 -5 Bedrooms:
< 1500 sf 45 cfm fan GO CH fan
1 501 -3000 sf 60 cfm fan 75 c1m fan
3001 -4500 sf 75 cI'm fan 90 chn fan
PROVIDE SPECIAL WINDOW VENTS TO ALL HABITABLE ROOMS. UNDERCUT DOOR5 BY 112"
23. RANGE, DRYER AND BATH DUCTS INSTALLED IN BUILDINGS SHALL BE OF METAL AND HAVE SMOOTH INTERIOR SURFACES., BATH DUCTS
MAY BE OF CLA55 I DUCTING. DRYER DUCTS SHALL NOT BE FASTENED WITH SCREWS. ALL DUCTS TO TERMINATE AT THE OLJT5IDE OF THE
STRUCTURE WITH BACK DRAFT DAMPER. 2009 IRC M 1502 thm 1507
24. ENVIRONMENTAL AIR DUCT EXHAUSTS SHALL TERMINATE AT LEAST 3 FEET FROM OPENINGS INTO THE BUILDING.
25. DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL CONFORM TO MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPLIANCE
LISTING, A5 WELL AS SECTIONS M 1502 AND G2439.
26. PROGRAMMABLE THERMOSTAT: INSTALL A 5 DAY- 2 DAY THERMOSTAT WITH A MIN. OF 2 SETBACK PERIODS PER DAY, IM5EC 503.8
MISCELLANEOUS:
27. FLA511ING: APPROVED CORROSION RESISTANT FLA511I4G5 SHALL BE PROVIDED IN THE EXTERIOR ENVELOPE IN SUCH A (MANNER AS TO
PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR STRUCTURAL FRAMING COMPONENTS INCLUDING ROGER, DECKS, WIND)OW5. OOOR5,
MASONRY, AND ROOF -TO -WALL INTERSECTIONS AS SET FORTH IN 2009 IRC SECTION 703.8
28. PROVIDE SAFETY GLAZING IN DOOR5 AND WINDOWS IN ANY WALL WITHIN A 24' ARC OF EITHER EDGE OF THE DOOR IN THE CL05ED
POSITION, AND ANY DOORS OR ENCLOSURE FOR TUB OR SHOWER OR SIMILAR APPUCALON. COMPLY WITH ALL PROVISION`.? OF 2009 IRC
R308.4
29. RG 122 WHERE THE OPENINGS OF OPERABLE WINDOWS 15 LOCATED MORE THAN 72' ABOVE FINISHED GRADE OR SURFACE BELOW. THE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" ABOVE THE FINISHED FLOOR. GLAZING F3ETP/EEN THE
FLOOR AND 24' SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4' SPHERE CANNOT PASS. (Exceptions apply, see ING 612.2 for
linbng methods and fall prevention dV,ceN
30. FIREPLACES AND OTHER SOLID FUEL BURNING APPLIANCES MUST HAVE TIGHT FITTING DOOR5 AND DIRECT COMBUSTION AIR.
31 . ASPHALT SHINGLES SHALL COMPLY WITH MANUFACTURER5 GUIDEUNE5 AND 2009 IRC 905.2,
ENERGY COMPLIANCE W5EC 2009:
32. TH15 HOUSE WILL COMPLY WITH THE PRESCRIPTIVE REQUIREMENTS FOR GROUP W OCCUPANCY AS DESCRIBED IN TABLE C-1;
(UNLIMITED GLAZING)
VINYL WINDOWS: U -34 OR BETTER SKYLIGHTS: U -0.50 OR BETTER
EXTERIOR DOOR: U -0.20 OR BETTER CEILING IN5UTATION: R -49 BLOWN OR BATTS (or R38 w/ raised -heel tar soe)
VAULTED CEILING: R -38 INSULATION, Rafters Only WALLS ABOVE GRADE: K -21 INSULATION, INTERMEDIATE FRAMING
FLOOR IN CRAWL5PACE R -30 INSULATION
33, HIGH EFFICACY UGHTING: PER W5EC 505
INTERIOR: MINIMUM 50% Of LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES.
EXTERIOR: 100% OF LIGHTING SHALL BE HIGH EFFICACY UNLESS CONTROLLED BY PHOT05EN50R # MOTION SENSOR
34. BUILDING AIR LEAKAGE TESTING: PER W5EC 502.4.5, THE BUILDING ENVELOPE SHALL BE TESTED ANY TIME AFTER ROUC=H -IN AND
AFTER INSTALLATION OF PENETRATIONS FOR UTILITIES, PLUMBING, ELECTRICAL, VENTILATION, AND COMBUSTION APPLIANCES AND 5EALING
THEREOF. TESTING SHALL BE BY MEANS OF BLOWER DOOR FAN. AIR LEAKAGE CONTROL SHALL BE CONSIDERED ACCEPTABUE WHEN
TESTED TO HAVE AN AIR LEAKAGE LF55 THAN 0.00030 SPECIFIC LEAKAGE AREA (SW WHEN TESTED WITH A BLOWER DOOR AT A
PRESSURE OF 50 PASCALS. THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SEG -TION 105.4,
POSTED IN THE GARAGE AT THE ELECTRICAL PANEL.
35, DUCT LEAKAGE AND SEALING: PER W5EC 503.10.1 HVAC DUCTS MUST BE SEALED, THEN TESTED FOR LEAKAGE STANDARDS. TH15
HOME HAS BEEN DESIGNED WITH 18" WEB TRUSSES AND A FURNACE CLOSET LOCATED WITHIN THE HEATED ENVELOPE FOP, THE PURPOSE
OF KEEPING THE SUPPLY OUCT5 WITHIN THE FLOOR TRUSSES AND WITHIN CONDITIONED SPACE. PER 503.103, EXCEPTION #1 , DUCT
TIGHTNESS TEST 15 NOT REQUIRED IF THE AIR HANDLER AND ALL DUCTS ARE LOCATED WITHIN THE CONDITIONED SPACE.
36. ENERGY CERTIFICATE: Per W5fC 105.4, A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN 3 FEET OF THE ELECTRICAL PANEL IN
THE GARAGE THE CERTIFICATE SHALL BE THE ONE PROVIDED BY THE W5U EXTENSION ENERGY PROGRAM Wrb51TE. COMPLETED BY THE
BUILDER, FULFILUNG ALL REQUIREMENTS OF TH15 SECTION.
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SQUARE FOOTAGE SUMMARY
FIRST FLOOR
922
SQUARE FEET
SECOND FLOOR
1357
SQUARE FEET
HEATED SPACE
2279
SQUARE FEET
PAGE
A4:
2nd FLOOR WALL5 4 ROOF PLAN
GARAGE
434
SQUARE FEET
COVERED PORCHES
36
SQUARE FEET
DETAIL
PAGE5 LOCATED IN BACK
OVERALL WIDTH
33' -10"
FEET
OVERALL LENGTH
43'
FEET
INDEX:
PAGE
A I:
COVER SHEET 4 ELEVATIONS
PAGE
A2:
15t FL J015T 4 FOUNDATION
PAGE
A3:
2ND JOISTS 4 15t WALL FRAMING
PAGE
A4:
2nd FLOOR WALL5 4 ROOF PLAN
PAGE
A5:
I5t 4 2nd ELECTRIC PAGE5
PAGE
A6:
15t 4 2nd FIN151 PAGE5
DETAIL
PAGE5 LOCATED IN BACK
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2279 Roof Vent Calculations
1377 5F of attic area multiplied by 1 /300th = 4.6 square feet. Provide 25% (1.15 51`) at cave vents and
75% (3.45 5F) at min. 3G" above eaves at roof area, per IRC 806.2, so (AF -50 = .44 59. ft.)
(8) AF -50 vents required.
If eave vents are replaced with solid blockmq due to fire code (see IRC table 302. 1)
provide (3) additional AF -50 Vents (I I total)
2279 Foundation Vent Calculations
Total foundation area = 922 5F. Per INC 408. 1, provide 1561. ft. ventilation per 300 5q. ft. of floor area.
Therefore, 922 divided by 300 = 3.1 5q. feet of venting. Each standard plastic foundation vent provides .5 59. R.
of free vent area, so (7) vents are required
X47
TLTI�
_F- (
lllE11 ][7] F-I0M
ro t I' _.
final Grade: Min. G" clearance 5011
to wood; Provide 6'i of fall away
from foundations w /In first 10 ft.
Composition Roof Shingles over 7/16 osb
sheathing over 15# felt, installed per
T� LT
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IT
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L.0 U1LiL ul B i_ J1 -l. Li
- vinyl siding
� T Irt two -piece wood
_L -F- r� , - corner, (typ.)
R I FRONT ELEVATION
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NOTE: Create a low spot to act ►
as a sump area below house. NOTE ANCHOR 1151 FOR PLATE PATIOS AND STEPS THAT POUR s -- - II
Concrete Batch Ticket or _
Provide dramrock and perforated LENGTHS OF I G' 5ET 1 ;2" FROM END5 AT UP AGAINST WOOD FRAMING:
p delivery reciept for 3,000 P51
bucket per Specifications PLATE 5PUCE5 AND CC>RNER5. ASSUME PROTECT WOOD WITH
"NERVASTROL" VINYL FLASHING concrete shall be onsite for �
provided by builder. 2 x G PLATE (5ET BOLTS @ 3 -1/2" FROM Building Inspector verification at
OUTSIDE EDGE) EXCEPlf FOR 2 x 4 PLATE (OR EQUAL). LAP HORIZONTAL
r— AT GARAGE FRONT * OUTSIDE. JOINTS MIN. 3" OFF EACH END. inspections. Concrete shall be
Per IRC 3 17.3. I ,fasteners for air - entrained. Total air content
pressure preservative treated OPTIONAL 9' CEILING (% by volume) shall not be less Lj,,,t)
wood shall be of hot - dipped ,--REPLACE (8) HOLD -DOWNS w/ I than 5% or more than 7% per J
galvanized steel, stainless steel, (8) 5TH I ORJ IRC Table 402.2 Q
silicon bronze or copper. ,
-- 33' -10" - — -- 'Concrete to be 3,000
psi air - entrained mix
cLSDTHDB F—r , ....
LSDTND81
START LAYOUT HERE - - ,' = i `
@ 19.2" o.c. sw -sww sw- I - - - - - sw
- - - - - - - - - -
in in
3 1 5/8" ANCHOR BOLT5 I _J
N v 1 @72" ON CENTER AT ALL (7) FOUNDATION I L
= - 5W- I LOCATIONS, TYP. VENT5 REQ'D 4� Q
° PIER PAD 2'1 W/ (4)
#4 BARS EA. WAY, TYP.
I I
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4 10 112 4- 112" 10 11 12 '
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1 b ockin i6j be low bearir, g w I15, t IF, f1 1 o_ O
47 _ 47 47 47 -- '1 i
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18x 24 c awl I X I 5' -0 1/4
ac ess N
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1 _ `_ - -- 1 m
V J
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m 21'1 112"
All field out ends, notches, N
and drilled holes of pressure _ _ = 30"
GARAGE 5LLAB TO { N
treated wood shall be i - J i BOLLARD SLOPE 1/4" P' ER FOOT u - -)
I � I
TOWARDS DOOR
re- treated in the field with 3 4' -3 I /4' k 4' -3 I/4 1
AWPA M4, per RC 3 17. 1 . 1 -
� I I
PerIRC 3 17.3. 1, fasteners for
sure rese vative treated _ (2) SSTB28 Anchor Bolts each side:
p p m Pour these two sections mono -pour 4 1/2" 1 I
W oil shall be of hot -dipped o to get proper depth of emPedment. L --
- - - - - - - I
ga van¢ed steel, stainless steel, I -
5111 on bronze or copper. - - -- " - - - - -- - Set SSTB28 anchor' bolts 1 --
(-:..
_ with 24 -718" embedded into
-- 21' -3 112" - -- -- - 12'1 1/2" -- u . .
concrete, and 5 sh�owrn I I ' PIER PAD 12'x 12 ^x8"
9 I w/ (2) #4 BA EA.
above. See diagram below L.; ,NAY, TYP.
All point I, ( ) to have Engmeered Joists: for centerline of bolts 1 - 0
quash blocks down to beams Refer to Manufacturers Design ^?�/ oTBB
for Conn fete list of material and m
or foundation p I
layoutdetads L '---------- - - - - -- - - - - L�
- -
CONTINUOUS FOOTING
T — '
OPTIONAL 9' CEILING
REPLACE (4) GARAGE 2I 7" . '� - 2.3
HOLD -DOWNS w/
(4) HHDQ I I w/ I NO PABB A. 13.
Froneachrsde Wall: U
J
stud at end (2)4x0 Posts 2x6 Yung R I FOUNDATION PLAN L
stud at end
MAIN FLOOR FRAMING PLAN
_C Ln
6 -U2" s" Garage Door 5" s -1/2" Cu
55TB C/L O enin 55TB C/L U M Q
p g =OUT LOCATION - (5) TOTAL � � — �
32" - 32" E p U
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All exterior opemngs to II
have 4x10 header _-
unless noted otherwise
OPTIONAL 9' CEILING
REPLACE (8) HOLD -DOWNS w/ W
i
(8) 5TH01 ORJ J
All point
squa�h bl�to - - - -- - f- "33' -10^ -
5' -4 3/4" - - ---�
down to wall below - - -- �` '�' 9
--- _IS�_I „__. � r �1Jf1I
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-1 w
IL IL IL IL IL IL IL IL IL IL IL IL IL N —
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ILJ ul �I
2 1/4' „ Nook L
0 2 2 2 2 2- 2 2 2 21 2 2 2. 2 2 -1 0 -
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WALL N C�
Vin L
4x1 MDR N @ G” RIN6 i Ln
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� 3' -C 3/4" 4 I I 1/4" _ . FWALL 4'_ 7_2" _ V
N
- RING BEARINCG WALL
N o n Kitchen oc @ _
N n met O _
Promde flat 2x4 cab
�° backtn n 4tchen N m
/0 = center of block, 8-R celin m '\ tJR _ —
0
7 ( N �'
Pantry DRORRED Fwd r.
- -- `• - 2468; —
v o 4x HDR m -- ------------ _ m _ _ _ — 4x10 BEAM
v = = v (4) 1 G" Shelves - `� �k-
r LE2 SB under E. RING WALL
N I�
oWater Heater p s_w -1 I'n `rlcp ro
- Install per IRC M 1307: O
- Electric Unit 15 standard m Door N _ -PTR valve to outside 10 IA1 ro 13'_3" ....__ _— __ 8._6.. __ _ � N
j - Expansion tank installed � _ 9 ro
-If Gas fired: Entry 8 n
-set on 18" high stand -1 ADD EXTRA STAIR @ - 7
BOPT OPTIONAL CEI 10N6 z
Stamwell encased with - \ —
I /2" ft 5tOock acts as N I /2" OSB under -�
2 1/4" draft stopping per m Gara e 5
--21 2' --- 2' - 2' �_
IRC 301.12
ro m 5 /8" tyre uxii __- door ..._
0 o gypsum @ garage telling O A N; m m 0
N N f- below stains (Y) m
i
-- - -- -- -- - - - - -- - -- - - - - -- 20$G PC
GARAGE SLAPS TO
SLOPE 1/4" PER FOOT 2 7 T MP.
0 0 0 0 0 0 0 0 0 o m 51-3" 7 TOWARDS DOOR
' I'sT!32 ,., �..'F 713 > .
5 -1 /8" x 13-1/2" x 17' GLB
Apply 7/1 G" 055 to one SWA "r
j.
side of this web truss as
p ' draft sto per IRC 302. 12 OPTIONAL 9 CEILING -,�-
HOLD -DOWNS w/ 2(_y\ .�
- 21 -T _ — - - -- -- _ 12'_3" . (4) HHDQ I�IPw/ I 00 PA88 A. - - -_ 12'-31'-
J
R I UPPER FLOOR FRAMING PLAN
R I MAIN WALLS FRAMING PLAN
m °
N m
15" Open Web Floor Trusses:
Refer to Manufacturers Design
LCOJE for Complete Ilst of material and Note: A// exterior window and layout details door headers to be 4x 10 HF #2,
typical, unless noted otherwise esefi 1,
II W4 na
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R1 ROOF FRAMING PLAN
SEE TRUSS MANUFACTURER'S ENGINEERED DESIGN
THIS PLAN TO BE 5UPERCEDED BY STAMPED DRAWINGS.
GENERAL ROOF NOTE5:
• 4" X 10" HEADER5 TYP. AT ALL EXT DOOR * WINDOW OPENINGS, U.N.O. • H- I CLIP5 AT EACH TRU55 - TO - PLATE LOCATION.
• 8' -1 " PLATE AT MAIN FLOOR UNLESS NOTED OTHERWISE. • 5EE ELEVATIONS FOR ROOF PITCH
• SHADED WALLS INDICATE FLOOR BELOW WALL5 (TYP.) a 12" (OVERHANG @ FRONT # BACK EAVES TYP.
• ENGINEERED ROOF TRUSSES PER WA. STATE APPROVED TRU55 MFG. 0 8" OVERHANG @ SIDE EAVE5 TYP.
TRUSSES @ 24" O.C., TYPICAL. • CONAP051TION ROOFING OVER 15# FELT OVER
7/1 E;" 0515, TYP.
I
7' -G 112"
33'-) 0"
I5' -1"
I�
1 I'- 11 112"
- 7 -11 112" --
SL =5V7I
121-3"
R I UPPER WALLS FRAMING PLAN
4 BEDROOM
Egress Windows: 4046 Slider
- 7.8 sq. ft. net clear area exceeds
5.75q.ft. reqm't.
- 29" sill height is above the 24" height for
child protection device 8 below the 44" max.
- 2 1 " net clear width exceeds 20" min.
- Operational within room: 5lider latch.
Meets / fxceeds 2009 /RC Sec. R3 / 0
r terior openings to 1
ve 4x10 header
s noted otherwise
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UPPER WALLS ELECTRICAL
4 Bedroom
Range Hood: I 10 cfm fan:
-set outlet at 18" below
ceding for 8' celmg.
- Dedicated if Microwave
Water Heater
Install per IKC M 1307:
- Electric Unit 15 standard
-PTR valve to outside
- Expansion tank installed
-If Gas fired:
-set on 18" high stand
Electrical receptacles to be
m5talled in locations and by
types that are In accordance
with the current National
Electrical Code
Electrical Symbol Key
Light Fixtures
fl) Recessed can llcght
$ Ceding surface mount light
,$A Wall surface mount light
)�-_j Fluorescent surface mount Ilcght
5wltches
$ Smgle pole switch
$a Three -way switch
MAIN ELECTRICAL PLAN
M15C.
Fixtures_
^
Exhaust fan
Gelling fan
U
Smoke detector
Misc.
Items
Stub for gas
o-
Doorbell
n
Thermostat
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7
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Outlets Outlets (cont.)
Duplex outlet Direct wire connection
Water -proof outlet T Telephone outlet
WP � p
�F Ground fault lnterupted outlet T }� CATV (Television) outlet M
Switched duplex outlet Lin M
912o Ranee /Dryer 220V outlet
DoE
Q
u
w
- — - 33' -10" - - - -- 33' -10' -- - - U
-- - - - - --
oLu
__j�
51tting Nook
Master Bedroom 2 12' -6" x 9' -9" -6
x I I'
14'x 13'-9" Living
20' -4" x 15' -9"
1
N I^
—
� o _
30" KNEE
i SPACE -�
= - - T HER
Kitchen
E DYER
M. Bath
�� Furnace - - -� 14'x 1 1'-5" 0
00 O � m
I I G" x 9'_2" Ut111ty m 't
o ��, 8'x6'_9" - - -3 ,,'Pantry. •�� Pwdr.
��i
16' Shelves - - -
Bonus �1 I N
SPACE
17- 10" x 15' -7 "' _ I I_ - 0 (�
11a11 Bath � i 10 it 9
— 9
10' x 6' ° o 8 Entry 8
1 7 z
Z
6 5_
- - - - -- 5
ail
4 Gara e �
N _
`r —N
21' x 19' -9" m
0
i
i
N '
i
i
Bedroom 3 Bedroom 4
I
10' x 10-10" 10' -2" x 91_9, o
6
I
-
211-711 12'_3" -
UPPER WALLS FINISHES
4 Bedroom MAIN FLOOR [=I N ISHES
Q
M
CD
CO
N m
°—' In am
d-
nL—
(6 )( i
C
Nr�N
\�J
Q
On
COMPOSITION
SHINGLES OVER 15#
FELT OVER 7/1 G" 056 SHEATHING.
MANUFACTURED STANDARD TRUSSES @ 24" O.C. PER
ROOF FRAMING PLAN. TRUSSES TO BE DESIGNED BY
Vinyl over 7/1 G" OSB
g
* weather
O
WASH. STATE APPROVED TRU55 MFG.
ALL TRU55 TO PLATE LOCATIONS
re5i5tiVe barrier per IRC 8703.2.
ATTIC H- I CLIPS @ - -
2x H.F. #2 stud framing @ I
G" O.G.
R -49 BLOWN
INSULATION AT ATTIC
R -2 I insulation, typ.
SHEAR CONNECTION:
SHEAR PANEL
EDGE NAILING per shear wall Schedule
I Gd Nail, typ. (plate to rim)
L
per Shear Wall Schedule
O
SECOND FLOOR
PLATE HEIGHT
_.—CONT. METAL
GUTTER
\--1/2"
PANEL
SPLICE: All panel edge5 to have
minimum 2x backing for edge nailing
3/4" OSB T4G SUBFLOOR, GLUED t.
NAILED
, ^
GWB TYP.
u ,
=
Optional:
3/4° T *G 05B 5UB -FLOOR GLUED AND
FILLER PANEL: I Od @ 12" typ,
-
- See
2xG Strongbacks @ 10'
NAILED TO FLOOR TRUSSES, SPACING
except: I Od @ G" for SW4, SW5
TJI SPACED PER
Detail
oc max to stiffen floor
INSTALLATION PER ENGINEERED PLAN
✓% ENGINEERED
N
#G /D2
PROVIDED BY SUPPLIER.
#4 bar horizontal:
PLAN IN FIELD
Loc. within 12" of top of wall
SECOND FLOOR HEIGHT
Pressure treated 2x sill
FIRST FLOOR PLATE HEIGHT
i
- / _- 18" OPEN WEB FLOOR
% TRUSSES @ 24" oc
FINISH GRADE °
5/8" x 10" A.B. @ 72" o.c. (Or per Shear wall
82 112" HEADER
HEIGHT TYP.
2" RIGID INSUL.
TYPICAL EXTERIOR WALLS: VINYL
Rebar to be Grade G0
�i�'�� /j /j'�j �/ Schedule) not (e55 than 7 bolt diameters not
@ HEADERS
�- 51DING OVER WEATHER RESISTIVE
per IRC 404. I I °
p
�% �i�� / ° more than 12" from plate end; 7" min. embedment
_
-
INTERIOR WALLS:
STUDS @ 1 6"
2x4 IH.F. #2 See = BARRIER (per IRC 8703.2), OVER
O.C. BEARING,
.2.3.7.
n SeISmIG De51gn
�y
% / / /j�`�� Of A.B.; USe 3 "X3 "X I /4" aIV. late Washer per IRC
/�� /�����i��, V �j p p
0
24" O.C. NON
Detail 7/1 G" 05B SHEATHING, OVER 2xG
- BEARIN(. #5/D3 H.F. #2 STUDS @ I G" O.C., WITH
Category D
%A
:��� /�� /��/ �� . G02. I I . I
R -21 GATT INSULATION.
P-30 BATTS
°
e
� %����
` �� #4 VERTICAL HOOK BAR•
RT
as�PH w
SUBFLOOR HEIGHT
3/4" T*G 05B 5UB -FLOOR GLUED AND
` 8 wall - 48 OC to tie into cont ft bar
`� � /� Y `i`` g
�� ��
a`
r -
L IRA
M x •y � NAILED TO FLOOR TRUSSES, SPACING
g8 MIN. CLIP
_ 4x I 0 BEAM
INSTALLATION PER ENGINEERED PLAN
8" 2 STORY
FOOTING DRAIN
<
„y BYSUPPUER.
G MIL. BLACK VISQUEEN, EXTEND TO
W /PlL 7-ER MEDIA ..__
a v=
,ngn Y.•
'' ;` > <:'' '
FOUNDATION WALL, LAP JOINTS 12
;'<'';'`'`
` i \S; % >`i,5;
4 "PVC
SOLID:
"2STORY
>''\/
, /i �,u i .iii. ,,, -., .. ✓i.
(DOWN5POU75)
5
(2) #4 BARS CONT.
8" WIDE FOUNDATION WALL:
G MIL VAPOR BARRIER LAP 12" UP EDGES.
#4 BARS VERTICAL HORIZONTAL AT 45" O.C, C
FDN DETAIL FOUNOA TION WALL
-
TYP. TWO STORY
�
AT FRAME FLOOR
15" WIDE FOUNDATION FOOTING:
B
W
2 HORIZONTAL #4 BARS.
BUILDING SECTION
3" ABOVE SOIL
See Mono -Pour
Foundation Detail on page D -5
f1.
OSB T &G SUBFLOOR,
_1
GLUED & NAILED
Rebar to be Grade GO
Q
TJI SPACED PER
R -21 PER ENERGY.__ _ per RC 404.1 .2.3.7.1
ENGINEERED PLAN IN FIELD
CALC'S in Seismic De51 g n
W
Cate o D
1 /z" G.W.B. 9 rY
—4x10 DF BEAM TYP.
Rebar to be Grade GO
1/2" GWB,_
Q
per IRC 404.1 .2.3.7.1
GARAGE SIDE
16" 2x GUSSET
in Seismic Design
TJI: INSTALL PER ENGINEERED
-
Category D
PLANS IN FIELD
RIM JOIST
EXTERIOR WALL PER PLAN
-
GARAGE
R -30 BATT INSULATION f
-
-
-
5/8 "x10" A.B. @ 72" O.C.
PRESSURE TREATED
x 5/8 "x10" A.B.@
_
-
-
MAX. OR AS NOTED; W/
2x SILL PLATE
_
E 72" OC MAX; OR
- _ - —
3 "x3 "x1/4" GALV. PLATE
AS NOTED PRESSURE TREATED SILL
0
1 STC TRUSS
WASHERS
N
3 "x3 "x1/4" GALV PLATE WASHERS
o 4X4 POST
y CLIP
#4 BAR HORIZONTAL:*
LOC. WITHIN 12" OF TOP OF WALL
4" CONC. SLAB w/
4" SLOPE TO FRONT #4 BAR HORIZONTAL:
�z
N J LOC. WITHIN 12" OF TOP
O
X u OF WALL
N
_
CONCRETE 8" ABOVE GRADE
SLAB THICK CONC.
`i�i %� i���`�
�!i�� %�;��!��!e,,.i����!i���%
:, ��,,•,: , i�i,,�,�� • 6 MIL. BLACK
VIS QUEEN: LAP
% \;:� /�� %�������AA���A��� %��
(DOWNSPOUTS)�
— #4 VERTICAL HOOK BAR:
12" @ SEAMS
#4 VERTICAL HOOK
. .'
��\
�/` ��`<i
8" WALL - 48" OC
8�� WALL 48" O.C.? iti
NOTE;
TO TIE INTO CONT. FTG
TO TIE INTO CONT. FTG.11��� 8��
6 MIL. BLACK VISQUEEN,
,�;
24" STD PIER
-30" POINT "LOAD PIER
1. USE (4) #4 REBAR (2)
8" , `, `�
BAR
EXTEND OVER PIER PAD,
EACH WAY @ 24" PADS.
�� % �' %�`�'� ?�
0
°
LAP JOINTS 12
. USE 5 #4 REBAR @
O
2 STORY —(z) #4 BARS
8^ z STORY
30" BEARING PADS.
FOOTING DRAIN 15"
CONT.
2 STORY
15" 2 STORY (2) #4 BARS CONT.
°� 3
FDN DETAIL
BEAM TO PIER
W /FILTER MEDIA
IF REQUIRED
E
°
o n
m
D
PAD DETAIL
FOUND. DETAIL
FOUNDATION WALL@
F FOUND. DETAIL GARAGE TO
E CONCRETE SLAB
HOUSE
D -I
NAILING SCHEDULE: SECTION; Typical 2x8 Ridge
Per 2009 IRC Table 602.3(1) 2x6 Overframe rafter
• Rafter to Valley plate: (2) 1 Gd toenail
• Rafter to Ridge: (3) I Gd face nail or — I x4 Collar Tie 48" oc;
(4) 1 Gd toenail @
• Collar Tie to Rafter: (3) 1 Gd facenail spaced approx. %3 distance
down from ridge
n TYPICAL ROOF OVERFRAME DETAIL
(n.t.s.) (For Rafter Spans not to exceed 10 feet) FF„
(Hem -Fir #2 or better)
GYPSUM WALLBOA11D
OVER 7/16" OSB ON 2x4
Underlying Gable trusses, typ. FRAMED SHELF @ 51"
ABOVE SUB -FLOOR
4 "x8" 056 sheathing, applied over CID - -
the underlying Gable Trusses, and
below the overframe valley. typ.
— 2 "x8" flat block below ridge w
2x4 FIREPLACE WALL
FRAMING TYP.
— 2 "x8" Ridge, typ. 3G -1 /2" —
— (2) 2 "xG" Valley boards, set T — _ 12x12 TILE SURROUND R.O. Width
- side by side over 05B cerH
sheathing, typical. Nail with (2) 5 -0
I Gd thru to each truss. i
� CENTER FIREPLACE Length of face wall r
- — 2 "xG" Overframe rafter f r
IN 4S° 2x4 WALL sinew �`
@ 24" oc, typ.
DRYWALL FIREPLACE DETAIL
CxG' clear Access �— Girder Truss, typ. r
Cleat /Post to support edge (OPTIONAL)
no 05B Sheathing)
—Common Gable truss ROUGH OPENING FOR F.P. 36 -1/2 "wide
x 36 -3/4 "high (VERIFY MFR. R.O.) N
- --
12" Overhang / Fascia, typ. ( j
V
[L
�MATERIAL TE: HOLD NON -P.T. Q
UP FROM CONCRETE
& HOLD WHITE WOOD TRIM
( APPROX a" UP FROM CONCRETE Q
F! TOENAIL S, (1 " COMMON 1" BAFFLE FOR VENTILATION
o c NAILS, (16° O.C.) — PC44 POST TO
.
C, BEAM TYP U� 2x BL CKING COMPOSITION ROOF
OVER 7/16" OSB SHEATHING
Z 7/16" O.S.B. -- _ - -= r - - -1 x4 WHITEWOOD
ROOF SHEATHING TO
8d @ \" O.C. PERIMETER BLOCK NAILING:
8d COMMON @ 6" O.C. (R -49)
DGER w/ 2 - 16d INSULATION
HANDRAIL (TO BE NAILS INTO STUDS OR
//--ON RIGHT SIDE RIM @16 "oc. JOIST 1',i WRAP 4X4 WITH 2x VENTED
WOOD BLKG.
ASCENDING) 5/4X6 WHITEWOOD ON ENGINEERED ROOF
CONT. ALUM. _ TRUSSES @ 24" O.C.
10" MIN. 0 FRONT AND BACK AND GUTTER PER PLAN
� TREAD) d- SIMPSON LU -24 HANGER, typ. 1 x4 ON SIDES
m
zx BLOC(aN�
OR
W/ 16d H -1 CLIP @ EVERY
TOENAILED WRAP 4X6 WITH TRUSS
54X8 WHITEWOOD ON PRIMED WHITE 12 typ.
WOOD TRIM
-1/4" N. � FRONT AND BACK AND VAPOR BARRIER
t 1- SIN MAX.
� 1/2" GWB WITH
(NOSING) 1X4 ON SIDES
(LOW -PERM PRIMER)
1/2" SHEETROCK WHEN — per plan
to Profile
comply tread - 5 4x6 WHITEWOOD
OPEN BELOW STAIRS. ��
to comply with
zo311.7 - ABA44 4X4 POST WEATHER RESISTIVE BARRIER (per IRC R703�2), ICAL EXTERIOR R311.7 3
BASE (ABA46 4X6 OVER 7/16" OSB SHEATHING, OVER 2x6 H.F. #2
STUDS @ 16" O.C., WITH R -21 BATT INSULATION. ° 3
H STAIR & HANDRAIL DETAIL
E o v
0 0
PER: IRC 311.7 PORCH TO HOUSE WALL CONNECTION �°
I N.T.S. PORCH POST DETAIL ROOF FRAMING
Optional Covered Porch per Plan NJ N.T.S.
D -2
p„,,, "wzmEeiii WHERE FOOTING SECTION "A" IS MORE THAN 8'.
R� n,"Isie`.�� \ %� PROVIDE I G GA. METAL TIE 1.5x4 FOOT
ri
ni a.a:s. MIN.EACH SIDE OF SPLICE W/I Gd COMMON
how
Exterior One -Hour Rated Wall Section NAILS.
Where Setback to V /us less than 5-ft aryce% (Save Overhang Detail)
PROVIDE MSTGO BETWEEN PONY
I• Tyra 'X- Gypwm$heothOg as sma%Im inn Use only where wall is WALL ABOVE WHEN FOUNDATION
harmedeGypshea chasm \\ —gr i %'pqum
Gypsum Assoc. me#WP elos taw, w
less than 5 -ft from HOEDOWN SPECIFIED. a.erlry
except Increase non length to ASH
'' /2g6p px 11a /R ^I- JOlsts, typ. property line
6nM61r
! N
TRUSSES v
W
"m dmm "m moan ndamr
1"Ta'Pox•wN�m
e.�reod— 2' 1 -. Min.
„ [e
pozum smm�iy —\ 3n6stwzrtl m
mmno[ Rawl per Gesem
nsac
M�SW 6di"eLUk Ftlee WRart, w puMkK \
N bN
Nowei eew. aMMx{e• - rryw, ey-
slw.wal sOMUb: to - me.M "w armmuwp 2X SILL PLATE RIM ]0[ST (2) 2X PLATE
Fag eUNO) \ - -� .. .. -.. - --
PONY WALL FRAMING AND
24" O. C. x a"wpe[ —SHEAR NAILING TO MATCH
aw sewwa \_ 9-1/2" I Joists, typ. I L
wx „" ose� �•
s WALL FRAMING ABOVE.
hady fnem5m.Orc bre[[9'xae NET. No Openings or peMraNOm
r type x' gyqum daww art a110w¢J when °iOpeM1yib W '[ e all
wxpF R. wM 13/.� III III III III
Mi nele, v p [ "now 5 "02 1 and penetratbns shall / `� C -
an
is
appled wrow. V.) to :�o _ = HOEDOWN SPECIFIED
Openllgz snail comply
with IRC a4
rnmply wl[M1 IRC R31] 3 q
timp.ow —red = 1 —III III_ v
FASTENERS NO FASTENERS u��mrd�mw, ,A, PER PLAN.
�. pre w.r
FASTENERS •vmpmm eam m
rt.c,a "tew.+�maere mw III ,A
CEILING PANEL � osar� -III III -III V'��� �A /\ /I '' ,
SUPPORTED BY WALL weal
PANEL (MAY BE
FASTENED TO WALL �m�w 4' -O" MAX. BACKFILL
CAP) mpmpnmm� — I.t,pe� %� W/O ADDITIONAL
.r ate«
o)IZw.T,I Pr 16f nMIM ®6.0C
R DESIGN. i A
o
sh�h°ahauewmps¢ww wins zx[
�b"`y arum snwewanap"s
-on.
gpal. heats AM was m wade :/ / /V��A ��/ ���'.
ah Tra •r crewm /�.. / A�. - N1
Use only where wall is
xaenae w.w •s'.p eTes,
less than 5 -ft from Goon
property line r Type 'X' Gypsum sheathing as da sm,m
required over {^ 059 sheam n, \ i' Too • %• ela"m
Nall the Gyp Sheathing per dowha"w a ..
e.araoah 0 o�" �tlese Mail length o NOTE: PLAN HAS BEEN DESIGNED TO ALLOW FOR
2 - 1/2• "- ' /e "I- 'plsls "typ. A MAXIMUM PONYWALL HEIGHT OF 8 WITH (NO
sxwN"w spixa
ebair"" °
""
SIMPSON nown. "O1°rien � ryd
stmm m '
l
OPENINGS). PONY WALLS OVER 8
REQUIRE
oe'—s'sonswe ..Ms.6•�
ST LI " ADDITIONAL ENGINEERING. W a a ma.awa,n"r�issawn
spie Rmxe.
w"¢w
p wal .."wro
a STEP FOOTING DETAIL
RIM M nl rear sraffirR
rIC
xaahiwresawaN - \ 9-1/2" [- Joists, typ. Ij
OIFIKE- RESISTIVE DETAILS: — -- eeenthNOOpe holiest was&a VV4V n.t.s. 0—
nowea when prepam offset he
FASTENERS FASTENERS _ — = athenn ll com i6less than
s', Op¢nlnss shall comply with ll
At Pro ert Lines / Setbacks where I1 =1I -1I1 1I "'romply wa ARER317.ha"
p Y —III III —III - -_ WY with IRC R3ll3
wall is less than 5 -ft from the = III =III— —I
=1 11 1 =1 Iii 1= Q
25 GAUGE I .5 "x 1.5" property line
L -METAL CONTINUOUS
Exterior One -hour Rated Wall Section W
(Gable End detail) Q
2x6 Upper Floor Stud Wall
DO NOT INSTALL CEILING when a gable side has roof oeerhangs a #ending (Gable End detail) -
DRYWALL FASTENERS CLOSER
less ``°an5ItLIUrr ethan2itfr °m the „� lobs° °°°A°°~w „ Bottom Plate Connection
property hpe, one -hour rated construction in "m owwda<.p.a"w "zs oc _ /
G" notreerty ibre-arenated cventstionis z.•oc / per Shear Wall Schedule
THAN 16 TO WALLS 200 [PC Table R302. I, Footnote •b ". xp de Naalaw leal-a"wt ° Oe I ,
walae'
3/4" TAG Subflloor �"
_ ellediHewe[xax Ba 06.OG
Mlml. —
Exterior Finish OSB, nail per shear
I-I of I GIt - not %hown for w; ;p„ p 0-21: panel above Clarity w„xY;hG wWNO 2x4 Continuous Ribbon
Ivub n, In Me bwrl/3 orxe
FASTENERS ASTENERS sasabea� Blocks, inset into Floor Truss
„per When an case or roof overhang extends less than 5 it but "FLOATING " CEILING PANEL EDGES one-ho, piethan2 t from
therIs not / \ \\ flush @top and bottom
25 GAUGE I .5 "X 1 .5" WILL ALLOW TRUSS MOVEMENT one -hour rated vents and there Is not solid b1d d —
W /OUT DRYWALL CRACKING. here are no eave vents and there if food blocking
L -METAL CONTINUOUS meetln Zoos KC Table R302.I. footnote 'a'. �2XG Stron bae
.o' y « @ 10' oc
M l (3) I Od Nails in face of each
5'1 min. Construction, projections, openings '
wile Rim,piss ° ->owzl and penetrations of extensor wa/ /s of OPTIONAL ribbon block, typ
dwei and accessory buildings
shall comply with 5ection R302. I
O Typical Drywall Ceiling Deta/l : -- - 11 /R" JGIGtG or and Table R302. 1
R dm ws a 18" Web Trusses
Best Practice Method for Avoiding Top plate connection per
shear wall schedule If
Ceiling Damage due to Truss Uplift apearmpamwoser _ m.a[
l6•CC. tyPo 1
p6am�w� Exterior Wall Section: web T/"U55 Deta /l:
N
v O
Po•�w,x Walls at 5 -ft or more; O
SIAM m Second Floor 18" Trusses 2xG Main Floor Stud Wall
sh'"'w "°�awFle°" Eaves Projectmg into the 5 -ft Setback _- lam
3
shoe[wW lard :.6•
Ctlpes, l3'aeW V.NO)
rem ne� sae re°w� " m O
. . 9- 1 /2 I- Joists, typ. 0 F
Me- N
FIRE - RESISTIVE DETAILS:
=III =11I II Where walls are 5 -ft or more from
= III= 1�1 -1�1 D -3
1 = II
111 I 1 =1 I I property line, ne, but ea /
L I I II - 111; p ro J ections are less than 5 -ft .
I = IIII I-III-
Dimensions: Re-bar to be Grade GO
9 -1/2" at top- center Archway at Living Room per IRC 404.1.2.3.7.1
R -21 PER ENERGY In `Je15mIC Design
18" at springlines -sides (Optional: Applicable only if shown on floor plan) CALC'S Cate o D
I12" G.W.B. 9 r7'
5/8" TYPE X GWB,
G0,'AGE SIDE
TJI: INSTALL PER ENGINEERED
PLANS IN FIELD
N RIM J0115T - -�
N U
E R -30 BATT INSULATION
Open
;_
/i E 5/8 "x 10" A. B. @
72" OC MAX; OR
N PER. SHEAR DETAIL
PRESSURE TREATED SILL,
3 "x3 "x 1/4" GALV PLATE WASHERS
4" CONC. 5LAf�� 24 ° #3 Rebaf DOwel
04 BAR HORIZONTAL:
/ \ \ ` \ XI/ i\ i\ `i LOC. WITHIN 12" OF TOP
OF WALL
%i,� %iri��4� ,�i,� \ % \ °° N "" For Gara e stemwalls stacked
�O�� ° a hi her than 24" but less than 45"
ofbackfill: Provide 24" #3 Rebar serH
O
v v v vyvv v vv �� o dowels into garage slab @ 24" oc.
1/2 Wall 40 6 MIL. BLACK
VISQUEEN: LAP tc
Nh�
#4 VERTICAL Pi00K 6fJ ����D' P 12" @ SEAMS
8" WALL - 48" O Cvi
G" WALL - 48" O C 7" 2 story
TO TIE INTO' CONT. FTG
8" 2 story � .
32' -O"
� 15" 2 story (2) #4 BARS CONT.
FOUND. DETAIL GARAGE TO 11J
I (n.t.s.) HOUSE LU
�aRC�waY DETAIL TALL GARAGE 5TEMWALL5
7/16" OSB Skin, ripped (Optional per Site, Concdltlons)
2 x 8 Centered to approx. 7 -1/2" _I
on Post (Nail to 2x8's @ 12" oc)
2 x 4 studding a N Q
@ 16 "oc L �---
a
W
"
7/16 OSB Skin—/
Approx.
4 x 4 Bearing TOP PLATE
,K PER PLAN -,K
:. • • .. • • ° SHEATHING & ATTACHEMNT
centerpost N /�► CTION --HEADER PER PLAN.. PER SW SCHEDULE
CS1&36 HORIZ. STRAP
ADD STUD w/ P/L 16 "- — -- SHEARWALL PER PLAN
G1_011 MIN. (2) 2x EA. SIDE .. HOLDOWN
Depth of Front Porch I PER PLAN
01 31- 11 (vanes per
V ° -PLATE PER SHEARWALL
Depth of Q z SCHEDULE
typical rear Nervastrol flashin
porch landing fL
(or equal) to protect wood framing w e1 - -ADD (1) #4 FOR W P/L 16"
Lap G" above, below, and sides w ` "
Nervastrol flashing 0- ° . - -2 - #4 BARS EQUALLY SPACED
(or equal) to protect wood framing - Top of threshold = (I -1 /2" above 05B subfloor) SLAB ON GRADE z Q ° b' ° AS SHOWN (4- TOTAL)
Lap G" above, below, and sides Top of door O #4 TIE @ 6" O.C. HORIZ
threshold is 9,5' TA -- Top of porch /patio: Set @ 5-1/2" above foundation sterrnwall U ° °
- - -- for maximum 7 -3/4" nser measured from top of threshold.
3 -1 /4" above 6" CONCRETE PILASTER
Top of threshold = (I - 12" above OSB subfloor) - I I " Ste t max 7 -3/4" nser ° °
the stemwall p� Yp� ( )
Top of door Top of porch / patio: Set @ 5 -1 /2" above foundation stemwall for
ss rn f - - -- COMPACTED
threshold is —_ maximum 7 -3/4" riser measured from top of threshold.
13-114" above _ -- -- I I " Step (max 7 -3/4" nser) _ m
the stemwall (MIN.) 12" DEEP CONT. ° 3
COMPACTED FILL FOOTING w /(2) #4 @ BOTTOM u o E
U
PORCH / FLATWORK DETAIL Typical �rol'lt Thickened oosperpla X 6" CONC SHEARWALL
posts /beams /roof per plan
(n.t.s.) Porch Detail
Typical Rear Landings outside the entry door and rear sliding door to be one step down
Porch Detail from top of threshold. Typical height of porch to be 5-1/2" above the Optional condition for plans specifically DA
concrete stemwall. Nervastrol flashing must be installed prior to settlncl the noted at garage front walls
forms for flatwork, with G" minimum overlaps on each side, top, and bottom.
Intermediate Framing Details
(WSEC Builders Field Guide, 8th Edition, 2009
DOUBLE 2x6 TOP
PLATE (AT EXT. WALL)
2xG CORNER STUDS
TWO STUD CORNER)
rORNFR
PREFERRED OPTION
DRYWALL CLIP
2xG BOTTOM
'LATE
Optional Details Allowincj Easy
Placement of Insulation
2x4 BLOCKING
STUDS @
WALLS
FRAMING AT
PARTITIONS
LADDER BLOCKED INTERSECTION AT
INTERIOR /EXTERIOR WALL
INTERSECTIONS
FLAT STUD INTERSECTION
DOUBLE 2x6
TOP PLATE
AT EXT. WALL)
2x6 STUD (ALLOWS
4" OF INSULATION
BETWEEN STUD f
SHEATHING)
2x6 EXT.
WALL STUDS
2x4 FRAMING AT
INT. PARTITIONS
DOUBLE 2xG TOP
PLATE (AT EXT. WALL)
2xG CORNER STUDS
;THREE STUD CORNER)
MODIFIED CORNER
ONE STUD INTERSECTION::
PREFERRED OPTION
DRYWALL
CLIP
2xG BOTTOM
PLATE
-[ HOLDOWN SCHEDULE ] [ GR III SPECIES]
[ 5IMP50N STRONG -TIE HOLDOWN ]
[ 5IMP50N 2009 CATALOG ]
FOUNDATION LEVEL
HD MIN FASTENER ANCHOR CAP
# TYPE I STUD TO STUD BOLT KIPS
- 1 5THD8 (2) 2x (24) 16d 2.21
2 STHD I O (2) 2x (28) 16d - -- 3.73
- -
3 STHD 14 (2) 2x (38) 16d -- 5.03
4 HDQS (3) 2x (20) 51D52 55TB28 6.65
5 HHDQ I I GX (24) 5D52 55TB28 5.51
6 HHDQ 14 6X (30) 5D52 55T528 10.75
7 HD12 6X (4) 1 "0 1 -I /8' O 13.20
8 HD19 6X (5) I O 1 -I /8 "0 14.22
4 -- - - --
9 HD19 6X (5) 1"0 1 -114 "0 16.21
-[ HOLDOWN SCHEDULE ] [ GR III SPECIES ]
[ SIMPSON STRONG -TIE HOLDOWN ]
[ 51MP50N 2009 CATALOG ]
FOUNDATION LEVEL
HD MIN FASTENER TIE
# TYPE STUD TO STUD ROD
--
I CS 18 (36') 2x (18) 1 Oct
- : -
2 (2) C520 (30) (2) 2x (14) 1 Od ea
3 (2) C515 (36) (2) 2x (18) 1 Od ea
+ --
4 (2) CS 16 (48 ") (2) 2x (22) I Od ea --
5 M5TC66 (2) 2x (32) 16d ea
6 (2) M5TC52 (2) 2x (44) 16d ea --
7 (2) M5T60 (2) 2x (46) I Gd ea
8 (2) MSTC66 (4) 2x (32) 16d ea
CAP
KIPS
1.37
2.06
2.74
3.41
L�
[ t)r1tAK WALL 5Ct1tUULL ) [ GK III SPECIES ]
[ 7/1 G" WOOD STRUCTURAL PANEL w/ I Od BOX (0. 125" 1
SHEAR WALL
EDGE
ANCHOR
BOTTOM
RIM/BLK TO ALLOW
5W# 5HEAHING
NAILING
BOLTS
PLATE (IN
TOP PLATE SHEAF
NOTES
[THICK(SIDE)]
(IN O.C.)
(IN O.C.)
O.C.)
(IN O.C.) (KLF)
1
7/10' osb (1)
1 Od @6"
5/8 " @72"
1 6d@ I G"
16d TN @ 8" O.C.
0. 15
1
2
7/1 G" osb (1)
I Od @6"
5/8 " @64
16d@ 1 0
A35 @36" w/ 12-56,
0.23
I
3
- --
7/1 6 osb (1)
-
1 Od @4
5/8 " @40'
j 16d @G
_
A35 @24" w/ 12 8d
0.34
1
4
7/1 G" osb (1)
1 Od @3"
5/811@ 10
16d @5"
A35@ 18" w/ 1 2 -8d
0.45
1-3
5
7/1 G" osb (I)
I Od @2"
5/8 "@ 12"
16d @4"
A35@ 1 2" w/ 1 2-8d
0.60
1-3
I IVLVVVV IV IVV I LJ
GENERAL NOTES
A) MINIMUM CONCRETE COMPRESSIVE STRENGTH TO BE 2.5 K51
B) REFER TO MANUFACTURERS CATALOGS FOR MINIMUM DISTANCE TO FOUNDATION COIRNER.
C) REFER TO MANUFACTURERS' CATALOGS FOR MINIMUM BACKING MEMBER SIZE.
D) ANCHOR BOLT EMBEDMENT DEPTH SHALL BE A MINIMUM OF 15" WITH A CUT WASHER AND
NUT AT BOTTOM.
E) POSTS AT hOLDOWN: 2x 4 4x (36mm x AND 89mm x) - -- #2 OR BETTER
6x ( 140mm x ) - -- # I OR BETTER
F) THE ANCHOR TYPE HOLDOWNS AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ZONE
BELOW, TRIED BY THREADED ROD.
G) USE 5THDbPJ FOR 5THD8, STHD I ORJ FOR STHD 10, AND STHD 14RJ FOR STHD 14 WHERE RIM
JOISTS ARE INSTALLED.
1) THE STUD FASTENER FOR 5THD5 SHALL BE 16d SINKERS.
J) MINIMUM STEM WALL TO BE G" WIDE FOR I -STORY BUILDINGS, 8" WIDE FOR BUILDINGS
HAVING 2 OR MORE STORIES.
Header Details
4x HEADER IN Gx WALL
""_E 2x6
ATE
4x HEADER
2x NAILER
(IF NEEDED)
NOTE: ACTUAL HEADER SIZES TO BE
CALCULATED FROM LOADING CONDITIONS.
*RIGIDIN5ULATED hEADER5(R -10) REQUIRED
FOR INTERMEDIATE AND ADVANCED FRAMING
r CLJCAn IA /A 11 Al "1 l
GENERAL NOTES (APPLY TO ALL SHEAR WALLS)
A) FOR RATED SHEATHING PANELS, SPACE NAILS @ 12 IN (305 MM) OC ALONG
INTERMEDIATE FRAMING MEMBERS.
B) BLOCK ALL PANEL EDGES WITH MINIMUM 2X (5 1 MM) BLOCKING.
C) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING.
D) FRAMING TO BE A MAXIMUM OF 16 IN (6 10 MM) OC.
E) FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHING.
F) PROVIDE SOLID BLOCKING UNDER THE SHEAR WALLS AT THE DIAPHRAGMS TO
ACCOMMODATE THE BOTTOM PLATE ATTACHMENT.
G) ANCHOR BOLT5- 4 -1/2" MIM. EMBEDMENT # F'C 3000 PSI (NO SPECIAL INSP)
SPECIAL NOTES FOR SHEAR WALLS (APPLY TO WALL5 SPECIFICALLY NOTED)
1) APA RATED SHEATHING EXP I /EXP2 /EXT OR C- C /C- D /5TRUCT II PLYWOOD.
2) PROVIDE 3x'5 (76 MM) AT ADJOINING PANEL EDGES W /NAILS STAGGERED.
3) WALLS >O.60 KLF USE A MINIMUM OF A 3x SILL. FOR WALLS BETWEEN 0.35 AND 0.60
ANCHOR BOLT SPACING HAS BEEN DECREASED BY 1/2 (USE 2x).
4) PROVIDE MINIMUM 2 -2x BLOCKING OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM
PLATE NAILS STAGGERED.
5) FOR 2 SIDED SHEAR WALLS PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
FRAMING MEMBERS AND FRAMING SHALL BE 3" NOMINAL OR THICKER, AND NAILS ON EACH
SIDE SHALL BE STAGGERED.
NAILS MINIMUM DIAMETER
Gd COM = 0. 1 13 8d BOX = 0. 1 13 ", 1 Od BOX = O. 125" 1 6d BOX = 0. 135"
Mono -Pour
foundation
Use steel straps at top of
footing forms
1- I /8" Laminated
form panel
Form cleat:
8" for 2 -5tory
G" for 1 -5tory
8d duplex nail, thru
strap to form board
Metal
stakes
°y
a
9
`a n
I I 1 -1 11 —III III_
Un- disturbed or L
compacted Sod --
Form cleat
"Rap -I- Form" Mono -pour 5trap
Place at all panel ends, and
• 24" oc max for 24" high
walls
• 1 G" oc max for up to 48"
high walls
2x8 footing form:
15" wide for 2 -5tory
12" wide for 1-5t
oly
L1 J
V
4L.
V J
Q
W
J
J
`v
m' m
N
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om=
moo=
D -51
tf)
COMPOSITION
SHINGLES OVER 15#
FELT OVER 7/1 G" OSB SHEATHING.
MANUFACTURED STANDARD TRUSSES @ 24" O.C. PER
ROOF F PAVING PLAN. TRUSSES TO BE DESIGNED BY
Vinyl sidln over 7/1 G" OSB weather
Y g
O
WASH. STATE APPROVED TRUSS MFG.
H- I CLIPS @ ALL TRUSS - TO - PLATE LOCATIONS
re5i5tive barrier per IRC 8703.2.
ATTIC,
2x H.F. #2 stud framing @ I G" O.C.
R -40 BLOWN
INSULATION AT ATTIC
-
R -2 I m5ulation, typ.
SHEAR CONNECTION:
L
SHEAR PANEL
EDGE NAILING per shear wall schedule
I Gd Nail, typ. (plate to rim)
per Shear Wall Schedule
O
SECOND FLOOR
F ___ PLATE HEIGHT
1 /2"
GONT. METAL
GUTTER
GWB TYP.
PANEL
SPLICE: All panel edges to have
minimum 2x backing for edge nailing �\
-3/4" OSB TAG SUBFLOOR, GLUED 4
NAILED
, ^
�J
�A
Optional:
3/4" T*G 05D SUB -FLOOR GLUED AND
FILLER PANEL: I Od @ 12" typ,
_
See
2x6 rots ngbacks @ 1 O'
NAILED TO FLOOR TRUSSES, SPACING
except: I Od @ 6" for 5W4, 5W5
TJI 5PACED
�O
Detail
oc max to stiffen floor
INSTALLATION PER ENGINEERED PLAN
ENGINEERED
#G /D2
PROVIDED BY SUPPLIER.
#4 bar horizontal: '
PLAN IN FIELD
Loc. within 12" of top of wall
SECOND FLOOR H GHT _
18" OPEN WEB FLOOR
z
-
Pressure treated 2x 5111
r; FIRST FLOOR PLATE HEIGHT
i
_
TRUSSES @ 24" oc
FINISH GF�ADE
— -
'
5/8" x 10" A.B. @ 72" o.c. (Or per Shear wall
82 I/2" HEADER
HEIGHT TYP.
'� -2" RIGID wsuL.
TYPICAL EXTERIOR WALLS: VINYL
\7 \
Rebar to be Grade GO ; `ii , `ij �! %/
.• schedule) not Ie55 than 7 bolt diameters * not
@ HEADERS
INTERIOR WALLS:
Tx4
SIDING OVER WEATHER RESISTIVE
�i
per IRC 404. I .2.3.7. I `° `� / / %��!�� �/� more than 12" from plate end; 7" min. embedment
p
-
H.F. #2
STUDS @ I G" O.C. BEARING,
24" O.C. NON -BEAIRING.
See BARRIER (per IRC 8703.2), OVER
Detail 7/1 G" O5B SHEATHING, OVER 2xG
#S /D3 H.F. #2 STUDS @ 16" O.C., WITH
/ice ✓�`�
in SBI5mIC Design � �VAV \, /Xi�A
> > rr-
Category D - �A�A��� �` \; .
Of A.B.; use 3 °X3 "X 1/4" aIV. late washer per IRC
a g p p
- �• G02. 1 1 .
R -3o BATrs
R -21 GATT INSULATION.
�; �� -- #4 VERTICAL HOOK BAR:
vv! �' ! v�� vv y �`v�vv � 8" wall - 48" OC to tie into cont ft bar
y �` A
/jj g
otiPHw,
5UBFLOOP. HEIGHT
—
3/4" T*G OSB SUB -FLOOR GLUED AND
�, j /,; j
/� \
�' ,� j
r
u
8" MIN. CLIP
E-
x, ��
,r
4x I 0 BEAM
-
x NAILED TO FLOOR TRUSSES, SPACING
INSTALLATION PER ENGINEERED PLAN
��`A
FOOTING DRAIN
8" 2 STORY
u
�
BY sUPPUER.
^�i�,
W /FILTfRMEOIA
�___- G MIL. BLACK VISQUEEN, EXTEND TO
, Y
X/i < %�����i �;
ii.!i ��! ��%;i�� `!���i !��� i�� �� ���!��,;; !��G ✓��i��
�;, i� �, ij°
i�`j�i� ✓,�i�
� � � �
i� �, i� i i�, �i� ' fir %�i,
FOUNDATION "
TION WALL, LAP JOINTS 12
4 °Pl/CS0LID:
15" 2 STORY
(DOWNSPOUTS)
(2) #4 BARS CONT.
8" WIDE FOUNDATION WALL:
G MIL VAPOR BARRIER LAP 1 2 UP EDGES.
#4 BARS VEORTI COAL AT 48 "10'° C
FDN DETAIL
FOUNOATION WALL
-
TYP. TWO STORY
p� F
AT )'_ -9AML FLOOR
1 5" WIDE FOUNDATION FOOTING:
B
W
2 HORIZONTAL #4 BARS.
BUILDING SECTION
3" ABOVE SOIL
See Mono -Pour Foundation Detail on page D -5
IL
3/4" OSB T &G SUBFLOOR,
—J
GLUED & NAILED
Rebar to be Grade 60
Q
TJI SPACED PER
_ -__
R -21 PER ENERGY_ per IRC 404.1 .2.3.7.1
ENGINEERED PLAN IN FIELD
CALL'S In 5ei5miC Design
lu
Rebar be Grade
1/2" G.W.B. Category D
—4x10 DF BEAM TYP.
to 60
1 /2" GWB,
per IRC 404.1 .2.3.7.1
GARAGE SIDE
16 2x GUSSET
in 5ei5miC Design
TJI: INSTALL PER ENGINEERED
-
-
Category D
PLANS IN FIELD
RIM JOIST --
EXTERIOR WALL PER PLAN
-�
GARAGE
R -30 BATT INSULATION
_-
E
5/8 "x10" A.B. @ 72" O.C.
PRESSURE TREATED
x 5/8 "x10" A.B.@
MAX. OR AS NOTED; W/
2x SILL PLATE
£ " OC MAX; OR
E
--
-
3 "x3 "x1/4" GALV. PLATE
AS NOTED PRESSURE TREATED SILL,
°a
-
WASHERS
N
3 "x3 "xl /4" GALV PLATE WASHERS
0 1 STC TRUSS
4X4 POST
f
#4 BAR HORIZONTAL:*
4" CONC. SLAB w/
-
p
-��y CLIP
LOC. WITHIN 12" OF TOP OF WALL
4" SLOPE TO FRONT N #4 BAR HORIZONTAL:*
LOC, WITHIN 12" OF TOP
O
OF WALL
O
N
CONCRETE 8" ABOVE GRADE
4" THICK CONC.
SLAB
a
X> ����
%�<v�� i�r��
�, iii ��i�i�i�i���`���i,�� < 6 MIL. BLACK
V` iA�`� � \%A, A, A ,.\, % \'Vv ✓A /� . /`:� ' , `/ >%A V
>�;��. ,��,:�
VISQUEEN: LAP
-12" @ SEAMS
#4
#4 VERTICAL HOOK BAR:
VERTICAL
„WALL
WALL OC
8” "
48
8
8"
NOTE;
- ����!
TO TIE INTO CONT. FTG
TO TIE INTO CONT. FTG
6 MIL. BLACK VISQUEEN,
24" STD PIER
30'' POINT LoaD PIER
1. USE
(4) #4 REBAR (2)
8 "� <
BAR
���' �� �<, �<,
EXTEND OVER PIER PAD,
EACH WAY @ 24" PADS.
LAP JOINTS 12"
2. USE
(5) #4 REBAR @
�� 8°
2 STORY (2) #4 BARS
8' 2 STORY
30° BEARING PADS.
FOOTING DRAIN 15"
CONT.
2 STORY
15" 2 STORY (2) #4 BARS CONT,
g 3
FDN DETAIL
BEAM TO PIER
W /FILTER MEDIA
IF REQUIRED
E
o m
o N
D
FOUND. DETAIL GARAGE TO
12
PAD DETAIL
FOUND. DETAIL
FOUNDATION WALL@
F
CONCRETE SLAB
HOUSE
D -I
NAILING SCHEDULE:
Per 2009 IRC Table G02.3(1)
• Rafter to Valley plate: (2) 1 Gd toenail
• Rafter to Ridge: (3) 1 Gd face nail or
(4) 1 Gd toenail
• Collar Tie to Rafter: (3) 1 Gd facenail
SECTION; Typical
2x8 Ridge.
2xG Overframe rafter
I )x4 Collar Tie @ 48" oc;
\ slpaced approx. Y3 distance
down from ridge
TYPICAL ROOF OVERFRAME DETAIL
(n.t.s.) (For Rafter Spans not to exceed 10 feet)
(Hem -Fir #2 or better)
Underl.rinn t;ahia i-ri ss tvn
4 "x8" OSB sheathing, al
the underlying Gable TrL
below the overframe vall
I,
HANDRAIL (TO BE
/--ON RIGHT SIDE
ASCENDING)
m
O" MIN. r-
TRE 0
'AD) � cr
-� m
I`
1/2" SHEETROCK WHEN
OPEN BELOW STAIRS.
STAIR & HANDRAIL DETAIL
PER: IRC 311.7
3/4" MIN.
1 -1/4" MAX.
(NOSING)
Profile of tread
to comply with
2009 IRC
R311.7
'2 "x8" flat block below ridge
t "x8" Ridge, typ.
(2) 2 "xG" Valley boards, set
=side by side over 05D
=Dheathmcg, typical. Nail with (2)
1 Gd thru to each truss.
'? "xG" Overframe rafter
@ 24" oc, typ.
Girder Truss, typ.
Common Gable truss
1 2" Overhang / Fascia, typ.
TOENAIL w/ 2- 8d COMMON
NAILS, (16" O.C.)
2x
ENGINEERED MONO -TRUSS --�
7/16" O.S.B. 7
8d @ 6" q.C.
2x BLOCKIN
W/ 16d
TOENAILED
LEDGER w/ 2 - 16d
.S INTO STUDS OR
RIM 0 16" oc.
SIMPSON LU -24 HANGER, typ.
per plan
PORCH TO HOUSE WALL CONNECTION
N.T.S. Optional Covered Porch per Plan
'SUM WALLBOARD
=R 7/16" OSB ON 2%4
,MED SHELF @ 51"
)VE SUB -FLOOR
2x4 FIREPLACE WALL
= RAMING TYP.
2x12 TILE SURROUND
;ENTER FIREPLACE
N 450 2x4 WALL
nuuun uruvnvu , vn ..r. 36 -1/2 "wide
x 36 -3/4 "high (VERIFY MFR. R.O.)
3G- 1 12" -"
R.O. Width
Length of face wall
DRYWALL FIREPLACE DETAIL
(OPTIONAL)
CBEAM NOTE: HOLD NON -P.T.
MATERIAL UP FROM CONCRET E 4" & HOLD WHITE WOOD TRIM
APPROX 4' UP FROM CONCRETE
1" BAFFLE FOR VENTILATION
TO COMPOSITION ROOF
SHINGLES OVER 15# FELT,
WHITEWOOD OVER 7/16" OSB SHEATHING -
ROOF SHEATHING TO
PERIMETER BLOCK NAILING:
8d COMMON @ 6" O.C.
Jill I� j ,� 5/4x6 WHITEWOOD
ABA44 4x4 POST
- _ BASE (ABA46 4x6)
STD PORCH POST DETAIL
(R -49)
INSULATION
ENGINEERED ROOF
TRUSSES @ 24" O.C.
PER PLAN
H -1 CLIP @ EVERY
TRUSS
1/2" GWB WITH
VAPOR BARRIER
(LOW -PERM PRIMER)
TYPICAL EXTERIOR WALLS: VINYL SIDING OVER
WEATHER RESISTIVE BARRIER (per IRC R703.2),
OVER 7/16" OSB SHEATHING, OVER 2x6 H.F. #2
STUDS @ 16" O.C., WITH R -21 BATT INSULATION.
OOF FRAMIN
WRAP 4x4 WITH
2x VENTED
WOOD BLKG.
N
5/4X6 WHITEWOOD ON
N
FRONT AND BACK AND
CONT. ALUM. __
GUTTER
1x4 ON SIDES
V J
OR
III
WRAP 4x6 WITH
5/4X8 WHITFWOOD ON
PRIMED WHITE—/ 12 typ.
FRONT AND BACK AND
WOOD TRIM
JIII
I
1 x4 ON SIDES
E
Jill I� j ,� 5/4x6 WHITEWOOD
ABA44 4x4 POST
- _ BASE (ABA46 4x6)
STD PORCH POST DETAIL
(R -49)
INSULATION
ENGINEERED ROOF
TRUSSES @ 24" O.C.
PER PLAN
H -1 CLIP @ EVERY
TRUSS
1/2" GWB WITH
VAPOR BARRIER
(LOW -PERM PRIMER)
TYPICAL EXTERIOR WALLS: VINYL SIDING OVER
WEATHER RESISTIVE BARRIER (per IRC R703.2),
OVER 7/16" OSB SHEATHING, OVER 2x6 H.F. #2
STUDS @ 16" O.C., WITH R -21 BATT INSULATION.
OOF FRAMIN
SAPR y
N
.nnrnv�..
N
(W
`J
nQn
V J
Q
W
J
`v
n
m
�
Xv
N �
0'3
E
c
FOE
D -2
TRUSSES
24" O. C.
FASTENERS NO FASTENERS
FASTENERS
CEILING PANEL
SUPPORTED BY WALL
PANEL (MAY BE
FASTENED TO WALL
\ CAP)
a «tap w one e: d "e-NON..___�
R no, Romeao o real
noes hoe I
.1. e'
p.o �M m ,
dung
e' Type •X' Gypsum sheathing as
requlred over {' 0s8 shooting.
Nall else Gyp Shasthing per
Gypsum... flla...a 0105
except limme se nail length W
z -lrz"
shoo llp s a e
dumr nosh mot eho.n b, money
No6Wreeard da
ppwm shuNlry
aeon
em s.w. saeede
steam q ao9.,am Ia. ,
shoo di sand a,
ya; 13'Mk uNO.)
Rim ame Toe N. Yy pw
In Me smMWe
W mi aou asI 5 act mng
Gry WlRUno
Woof Spa s
Gtt.wLte.w P�a ayraa xdeNyerax xNe
.1. m nodal (anseallw9
aim smoo m I s11 a
/a'wly
a
oado me r: bodus-meel _
suss ammpame,R
mnny9Y. mHMeI
ummed mN.a�amo
r 9WSam eellOOVE, Rdyer
mddeag paum NkNe sass
�mm pare kl ��rt n9ht m9'a
sYWa Mm ae. mile,
IJ/8' lay, 0.0915 sMN,1
.a,ar —
Use only where wall 15
Ie55 than 5 -ft from
property line
Exterior One -Hour Rated Wall 5ectlon
Lpm. (Save Overhang Detail)
^molls eM ld5
elwzNi
r*Ype,sams,m Use only where wall 15
l rtlpW
Ie55 than 5 -ft from
110/R "1- Joists, typ. property line
i' Tom 'edoom,
�- Nrcno, waxy par ---.
he a ym a.as or eamide e
ME xlm MN
i'TYpa at ndom
NuNlq M bM fe+My
"F9_ 1/2" I- Joists, typ.
No openings or penNrstlonre allowed when pmasm, posed, Is
[No-
ess than 3' -0'. If oHSet is less man
s, openings shah emnph with IRC
R302.1 and peneVanons small
comply wlth INC R317a
=II
T II __
FASTENERS `_\— FASTENERS OV fIRE- RE515TIVE DETAILS:
At Property Lines / Setbacks where
wall 15 less than 5 -ft from the
25 GAUGE 1.5"x 1.5"' property line
L -METAL CONTINUOUS
DO NOT INSTALL CEILING
DRYWALL FASTENERS CLOSER
THAN I G" TO WALLS
1121
FASTENERS I `r r`,' 1'-'
"FLOATING" CEILING PANEL EDGE5
25 GAUGE 1.511.5 WILL ALLOW TPU55 MOVEMENT
L -METAL CONTINUOUS W /OUT DRYWALL CRACKING.
OTypical Drywall Ceiling Detail:
Best Practice Method for Avoiding
Ceiling Damage due to Truss Uplift
NOTE: No openings =k
re[lans
.lowed when pp age, Iv
less man T -0• . If flsN Is 1. than
5', open, may shall comply with IRC
R302.1 and penHmtlons shall
omply with IRC R311.1
Exterior One -Hour Rated Wall Section
(Gable End detail)
When a gable Bade has roof overhangs ext mamg (Gable End detail)
lest' than 5 it but more than 2 I from the 7/16'p9e Rmr smmn
Property line, one -hour rated construction Is ... m l
axomoossd
not reWd If there are no gable vents meeting aarh.c.
2Cm91RC Table 8302. 1, Footnote "b'. No Gave vents alueea ,
Exterior Finish
nott shown for
clarity
emputy
UM
sMaN CUNE EM MN OSa mM /
altam a[eda ,o
1ya�.
utldliempuinmmode
Romnat add, dwaae
Ng.3-R away M1mnIlec a d,
hill, Re. mongh t m dnINe ea
muhWn, In tIe kwv V3 dtlle mYenu.
�i
Mid j
Na as
nwm.la u1tm
wm
wl
min
SimiNiy song
r'p psi e.III ��-
Mtwm NYe sense
Por5.W.5dwdlae
stashngmo ab rdld per �\
eo toped h (a'
Edpn, n. ned R x o.)
RIM "amTs ad, per
i1J I- Joists
W Tr
S8" Web Trusses
ur avwpm,.1
�
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- MTUsss
ya.•p.�.
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When an cave or roof overhang extends less than
5 k but more than 2 it from the property line.
one -hour rated constructor Is not required If
there are no cave vents and there is soled blocking
meetmg 2009 IRC Table R302. 1, Footnote 'a'.
Constmctaon, prolectlons, opemngs
and penetrations of e error walls of
d offi,ys and accessory bmldmgs
shall comply with 5ecnou 8302. I
and Table R302. I
Exterior Wall Section:
Walls at 5 -ft or more;
Eaves Projectmcg into the 5 -ft Setback
1- Joists, typ.
Ow FIRE- RE515TIVE DETAILS:
Where walls are 5 -ft or more from
property line, but eaves /
projections are Ie55 than 5 -ft .
2X SILL PLATE
A
4' -0" MAX. BACKFILL
W/O ADDITIONAL
DESIGN.
2' FIT. Min.
RIM JOIST
WHERE FOOTING SECTION "A" 15 MORE THAN 8'.
PROVIDE I G GA. METAL TIE 1.5x4 FOOT
MIN.EACH 51DE OF SPLICE W/ I Gd COMMON
NAILS.
aQ µ
PROVIDE M5TGO BETWEEN PONY
WALL ABOVE WHEN FOUNDATION
HOLDOWN SPECIFIED.
(2) 2X PLATE PONY WALL FRAMING AND
SHEAR NAILING TO MATCH
�" WALL FRAMING ABOVE.
�x������
VA
__ -- HOLDOWN SPECIFIED
PER PLAN.
NOTE: PLAN HAS BEEN DE5IGNED TO ALLOW FOR
A MAXIMUM PONYWALL HEIGHT OF 8' WITH (NO
OPENINGS). PONY WALLS OVER 8' REQUIRE
ADDITIONAL ENGINEERING.
STEP FOOTING DETAIL
n.t.s.
2x6 Upper Floor Stud Wall
Bottom Plate Connection
per Shear Wall Schedule
7/1 G" 058, nail per shear
panel above
2x4 Contlnuou5 Ribbon
Blocks, Inset Into Floor Truss
flush @ top and bottom
(3) 1 Od Na115 in face of each
ribbon block, typ
Top plate connection per
shear wall Schedule
2xG Main Floor Stud Wall
N
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In
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lop Issea O 1, O C.
Naaimem omamas parry_
-..
p.r.
_ - - -
R) Iayerero , " em
1d ming 0 a' O G
bwy O Ja'
ads mo le wax
pm e�Y
s.n1 REnd MN.. and J
st ashe.xn as m a' a c
�. sM.N type, 'Res
wom pyRaRm
GY➢swn
sMaN y
s Tare
pexwr we <sa
i ehme -c
ppaum
' Type "X' Gypsum sheathing as —,
- sold Rim ids
required dyer /a Gas sheathial ��-
- -- a .endsom
Nan the Gyp sheaming Par
Gypsum Kso[. file RWp 8105
o'w
except Imes.. Wan length to
2 -u2
11 -7/8" 1 -0Joists, ryp.
sMauuy swig ,
ssa., r,den mr Ind.. m demY
Npl soon Mme, pence
Gypsum shMMy
]z65[WSat l6' OC, tybl
Bodem any Wall _
= )tamp, small par condmlax.
pcs.w., me
malt NV -sips maWMkm
MI.Riml m
sMWIl
;'Type •yg
yousmtlntlY
pn sins lyall sdadvY.
dm
snealnlilq atbb[reNry
I6' Fa9a iT Pole u.N 0 )
Rim lom Too Ndail Po.__,
9- 1 "I- Joists, typ.
Wool smedde
/2
FASTENERS `_\— FASTENERS OV fIRE- RE515TIVE DETAILS:
At Property Lines / Setbacks where
wall 15 less than 5 -ft from the
25 GAUGE 1.5"x 1.5"' property line
L -METAL CONTINUOUS
DO NOT INSTALL CEILING
DRYWALL FASTENERS CLOSER
THAN I G" TO WALLS
1121
FASTENERS I `r r`,' 1'-'
"FLOATING" CEILING PANEL EDGE5
25 GAUGE 1.511.5 WILL ALLOW TPU55 MOVEMENT
L -METAL CONTINUOUS W /OUT DRYWALL CRACKING.
OTypical Drywall Ceiling Detail:
Best Practice Method for Avoiding
Ceiling Damage due to Truss Uplift
NOTE: No openings =k
re[lans
.lowed when pp age, Iv
less man T -0• . If flsN Is 1. than
5', open, may shall comply with IRC
R302.1 and penHmtlons shall
omply with IRC R311.1
Exterior One -Hour Rated Wall Section
(Gable End detail)
When a gable Bade has roof overhangs ext mamg (Gable End detail)
lest' than 5 it but more than 2 I from the 7/16'p9e Rmr smmn
Property line, one -hour rated construction Is ... m l
axomoossd
not reWd If there are no gable vents meeting aarh.c.
2Cm91RC Table 8302. 1, Footnote "b'. No Gave vents alueea ,
Exterior Finish
nott shown for
clarity
emputy
UM
sMaN CUNE EM MN OSa mM /
altam a[eda ,o
1ya�.
utldliempuinmmode
Romnat add, dwaae
Ng.3-R away M1mnIlec a d,
hill, Re. mongh t m dnINe ea
muhWn, In tIe kwv V3 dtlle mYenu.
�i
Mid j
Na as
nwm.la u1tm
wm
wl
min
SimiNiy song
r'p psi e.III ��-
Mtwm NYe sense
Por5.W.5dwdlae
stashngmo ab rdld per �\
eo toped h (a'
Edpn, n. ned R x o.)
RIM "amTs ad, per
i1J I- Joists
W Tr
S8" Web Trusses
ur avwpm,.1
�
am SeWS a[ 11 04 RVbI
- MTUsss
ya.•p.�.
I, mune 01 o'c'
Me Ir<batll O <
When an cave or roof overhang extends less than
5 k but more than 2 it from the property line.
one -hour rated constructor Is not required If
there are no cave vents and there is soled blocking
meetmg 2009 IRC Table R302. 1, Footnote 'a'.
Constmctaon, prolectlons, opemngs
and penetrations of e error walls of
d offi,ys and accessory bmldmgs
shall comply with 5ecnou 8302. I
and Table R302. I
Exterior Wall Section:
Walls at 5 -ft or more;
Eaves Projectmcg into the 5 -ft Setback
1- Joists, typ.
Ow FIRE- RE515TIVE DETAILS:
Where walls are 5 -ft or more from
property line, but eaves /
projections are Ie55 than 5 -ft .
2X SILL PLATE
A
4' -0" MAX. BACKFILL
W/O ADDITIONAL
DESIGN.
2' FIT. Min.
RIM JOIST
WHERE FOOTING SECTION "A" 15 MORE THAN 8'.
PROVIDE I G GA. METAL TIE 1.5x4 FOOT
MIN.EACH 51DE OF SPLICE W/ I Gd COMMON
NAILS.
aQ µ
PROVIDE M5TGO BETWEEN PONY
WALL ABOVE WHEN FOUNDATION
HOLDOWN SPECIFIED.
(2) 2X PLATE PONY WALL FRAMING AND
SHEAR NAILING TO MATCH
�" WALL FRAMING ABOVE.
�x������
VA
__ -- HOLDOWN SPECIFIED
PER PLAN.
NOTE: PLAN HAS BEEN DE5IGNED TO ALLOW FOR
A MAXIMUM PONYWALL HEIGHT OF 8' WITH (NO
OPENINGS). PONY WALLS OVER 8' REQUIRE
ADDITIONAL ENGINEERING.
STEP FOOTING DETAIL
n.t.s.
2x6 Upper Floor Stud Wall
Bottom Plate Connection
per Shear Wall Schedule
7/1 G" 058, nail per shear
panel above
2x4 Contlnuou5 Ribbon
Blocks, Inset Into Floor Truss
flush @ top and bottom
(3) 1 Od Na115 in face of each
ribbon block, typ
Top plate connection per
shear wall Schedule
2xG Main Floor Stud Wall
N
LU
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Dimensions: Rebar to be Grade GO
9 -1/2" at top- center Archway at Living Room per IRC 404.1.2.3.7.1
R -21 PER ENERGY -_ _ - In 5el5mlc De5lgn
1811 at springlines -sides (Optional: Applicable only if shown on floor plan) C_ALC's
Category D
112" G.W.B.
5 /5" TYPE X GWB, -_ .__
GARAGE SIDE
TJI: INSTALL PER ENGINEERED
PLANS IN FIELD
N RIM J015T
E R -30 BATT INSULATION
Open
E
X
E 516110" A.B.@
N 72" HOC MAX; OP -
f1EAR DETAIL PRESSURE TREATED SILL,
3 "x3 "xl /4" GALV PLATE WASHERS
4" CONC. SIAB 24" #s "Reuzroowei
#4 BAR HORIZONTAL: '
LOC. WITHIN 12" OF TOP 777 / /N/ OF WALL
i i \i \i \ i i \i i ✓ \i \ \ \i \i\ \ \i
For Garage stemwalls stacked
�Ov higher than 24" but less than 48"
of backfill: Provide 24" #3 Rebar
a- dowels into garage slab @ 24" oc.
1/2 wall @ 40 v,,
-1 o \ . \\ \ ^\ ' w 6 MIL. BLACK
V15QUEEN: LAP
#4 VERTICALL HOOK Bg C >� v 12" @ 5EAM5
-6 WALL - 48" -
G" WALL - 48" O.C.?�i �` 7"2 story
TO TIE INTO CIONT. FTG
�v / /
77/71\ v vvi is 77v i
> A
32' -C" 8 2 story
/ 15" 2 sto -(2) #4 BAK5 CONT.
C�r)FOUII DETAIL GARAGE TO ll_.I
(n.t.s.) HOUSE
MwvAY DETAIL TALL GARAGE STEMWALLS
7/16" OSB Skin, ripped (Optional per Site Conditions)
2 x 8 Centered to approx. 7 -1/2" _1
on Post (Nail to 2x8'5 @ 12" oc)
2 x 4 studding o N
I_
16 "oc L V �—
a
W
7/16" OSB Skin
A rox.
X 4 Bearing
��� 7-112" TOP PLATE -
4 PER PLAN
4 SHEATHING & ATTACHEMNT
centerpost N ARCHWAY SECTION --HEADER PER PLAN" PER SW SCHEDULE
CS18x36 HORIZ. STRAP
ADD STUD w/ P/L 16 -- SHEARWALL PER PLAN
MIN. (2) 2x EA. SIDE HOLDOWN
Depth of Front Porch PER PLAN
(varies per plan)
3 2
'
Depth of G PLATE PER SHEARWALL
p Q z SCHEDULE
typical rear = g
porch landing (or flashing
(or equal) to protect wood framing ADD (1) #4 FOR W P/L 16"
Cz
Lap G" above, below, and sides w r_ —
Nervastrol flashing 2 - #4 BARS EQUALLY SPACED
_— Top of threshold = (I - 1/2" above 05B subfloor) SLAB ON GRADE z Q AS SHOWN (4- TOTAL)
(or equal) to protect wood frammg Top of door O i #4 TIE @ 6" O.C. HORIZ
Lap G" above, below, and sides threshold is 9s^ Tii _ Top of porch / patio: Set @ 5-1/2" above foundation 5temwaill U
for maximum 7 -3/4" nser measured from top of threshold. " u
_ Top of threshold = (I -1 12" above OSB subfloor) 13-1/4" above - " a 6" CONCRETE PILASTER
---- -- I I " Ste t max 7 -3/4" riser
the stemwall p• Yp� (
Top of door Top of porch /patio: foundation stemwall for -lfl Z
9.51, T31 COMPACTED FILL " -
threshold is � maximum 7 -3/4" riser measured from top of threshold. - M �
13-1/4" above - - -- I I " Step (max 7 -3/4" nser)
the stemwall -- o
COMPACTED FILL _ (MIN.) 12" DEEP CONT. ° 3
FOOTING w /(2) #4 @BOTTOM 3 a E
PORCH / FLATWORK DETAIL Typical Front Thickened edge to support X 6" CONC SHEARWALL
U posts /beams /roof per plan
(n.t.s.) Porch Detail �
Typical Rear Landings outside the entry door and rear slidlncj door to be one step down
Porch Detail from top of threshold. Typical height of porch to be 5-1/2" above the Optional condition for plans specifically DA
concrete stemwall. Nervastrol flashing must be mstalled prior to setting the noted at garage front walls
forms for flatwork, with 0 minimum overfaps on each side, top, and bottom.
Intermediate Framing Details
(WSEC Builder-5 Field Guide, 8th Edition, 2009
DOUBLE 2xG TOP
�C5 PLATE (AT EXT. WALL)
2xG CORNER STUDS
(TWO STUD CORNER)
CORNER
PREFERRED OPTION
DRYWALL CLIP
2xG BOTTOM
PLATE
Optional Details Allowing Easy
Placement of insulation
FLAT 2x4 BLOCKING
2x6 STUDS @
EXT. WALLS
2x4 FRAMING AT
INT. PARTITIONS
LADDER BLOCKED INTERSECTION AT
INTERIOR /EXTERIOR WALL
INTERSECTIONS
FLAT STUD INTERSECTION
DOUBLE 2x6
TOP PLATE
'AT EXT. WALL)
2x6 STUD (ALLOWS
4" OF INSULATION
BETWEEN STUD 4
SHEATHING)
2x6 EXT.
WALL STUDS
2x4 FRAMING AT
INT. PARTITIONS
[ HOLDOWN
SCHEDULE ]
FASTENER TIE
[ GR III SPECIES
]
TYPE STUD
[ 51MP50N STRONG -TIE
HOLDOWN
]
(18) 1 Od - --
[ 51MP50N 2009 CATALOG
]
2
(2) C520 (36) (2) 2x
(14) 1 Od ea - --
FOUNDATION LEVEL
3
(2) CS 18 (36) (2) 2x
(18) I Od ea —
2.74
4
(2) C5 16 (48) (2) 2x
TT
(22) 1 Od ea
73.41
[THICK(51DE)]
(IN O.C.);
(IN O.C.)
HD
(IN O.C.)
(KLF)
MIN
FASTENER
ANCHOR
(32) 1 Gd ea
CAP
#
TYPE
(2) M5TC5-, (2) 2x
STUD
TO STUD
II1
BOLT
7
KIPS
--
5THD8
9.66
1 (2) 2x
(24) 1 Gd
- --
1 Gd @G"
16d @5 5" "
2.21
2
STHD I 0
(3 2) I Gd ea
1 (2) 2x
(28) 1 Gd
- --
5/8'@ 1 2
3.73
1 A35@ 12" w/ 12 -8d
0.60 1-3
3
STHD 14
(2) 2x
(38) 16
5.03
—
4
HDQS
(3) 2x
-
(20) 5D52
55TB28
6.65
5
HHDQII
GX
(24) SD52
55TB28
8.51
6
HHDQ14
6X
(30) 5D52
i 55TB28
i
10.75
7
HD12
6X
(4) 1 0
1 -1 /8 0
13.20
8
HD19
6X
(5) 1 0
1- 1/81'0
14.22
9
HD19
GX
(5) 1 "O
1 -1/4' O
16.21
[ HOLDOWN SCHEDULE ] [ GR III SPECIES ] -
DOUBLE 2xG TOP [ 51MP50N STRONG -TIE HOLDOWN ]
PLATE (AT EXT. WALL) [ 51MP50N 2009 CATALOG ]
FOUNDATION LEVEL
?xG CORNER STUDS
THREE STUD CORNER)
MODIFIED CORNER
ONE STUD INTERSECTION:
PREFERRED OPTION
DRYWALL
CLIP
?xG BOTTOM
'LATE
HD
MIN
FASTENER TIE
CAP
#
TYPE STUD
TO STUD ROD
KIPS
I
(18) 1 Od - --
1.37
C-518 (30) 2x
2
(2) C520 (36) (2) 2x
(14) 1 Od ea - --
2.06
3
(2) CS 18 (36) (2) 2x
(18) I Od ea —
2.74
4
(2) C5 16 (48) (2) 2x
TT
(22) 1 Od ea
73.41
[THICK(51DE)]
(IN O.C.);
(IN O.C.)
O.C.)
(IN O.C.)
(KLF)
I
5
M5TC66 (2) 2x
(32) 1 Gd ea
—50
1 6d@ 16"
6
(2) M5TC5-, (2) 2x
(44) 1 Gd ea
- --
7.29
7
(2) M5T60 (2) 2x(46)
16d ea
- --
9.66
7/1 G" osb (1)
I
5/8' @40"
5/8'@ 16"
1 Gd @G"
16d @5 5" "
±
8
(2) M5TC66 (4) 2x
(3 2) I Gd ea
5
10.99
[ SHEAR WALL SCHEDULE
]
[ GR III SPECIES ]
[ 7/ I G" WOOD STRUCTURAL PANEL
w/ I Od
BOX (0. 128" ]
SHEAR WALL
EDGE
ANCHOR
I BOTTOM
RIM /BLK TO
ALLOW
5W#
SHEAHING
NAILING',
BOLTS
PLATE (IN
TOP PLATE
SHEAR
NOTE5
[THICK(51DE)]
(IN O.C.);
(IN O.C.)
O.C.)
(IN O.C.)
(KLF)
I
1
7/1 G" 0519 (1)
1 Od @6"
5/8 " @72"
1 6d@ 16"
16d TN @ 8" O.C.
0.15 1
2
1 7/1 G" osb (1)
1 Od @6"
5/8' @G4"
1 6d@ I O"
A35 @3G" w/ 1 2 -8d
0.23 1
3
7/1 G" osb (1)
1 Od @4
I Od @3"
5/8' @40"
5/8'@ 16"
1 Gd @G"
16d @5 5" "
A35 @24' w/ 12 -8d
A35 @ 18" wl 12 -8d
0.34 1
0.45 1-3
4
7/1 G" osb (I)
5
7/1 G" osb (1)
1 Od @ 2"
5/8'@ 1 2
1 6d @4"
1 A35@ 12" w/ 12 -8d
0.60 1-3
HOLDOWN NOTES
GENERAL NOTES
A) MINIMUM CONCRETE COMPRESSIVE STRENGTH TO BE 2.5 K51
B) REFER TO MANUFACTURERS CATALOGS FOR MINIMUM DISTANCE TO FOUNDATION CORNER.
C) REFER TO MANUFACTURERS' CATALOGS FOR MINIMUM BACKING MEMBER SIZE.
D) ANCHOR BOLT EMBEDMENT DEPTH SHALL BE A MINIMUM OF 15" WITH A CUT WASHIER AND
NUT AT BOTTOM.
E) POSTS AT HOLDOWN: 2x 4 4x (38mm x AND 89mm x) - -- #2 OR BETTER
Gx ( 140mm x ) - -- #1 OR BETTER
F) THE ANCHOR TYPE HOLDOWN5 AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE
BELOW, TRIED BY THREADED ROD.
G) USE 5THD5PJ FOR 5THD8, STHD I ORJ FOR STHD 10, AND STHD 14FJ FOR STHD 14 WHERE RIM
JOISTS ARE INSTALLED.
1) THE STUD FASTENER FOR 5THD'5 SHALL BE I Gd SINKERS.
J) MINIMUM STEM WALL TO BE G" WIDE FOR I -STORY BUILDINGS, 8" WIDE FOR BUILDINGS
HAVING 2 OR MORE STORIES.
header Details
4x HEADER IN Gx WALL
4x HEADER
2x NAILER
(IF NEEDED)
SHEAR WALL NOTES
GENERAL NOTES (APPLY TO ALL SHEAR WALLS)
A) FOR RATED SHEATHING PANELS, SPACE NAILS @ 12 IN (305 MM) OC ALONG
INTERMEDIATE FRAMING MEMBERS.
B) BLOCK ALL PANEL EDGE5 WITH MINIMUM 2X (5 1 MM) BLOCKING.
C) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING.
D) FRAMING TO BE A MAXIMUM OF 16 IN (G 10 MM) OC.
E) FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHING.
F) PROVIDE SOLID BLOCKING UNDER THE SHEAR WALLS AT THE DIAPHRAGMS TO
ACCOMMODATE THE BOTTOM PLATE ATTACHMENT.
G) ANCHOR BOLTS -4- I /2" MIM. EMBEDMENT t- F'C 3000 PSI (NO SPECIAL IN5P)
SPECIAL NOTES FOR SHEAR WALLS (APPLY TO WALLS SPECIFICALLY NOTED)
1) APA RATED SHEATHING EXP I /EXP2 /EXT OR C- C /C- D /STRUCT II PLYWOOD.
2) PROVIDE 3x'5 (7G MM) AT ADJOINING PANEL EDGES W /NAILS STAGGERED.
3) WALLS >O.60 KLF USE A MINIMUM OF A 3x SILL. FOR WALLS BETWEEN 0.35 AND 0.60
ANCHOR BOLT SPACING HAS BEEN DECREASED BY 112 (USE 24.
4) PROVIDE MINIMUM 2 -2x BLOCKING OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM
PLATE NAILS STAGGERED.
5) FOR 2 SIDED SHEAR WALLS PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
FRAMING MEMBERS AND FRAMING SHALL BE 3" NOMINAL OR THICKER, AND NAILS ON EACH
SIDE SHALL BE STAGGERED.
NAILS MINIMUM DIAMETER
Gd COM = 0. 1 13 8d BOX = 0. 1 13 ", 1 Od BOX = O. 126" 16d BOX = 0. 135"
Mono -Four
foundation
Use steel straps at top of
footing forms
I - I r laminated
form panel
Form cleat:
8" for 2 -5tory
G" for 1-story
8d duplex nail, thru
strap to form board
Metal - - - -i
stakes
NOTE: ACTUAL HEADER SIZES TO BE - -I 1 1 V L11 1 1-111-11
-I - -I -�
CALCULATED FROM LOADING CONDITIONS. 1 1 1
Un- disturbed or
'RIGID INSULATED HEADERS (R -10) REQUIRED III. - III compacted sod
FOR INTERMEDIATE AND ADVANCED FRAMING –� —�—
Form cleat
"Rap -I- Form" Mono -pour strap
Place at all panel ends, and
• 24" oc max for 24" high
walls
• 1 G" oc max for up to 48"
high walls
f2x8 footing form:
15" wide for 2 -5tory
12" wide for I -story
-I TT_�- I���T�LT�—
III —1 I L —III ! I i
—III III —III III
u 1
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a
;I
a
gb'
a°
e
°
d °
NOTE: ACTUAL HEADER SIZES TO BE - -I 1 1 V L11 1 1-111-11
-I - -I -�
CALCULATED FROM LOADING CONDITIONS. 1 1 1
Un- disturbed or
'RIGID INSULATED HEADERS (R -10) REQUIRED III. - III compacted sod
FOR INTERMEDIATE AND ADVANCED FRAMING –� —�—
Form cleat
"Rap -I- Form" Mono -pour strap
Place at all panel ends, and
• 24" oc max for 24" high
walls
• 1 G" oc max for up to 48"
high walls
f2x8 footing form:
15" wide for 2 -5tory
12" wide for I -story
-I TT_�- I���T�LT�—
III —1 I L —III ! I i
—III III —III III
u 1
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V
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F 2 N
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