HomeMy WebLinkAboutComplete Application - Humerickhouse 24x36 Layout - Blueprint 2-16-22 TKG Sign 2-17-22PLAN AREAS
MAIN FLOOR
GARAGE
2,345 SQ.FT.
978 SQ.FT.
COVERED ENTRY
FINISHED BASEMENT 1,270 SQ.FT.
TOTAL LIVING AREA:3,615 SQ.FT.3,615 SQ.FT.
54 SQ.FT.
DECK 294 SQ.FT.
70 SQ.FT.BALCONY
90 SQ.FT.BREEZEWAY
CHIEF ARCHITECT X12
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
LAYOUT PAGE TABLE
PG#TITLE
A1 COVER SHEET
A2 SITE PLAN
A3 FOUNDATION PLAN
A4 FOUNDATION PLAN GARAGE
A5 FOUNDATION DETAILS
A6 BASEMENT FLOOR PLAN
A7 FLOOR FRAMING PLAN
A8 FLOOR FRAMING DETAILS
A9 MAIN FLOOR PLAN
A10 MAIN FLOOR PLAN GARAGE
A11 WINDOW & DOOR SCHEDULES
A12 ROOF FRAMING PLAN
A13 ROOF FRAMING GARAGE
A14 ROOF FRAMING PLAN DETAILS
A15 ROOF FRAMING PLAN DETAILS
A16 ROOF FRAMING PLAN DETAILS
A17 ROOF OVERVIEW
A18 BUILDING SECTIONS
A19 BUILDING SECTIONS
A20 BUILDING SECTIONS
A21 EXTERIOR ELEVATIONS
A22 EXTERIOR ELEVATIONS
A23 SHEARWALL INFO
A24 SHEARWALL INFO
A25 ENGINEERING SPECIFICATIONS
A26 WA STATE ENERGY CODE
A27 ENERGY CODE COMPLIANCE
A1
COVER SHEET
4210 NAVIGATOR LANE, ANACORTES
DESIGN INFORMATION
PROJECT DESCRIPTION
NEW SINGLE FAMILY RESIDENCE
CODE COMPLIANCE
ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND
ORDINANCES AND THE FOLLOWING:
- 2018 INTERNATIONAL RESIDENTIAL CODE
- 2018 WASHINGTON STATE ENERGY CODE
- 2018 UNIFORM PLUMBING CODE
DEFERRED SUBMITTALS
1.MECHANICAL HVAC SYSTEM DRAWINGS
2.ELECTRICAL POWER DISTRIBUTION DRAWINGS
3.NATURAL GAS DISTRIBUTION DRAWINGS
4.PLUMBING DRAWINGS
5.ROOF TRUSS DRAWINGS / CALCULATIONS
6.FLOOR JOIST DRAWINGS / CALCULATIONS
7.LANDSCAPE PLANS
8.LIGHTING PLANS
9.CABINET SHOP DRAWINGS
10.CUSTOM HARDWARE / BRACKET SHOP DRAWINGS
PROJECT INFORMATION
PROJECT ADDRESS:
PARCEL# P130298
4210 NAVIGATOR LANE
ANACORTES WA 98221
THE HUMERICKHOUSE RESIDENCE
4210 NAVIGATOR LANE, ANACORTES, WA 98221
N
HEIGHT RESTRICTED
14' HT. RESTRICTION
MEASURED @ PROP. CORNER
1 2 4 .7 '
3 5 .0 5 '
1 0 0 '
2
3
0
.
9
3
'
2
4
5
.
9
3
'
4 7 .7 6 '7 5 .3 4 '
4 0 .8 9 '
r =5 1 '
6 0 .2 '
3 5 .0 5 '
4 1 .7 7 '
7 0 .9 3 '
2
4
6
.
8
6
'
DN
4
4
.
5
'
1
7
'
1 8 .8 8 '
4
6
.
1
6
'
1 8 .9 9 '
GEO-TECH SETBACK AREA
TOP OF STEEP SLOPE
80
BLDG. 30' SETBACK
78
4216 NAVIGATOR LN.
LOT 3
24,388 SF
LOT 2
25,096 SF
BLDG. 30' SETBACK
4210 NAVIGATOR LANE
B L D G . 3 0 ' S E T B A C K
4206 NAVIGATOR LANE
LOT 1
15' STORM D RA IN EA S EME N T
1 5 ' S T O R M D R A I N E A S E M E N T
20' ACCESS EASEMENT
2 5 ' P R I V A T E U T I L I T Y &A C C E S S E S M T D E D I C A T E D I N S P -0 5 -0 0 6 A F #2 0 1 0 0 9 2 1 0 0 5 2 .
2 0 ' S E T B A C K
3 0 ' S T R E E T S E T B A C K
30' S
E
T
B
A
C
K
HEIGHT RESTRICTED
HEIGHT RESTRICTED
HEIGHT RESTRICTED
14' HT. RESTRICTION
MEASURED @ PROP. CORNER
14' HT. RESTRICTION
MEASURED @ PROP. CORNER
1
0
'
S
E
T
B
A
C
K
1
0
'
S
E
T
B
A
C
K
1
0
'
S
E
T
B
A
C
K
1
0
'
S
E
T
B
A
C
K
1
0
'
S
E
T
B
A
C
K
1
0
'
S
E
T
B
A
C
K
1 0 ' S T O R M D R A I N E A S E M E N T
VCMS
LANDSCAPING
MAINTAINED BY HOA
3 0 ' S E T B A C K
100' OH W M S E T B A C K
1100
90
8 0
7 0
7674
82
84
86
88
90
92
94
96
98
100
102
102.0' ELV.
DRIVEWAY =
20% SLOPE
72
16 % SLOPE
9,950 SQ.FT. = AREA BELOW 200' OHWM
25% = 2,487 SQ.FT. MAX COVERAGE
DECK
96
94
92
98
GARAGE FLOOR
@ 96.0'
MAIN FLOOR
@ 94.0'
DAYLIGHT @ 83.0'
SFR
FE
R
RY VIE
W
G U E M E S I S L A N D V I E W
2 0 0 ' O H W M S E T B A C K
DRIVEWAY
1,793 SQ.FT.
STEPS
STEPS
R E T A I N I N G W A L L
N
A
V
I
G
A
T
O
R
L
A
N
E
R O C K E R Y
R O C K E R Y
EVERGREEN TREE
LANDSCAPE LEGEND
LAWN / LANDSCAPED AREA
CONCRETE DRIVE
MULCH - PLANTING BED
DECIDUOUS TREE
SHRUBS / PLANTINGS
REQUIRED LANDSCAPING CALCULATIONS
LOT SIZE:7,739 FT.25,096 FT.SITE AREA
20% OF SITE TO BE LANDSCAPED
(PER AMC TABLES 19.42.020-030
20% R2A ZONE
5,019 SQ.FT REQUIRED
19,896 PROVIDED
COMPLIANCE WITH AMC CH. 16.50
TREE PRESERVATION
TREE UNIT CREDITS REQUIRED = 25
TREE UNIT CREDITS PROVIDED
(2) NEW DECIDUOUS TREES (MIN. 2"
CALIPER @ 6" ABOVE GROUND)
(23) NEW EVERGREEN TREE (6' IN
HEIGHT)
NUMBER OF REQUIRED STREET
TREES
1 PER 30' OF FRONTAGE
33.95' LINEAL FEET OF FRONTAGE
= 1 STREET TREES REQUIRED
LOT SIZE : 25,096 SQ.FT.
ACTUAL BUILDING COVERAGE = 2,440 SQ.FT.
PARCEL # 130298
ADDRESS: 4210 NAVIGATOR LANE, ANACORTES WA 98221
OWNER: DAVID HUMERICKHOUSE
LOT INFORMATION
AREA WITHIN 200' OHWM : 9,950 SQ.FT.
MAX LOT COVERAGE 25% = 2,487 SQ.FT.
CHIEF ARCHITECT X12
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
1" = 10'
A2
SITE PLAN
4210 NAVIGATOR LANE, ANACORTES
9'-3"8'-6"9'-3"
10'-9 1/2"
10'-9 1/2"2'-2 3/4"
10'-9 1/4"
8'-2"
2'-7 1/4"
10'-0 3/4"
10'-5 1/2"16'-6 1/2"20'-0"
26'-0"
24'-0"
4'-0"
39'-0"
45'-5 1/2"
3'-4"
14'-0"
2'-0"
11'-0"9'-0"
28'-0"
17'-0"
8'-11"
11"
10'-0"17'-0"13'-10"
21'-2"
7
'
-
1
"
3'-9 1/2"
2'-0"
16'-0"
1 6 '-0 "
53'-11"
87'-9 1/2"
47'-0"
30'-10"
5'-9 1/2"
11'-2"
12'-0"
8'-2 1/2"
2'-9"
1'-6"
2'-10"
1'-6"
6'-11 1/2"
1'-6"
4'-1 1/2"
7'-4"16'-0"11'-1 1/2"1'-6"16'-7"9'-5 1/2"
1'-6"
6'-2 1/2"
1'-6"
21'-2 1/2"
11'-1 1/2"
16'-7"1'-6"10'-7 1/2"
18'-1"10'-0 1/2"11'-7"
12'-0 3/4"
4'-2"
3'-0"
0'-3"
3'-0"
2'-9"
3'-0"
0'-3"
3'-0"
2 '-7 "
6 '-0 "
7 '-5 "
3'-9"3'-0"
0'-3"
3'-0"
0'-3"
3'-0"3'-9"
9'
-0"
9'-3"
2'-9"
9'-3"
2'-4 1/2"
SLOPE GARAGE FLOOR
1
A5
1
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17HD
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18HD
18HD
17HD
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SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE
COMPACTION. IT IS STRONGLY RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A
GEOTECHNICAL CONSULTANT.
UNDERSLAB INSULATION: MAY USE XPS OR EPS RIGID FOAM WITH MIN., 25 PSI COMPRESSIVE
STRENGTH UNDER SLAB. IF USED, PROVIDE AND INSTALL PER INSULATION MANUFACTURER'S
RECOMMENDATIONS.
SLAB THICKNESS: USE 4" MIN.
REINFORCEMENT: USE ANY OF THE FOLLOWING:
MIN., #3 REBAR AT 24" OC, EACH WAY, CENTERED IN SLAB.
WELDED WIRE FABRIC, MIN., W2.9, 6"X6" (6 GA.), CENTERED IN SLAB. SPLICES OVERLAP 8" MIN.
FIBERMESH PER MANUFACTURER'S RECOMMENDATION.
HELIX MICRO REBAR, MIN., 5 LBS. PER CUBIC YARD.
CONTROL JOINTS: MAXIMUM RECOMMENDED SPACING = 8' OC, EACH WAY. THIS IS A NON-
STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER.
VAPOR BARRIER: SUGGEST A MIN., 6 MIL., PLASTIC VAPOR BARRIER UNDER INTERIOR SLABS. THIS
IS A NON-STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL
DESIGNER.
95S - SLAB95S - SLAB
ALT 1 – HOLDOWN – EMBEDDED STRAP TYPEALT 1 – HOLDOWN – EMBEDDED STRAP TYPE
MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT.
HOLDOWN: USE LSTHD8 FOR NO RIM JOIST CONDITION.
FOR RIM JOIST CONDITION USE LSTHD8RJ.
NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS.
STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X.
ALT 2 – HOLDOWN – BOLT TYPE ALT 2 – HOLDOWN – BOLT TYPE
HOLDOWN: USE HDU2.
LAGS: USE 6 SDS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE
ANCHOR BOLT: IF WET SET, USE 5/8” DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND
3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING,
BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING.
IF ROTOHAMMER, USE 5/8” TITEN HD OR ALL THREAD & EPOXY, WITH 6” MIN CONCRETE
EMBEDMENT, CENTERED IN STEM WALL.
17 HD - HOLDOWN - EMBEDDED STRAP TYPE17 HD - HOLDOWN - EMBEDDED STRAP TYPE
HOLDOWN: USE HDU11. GOOD FOR 9335 LB.
STUD CONNECTION: USE 30 SDS 1/4 X 2.5 TO FULL-HEIGHT 6X6 (MIN.) STUD MEMBER.
ANCHOR BOLT: USE 1” DIAMETER PAB8 OR 1" ALL-THREAD WITH NUT AND 3" WASHER ON
EMBEDDED END. MIN EMBEDMENT = 24".
IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3"
COVER AT BOTTOM OF FOOTING.
IF CRIPPLE WALL BELOW, USE ALL-THREAD AND CNW COUPLER NUT OR SIMILAR.
18 HD - HOLDOWN - BOLT TYPE18 HD - HOLDOWN - BOLT TYPE
WOOD SHEAR WALL: USE WSW12. WIDTH = 12". HEIGHT, SEE BELOW.
HEIGHT: TOP PLATE OF WALL BELOW TO BOTTOM OF HEADER BEAM ABOVE. OKAY TO
ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY.
WSW SITS ON WSW-MSK KIT DIRECTLY ON TOP PLATE OF WALL BELOW. AFFECTED FLOOR
JOISTS MAY HANG ON WSW.
ALIGNMENT: EDGE OF WSW CREATES EDGE OF ROUGH OPENING. REMAINDER OF WALL
SECTION MAY BE FILLED IN WITH STANDARD FRAMING.
POSITION WSW TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS
NECESSARY TO FLUSH UP WITH REMAINDER OF WALL.
TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE STRONG WALL.
CONNECT OUTSIDE OF WSW WITH PORTAL STRAPS WSW-PS.
CONNECT HEADER BEAM TO WSW WITH SDS SCREWS THAT COME WITH THE WSW.
AT MIDPOINT OF WSW CONNECT TOP OF WSW TO BOTTOM OF HEADER WITH WSW-TOW.
SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW.
BOTTOM CONNECTION: CONNECT TO 8B SW BELOW WITH WSW-MSK KIT.
8ASW - SIMPSON WOOD SHEARWALL8ASW - SIMPSON WOOD SHEARWALL
WOOD SHEAR WALL: USE WSW12. WIDTH = 12". HEIGHT, SEE BELOW.
HEIGHT: FOUNDATION TO LOWER WALL TOP PLATE. OKAY TO ORDER WSW LONG AND CUT
TO HEIGHT AS NECESSARY. NOTE WSW SITS DIRECTLY ON FOUNDATION; WALL AND FLOOR
TO FRAME AROUND WSW.
ALIGNMENT: ALIGN WITH 8A SW ABOVE.
POSITION TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY
TO FLUSH UP WITH REMAINDER OF WALL.
TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH WSW-TOW PLATE,
AND SDS ANGLED LAGS THAT COME WITH THE WSW.
ALSO USE WSW-TOW PLATE ON OUTSIDE.
THIS IS THE LOWER WSW IN A TWO-STORY, STACKED CONDITION. THE TOP OF THIS WSW IS
CONNECTED TO THE BOTTOM OF THE WSW ABOVE WITH WSW-MSK KIT.
SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW.
BOTTOM CONNECTION:
WET-SET: ANCHOR BOLTS, USE ALL-THREAD, 7/8" DIAMETER, EXTENDED TO FOOTING
BOTTOM REBAR AND USE DOUBLE NUT AND 3" X .25" WASHER ON EMBEDDED END. SUGGEST
USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, WSW.
8BSW - SIMPSON WOOD SHEARWALL8BSW - SIMPSON WOOD SHEARWALL
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
USE WSW18. WIDTH = 18"
9BSW / 9ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS9BSW / 9ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF
ROUGH OPENING, ATTACH WITH 3" SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH
HUC W/ SCREWS. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD
FRAMING.
USE WSW24. WIDTH = 24"
ANCHOR BOLT DIAMETER = 1"
10BSW / 10ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS10BSW / 10ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS
4" CONCRETE SLAB - 890 SQ.FT.
DOOR BUCK OUT
DOOR BUCK OUT
4" CONCRETE SLAB - 78 SQ.FT.
4" CONCRETE SLAB - 357 SQ.FT.
4" CONCRETE SLAB - 598 SQ.FT.
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
4" CONCRETE SLAB -
1,236 SQ.FT.
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
SIM.
8BSW
9BSW
10BSW
LI
N
E
O
F
D
E
C
K
A
B
O
V
E
FOUNDATION PLAN
OPTIONAL LANDSCAPE
RETAINING WALL -TBD
OPTIONAL LANDSCAPE
RETAINING WALL -TBD
SIDEWALK
FEATURE TBD.
CONCRETE STEPS
FRAMED STEPS
OPTIONAL LANDSCAPE
RETAINING WALL -TBD
GARAGE APRON - SIZE AND
CONFIGURATION TBD.
4" CONCRETE
SLAB - 23 SQ.FT.
4" CONCRETE
SLAB - 54 SQ.FT.
FRAMED LANDING PLANTERPLANTER
FOUNDATION NOTES
TYPICAL FOUNDATION BOLT
2 X 6 WALL
TYPICAL
FRAMED
WALL
7/16 OSB
3" X 3" X .25"
BEARING
PLATE
5/8" X 12"
ANCHOR BOLT
TYP.
FOUNDATION
WALL
TYPICAL FOUNDATION
BOLT PLACEMENT
1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS.
2.GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION FOOTINGS (ON THE
EXTERIOR OF THE FOOTINGS) SHOULD SLOPE DOWN AT A 5 PERCENT
MINIMUM SLOPE. THIS MUST CONTINUE FOR AT LEAST 10 FEET.
3.IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD BEARING
VALUES IN IRC TABLE R401.4.1 SHALL BE ASSUMED.
4.FOOTINGS SHOULD EXTEND TO A MINIMUM DEPTH OF 12 INCHES BELOW
PREVIOUSLY UNDISTURBED SOIL. FOOTINGS ALSO MUST EXTEND AT LEAST 12
INCHES BELOW THE FROST LINE (THE DEPTH TO WHICH THE GROUND
FREEZES IN WINTER) OR MUST BE FROST-PROTECTED. FOOTINGS SHOULD
HAVE A MINIMUM WIDTH OF 12".
5.TOP OF THE FOOTINGS MUST BE LEVEL; NO EXCEPTIONS. PREFERENCE FOR
THE BOTTOM OF THE FOOTING IS THAT IT IS LEVEL. EXCEPTION: IF BUILDING
ON A SLOPED GRADE, YOU CAN STEP THE FOOTING AS MUCH AS 1 UNIT
VERTICAL PER 10 UNITS HORIZONTAL (OR A 10 PERCENT SLOPE).
6.ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACES. ACCESS
OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18" X 24".
OPENINGS THROUGH A PERIMETER WALL SHALL NOT BE LESS THAN 16" X 24".
WHEN ANY PORTION OF THE THE THROUGH WALL ACCESS IS BELOW GRADE,
AN AREAWAY OF NOT LESS THEN 16" X 24" SHALL BE PROVIDED. THE BOTTOM
OF THE AREAWAY SHALL BE BELOW THE THRESHOLD FO THE ACCESS
OPENING. THROUGH WALL ACCESS SHALL NOT BE LOCATED UNDER A DOOR
TO THE RESIDENCE.
7.FOUNDATION VENTS - THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF
THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE
OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH
FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF
VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR
EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA, UNLESS THE
GROUND SURFACE IS COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL.
WHEN A CLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET
AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT
FOR EACH 1,500 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH
VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE
BUILDING.
8.WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON
CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN
ACCORDANCE WITH THIS SECTION. COLD-FORMED STEEL FRAMING SHALL BE
ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL
PLATES ANCHORED TO THE FOUNDATION. ANCHORAGE OF COLD-FORMED
STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL
FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION
R505.3.1 OR R603.3.1. SEE SHEARWALL TABLE FOR SILL PLATE CONNECTIONSEE SHEARWALL TABLE FOR SILL PLATE CONNECTION
TO FOUNDATION.TO FOUNDATION. SILL PLATES AND SOLE PLATES SHALL BE PROTECTED
AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 AND
R318.
12" MAXIMUM
9" MINIMUM
FROM END OF PLATE
MINIMUM OF (2)
BOLTS PER PIECE
FOR SPACING SEE
SHEARWALL SCHEDULE
1/4" = 1'
CHIEF ARCHITECT X12
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INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J.SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
A3
FOUNDATION PLAN
4210 NAVIGATOR LANE, ANACORTES
22
2/16/22
FOUNDATION NOTES
TYPICAL FOUNDATION BOLT
2 X 6 WALL
TYPICAL
FRAMED
WALL
7/16 OSB
3" X 3" X .25"
BEARING
PLATE
5/8" X 12"
ANCHOR BOLT
TYP.
FOUNDATION
WALL
TYPICAL FOUNDATION
BOLT PLACEMENT
1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS.
2. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION FOOTINGS (ON THE
EXTERIOR OF THE FOOTINGS) SHOULD SLOPE DOWN AT A 5 PERCENT
MINIMUM SLOPE. THIS MUST CONTINUE FOR AT LEAST 10 FEET.
3. IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD BEARING
VALUES IN IRC TABLE R401.4.1 SHALL BE ASSUMED.
4. FOOTINGS SHOULD EXTEND TO A MINIMUM DEPTH OF 12 INCHES BELOW
PREVIOUSLY UNDISTURBED SOIL. FOOTINGS ALSO MUST EXTEND AT LEAST 12
INCHES BELOW THE FROST LINE (THE DEPTH TO WHICH THE GROUND
FREEZES IN WINTER) OR MUST BE FROST-PROTECTED. FOOTINGS SHOULD
HAVE A MINIMUM WIDTH OF 12".
5. TOP OF THE FOOTINGS MUST BE LEVEL; NO EXCEPTIONS. PREFERENCE FOR
THE BOTTOM OF THE FOOTING IS THAT IT IS LEVEL. EXCEPTION: IF BUILDING
ON A SLOPED GRADE, YOU CAN STEP THE FOOTING AS MUCH AS 1 UNIT
VERTICAL PER 10 UNITS HORIZONTAL (OR A 10 PERCENT SLOPE).
6. ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACES. ACCESS
OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18" X 24".
OPENINGS THROUGH A PERIMETER WALL SHALL NOT BE LESS THAN 16" X 24".
WHEN ANY PORTION OF THE THE THROUGH WALL ACCESS IS BELOW GRADE,
AN AREAWAY OF NOT LESS THEN 16" X 24" SHALL BE PROVIDED. THE BOTTOM
OF THE AREAWAY SHALL BE BELOW THE THRESHOLD FO THE ACCESS
OPENING. THROUGH WALL ACCESS SHALL NOT BE LOCATED UNDER A DOOR
TO THE RESIDENCE.
7. FOUNDATION VENTS - THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF
THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE
OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH
FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF
VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR
EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA, UNLESS THE
GROUND SURFACE IS COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL.
WHEN A CLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET
AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT
FOR EACH 1,500 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH
VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE
BUILDING.
8. WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON
CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN
ACCORDANCE WITH THIS SECTION. COLD-FORMED STEEL FRAMING SHALL BE
ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL
PLATES ANCHORED TO THE FOUNDATION. ANCHORAGE OF COLD-FORMED
STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL
FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION
R505.3.1 OR R603.3.1. SEE SHEARWALL TABLE FOR SILL PLATE CONNECTIONSEE SHEARWALL TABLE FOR SILL PLATE CONNECTION
TO FOUNDATION.TO FOUNDATION. SILL PLATES AND SOLE PLATES SHALL BE PROTECTED
AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 AND
R318.
12" MAXIMUM
9" MINIMUM
FROM END OF PLATE
MINIMUM OF (2)
BOLTS PER PIECE
FOR SPACING SEE
SHEARWALL SCHEDULE
9'-3"8'-6"9'-3"
10
'
-
0
3
/
4
"
10'-5 1/2"16'-6 1/2"20'-0"
13
'
-
0
"
26
'
-
0
"
24
'
-
0
"
4'
-
0
"
23'-0"
39
'
-
0
"
45
'
-
5
1
/
2
"
3'
-
4
"
14'-0"
2'-0"
3'-0"
11'-0"9'-0"
28
'
-
0
"
17
'
-
0
"
3'-
9
1
/
2
"
2'
-
0
"
16
'
-
0
"
53
'
-
1
1
"
87
'
-
9
1
/
2
"
47'-0"
5'
-
9
1
/
2
"
11'-2"
12'-0"2'
-
9
"
1'
-
6
"
2'
-
1
0
"
1'
-
6
"
6'
-
1
1
1
/
2
"
1'
-
6
"
4'
-
1
1
/
2
"
7'-4"16'-0"11'-1 1/2"1'-6"16'-7"9'-5 1/2"
1'
-
6
"
6'
-
2
1
/
2
"
1'
-
6
"
21
'
-
2
1
/
2
"
11
'
-
1
1
/
2
"
18'-1"10'-0 1/2"11'-7"
12
'
-
0
3
/
4
"
9'
-
0
"
2'
-
4
1
/
2
"
9'
-
3
"
1'
-
4
1
/
2
"
2'
-
4
1
/
2
"
9'
-
3
"
2'
-
9
"
9'
-
3
"
2'
-
4
1
/
2
"
SLOPE GARAGE FLOOR
SLOPE GARAGE FLOOR
1
A5
1
A5
1
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1
A51
A5
1
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1
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1
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1
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5A
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1
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1
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1
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1
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1
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1
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1
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1
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1
A5
6
A5
6
A5
6
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6
A5
6
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6
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6
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6
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6
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6
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6
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6
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7
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7
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7
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7
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5A
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2
A5
2
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2
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2
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2
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2
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2
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2
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5A
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5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5 5A
A5
5A
A5
5A
A5
5A
A5
6
A5
6
A5
6
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6
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6
A5
6
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6
A5
6
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6
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6
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6
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6
A5
17HD
17HD
17HD
8
A4
8
A4
8
A4
8
A4
SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE
COMPACTION. IT IS STRONGLY RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A
GEOTECHNICAL CONSULTANT.
UNDERSLAB INSULATION: MAY USE XPS OR EPS RIGID FOAM WITH MIN., 25 PSI COMPRESSIVE
STRENGTH UNDER SLAB. IF USED, PROVIDE AND INSTALL PER INSULATION MANUFACTURER'S
RECOMMENDATIONS.
SLAB THICKNESS: USE 4" MIN.
REINFORCEMENT: USE ANY OF THE FOLLOWING:
MIN., #3 REBAR AT 24" OC, EACH WAY, CENTERED IN SLAB.
WELDED WIRE FABRIC, MIN., W2.9, 6"X6" (6 GA.), CENTERED IN SLAB. SPLICES OVERLAP 8" MIN.
FIBERMESH PER MANUFACTURER'S RECOMMENDATION.
HELIX MICRO REBAR, MIN., 5 LBS. PER CUBIC YARD.
CONTROL JOINTS: MAXIMUM RECOMMENDED SPACING = 8' OC, EACH WAY. THIS IS A NON-
STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER.
VAPOR BARRIER: SUGGEST A MIN., 6 MIL., PLASTIC VAPOR BARRIER UNDER INTERIOR SLABS. THIS
IS A NON-STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL
DESIGNER.
95S - SLAB95S - SLAB
ALT 1 – HOLDOWN – EMBEDDED STRAP TYPEALT 1 – HOLDOWN – EMBEDDED STRAP TYPE
MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT.
HOLDOWN: USE LSTHD8 FOR NO RIM JOIST CONDITION.
FOR RIM JOIST CONDITION USE LSTHD8RJ.
NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS.
STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X.
ALT 2 – HOLDOWN – BOLT TYPE ALT 2 – HOLDOWN – BOLT TYPE
HOLDOWN: USE HDU2.
LAGS: USE 6 SDS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE
ANCHOR BOLT: IF WET SET, USE 5/8” DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND
3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING,
BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING.
IF ROTOHAMMER, USE 5/8” TITEN HD OR ALL THREAD & EPOXY, WITH 6” MIN CONCRETE
EMBEDMENT, CENTERED IN STEM WALL.
17 HD - HOLDOWN - EMBEDDED STRAP TYPE17 HD - HOLDOWN - EMBEDDED STRAP TYPE
HOLDOWN: USE HDU11. GOOD FOR 9335 LB.
STUD CONNECTION: USE 30 SDS 1/4 X 2.5 TO FULL-HEIGHT 6X6 (MIN.) STUD MEMBER.
ANCHOR BOLT: USE 1” DIAMETER PAB8 OR 1" ALL-THREAD WITH NUT AND 3" WASHER ON
EMBEDDED END. MIN EMBEDMENT = 24".
IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3"
COVER AT BOTTOM OF FOOTING.
IF CRIPPLE WALL BELOW, USE ALL-THREAD AND CNW COUPLER NUT OR SIMILAR.
18 HD - HOLDOWN - BOLT TYPE18 HD - HOLDOWN - BOLT TYPE
WOOD SHEAR WALL: USE WSW12. WIDTH = 12". HEIGHT, SEE BELOW.
HEIGHT: TOP PLATE OF WALL BELOW TO BOTTOM OF HEADER BEAM ABOVE. OKAY TO
ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY.
WSW SITS ON WSW-MSK KIT DIRECTLY ON TOP PLATE OF WALL BELOW. AFFECTED FLOOR
JOISTS MAY HANG ON WSW.
ALIGNMENT: EDGE OF WSW CREATES EDGE OF ROUGH OPENING. REMAINDER OF WALL
SECTION MAY BE FILLED IN WITH STANDARD FRAMING.
POSITION WSW TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS
NECESSARY TO FLUSH UP WITH REMAINDER OF WALL.
TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE STRONG WALL.
CONNECT OUTSIDE OF WSW WITH PORTAL STRAPS WSW-PS.
CONNECT HEADER BEAM TO WSW WITH SDS SCREWS THAT COME WITH THE WSW.
AT MIDPOINT OF WSW CONNECT TOP OF WSW TO BOTTOM OF HEADER WITH WSW-TOW.
SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW.
BOTTOM CONNECTION: CONNECT TO 8B SW BELOW WITH WSW-MSK KIT.
8ASW - SIMPSON WOOD SHEARWALL8ASW - SIMPSON WOOD SHEARWALL
WOOD SHEAR WALL: USE WSW12. WIDTH = 12". HEIGHT, SEE BELOW.
HEIGHT: FOUNDATION TO LOWER WALL TOP PLATE. OKAY TO ORDER WSW LONG AND CUT
TO HEIGHT AS NECESSARY. NOTE WSW SITS DIRECTLY ON FOUNDATION; WALL AND FLOOR
TO FRAME AROUND WSW.
ALIGNMENT: ALIGN WITH 8A SW ABOVE.
POSITION TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY
TO FLUSH UP WITH REMAINDER OF WALL.
TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH WSW-TOW PLATE,
AND SDS ANGLED LAGS THAT COME WITH THE WSW.
ALSO USE WSW-TOW PLATE ON OUTSIDE.
THIS IS THE LOWER WSW IN A TWO-STORY, STACKED CONDITION. THE TOP OF THIS WSW IS
CONNECTED TO THE BOTTOM OF THE WSW ABOVE WITH WSW-MSK KIT.
SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW.
BOTTOM CONNECTION:
WET-SET: ANCHOR BOLTS, USE ALL-THREAD, 7/8" DIAMETER, EXTENDED TO FOOTING
BOTTOM REBAR AND USE DOUBLE NUT AND 3" X .25" WASHER ON EMBEDDED END. SUGGEST
USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, WSW.
8BSW - SIMPSON WOOD SHEARWALL8BSW - SIMPSON WOOD SHEARWALL
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
USE WSW18. WIDTH = 18"
9BSW / 9ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS9BSW / 9ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF
ROUGH OPENING, ATTACH WITH 3" SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH
HUC W/ SCREWS. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD
FRAMING.
USE WSW24. WIDTH = 24"
ANCHOR BOLT DIAMETER = 1"
10BSW / 10ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS10BSW / 10ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS
4" CONCRETE SLAB - 890 SQ.FT.
DOOR BUCK OUT
DOOR BUCK OUT
DOOR BUCK OUT
4" CONCRETE SLAB - 78 SQ.FT.
4" CONCRETE SLAB - 357 SQ.FT.
4" CONCRETE SLAB - 598 SQ.FT.
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
THICKENED SLAB
FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
24" X 24" X 8"
WITH (3) #4 EW
POST FOOTING
SIM.
FOUNDATION PLAN
OPTIONAL LANDSCAPE
RETAINING WALL -TBD
OPTIONAL LANDSCAPE
RETAINING WALL -TBD
SIDEWALK
FEATURE TBD.
CONCRETE STEPS
FRAMED STEPS
OPTIONAL LANDSCAPE
RETAINING WALL -TBD
GARAGE APRON - SIZE AND
CONFIGURATION TBD.
4" CONCRETE
SLAB - 23 SQ.FT.
4" CONCRETE
SLAB - 54 SQ.FT.
FRAMED LANDING
GARAGE APRON - SIZE AND
CONFIGURATION TBD.
LANDSCAPE RETAINING
WALL -TBD
PLANTERPLANTER
8"
18
"
2'-0"
1'-0"
(3) GRADE 40 #4
REBAR EACH WAY
(3) GRADE 40 #4 REBAR
VERT. HOOKS
12" SONO-TUBE
ABU66 POST BASE
6 X 6 P.T. POST
18
"
M
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.
B
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SCALE: 1" = 1'
PPOOSSTT FFOOOOTTIINNGG88
CHIEF ARCHITECT X12
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OWNER APPROVAL
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22--1166--2222
1/4" = 1"
J. SYKORA
OF:
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DRAWN BY:
SCALE
DATE
A4
FO
U
N
D
A
T
I
O
N
P
L
A
N
GA
R
A
G
E
42
1
0
N
A
V
I
G
A
T
O
R
L
A
N
E
,
A
N
A
C
O
R
T
E
S
2/16/22
22
16"
4"
6"10"
10"
A
RETAINED
HEIGHT
WALL
POSITION
FOOTING
WIDTH
FOOTING
HEIGHT
WALL
THICKNESS
ANCHOR BOLT
SPACING
BLOCK
SPACING
VERTICAL
REBAR
HORIZ.
REBAR
FOOTING
TRANSV.
FOOTING
CONT.
B C D E F G W X Y Z
0' - 4'
4' 1"- 6'
6' 1" - 8'
8' 1" - 10'
** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT.
* REBAR MINIMUM GRADE 60.
* CONCRETE MINIMUM fc 2500 psi
GENERAL NOTES:
* COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER.
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
E
TOE
C
D
B
HEEL
3"
V
(EXT. WALLS ONLY)
FLOOR JOISTS
3/4" SUBFLOOR
W
X
Y
MIN LAP SPLICE = 24"
CRAWLSPACE
1/2" SHEETROCK
R-21 INSULATION 7/16 OSB
SIDING MATERIAL
NAILS OR SCREWS
2" OC. STGGD
Z
4" PERF.
DRAIN ROCK
SIMPSON HANGER
EQ.EQ.
WA
L
L
H
E
I
G
H
T
A
RETAINED
HEIGHT
WALL
POSITION
FOOTING
WIDTH
FOOTING
HEIGHT
WALL
THICKNESS
ANCHOR BOLT
SPACING **
BLOCK
SPACING
VERTICAL
REBAR
HORIZ.
REBAR
FOOTING
TRANSV.
FOOTING
CONT.
B C D E F G W X Y Z
0' - 4'
4' 1"- 6'
6' 1" - 8'
8' 1" - 10'
GENERAL NOTES:
* COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER.
* COLUMNS F, G, ARE MAXIMUMS. MAY LESS.
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
* MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW.
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
E
TOE
C
D
B
HEEL
3"
6"
M
I
N
.
FLOOR JOISTS
W
NOT TO SCALE
BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM
CRAWLSPACE
A35 TYP. ONLY
REQ IF A > 4'
4" PERF.
DRAIN ROCK
4" TIGHTLINE
EQ.EQ.
WA
L
L
H
E
I
G
H
T
NOT TO SCALE
BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM
G
NAILS IN BLOCKING
SLAB OR FILL - SEE NOTE # 1
A
RETAINED
HEIGHT
WALL
POSITION
FOOTING
WIDTH
FOOTING
HEIGHT
WALL
THICKNESS
ANCHOR BOLT
SPACING **
BLOCK
SPACING
VERTICAL
REBAR
HORIZ.
REBAR
FOOTING
TRANSV.
FOOTING
CONT.
B C D E F G W X Y Z
0' - 4'
4' 1"- 6'
6' 1" - 8'
8' 1" - 10'
GENERAL NOTES:
* COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER.
* COLUMNS F, G, ARE MAXIMUMS. MAY LESS.
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
* MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW.
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
E
TOE
18" MIN.
2 X 6 WALL
12" MIN.
PONY WALL
2" CLR.
C
D
B
HEEL
3"
A
6" MIN.
W
X
CRAWLSPACE
A
UNBALANCED
HEIGHT
WALL
POSITION
4" PERF.
DRAIN ROCK
4" TIGHTLINE
WA
L
L
H
E
I
G
H
T
NOT TO SCALE
CANT. RETAINING WALL - TOP OF WALL IS CANT. RETAINING WALL - TOP OF WALL IS NOTNOT CONNECTED TO FLOOR DIAPHRAGM CONNECTED TO FLOOR DIAPHRAGM
24" MIN. FOR
10' WALL
FOOTING
WIDTH
FOOTING
HEIGHT
WALL
THICKNESS
ANCHOR BOLT
SPACING **
BLOCK
SPACING
VERTICAL
REBAR
HORIZ.
REBAR
FOOTING
TRANSV.
FOOTING
CONT.
B C D E F G W X Y Z
0' - 4'
4' 1"- 6'
6' 1" - 8'
8' 1" - 10'
** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT.
* REBAR MINIMUM GRADE 60.
* CONCRETE MINIMUM fc 2500 psi
GENERAL NOTES:
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
E
TOE
2 X 6 WALL
NO FLOOR
WITHIN 12"
2" CLR.
C
D
B
HEEL
3"
* COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER.
W
X
Y
MIN LAP SPLICE = 24"
* COLUMNS F, G, ARE MAXIMUMS. MAY LESS.
7/16 OSB
SIDING MATERIAL
Z
4" PERF.
DRAIN ROCK
4" TIGHTLINE
WA
L
L
H
E
I
G
H
T
(S
E
E
F
O
U
N
D
A
T
I
O
N
P
L
A
N
,
S
U
B
J
E
C
T
T
O
G
R
A
D
E
)
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
NOT TO SCALE
RETAINING WALL - WALL HAS FILL ON INSIDERETAINING WALL - WALL HAS FILL ON INSIDE
4" SLAB
* MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW.
** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT.
* REBAR MINIMUM GRADE 60.
* CONCRETE MINIMUM fc 2500 psi
8' 1" - 10'
R-10 FOAM
R-10 @:
- BASEMENT PERIMETER
ABOVE GRADE AREAS
- CONDITIONED AREA SLAB
ON GRADE
24" MIN.
(JOISTS PARRALLEL ONLY)
EXT. WALLS ONLY
OPTIONAL 4" SLAB
(GARAGE, PATIO)
OPTIONAL 4" SLAB
(GARAGE, PATIO)
6"
M
I
N
.
(EXT. WALLS ONLY)
CENTERED 18"6"6"72"NOT
REQUIRED #4 @ 24"#4 @ 24"N/A (2) # 4
48"#4 @ 24"#4 @ 24"#4 @ 24"(2) # 45"24"8"6"56"
28"#4 @ 16"#4 @ 16"(3) # 46"32"10"8"28"
18"#5 @ 14"#5 @ 14"(4) # 48"42"10"8"18"
** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT.
* REBAR MINIMUM GRADE 60.
* CONCRETE MINIMUM fc 2500 psi
IF JOISTS PARALLEL
- INSTALL "G" BLOCKING
IN (2) BAYS.
- SCREWS OR NAILS
3" O.C. THRU SUBFLOOR
CENTERED 18"6"6"72"NOT
REQUIRED #4 @ 24"#4 @ 24"N/A (2) # 4
48"#4 @ 24"#4 @ 24"#4 @ 24"(2) # 45"24"8"6"56"
28"#4 @ 18"#4 @ 16"#4 @ 16"(3) # 46"32"10"8"28"
18"#5 @ 18"#5 @ 14"#5 @ 14"(4) # 48"42"10"8"18"
* COLUMNS F, G, ARE MAXIMUMS. MAY LESS.
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
* MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW.
FILL OVER FOOTING IN CRAWLSPACE
WHEN NO SLAB IS NEEDED.
48"10"8"
SCREENED 2" PVC
WEEP HOLES 6' O.C.
CENTERED 18"6"6"SEE
SHEARWALL
#4 @ 24"#4 @ 24"N/A (2) # 4
SEE
SHEARWALL
#4 @ 24"#4 @ 18"#4 @ 18"(3) # 4524"8"6"
SEE
SHEARWALL
SEE
SHEARWALL
#5 @ 11"#5 @ 11"(4) # 4736"10"8"
NOT
REQUIRED
NOT
REQUIRED
#5 @ 9"#5 @ 9"(4) # 58"
NOT
REQUIRED
NOT
REQUIRED
0' - 4'
48"10"8"
CENTERED 18"6"6"SEE
SHEARWALL
#4 @ 24"#4 @ 24"N/A (2) # 4
#4 @ 24"#4 @ 18"#4 @ 18"(3) # 43"24"8"6"
#5 @ 11"#5 @ 11"(4) # 46"36"10"8"
#5 @ 9"#5 @ 9"(4) # 58"
SEE
SHEARWALL
NOT
REQUIRED
SEE
SHEARWALL
SEE
SHEARWALL
NOT
REQUIRED
NOT
REQUIRED
NOT
REQUIRED
FILL OVER FOOTING IN CRAWLSPACE
WHEN NO SLAB IS NEEDED.
NOTE #1
NOTE #1
RETAINED HT. (A)
RETAINED HT. (A)FILL REQUIRED
0' - 4'
5' - 6'
7' - 8'
9' - 10'
NONE
12"
18"
24"
FILL REQUIRED
0' - 4'
5' - 6'
7' - 8'
9' - 10'
NONE
12"
18"
24"
FILL OVER FOOTING IN CRAWLSPACE
WHEN NO SLAB IS NEEDED.
NOTE #1
RETAINED HT. (A)FILL REQUIRED
0' - 4'
5' - 6'
7' - 8'
9' - 10'
NONE
12"
18"
24"
SLAB OR FILL - SEE NOTE # 1
18" MIN.
BELOW GRADE
A
18" MIN.
BELOW GRADE
LENGTH
OF VERT.
REBAR @
BOT. L BEND
V
6"
6"
8"
8"
LENGTH
OF VERT.
REBAR @
BOT. L BEND
V
6"
6"
8"
8"
LENGTH
OF VERT.
REBAR @
BOT. L BEND
V
6"
6"
8"
8"
LENGTH
OF VERT.
REBAR @
BOT. L BEND
V
6"
6"
8"
8"
11
22
33
44
#4 @ 18"
#5 @ 18"
#4 @ 18"
#5 @ 18"
#4 @ 18"
#5 @ 18"
IF JOISTS PARALLEL
- INSTALL "G" BLOCKING
IN (2) BAYS.
- SCREWS OR NAILS
3" O.C. THRU SUBFLOOR
3/4" SUBFLOOR
1/2" SHEETROCK
R-21 INSULATION 7/16 OSB
SIDING MATERIAL
X
YZ
SLAB OR FILL - SEE NOTE # 1
R-10 @:
- CONDITIONED AREA SLAB
ON GRADE
VV
V
MIN LAP SPLICE = 24"
4" TIGHTLINE
EXT. WALLS ONLY
A
18" MIN.
BELOW GRADE
(S
E
E
F
O
U
N
D
A
T
I
O
N
P
L
A
N
,
S
U
B
J
E
C
T
T
O
G
R
A
D
E
)
(S
E
E
F
O
U
N
D
A
T
I
O
N
P
L
A
N
,
S
U
B
J
E
C
T
T
O
G
R
A
D
E
)
(S
E
E
F
O
U
N
D
A
T
I
O
N
P
L
A
N
,
S
U
B
J
E
C
T
T
O
G
R
A
D
E
)
MIN LAP SPLICE = 24"
7/16 OSB
SIDING MATERIAL
YZ
6 MILL VB
IF NO SLAB
R-10 FOAM
W/ 10 MIL VB
UNDER, MIN.
1 X 4 P.T. EXPANSION JNT.
R-10 @:
- CONDITIONED AREA SLAB
ON GRADE
6 MILL VB
IF NO SLAB
R-10 FOAM
W/ 10 MIL VB
UNDER, MIN.
1 X 4 P.T. EXPANSION JNT.
R-10 @:
- CONDITIONED AREA SLAB
ON GRADE
6 MILL VB
IF NO SLAB
R-10 FOAM
W/ 10 MIL VB
UNDER, MIN.
1 X 4 P.T. EXPANSION JNT.
R-10 FOAM
W/ 10 MIL VB
UNDER, MIN.
1 X 4 P.T. EXPANSION JNT.
1/2" SHEETROCK
R-21 INSULATION
(WHERE NEEDED)
2 X TREATED PLATE 2 X WALL
1/4" X 3 1/2" DRIVE
RAWL 48" O.C.
SCALE: 1" = 1'
TTHHIICCKKEENNEEDD FFOOOOTTIINNGG
(2)GRADE 40
#4 REBAR
66
GENERAL NOTES:
* COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER.
* ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF
* MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW.
A
UNBALANCED
HEIGHT
WALL
POSITION
FOOTING
WIDTH
FOOTING
HEIGHT
WALL
THICKNESS
ANCHOR BOLT
SPACING **
BLOCK
SPACING
VERTICAL
REBAR
HORIZ.
REBAR
FOOTING
TRANSV.
FOOTING
CONT.
B C D E F G W X Y Z
0' - 4'
** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT.
* REBAR MINIMUM GRADE 40.
* CONCRETE MINIMUM fc 2500 psi
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
E
TOE
2 X 6 WALL
NO FLOOR
WITHIN 12"
CENTER
C
D
B
HEEL
3"
V
A
W
X
Y
MIN LAP SPLICE = 24"
7/16 OSB
SIDING MATERIAL
F
Z
4" PERF.
DRAIN ROCK
4" TIGHTLINE
NOT TO SCALE
RETAINING WALL - 4' MAX RETAINED - CENTERED REBARRETAINING WALL - 4' MAX RETAINED - CENTERED REBAR
(@ BASEMENT
PERIMETER
ABOVE GRADE AREAS)
24" MIN.
SCREENED 2" PVC
WEEP HOLES 6' O.C.
0' - 4'CENTERED 18"6"6"SEE
SHEARWALL
#4 @ 24"#4 @ 24"N/A (2) # 4
NOT
REQUIRED
LENGTH
OF VERT.
REBAR @
BOT. L BEND
V
6"
55
CASE BCASE B
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
E
TOE
C
D
B
HEEL
3"
V
6"
M
I
N
.
FLOOR JOISTS
3/4" SUBFLOOR
W
X
MIN LAP SPLICE = 24"
CRAWLSPACE
1/2" SHEETROCK
R-21 INSULATION 7/16 OSB
SIDING MATERIAL
F
YZ
4" PERF.
DRAIN ROCK
4" TIGHTLINE
EQ.EQ.
WA
L
L
H
E
I
G
H
T
(D
E
P
E
N
D
S
O
N
G
R
A
D
E
)
NOT TO SCALE
EXT. WALLS ONLY
(EXT. WALLS ONLY)
A
18" MIN.
BELOW GRADE
CASE ACASE A
GARAGE DOOR
(2)GRADE 40
#4 REBAR
BUCK OUT FOR GARAGE DOOR
4" CONC. SLAB OVER 6
MIL VAPOR BARRIER ON
GRANULAR FILL
SCALE: 1" = 1'
TTYYPPIICCAALL FFOOUUNNDDAATTIIOONN WWAALLLL
@@ GGAARRAAGGEE DDOOOORR77
R-10 @:
- CONDITIONED AREA SLAB
ON GRADE
R-10 FOAM
W/ 10 MIL VB
UNDER, MIN.
R-10 @:
- BASEMENT PERIMETER
ABOVE GRADE AREAS
- CONDITIONED AREA SLAB
ON GRADE
R-10 FOAM
W/ 10 MIL VB
UNDER, MIN.
1 X 4 P.T. EXPANSION JNT.
4" SLAB
R-10 FOAM
SLAB OR FILL - SEE NOTE # 1
R-10 @:
- CONDITIONED AREA SLAB
ON GRADE
6 MILL VB
IF NO SLAB
R-10 FOAM
W/ 10 MIL VB
UNDER, MIN.
1 X 4 P.T. EXPANSION JNT.
R-10 FOAM
W/ 10 MIL VB
UNDER, MIN.
F
F
F
F
WA
L
L
H
E
I
G
H
T
(D
E
P
E
N
D
S
O
N
G
R
A
D
E
)
A35 TYP. ONLY
REQ IF A > 4'
IF JOISTS PARALLEL
- INSTALL "G" BLOCKING
IN (2) BAYS.
- SCREWS OR NAILS
3" O.C. THRU SUBFLOOR
FILL OVER FOOTING IN CRAWLSPACE
WHEN NO SLAB IS NEEDED.
NOTE #1
RETAINED HT. (A)FILL REQUIRED
0' - 4'NONE
CASE CCASE C
* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
E
TOE
C
D
B
HEEL
3"
V
FLOOR JOISTS
3/4" SUBFLOOR
W
X
MIN LAP SPLICE = 24"
CRAWLSPACE
1/2" SHEETROCK
R-21 INSULATION 7/16 OSB
SIDING MATERIAL
F
YZ
4" PERF.
DRAIN ROCK
4" TIGHTLINE
EQ.EQ.
WA
L
L
H
E
I
G
H
T
(D
E
P
E
N
D
S
O
N
G
R
A
D
E
)
NOT TO SCALE
EXT. WALLS ONLY
(EXT. WALLS ONLY)
A
18" MIN.
BELOW GRADE
SLAB OR FILL - SEE NOTE # 1
R-10 @:
- CONDITIONED AREA SLAB
ON GRADE
6 MILL VB
IF NO SLAB
R-10 FOAM
W/ 10 MIL VB
UNDER, MIN.
1 X 4 P.T. EXPANSION JNT.
IF JOISTS PARALLEL
- INSTALL "G" BLOCKING
IN (2) BAYS.
- SCREWS OR NAILS
3" O.C. THRU SUBFLOOR
10' 1" - 12'16"#5 @ 16"#5 @ 9"#5 @ 9"(5) # 48"48"10"8"16"8"
WATERPROOF LAYER
WATERPROOF LAYER
WATERPROOF LAYER
WATERPROOF LAYER WATERPROOF LAYER
WATERPROOF LAYER
WATERPROOF LAYER
A
CHIEF ARCHITECT X12
TH
E
I
N
F
O
R
M
A
T
I
O
N
,
P
L
A
N
S
,
D
E
S
I
G
N
S
,
N
O
T
E
S
A
N
D
A
R
R
A
N
G
E
M
E
N
T
S
S
H
O
W
N
O
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INITIAL
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OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J.SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
A5
FOUNDATION
DETAILS
4210 NAVIGATOR LANE, ANACORTES
2/17/22
22
PLAN AREAS
MAIN FLOOR
GARAGE
2,345 SQ.FT.
978 SQ.FT.
COVERED ENTRY
FINISHED BASEMENT 1,270 SQ.FT.
TOTAL LIVING AREA:3,615 SQ.FT.3,615 SQ.FT.
54 SQ.FT.
DECK 294 SQ.FT.
70 SQ.FT.BALCONY
90 SQ.FT.BREEZEWAY
W
4
9
-
3
0
5
0
W
4
8
-
3
0
5
0
W
4
7
-
3
0
5
0
W
4
6
-
3
0
5
0
W52-3060 W51-3060 W50-3060
D13-
6
0
8
0
D17-3068
D23-2868
D24-5068
D25-2868 D26-3068
D27-
2
6
6
8
D28-3068
D29-2868
D14-5068
D1
5
-
2
8
6
8
UP
3'-11 1/2"
10'
-
1
0
"
4'
-
0
"
2'
-
1
"
7'-6"
11'-3"
6
'
-
5
"
8'
-
1
"
2'
-
1
"
5'
-
0
"
7'
-
4
1
/
2
"
4'
-
1
"
6'-0"
7'-6"8'-3 1/2"
5'-0"3'-0"
8'
-
1
"
27'-0"20'-0"10'-0"
11'-0"9'-0"
4'
-
0
"
16
'
-
0
"
15
'
-
0
"
17'-0"13'-10"3'-6"19'-3"
10'-0"
8'
-
1
1
"
17
'
-
0
"
28
'
-
0
"
17
'
-
0
"
45
'
-
0
"
57'-0"
28
'
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0
1
/
2
"
8'
-
2
1
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"
3'
-
6
1
/
2
"
8'
-
1
1
1
/
2
"
6'
-
1
1
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2
"
9'
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0
"
54
'
-
1
0
1
/
2
"
26'-0"
12
'
-
8
"
6'-1 1/2"
0'-9"
4'-6"7'-9 1/2"
4'-
2
"
3'-
0
"
0'-
3
"
3'-
0
"
2'-
9
"
3'-
0
"
0'-
3
"
3'-
0
"
2'-7"
6'-0"
7'-5"
3'-9"3'-0"
0'-3"
3'-0"
0'-3"
3'-0"3'-9"
12'-3"9'-11"
8'
-
4
1
/
2
"
8'
-
1
"
4'
-
0
"
13'-8"
16'-6 1/2"10'-5 1/2"
21
'
-
0
1
/
2
"
11'-9"
5'-6"
16'-6 1/2"
2'-9"2'-11 1/2"4'-6"11'-6"
5'-10
"
6
'
-
8
1
/
2
"
9'-1
1
/
2
"
9'-
9
"
6'-11 1/2"
30'-10"22'-9"
53'-7"
90°
647 SQ FT
191 SQ FT
407 SQ FT
158 SQ FT
231 SQ FT
46 SQ FT
174 SQ FT
85 SQ FT
13 SQ FT
298 SQ FT
73 SQ FT
20 SQ FT
STORAGE / BONUS
BEDROOM #1 REC ROOM
BEDROOM #3
BEDROOM #2
HALL
BATH
CLOSET
BASEMENT FLOOR PLAN
STORAGE / BONUS
CLOSET
CLOSET
UTILITY AREA
LINEN
BATH
REFER.
MI
C
R
O
W
A
V
E
KI
T
C
H
E
N
E
T
T
E
17HD
17HD
70P70P 70P70P
70P70P 70P70P
70P70P 72P72P
72P72P
72P72P
72P72P
70P70P
70P70P
70P70P
76P76P
76P76P 72P72P 72P72P 76P76P
72P72P
70P70P
76P76P
76P76P
76P76P
72P72P
78M78M78M78M
75P75P
75P75P
75P75P
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
21H
RO
21H
RO
21H
RO
21H
RO
21H
RO
21H
RO
21H
96"
21H
96"
21H
96"
21H
96"
21H
96"
21H
96"
25H
96"
25H
96"
25H
96"
25H
96"
SMOKE DET.
11
SMOKE DET.
11
SMOKE DET.
11
22
22
22
22 44
55
55
55
50 CFM MIN
V.T.O.
1010
50 CFM MIN
V.T.O.
1010
SMOKE DET.
11
CO DET.
10' CEILING
10' CEILING
10' CEILING
10' CEILING
72P72P
17HD
18HD
18HD
SHEATHING: WITH JOISTS AT 24" OR 19.2" OC, USE MIN., 24 OC RATED, APA STURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1, OR
7/8" SPECIES GROUP 4. MAY BE OSB OR PLYWOOD. GOOD FOR 130 PSF, TL @ L/360 DEFL.
SHEATHING: WITH JOISTS AT 16" OC, USE MIN., 16 OC RATED, APA STURD-I-FLOOR, MIN., 19/32" THICK. MAY BE OSB OR
PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL.
SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1)
ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS SUPPORTS.
NAILING: GLUE, AND CONNECT WITH 8D RING SHANK NAILS OR #9 SCREWS, AT 6" EDGES, 12" FIELD.
BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS) AND CONNECTIONS TO SHEAR WALLS BELOW.
12FD - FLOOR DIAPHRAGM12FD - FLOOR DIAPHRAGM
LEDGER: USE MIN., 2X, PT LEDGER AT LEAST AS TALL AS JOISTS.
LEDGER CONNECION: CONNECT TO RIM WITH 2, SDS OR LEDGERLOK AT MAX., 12" OC AND WITHIN 3" OF ENDS AND SPLICES.
SDS OR LEDGERLOK TO BE OF LENGTH NECESSARY FOR FULL PENETRATION IN RIM.
JOIST CONNECTION: CONNECT JOIST TO LEDGER WITH U OR LU HANGER (NOT LUS), ALL HOLES FILLED WITH GALV TECO OR
SIMILAR NAILS, OR SCREWS - SIMPSON SD9 OR SIMILAR.
81L - LEDGER - DECK JOISTS TO RIM81L - LEDGER - DECK JOISTS TO RIM
MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING.
HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
78M - MULLION78M - MULLION
WOOD SHEAR WALL: USE WSW12. WIDTH = 12". HEIGHT, SEE BELOW.
HEIGHT: FOUNDATION TO LOWER WALL TOP PLATE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. NOTE
WSW SITS DIRECTLY ON FOUNDATION; WALL AND FLOOR TO FRAME AROUND WSW.
ALIGNMENT: ALIGN WITH 8A SW ABOVE.
POSITION TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER OF
WALL.
TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH WSW-TOW PLATE, AND SDS ANGLED LAGS THAT
COME WITH THE WSW.
ALSO USE WSW-TOW PLATE ON OUTSIDE.
THIS IS THE LOWER WSW IN A TWO-STORY, STACKED CONDITION. THE TOP OF THIS WSW IS CONNECTED TO THE BOTTOM OF
THE WSW ABOVE WITH WSW-MSK KIT.
SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW.
BOTTOM CONNECTION:BOTTOM CONNECTION:
WET-SET: ANCHOR BOLTS, USE ALL-THREAD, 7/8" DIAMETER, EXTENDED TO FOOTING BOTTOM REBAR AND USE DOUBLE NUT
AND 3" X .25" WASHER ON EMBEDDED END. SUGGEST USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, WSW.
8BSW - SIMPSON WOOD SHEAR WALL8BSW - SIMPSON WOOD SHEAR WALL
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
USE WSW18. WIDTH = 18"
9BSW - SIMPSON STRONG WALL SB9BSW - SIMPSON STRONG WALL SB
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF ROUGH OPENING, ATTACH WITH 3"
SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH HUC W/ SCREWS. REMAINDER OF WALL SECTION MAY BE FILLED IN
WITH STANDARD FRAMING.
USE WSW24. WIDTH = 24"
ANCHOR BOLT DIAMETER = 1"
109BSW - SIMPSON STRONG WALL SB109BSW - SIMPSON STRONG WALL SB
ALT 1 – EMBEDDED STRAP TYPE
MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT.
HOLDOWN: USE LSTHD8 FOR NO RIM JOIST CONDITION.
FOR RIM JOIST CONDITION USE LSTHD8RJ.
NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS.
STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X.
ALT 2 – BOLT TYPE
USE HDU2.
LAGS: USE 6 SDS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE
ANCHOR BOLT: IF WET SET, USE 5/8” DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END.
MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT
BOTTOM OF FOOTING.
IF ROTOHAMMER, USE 5/8” TITEN HD OR ALL THREAD & EPOXY, WITH 6” MIN CONCRETE EMBEDMENT, CENTERED IN STEM
WALL.
17 HD - HOLDOWN17 HD - HOLDOWN
HOLDOWN: USE HDU11. GOOD FOR 9335 LB.
STUD CONNECTION: USE 30 SDS 1/4 X 2.5 TO FULL-HEIGHT 6X6 (MIN.) STUD MEMBER.
ANCHOR BOLT: USE 1” DIAMETER PAB8 OR 1" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. MIN EMBEDMENT =
24".
IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING.
IF CRIPPLE WALL BELOW, USE ALL-THREAD AND CNW COUPLER NUT OR SIMILAR.
18 HD - HOLDOWN18 HD - HOLDOWN
14
F
F
S
T
R
A
P
14
F
F
S
T
R
A
P
BEARING WALL
BEARING WALL
BEARING WALL
BE
A
R
I
N
G
W
A
L
L
BEARING WALL
FULLY SHEET-ROCKED
WALLS AND CEILING AND
FIRE TAPED.
FULLY SHEET-ROCKED
WALLS AND CEILING AND
FIRE TAPED.
8BSW
9BSW
10BSW
POST SCHEDULE
CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR
(IF BLANK USE(IF BLANK USE
DEFAULT,DEFAULT,
ABOVE)ABOVE)
NOTESNOTES
70P 2- 2X4 4X4
71P 3- 2X4 2- 2X6 4X6
72P 3- 2X6 6X6 4- 2X4
73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS
ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS
DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR
WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO
CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW.
74P USE MIN., 5.5X12 GLULAM VERTICAL. 28H BEARS ON THIS, SEE THAT CALLOUT
FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z
WITH 2.5" SDS OR SIMILAR SCREWS.
75P 6X6 PT
76P 4X6 PT
XXPXXP
HEADER SCHEDULE
DEFAULT HEADER MATERIAL IS DOUG FIR NO. 2 OR BETTER
2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN "L" CONFIGURATION
DEFAULT TRIMMER, USE 1, 2X STUD OR SIMPSON LUC HANGER, EACH END.
DEFAULT KING STUD, OPENING 6-FEET WIDE AND LESS USE 1, FULL HEIGHT STUD EACH END (PLATE TO PLATE.)
DEFAULT KING STUD, OPENING WIDER THAN 6-FEET, USE 2, FULL HEIGHT STUDS EACH END (PLATE TO PLATE.)
CALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END
(IF BLANK USE
DEFAULT ABOVE.)
KING STUD, EACH
END (IF BLANK USE
DEFAULT ABOVE.)
19H 2, 2X10 4X10 6X8
20H 2X6, "L" CONFIG 4X6
21H 2X10, "L" CONFIG 2- 2X8 4X8
22H 5.5X10.5 GLULAM CONTINUOUS FROM 74P TO 73P, CONNECTED WITH HUCQ AT EACH POST. UPPER MULLIONS
TO BE 2, 2X6 CONNECTED TOP AND BOTTOM WITH A35 AND SCREWS.
23H 6X12 5.5X7.5 GLULAM 2
24H 6X8 4X10 2
25H USE MIN., 5.5X7.5 GLULAM SPANNING OVER TWO WINDOWS, ~6.5' LONG, WITH 1 TRIMMER AND 2 KING STUDS
EACH END. CONNECT MULLIONS WITH 2, A35 AND SCREWS.
26H USE MIN., 5.5X10.5 GLULAM, APPROX. 17' LONG. AT EACH END BEAR ON TOP OF WSW AND CONNECT PER THAT
CALLOUT.
27H 5.5X7.5 GLULAM HUC W/ 2" SCREWS
ONLY
28H USE MIN., 5.5X13.5 GLULAM, APPROX. 19' LONG, CONTINUOUS OVER 74P. AT WEST END USE SINGLE 2X6
TRIMMER + 2, 2X6 OR LVL KING STUDS. AT 74P, CONNECT WITH 2, ML24Z WITH 2" SDS OR SIMILAR SCREWS. SEE
33B FOR THAT CONNECTION TO THIS HEADER. AT EAST END, BEAR 5" MIN ON 73P AND CONNECT WITH ML24Z + 2,
PSQ418, WITH 2" SDS OR SIMILAR SCREWS.
20H
80"
20H
80"
HEADER CALLOUT
HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH
OPENING OF DOOR OR ADJACENT DOOR.
TYPICAL HEADER FRAMING
HEADER LESS THAN 5'
(1) KING STUD FROM
TOP PLATE TO
BOTTOM PLATE
(1) TRIMMER
HEADER LESS THAN 5'
(2) KING STUDS
FROM TOP PLATE TO
BOTTOM PLATE
(1) TRIMMER
WINDOW W/ 6" POST
(2) KING STUDS
FROM TOP PLATE TO
BOTTOM PLATE
CONCEAL FLANGE
HANGER EA. SIDE
WINDOW W/ 3" POST
HEADER MORE THAN 5'
(2) KING STUDS
FROM TOP PLATE TO
BOTTOM PLATE
(1) TRIMMER
HEADER MORE THAN 5'
CHIEF ARCHITECT X12
TH
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OWNER APPROVAL
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22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
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DRAWN BY:
SCALE
DATE
A6
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GENERAL NOTES
1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS.
2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS
BLOCKOUTS.
3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC
DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO
THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND
INSTALLATION.
4. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF.
5. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK
8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF
SHEATHING TO BE 7/16" OSB OR EQUAL.
6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND
BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS.
7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE
THERE IS A LOAD BEARING WALL ABOVE.
8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL
AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS.
20 MIN. FIRE RATED DOOR.
FLOOR PLAN NOTES
SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED
IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA
GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION,
REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE
DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE.
1
2 SHELF AND HANGING ROD.
BUILT IN SHELVES.3
CABINET - OWNER / CONTRACTOR TO VERIFY.4
EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.7
SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND 24"
HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR.
5
WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH
AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS.6
F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD.
EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL
BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM,
BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF
FURNACE.
7
ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE
INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES
RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING,
END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE
STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN
EARTHQUAKE.
8
PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLDSHUTOFF
CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL
COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF
THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR
EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF
SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER.
9
TEMPERED GLASS
16
MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE
PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50
C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW
OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN,
AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK
PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE
CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX
CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH
DOMESTIC DRYER EXHAUST.
10
22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM.
FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"
PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-
STRIPPED OR SEALED TIGHT.
11
GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING.
INTERMEDIATE RAIL SPACING SHALL NOT
ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2.
12
PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR
TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO
MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE
SURROUND & HEARTH MATERIAL.
13
14 GARAGE FLOOR SUFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR MIN
1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN.
15
1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
2. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O.
3. VERIFY HEADER HEIGHTS WITH SUPER.
4.ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE.
5.ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE.
6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER
DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR
LOCATIONS.
FRAMING NOTES
42
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2/16/22
POST SCHEDULE
DEFAULT MATERIAL IS DOUG FIR NO 2 OR BETTER.
DEFAULT BOTTOM CONNECTION ON PLATE: 2, FC OR 2, A34 WITH SCREWS, OR 4, 16D FACE NAILS.
DEFAULT BOTTOM CONNECTION ON BEAM: 2, FC OR 2, A34 WITH SCREWS, OR PCZ.
DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ
CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR
(IF BLANK USE(IF BLANK USE
DEFAULT,DEFAULT,
ABOVE)ABOVE)
NOTESNOTES
70P 2- 2X4 4X4
71P 3- 2X4 2- 2X6 4X6
72P 3- 2X6 6X6 4- 2X4
73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS
ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS
DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR
WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO
CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW.
74P USE MIN., 5.5X12 GLULAM VERTICAL. 28H BEARS ON THIS, SEE THAT CALLOUT
FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z
WITH 2.5" SDS OR SIMILAR SCREWS.
75P 6X6 PT
76P 4X6 PT
XXPXXP
UP
8'-7"8'-6"8'-7"
4'-0"
8'-0"
2'-1"
11'-0"
11'-0"
2'-0"
28'-0"
21'-0"
10'-0"17'-3 1/2"
1 6 '-0 "
36'-4"
9'
-0"
3'-9 1/2"
26'-0"
24'-0"
2'-0"
9'-0"11'-0"
4'
-0"
16'-0"
16'-6 1/2"10'-5 1/2"
67'-0"
47'-0"15'-0"
63'-7"
7
'
-
1
"
6'-11 1/2"
7'-8 1/2"
5'-4"
3'-1 1/2"
11'-10"
12'-0"
26'-1"
8'-7"
12'-0"
4'-4 1/2"
8'-6"
11'-10 1/2"
9'-2"
11'-10 1/2"
7'-9 1/2"
13'-6"
7'-10"
11'-10"
8'-4 1/2"
8'-0"
5'-9 1/2"
15'-8 1/2"
1'-3 1/2"1'-10 1/2"
13'-8"
7'-10 1/2"
12'-9 1/2"
14'-6"
11'-8 1/2"
14'-11 1/2"
15'-4 1/2"13'-4"
25'-8"
10'-0"5'-0"
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
RECESSED SHOWER PAN
FLOOR BEAMFLOOR BEAM
FLOOR BEAMFLOOR BEAM
FLOOR BEAMFLOOR BEAM
FLOOR BEAMFLOOR BEAM
FLOOR BEAMFLOOR BEAM
FLOOR BEAMFLOOR BEAM
FLOOR BEAMFLOOR BEAM
FLOOR BEAMFLOOR BEAM
FLOOR BEAMFLOOR BEAM
FL
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A8
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A8
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A7
4
A7
2
A8
2
A8
2
A8
2
A8
2
A8
2
A8
2
A8
2
A8
2
A8
2
A8
5
A8
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A8
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7
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A8
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A8
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A8
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A8
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A8
8
A8
8
A8
8
A8
8
A8
8
A8
8
A8
8
A8
8
A8
8
A8
1
A5
1
A5
1
A5
1
A51
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
1
A5
6
A5
6
A5
6
A5
6
A5
6
A5
6
A5
6
A5
6
A5
6
A5
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A5
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A5
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A5
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A5
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A5
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A5
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A5
5A
A5
5A
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5A
A5
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A5
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A5
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A5
2
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
A5
5A
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5A
A5
5A
A5
5A
A5
5A
A5 5A
A5
5A
A5
5A
A5
5A
A5
FLOOR FRAMING PLAN
6
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A5
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A5
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A5
5522BB5522BB
5500BB5500BB
5511BB5511BB
4488BB4488BB
4488BB4488BB
4488BB4488BB
4499BB4499BB
4477BB4477BB
4488BB4488BB
4477BB4477BB4477BB4477BB 4477BB4477BB
4455BB4455BB
4455BB4455BB
4466BB4466BB
70P70P 70P70P
70P70P 70P70P
70P70P 72P72P
72P72P
72P72P
72P72P
70P70P
70P70P
70P70P
76P76P
76P76P 72P72P 72P72P 76P76P
72P72P
70P70P
76P76P
76P76P
76P76P
72P72P
78M78M78M78M
75P75P
75P75P
75P75P
81
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81 LEDGER
81 L
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4444BB4444BB 4444BB4444BB
FL
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4488BB4488BB
5
A8
5
A8
72P72P
8
A4
8
A4
8
A4
8
A4
8
A4
8
A4
8
A4
8
A4
8
A4
8
A4
8
A4
8
A4
SHEATHING: WITH JOISTS AT 24" OR 19.2" OC, USE MIN., 24 OC RATED, APA STURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1, OR
7/8" SPECIES GROUP 4. MAY BE OSB OR PLYWOOD. GOOD FOR 130 PSF, TL @ L/360 DEFL.
SHEATHING: WITH JOISTS AT 16" OC, USE MIN., 16 OC RATED, APA STURD-I-FLOOR, MIN., 19/32" THICK. MAY BE OSB OR
PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL.
SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1)
ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS SUPPORTS.
NAILING: GLUE, AND CONNECT WITH 8D RING SHANK NAILS OR #9 SCREWS, AT 6" EDGES, 12" FIELD.
BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS) AND CONNECTIONS TO SHEAR WALLS BELOW.
12FD - FLOOR DIAPHRAGM12FD - FLOOR DIAPHRAGM
LEDGER: USE MIN., 2X, PT LEDGER AT LEAST AS TALL AS JOISTS.
LEDGER CONNECION: CONNECT TO RIM WITH 2, SDS OR LEDGERLOK AT MAX., 12" OC AND WITHIN 3" OF ENDS AND SPLICES.
SDS OR LEDGERLOK TO BE OF LENGTH NECESSARY FOR FULL PENETRATION IN RIM.
JOIST CONNECTION: CONNECT JOIST TO LEDGER WITH U OR LU HANGER (NOT LUS), ALL HOLES FILLED WITH GALV TECO OR
SIMILAR NAILS, OR SCREWS - SIMPSON SD9 OR SIMILAR.
81L - LEDGER - DECK JOISTS TO RIM81L - LEDGER - DECK JOISTS TO RIM
MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING.
HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
78M - MULLION78M - MULLION
WOOD SHEAR WALL: USE WSW12. WIDTH = 12". HEIGHT, SEE BELOW.
HEIGHT: FOUNDATION TO LOWER WALL TOP PLATE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. NOTE
WSW SITS DIRECTLY ON FOUNDATION; WALL AND FLOOR TO FRAME AROUND WSW.
ALIGNMENT: ALIGN WITH 8A SW ABOVE.
POSITION TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER OF
WALL.
TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH WSW-TOW PLATE, AND SDS ANGLED LAGS THAT
COME WITH THE WSW.
ALSO USE WSW-TOW PLATE ON OUTSIDE.
THIS IS THE LOWER WSW IN A TWO-STORY, STACKED CONDITION. THE TOP OF THIS WSW IS CONNECTED TO THE BOTTOM OF
THE WSW ABOVE WITH WSW-MSK KIT.
SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW.
BOTTOM CONNECTION:BOTTOM CONNECTION:
WET-SET: ANCHOR BOLTS, USE ALL-THREAD, 7/8" DIAMETER, EXTENDED TO FOOTING BOTTOM REBAR AND USE DOUBLE NUT
AND 3" X .25" WASHER ON EMBEDDED END. SUGGEST USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, WSW.
8BSW - SIMPSON WOOD SHEAR WALL8BSW - SIMPSON WOOD SHEAR WALL
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
USE WSW18. WIDTH = 18"
9BSW - SIMPSON STRONG WALL SB9BSW - SIMPSON STRONG WALL SB
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF ROUGH OPENING, ATTACH WITH 3"
SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH HUC W/ SCREWS. REMAINDER OF WALL SECTION MAY BE FILLED IN
WITH STANDARD FRAMING.
USE WSW24. WIDTH = 24"
ANCHOR BOLT DIAMETER = 1"
109BSW - SIMPSON STRONG WALL SB109BSW - SIMPSON STRONG WALL SB
ALT 1 – EMBEDDED STRAP TYPE
MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT.
HOLDOWN: USE LSTHD8 FOR NO RIM JOIST CONDITION.
FOR RIM JOIST CONDITION USE LSTHD8RJ.
NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS.
STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X.
ALT 2 – BOLT TYPE
USE HDU2.
LAGS: USE 6 SDS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE
ANCHOR BOLT: IF WET SET, USE 5/8” DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END.
MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT
BOTTOM OF FOOTING.
IF ROTOHAMMER, USE 5/8” TITEN HD OR ALL THREAD & EPOXY, WITH 6” MIN CONCRETE EMBEDMENT, CENTERED IN STEM
WALL.
17 HD - HOLDOWN17 HD - HOLDOWN
HOLDOWN: USE HDU11. GOOD FOR 9335 LB.
STUD CONNECTION: USE 30 SDS 1/4 X 2.5 TO FULL-HEIGHT 6X6 (MIN.) STUD MEMBER.
ANCHOR BOLT: USE 1” DIAMETER PAB8 OR 1" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. MIN EMBEDMENT =
24".
IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING.
IF CRIPPLE WALL BELOW, USE ALL-THREAD AND CNW COUPLER NUT OR SIMILAR.
18 HD - HOLDOWN18 HD - HOLDOWN
14
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MIN., CAPACITY: GOOD FOR 1705 LB TENSION.
STRAP: USE CS16 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE AND
BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D.
IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY.
END DISTANCE: 13” MIN. TO EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26” + DEPTH OF FLOOR SYSTEM.
14FF - FLOOR TO FLOOR HOLDOWN14FF - FLOOR TO FLOOR HOLDOWN
MIN., CAPACITY: GOOD FOR 4400 LB TENSION.
STRAP: USE CMSTC 16 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO POSTS PER PLAN. FILL ALL
NAIL HOLES WITH 10D.
END DISTANCE: 24” MIN. TO EACH UPPER AND LOWER POSTS. APPROX TOTAL LENGTH = 48” + 3" PLATE HEIGHT = 51".
15 FF - FLOOR TO FLOOR HOLDOWN15 FF - FLOOR TO FLOOR HOLDOWN
15
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14
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2X10 JOISTS 16" O.C.
11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C.
11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C.
11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C.
11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C.
4
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4 X 12 P.T. JOISTS 24" O.C.
SCALE: 1/4" = 1'
PA
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PAVER DECK
1 1/2" GYPCRETE
1 1/2" GYPCRETE
1 1/2" GYPCRETE
1 1/2" GYPCRETE
1 1/2" GYPCRETE
SIM.
8BSW
9BSW
10BSW
BEAMS
DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER.
DEFAULT GLULAM, LVL, PSL MATERIALS - SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL IS 1.5E, 2,300
PSI, MIN FB.
DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW.
DEFAULT END POST CONNECTION: LCE, ACE, EPCZ, ECCQ, OR SIMILAR.
DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LCE4, LCE4Z, OR RTC44.
DEFAULT MID-POST CONNECTION: LPCZ, PCZ, CCQ, OR SIMILAR.
DEFAULT BEAM TO BEAM CONNECTION: HANGER: HU, HUC, HUCQ OR SIMILAR. BEAR ON TOP, 2, HGA10.
CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTOR (IFCONNECTOR (IF
BLANK USEBLANK USE
DEFAULT, ABOVE)DEFAULT, ABOVE)
NOTESNOTES
30B 5.5X10.5GLULAM 3.5X12 GLULAM LEG, SKEWED, FLANGE OFFSET, OR SIM
CUSTOM FABRICATED HANGER.
31B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS
BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM
WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12"
MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 72P (BOTH LOCATIONS), CONNECT WITH CCQ,
ECCQ, OR SIM.
32B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS
BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM
WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12"
MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 73P, CONNECT WITH 2, LTT20B (TRIM TOP OF
STRAP AS NECESSARY) WITH 5/8"X6" LAG. AT END OF BACKSPAN, CONNECT TO 72P WITH W/ 2, CS16 X
24" VERTICAL FOR UPLIFT.
33B USE MIN., 5.5X13.5 GLULAM. AT 28H, CUT BEARING NOTCH IN 28H APPROX 1" WIDE X 10" LONG. BEAR ON
THAT NOTCH AND ALSO CONNECT WITH 2, 5/8" BOLTS WITH 2" WASHERS LOCATED 3" FROM TOP AND
BOTTOM OF 33B AND 1" FROM INTERSECTION OF 33B AND 28H. SEE DETAIL BY ARCH.
34B 5.5X15 GLULAM 6.75X13.5 GLULAM HUCQ OR CJT5Z
35B, 36B 6X12 5.5X12 GLULAM HUC, SLOPED, OR CJT5Z
37B 5.5X22.5 GLULAM 6.75X21 GLULAM
38B 5.5X25.5 GLULAM 6.75X24 GLULAM
39B 4X10 5.5X6 GLULAM
40B 6X8
41B 6X12 5.5X9 GLULAM
42B, 43B 6X10 5.5X7.5 GLULAM 3.5X9 GLULAM
44B 1.75X11.8 LVL IN ADD'N TO FLOOR JOISTS FOR F.P.
SUPPORT
45B 1.75X11.8 LVL
46B 2, 1.75X11.8 LVL
47B 6X12 5.5X7.5 GLULAM
48B 5.5X10.5GLULAM
49B 5.5X13.5 PT GLULAM
50B, 51B USE MIN., 5.5X12 OR 3.5X13.5, 24F-V8, PT GLULAM. MIN. BACKSPAN = 10'. IF THIS BEAM ACTS AS WALL
TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM
BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO
BOTTOM OF BEAM.
52B 3.5X12 PT GLULAM HUC OR HUCQ
CHIEF ARCHITECT X12
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INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J.SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
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Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
1/4" = 1'
A7
FLOOR FRAMING
PLAN
GENERAL NOTES
1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS.
2.COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS
BLOCKOUTS.
3.FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC
DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO
THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND
INSTALLATION.
4.ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF.
5.FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK
8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF
SHEATHING TO BE 7/16" OSB OR EQUAL.
6.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND
BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS.
7.PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE
THERE IS A LOAD BEARING WALL ABOVE.
8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
9.INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL
AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS.
1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
2.ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O.
3.VERIFY HEADER HEIGHTS WITH SUPER.
4.ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE.
5.ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE.
6.PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER
DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR
LOCATIONS.
FRAMING NOTES
4210 NAVIGATOR LANE, ANACORTES
22
2/17/22
ADDED 2 X BLOCKING
FOR DEPTH
SIDING
TYVEK HOUSE WRAP
7/16 OSB SHEATHING
SEE NOTE 81L ON PAGE
A7 FOR LEDGER
CONNECTION DETAIL.
FLASHING
24 X 24 CONCRETE PAVERS
2
A8
2
A8
3
A8
3
A8
4
A8
4
A8
5
A8
5
A8
6
A8
6
A8
7
A8
7
A8
8
A8
8
A8
9
A8
9
A8
(WALL OR BEAM)Nailing per local
code provisions
Blocking
BCI Joist
Intermediate
Bearing
Floor Joist Blocking per IRC 502.7
(Seismic Design Categories D1 & D2)
Nail Boise Rimboard
nail into each flange.
to BCI joist with 8d
Boise
R
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m
b
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a
r
d
Boise
R
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b
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d
®
BCI JOIST BLOCKING
REQUIRED FOR CANTILEVER.
23/32" MIN. PLYWOOD/OSB
OR RIMBOARD CLOSURE.
NAIL WITH 8d NAILS
INTO EACH FLANGE.
®
REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS.
COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF
FOUNDATION/SLAB/JOISTS BLOCKOUTS.
FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR
SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND
SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR
APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION.
ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE
DESIGNED BY MANUF.
FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE
AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE
GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16"
OSB OR EQUAL.
PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST
LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO
FLOOR HOLDOWN LOCATIONS.
PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING
LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE.
ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE
CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM
CONNECTIONS.
EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE
PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE
LABELED ACCORDINGLY. IRC R317.1 & R317.2
FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND
FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED
GALVANIZED OR STAINLESS STEEL OR EQUIVALENT.
WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED
WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11
GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT
WHERE THE ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW.
RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE.
IRC R312.1.
PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS
AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF
FRAMING INSPECTION.
1
A8
1
A8
1 1/2" GYPRETE
AC POST CAP
ABU POST BASE
TOP FLANGE HANGER
JOIST HANGER - LU OR U
I-JOIST HANGER
CONTINUOUS BLOCKING
RIM BOARD
CANTILEVERED JOISTS
DECK LEDGER
FLOOR FRAMING DETAILS
CHIEF ARCHITECT X12
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.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
A8
FLOOR FRAMING
DETAILS
4210 NAVIGATOR LANE, ANACORTES
PLAN AREAS
MAIN FLOOR
GARAGE
2,345 SQ.FT.
978 SQ.FT.
COVERED ENTRY
FINISHED BASEMENT 1,270 SQ.FT.
TOTAL LIVING AREA:3,615 SQ.FT.3,615 SQ.FT.
54 SQ.FT.
DECK 294 SQ.FT.
70 SQ.FT.BALCONY
90 SQ.FT.BREEZEWAY
POST SCHEDULE
DEFAULT MATERIAL IS DOUG FIR NO 2 OR BETTER.
DEFAULT BOTTOM CONNECTION ON PLATE: 2, FC OR 2, A34 WITH SCREWS, OR 4, 16D FACE NAILS.
DEFAULT BOTTOM CONNECTION ON BEAM: 2, FC OR 2, A34 WITH SCREWS, OR PCZ.
DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ
CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR
(IF BLANK USE(IF BLANK USE
DEFAULT,DEFAULT,
ABOVE)ABOVE)
NOTESNOTES
70P 2- 2X4 4X4
71P 3- 2X4 2- 2X6 4X6
72P 3- 2X6 6X6 4- 2X4
73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS
ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS
DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR
WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO
CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW.
74P USE MIN., 5.5X12 GLULAM VERTICAL. 28H BEARS ON THIS, SEE THAT CALLOUT
FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z
WITH 2.5" SDS OR SIMILAR SCREWS.
75P 6X6 PT
76P 4X6 PT
XXPXXP
HEADER SCHEDULE
DEFAULT HEADER MATERIAL IS DOUG FIR NO. 2 OR BETTER
2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN "L" CONFIGURATION
DEFAULT TRIMMER, USE 1, 2X STUD OR SIMPSON LUC HANGER, EACH END.
DEFAULT KING STUD, OPENING 6-FEET WIDE AND LESS USE 1, FULL HEIGHT STUD EACH END (PLATE TO PLATE.)
DEFAULT KING STUD, OPENING WIDER THAN 6-FEET, USE 2, FULL HEIGHT STUDS EACH END (PLATE TO PLATE.)
CALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END
(IF BLANK USE
DEFAULT ABOVE.)
KING STUD, EACH
END (IF BLANK USE
DEFAULT ABOVE.)
19H 2, 2X10 4X10 6X8
20H 2X6, "L" CONFIG 4X6
21H 2X10, "L" CONFIG 2- 2X8 4X8
22H 5.5X10.5 GLULAM CONTINUOUS FROM 74P TO 73P, CONNECTED WITH HUCQ AT EACH POST. UPPER MULLIONS
TO BE 2, 2X6 CONNECTED TOP AND BOTTOM WITH A35 AND SCREWS.
23H 6X12 5.5X7.5 GLULAM 2
24H 6X8 4X10 2
25H USE MIN., 5.5X7.5 GLULAM SPANNING OVER TWO WINDOWS, ~6.5' LONG, WITH 1 TRIMMER AND 2 KING STUDS
EACH END. CONNECT MULLIONS WITH 2, A35 AND SCREWS.
26H USE MIN., 5.5X10.5 GLULAM, APPROX. 17' LONG. AT EACH END BEAR ON TOP OF WSW AND CONNECT PER THAT
CALLOUT.
27H 5.5X7.5 GLULAM HUC W/ 2" SCREWS
ONLY
28H USE MIN., 5.5X13.5 GLULAM, APPROX. 19' LONG, CONTINUOUS OVER 74P. AT WEST END USE SINGLE 2X6
TRIMMER + 2, 2X6 OR LVL KING STUDS. AT 74P, CONNECT WITH 2, ML24Z WITH 2" SDS OR SIMILAR SCREWS. SEE
33B FOR THAT CONNECTION TO THIS HEADER. AT EAST END, BEAR 5" MIN ON 73P AND CONNECT WITH ML24Z + 2,
PSQ418, WITH 2" SDS OR SIMILAR SCREWS.
20H
80"
20H
80"
HEADER CALLOUT
HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH
OPENING OF DOOR OR ADJACENT DOOR.
DN
W
0
6
-
4
0
6
0
W
3
3
-
4
0
3
6
W
0
5
-
3
0
6
0
D0
1
1
4
0
1
0
0
-
C
U
S
T
O
M
D
O
O
R
U
N
I
T
W
2
9
1
4
0
3
6
-
C
U
S
T
O
M
M
U
L
L
E
D
W
I
N
D
O
W
U
N
I
T
W0
4
-
2
6
1
0
0
W2
7
-
2
6
3
6
W01-2670D07-3080
W11-36100 D10-60100 W10-36100
W1
4
-
2
6
2
6
W1
3
-
2
6
2
6
W1
2
-
2
6
2
6
D0
3
-
2
8
8
0
W0
3
-
3
6
1
0
0
W2
6
-
3
6
3
6
W2
3
-
4
0
2
0
W2
2
-
4
0
2
0
W2
1
-
3
0
6
0
W08
1
2
6
1
0
0
-
C
U
S
T
O
M
M
U
L
L
E
D
U
N
I
T
W35
1
2
6
3
6
-
C
U
S
T
U
M
M
U
L
L
E
D
U
N
I
T
D06-3080
D0
5
-
3
0
6
8
D09-3080
W25-4070W24-4070
W0
2
-
2
8
2
8
3080
D1
6
-
3
0
8
0
W20-3060W19-4020W18-4020
D02-2868
W15-5050
D11-6080
D18-3068
FI
R
E
P
L
A
C
E
D21-3080
D0
8
-
3
0
8
0
W1
6
-
2
6
5
0
D2
2
-
3
0
8
0
W17-4020
1'-10"13'-4"1'-10"
17'-0"35'-0"6'-8"
4'
-
6
"
9'
-
0
"
5'
-
0
"
15
'
-
5
1
/
2
"
17
'
-
2
1
/
4
"
3'
-
6
"
6'-10 1/2"
4'
-
0
"
17
'
-
0
"
28
'
-
0
"
9'-0"62'-0"
9'
-
5
"
16
'
-
0
"
12
'
-
8
1
/
2
"
15'-0"20'-0"27'-0"
31'-0 7/8"10'-0"
4'
-
6
"
7'
-
2
1
/
2
"
5'
-
1
"
4'-10"
45
'
-
0
"
68'-8"
13'-8"
11'-11 1/2"
11'-3 1/2"
16'-7 1/2"
14'-7"12'-5"
13
'
-
8
"
2'
-
1
"
4'-6"
9'
-
5
1
/
2
"
11'-0"9'-0"
4'
-
0
"
6'
-
0
"
12
'
-
0
"
15
'
-
1
0
"
15
'
-
1
"
5'
-
1
"
2'-7"
12'-6
"
2'-7"
11'-0"
10'-0"
36
'
-
4
"
1'-
0
"
5'
-
0
"
6'-0"
7'-4"
7'-0"
8'
-
1
1
/
2
"
3'-8 3/4"
5'
-
8
"
15
'
-
0
"
1'-5"
4'
-
0
"
8'
-
7
1
/
2
"
3'
-
0
"
2'
-
6
"
0'
-
3
"
2'
-
6
"
0'
-
3
"
2'
-
6
"
6'
-
0
"
10
'
-
0
"
4'
-
6
"
2'
-
6
"
21
'
-
0
"
1'-2 1/2"5'-0"3'-9 1/2"
13'-8"
3'-8"
6'-6"
7'
-
8
"
9'
-
7
1
/
2
"
14'-0"
2
'
-
0
"
4
'
-
0
"
3'-2 3/4"4'-0"3'-2 3/4"
4'-4 1/2"4'-0"
0'-3"
4'-0"
0'-3"
3'-0"
0'-8"
14'
-
0
"
3'-
0
"
1'-2"3'-0"
0'-3"
2'-6"2'-1"
2'
-
4
"
1'-4 1/2"
4'-0"
0'-3"
4'-0"1'-4 1/2"
0'
-
8
"
3'
-
0
"
0'
-
3
"
4'
-
0
"
0'
-
3
"
4'
-
0
"
3'
-
1
0
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
7'-2"
35°
140 SQ FT
65 SQ FT
403 SQ FT
70 SQ FT
294 SQ FT
218 SQ FT
193 SQ FT
101 SQ FT
38 SQ FT
191 SQ FT
184 SQ FT
255 SQ FT
37 SQ FT
18 SQ FT
74 SQ FT
LIVING
DINING
REFER.
LAUNDRY /
MUDROOM
HALL
STAIRS
MASTER BDRM
DOUBLE
OVEN
TOILET
MASTER
BATH
BENCH
POWDER
COVERED ENTRY
CLOSET
OFFICE
PANTRY
DOG
SHOWER
CLOSET
BATH
DISHWASHER
STEPS
BALCONY
GLASS
DECK
BREEZEWAY
STEPS
CEILING VAULTCEILING VAULT
2
A18
2
A18
2
A18
2
A18
4
A19
4
A19
4
A19
4
A19
5
A19
5
A19
5
A19
5
A19
6
A19
6
A19
6
A19
6
A19
7
A20
7
A20
7
A20
7
A20
TUB
AV RACK
50 CFM MIN
V.T.O.
101066
VAL
A
N
C
E
F
O
R
M
O
T
O
R
I
Z
E
D
SHA
D
E
S
VALANCE FOR MOTORIZED
SHADES
VA
L
A
N
C
E
F
O
R
M
O
T
O
R
I
Z
E
D
SH
A
D
E
S
3
A18
3
A18
3
A18
3
A18
72P72P
72P72P
74P74P
73P73P
72P72P
72P72P
72P72P
71P71P71P71P
71P71P
72P72P
72P72P
14
F
F
S
T
R
A
P
14
F
F
S
T
R
A
P
78M78M
78M78M
78M78M
78M78M 78M78M
78M78M
78M78M
31B
UP
31B
UP
27H
MID
27H
MID
20H
MID
20H
MID
20H
UP
20H
UP
27H
MID
27H
MID
20H
MID
20H
MID
20H
MID
20H
MID
BEAM TO BE HEADER FOR
UPPER WINDOWS
20H
96"
20H
96"
20H
96"
20H
96"
20H
RO
20H
RO
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
26H
120"
26H
120"
26H
120"
26H
120"
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
MAIN FLOOR PLAN
SMOKE DET.
11
SMOKE DET.
11
SMOKE DET.
11CO DET.
22
22
22
22
44
1515
DRYER
WASHER
99
1212
1212
1313
1515
CE
I
L
I
N
G
V
A
U
L
T
CE
I
L
I
N
G
V
A
U
L
T
DO
R
M
E
R
CE
I
L
I
N
G
V
A
U
L
T
KITCHEN
238 SQ FT
75P75P
W
3
2
-
3
0
3
6
12
1
1
/
8
"
P
L
A
T
E
109 1/8" PLATE
9' CEILING
9' CEILING
9' CEILING
9' CEILING
10' CEILING
10' CEILING
EXTERIOR GRATING
BELOW WINDOW
PAVER DECKING
PAVER DECKING
CUSTOM MULLED DOOR AND WINDOW UNIT
SHOWER
MULLION: USE MIN., 2, 1.75X5.5 LVL, CONTINUOUS BOTTOM PLATE TO TOP PLATE.
TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2, A34 AND SCREWS.
HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
77M - MULLION77M - MULLION
MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING.
HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
78M - MULLION78M - MULLION
WOOD SHEAR WALL: USE WSW12. WIDTH = 12". HEIGHT, SEE BELOW.
HEIGHT: TOP PLATE OF WALL BELOW TO BOTTOM OF HEADER BEAM ABOVE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT
AS NECESSARY.
WSW SITS ON WSW-MSK KIT DIRECTLY ON TOP PLATE OF WALL BELOW. AFFECTED FLOOR JOISTS MAY HANG ON WSW.
ALIGNMENT: EDGE OF WSW CREATES EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH
STANDARD FRAMING.
POSITION WSW TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH
REMAINDER OF WALL.
TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE STRONG WALL.
CONNECT OUTSIDE OF WSW WITH PORTAL STRAPS WSW-PS.
CONNECT HEADER BEAM TO WSW WITH SDS SCREWS THAT COME WITH THE WSW.
AT MIDPOINT OF WSW CONNECT TOP OF WSW TO BOTTOM OF HEADER WITH WSW-TOW.
SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW.
BOTTOM CONNECTION: CONNECT TO 8B SW BELOW WITH WSW-MSK KIT.
8ASW - SIMPSON WOOD SHEARWALL8ASW - SIMPSON WOOD SHEARWALL
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
USE WSW18. WIDTH = 18"
9ASW - SIMPSON STRONG WALL SB9ASW - SIMPSON STRONG WALL SB
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF ROUGH OPENING, ATTACH WITH 3"
SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH HUC W/ SCREWS. REMAINDER OF WALL SECTION MAY BE FILLED IN
WITH STANDARD FRAMING.
USE WSW24. WIDTH = 24"
ANCHOR BOLT DIAMETER = 1"
10ASW - SIMPSON STRONG WALL SB10ASW - SIMPSON STRONG WALL SB
MIN., CAPACITY: GOOD FOR 1705 LB TENSION.
STRAP: USE CS16 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE AND
BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D.
IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY.
END DISTANCE: 13” MIN. TO EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26” + DEPTH OF FLOOR SYSTEM.
14 FF - FLOOR-TO-FLOOR HOLDOWN14 FF - FLOOR-TO-FLOOR HOLDOWN
MIN., CAPACITY: GOOD FOR 4400 LB TENSION.
STRAP: USE CMSTC 16 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO POSTS PER PLAN. FILL ALL
NAIL HOLES WITH 10D.
END DISTANCE: 24” MIN. TO EACH UPPER AND LOWER POSTS. APPROX TOTAL LENGTH = 48” + 3" PLATE HEIGHT = 51".
15 FF - FLOOR-TO-FLOOR HOLDOWN15 FF - FLOOR-TO-FLOOR HOLDOWN
WALL DIMENSIONS TBD
IN FIELD BY OWNER
28H
TBD
28H
TBD
27H
MID
27H
MID
28H
TBD
28H
TBD
20H
UP
20H
UP
32B
UP
32B
UP
55
15
F
F
S
T
R
A
P
14
F
F
S
T
R
A
P
15
F
F
S
T
R
A
P
8ASW 9ASW
10ASW
TYPICAL HEADER FRAMING
HEADER LESS THAN 5'
(1) KING STUD FROM
TOP PLATE TO
BOTTOM PLATE
(1) TRIMMER
HEADER LESS THAN 5'
(2) KING STUDS
FROM TOP PLATE TO
BOTTOM PLATE
(1) TRIMMER
WINDOW W/ 6" POST
(2) KING STUDS
FROM TOP PLATE TO
BOTTOM PLATE
CONCEAL FLANGE
HANGER EA. SIDE
WINDOW W/ 3" POST
HEADER MORE THAN 5'
(2) KING STUDS
FROM TOP PLATE TO
BOTTOM PLATE
(1) TRIMMER
HEADER MORE THAN 5'
CHIEF ARCHITECT X12
TH
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:
OWNER APPROVAL
PR
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22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
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DRAWN BY:
SCALE
DATE
A9
MA
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N
GENERAL NOTES
1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS.
2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS
BLOCKOUTS.
3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC
DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO
THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND
INSTALLATION.
4. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF.
5. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK
8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF
SHEATHING TO BE 7/16" OSB OR EQUAL.
6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND
BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS.
7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE
THERE IS A LOAD BEARING WALL ABOVE.
8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL
AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS.
20 MIN. FIRE RATED DOOR.
FLOOR PLAN NOTES
SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED
IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA
GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION,
REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE
DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE.
1
2 SHELF AND HANGING ROD.
BUILT IN SHELVES.3
CABINET - OWNER / CONTRACTOR TO VERIFY.4
EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.7
SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND 24"
HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR.
5
WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH
AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS.6
F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD.
EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL
BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM,
BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF
FURNACE.
7
ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE
INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES
RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING,
END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE
STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN
EARTHQUAKE.
8
PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLDSHUTOFF
CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL
COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF
THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR
EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF
SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER.
9
TEMPERED GLASS
16
MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE
PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50
C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW
OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN,
AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK
PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE
CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX
CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH
DOMESTIC DRYER EXHAUST.
10
22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM.
FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"
PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-
STRIPPED OR SEALED TIGHT.
11
GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING.
INTERMEDIATE RAIL SPACING SHALL NOT
ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2.
12
PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR
TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO
MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE
SURROUND & HEARTH MATERIAL.
13
14 GARAGE FLOOR SUFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR MIN
1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN.
15
1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
2. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O.
3. VERIFY HEADER HEIGHTS WITH SUPER.
4. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE.
5. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE.
6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER
DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR
LOCATIONS.
FRAMING NOTES
42
1
0
N
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,
A
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A
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S
22
2/17/22
PLAN AREAS
MAIN FLOOR
GARAGE
2,345 SQ.FT.
978 SQ.FT.
COVERED ENTRY
FINISHED BASEMENT 1,270 SQ.FT.
TOTAL LIVING AREA:3,615 SQ.FT.3,615 SQ.FT.
54 SQ.FT.
DECK 294 SQ.FT.
70 SQ.FT.BALCONY
90 SQ.FT.BREEZEWAY
POST SCHEDULE
DEFAULT MATERIAL IS DOUG FIR NO 2 OR BETTER.
DEFAULT BOTTOM CONNECTION ON PLATE: 2, FC OR 2, A34 WITH SCREWS, OR 4, 16D FACE NAILS.
DEFAULT BOTTOM CONNECTION ON BEAM: 2, FC OR 2, A34 WITH SCREWS, OR PCZ.
DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ
CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR
(IF BLANK USE(IF BLANK USE
DEFAULT,DEFAULT,
ABOVE)ABOVE)
NOTESNOTES
70P 2- 2X4 4X4
71P 3- 2X4 2- 2X6 4X6
72P 3- 2X6 6X6 4- 2X4
73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS
ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS
DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR
WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO
CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW.
74P USE MIN., 5.5X12 GLULAM VERTICAL. 28H BEARS ON THIS, SEE THAT CALLOUT
FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z
WITH 2.5" SDS OR SIMILAR SCREWS.
75P 6X6 PT
76P 4X6 PT
XXPXXPHEADER SCHEDULE
DEFAULT HEADER MATERIAL IS DOUG FIR NO. 2 OR BETTER
2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN "L" CONFIGURATION
DEFAULT TRIMMER, USE 1, 2X STUD OR SIMPSON LUC HANGER, EACH END.
DEFAULT KING STUD, OPENING 6-FEET WIDE AND LESS USE 1, FULL HEIGHT STUD EACH END (PLATE TO PLATE.)
DEFAULT KING STUD, OPENING WIDER THAN 6-FEET, USE 2, FULL HEIGHT STUDS EACH END (PLATE TO PLATE.)
CALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END
(IF BLANK USE
DEFAULT ABOVE.)
KING STUD, EACH
END (IF BLANK USE
DEFAULT ABOVE.)
19H 2, 2X10 4X10 6X8
20H 2X6, "L" CONFIG 4X6
21H 2X10, "L" CONFIG 2- 2X8 4X8
22H 5.5X10.5 GLULAM CONTINUOUS FROM 74P TO 73P, CONNECTED WITH HUCQ AT EACH POST. UPPER MULLIONS
TO BE 2, 2X6 CONNECTED TOP AND BOTTOM WITH A35 AND SCREWS.
23H 6X12 5.5X7.5 GLULAM 2
24H 6X8 4X10 2
25H USE MIN., 5.5X7.5 GLULAM SPANNING OVER TWO WINDOWS, ~6.5' LONG, WITH 1 TRIMMER AND 2 KING STUDS
EACH END. CONNECT MULLIONS WITH 2, A35 AND SCREWS.
26H USE MIN., 5.5X10.5 GLULAM, APPROX. 17' LONG. AT EACH END BEAR ON TOP OF WSW AND CONNECT PER THAT
CALLOUT.
27H 5.5X7.5 GLULAM HUC W/ 2" SCREWS
ONLY
28H USE MIN., 5.5X13.5 GLULAM, APPROX. 19' LONG, CONTINUOUS OVER 74P. AT WEST END USE SINGLE 2X6
TRIMMER + 2, 2X6 OR LVL KING STUDS. AT 74P, CONNECT WITH 2, ML24Z WITH 2" SDS OR SIMILAR SCREWS. SEE
33B FOR THAT CONNECTION TO THIS HEADER. AT EAST END, BEAR 5" MIN ON 73P AND CONNECT WITH ML24Z + 2,
PSQ418, WITH 2" SDS OR SIMILAR SCREWS.
20H
80"
20H
80"
HEADER CALLOUT
HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH
OPENING OF DOOR OR ADJACENT DOOR.
DN
W01-2670D07-3080
W14-2626
D03-2880
W03-36100
W26-3636
W23-4020
W22-4020
W21-3060
D06-3080
D05-3068
D09-3080
W25-4070W24-4070
W02-2828
3080
D16-3080
W20-3060W19-4020W18-4020
D02-2868
W15-5050
D11-6080
D18-3068
D04-3068
D12-9080
D19-9080
D20-9080
D21-3080
D08-3080
W16-2650
D22-3080
W17-4020
23'-0"3'-0"
4'-6"
26'-0"
13'-0"
26'-0"
9'-0"
5'-0"
15'-5 1/2"
17'-2 1/4"
3'-6"
6'-10 1/2"
17'-0"
28'-0"
9'-0"62'-0"
9'-5"
16'-0"
15'-0"20'-0"27'-0"
4'-6"
7'-2 1/2"
5'-1"
4'-10"
45'-0"
2'-0"
13'-8"
11'-11 1/2"
11'-3 1/2"
14'-7"12'-5"
13'-8"
2'-1"4'-6"
9'-5 1/2"
11'-0"9'-0"
4'-0"
6'-0"
15'-10"
5'-1"
11'-0"
10'-0"
36'-4"
39'-0"
39'-0"
5'-0"
6'-0"
7'-4"
7'-0"
8'-1 1/2"
3'-8 3/4"
5'-8"
15'-0"
1'-5"4'-0"
0'-3"
2'-6"
6'-0"
10'-0"
4'-6"
2'-6"
21'-0"
1'-2 1/2"5'-0"3'-9 1/2"
13'-8"
3'-8"
6'-6"
7'-8"
9'-7 1/2"
14'-0"
3'-2 3/4"4'-0"3'-2 3/4"
4'-4 1/2"4'-0"
0'-3"
4'-0"
0'-3"
3'-0"
0'-8"
1'-2"3'-0"
0'-3"
2'-6"2'-1"
2'-4"
1'-4 1/2"
4'-0"
0'-3"
4'-0"1'-4 1/2"
0'-8"
3'-0"
0'-3"
4'-0"
0'-3"
4'-0"
3'-10
"
6'-9"
2'-6"
9'-0"
1'-6"
3'-0"
9'-0"
2'-0"
9'-0"
3'-0"
5'-7 1/2"
5'-7 1/2"
7'-2"
6'
-0"
14'-0"
6'
-0"
2'-0"
140 SQ FT
65 SQ FT
403 SQ FT
193 SQ FT
101 SQ FT
38 SQ FT
191 SQ FT
978 SQ FT
184 SQ FT
255 SQ FT
37 SQ FT
18 SQ FT
74 SQ FT
REFER.
LAUNDRY /
MUDROOM
HALL
STAIRS
MASTER BDRM
DOUBLE
OVEN
TOILET
MASTER
BATH
BENCH
GARAGE
POWDER
COVERED ENTRY
CLOSET
OFFICE
PANTRY
DOG
SHOWER
CLOSET
BATH
DISHWASHER
STEPS
GLASS
BREEZEWAY
STEPS
CEILING VAULTCEILING VAULT
1
A18
1
A18
1
A18
1
A18
4
A19
4
A19
4
A19
4
A19
5
A19
5
A19
6
A19
6
A19
7
A20
7
A20
TUB
AV RACK
50 CFM MIN
V.T.O.
101066
3
A18
3
A18
3
A18
3
A18
72P72P
72P72P
72P72P
71P71P71P71P
71P71P
72P72P
72P72P
14
F
F
S
T
R
A
P
14
F
F
S
T
R
A
P
78M78M
78M78M 78M78M
78M78M
78M78M
20H
MID
20H
MID
BEAM TO BE HEADER FOR
UPPER WINDOWS
20H
96"
20H
96"
20H
96"
20H
96"
20H
RO
20H
RO
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
96"
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
20H
RO
23H
RO
23H
RO
23H
RO
23H
RO
24H
RO
24H
RO
17 HOLDOWN
17 HOLDOWN
17 HOLDOWN
71P71P
71P71P
71P71P
MULLION:MULLION:USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING.
HEADER CONNECTION:HEADER CONNECTION:HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
MAIN FLOOR PLAN
SMOKE DET.
11
SMOKE DET.
11
SMOKE DET.
11CO DET.
22
22
22
22
44
DRYER
WASHER
99
1212
1414
1414
CE
I
L
I
N
G
V
A
U
L
T
CE
I
L
I
N
G
V
A
U
L
T
DO
R
M
E
R
CE
I
L
I
N
G
V
A
U
L
T
KITCHEN
238 SQ FT
75P75P
12
1
1
/
8
"
P
L
A
T
E
109 1/8" PLATE
9' CEILING
9' CEILING
9' CEILING
9' CEILING
10' CEILING
10' CEILING
SHOWER
MULLION: USE MIN., 2, 1.75X5.5 LVL, CONTINUOUS BOTTOM PLATE TO TOP PLATE.
TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2, A34 AND SCREWS.
HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING.
HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
WOOD SHEAR WALL: USE WSW12. WIDTH = 12". HEIGHT, SEE BELOW.
HEIGHT: TOP PLATE OF WALL BELOW TO BOTTOM OF HEADER BEAM ABOVE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT
AS NECESSARY.
WSW SITS ON WSW-MSK KIT DIRECTLY ON TOP PLATE OF WALL BELOW. AFFECTED FLOOR JOISTS MAY HANG ON WSW.
ALIGNMENT: EDGE OF WSW CREATES EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH
STANDARD FRAMING.
POSITION WSW TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH
REMAINDER OF WALL.
TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE STRONG WALL.
CONNECT OUTSIDE OF WSW WITH PORTAL STRAPS WSW-PS.
CONNECT HEADER BEAM TO WSW WITH SDS SCREWS THAT COME WITH THE WSW.
AT MIDPOINT OF WSW CONNECT TOP OF WSW TO BOTTOM OF HEADER WITH WSW-TOW.
SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW.
BOTTOM CONNECTION: CONNECT TO 8B SW BELOW WITH WSW-MSK KIT.
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
USE WSW18. WIDTH = 18"
GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS.
ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF ROUGH OPENING, ATTACH WITH 3"
SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH HUC W/ SCREWS. REMAINDER OF WALL SECTION MAY BE FILLED IN
WITH STANDARD FRAMING.
USE WSW24. WIDTH = 24"
ANCHOR BOLT DIAMETER = 1"
MIN., CAPACITY: GOOD FOR 1705 LB TENSION.
STRAP: USE CS16 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE AND
BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D.
IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY.
END DISTANCE: 13” MIN. TO EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26” + DEPTH OF FLOOR SYSTEM.
MIN., CAPACITY: GOOD FOR 4400 LB TENSION.
STRAP: USE CMSTC 16 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO POSTS PER PLAN. FILL ALL
NAIL HOLES WITH 10D.
END DISTANCE: 24” MIN. TO EACH UPPER AND LOWER POSTS. APPROX TOTAL LENGTH = 48” + 3" PLATE HEIGHT = 51".
32B
UP
32B
UP
DORMER
ABOVE
20H
205"
20H
205"
20H
205"
20H
205"
20H
205"
20H
205"W4
5
-
3
6
2
4
W4
4
-
3
6
2
4
W4
3
-
3
6
2
4
55
TYPICAL HEADER FRAMING
HEADER LESS THAN 5'
(1) KING STUD FROM
TOP PLATE TO
BOTTOM PLATE
(1) TRIMMER
HEADER LESS THAN 5'
(2) KING STUDS
FROM TOP PLATE TO
BOTTOM PLATE
(1) TRIMMER
WINDOW W/ 6" POST
(2) KING STUDS
FROM TOP PLATE TO
BOTTOM PLATE
CONCEAL FLANGE
HANGER EA. SIDE
WINDOW W/ 3" POST
HEADER MORE THAN 5'
(2) KING STUDS
FROM TOP PLATE TO
BOTTOM PLATE
(1) TRIMMER
HEADER MORE THAN 5'
W42-3626W41-3626W40-3626W39-3626W38-3626W37-3626
4'-0 1/2"13'-5 1/2"13'-5 1/2"4'-0 1/2"
17'-6"17'-6"
4'-0 1/2"26'-11"4'-0 1/2"
1'-3 1/2"
3'-6"
0'-8"
3'-6"
0'-8"
3'-6"
0'-8"
3'-6"
0'-8"
3'-6"
0'-8"
3'-6"
1'-3 1/2"
20H
200"
20H
200"
20H
200"
20H
200"
20H
200"
20H
200"
20H
200"
20H
200"
20H
200"
20H
200"
20H
200"
20H
200"
CENTERLINE OF
DORMER
CHIEF ARCHITECT X12
TH
E
I
N
F
O
R
M
A
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I
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N
,
P
L
A
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S
,
D
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I
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,
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.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J.SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
A10
MAIN FLOOR PLAN
GARAGE
GENERAL NOTES
1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS.
2.COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS
BLOCKOUTS.
3.FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC
DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO
THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND
INSTALLATION.
4.ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF.
5.FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK
8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF
SHEATHING TO BE 7/16" OSB OR EQUAL.
6.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND
BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS.
7.PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE
THERE IS A LOAD BEARING WALL ABOVE.
8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
9.INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL
AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS.
20 MIN. FIRE RATED DOOR.
FLOOR PLAN NOTES
SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED
IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA
GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION,
REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE
DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE.
1
2 SHELF AND HANGING ROD.
BUILT IN SHELVES.3
CABINET - OWNER / CONTRACTOR TO VERIFY.4
EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.7
SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND 24"
HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR.
5
WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH
AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS.6
F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD.
EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL
BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM,
BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF
FURNACE.
7
ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE
INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES
RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING,
END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE
STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN
EARTHQUAKE.
8
PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLDSHUTOFF
CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL
COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF
THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR
EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF
SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER.
9
TEMPERED GLASS
16
MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE
PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50
C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW
OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN,
AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK
PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE
CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX
CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH
DOMESTIC DRYER EXHAUST.
10
22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM.
FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"
PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-
STRIPPED OR SEALED TIGHT.
11
GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING.
INTERMEDIATE RAIL SPACING SHALL NOT
ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2.
12
PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR
TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO
MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE
SURROUND & HEARTH MATERIAL.
13
14 GARAGE FLOOR SUFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR MIN
1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN.
15
1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
2.ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O.
3.VERIFY HEADER HEIGHTS WITH SUPER.
4.ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE.
5.ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE.
6.PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER
DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR
LOCATIONS.
FRAMING NOTES
4210 NAVIGATOR LANE, ANACORTES
DORMER OVER GREAT ROOM
SCALE: 1/4" = 1'
22
2/17/22
WINDOW SCHEDULE
NUMBER QTY FLOOR SIZE EGRESS DESCRIPTION AREA, ACTUAL (SQ FT)COMMENTS ROOM NAME QTY NUMBER
W01 1 1 2670 BOTTOM AWNING 17.5 KITCHEN 1 W01
W02 1 1 2828 FIXED GLASS 7.11 LAUNDRY / MUDROOM 1 W02
W03 1 1 36100 FIXED GLASS 35.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING 1 W03
W04 1 1 26100 FIXED GLASS 25.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING 1 W04
W05 1 1 3060 FIXED GLASS 18.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING/DECK 1 W05
W06 1 1 4060 FIXED GLASS 24.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED LIVING/DECK 1 W06
W08 1 1 126100 FIXED GLASS 125.0 FLEETWOOD WINDOW UNITS - CUSTOM VERTICAL MULLING LIVING 1 W08
W10 1 1 36100 FIXED GLASS 35.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED TO DOOR MASTER BDRM/BALCONY 1 W10
W11 1 1 36100 FIXED GLASS 35.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED TO DOOR MASTER BDRM/BALCONY 1 W11
W12 1 1 2626 FIXED GLASS 6.25 MASTER BDRM 1 W12
W13 1 1 2626 FIXED GLASS 6.25 MASTER BDRM 1 W13
W14 1 1 2626 FIXED GLASS 6.25 MASTER BDRM 1 W14
W15 1 1 5050 FIXED GLASS 25.0 MASTER BATH 1 W15
W16 1 1 2650 DOUBLE AWNING-B 12.5 MASTER BATH 1 W16
W17 1 1 4020 SINGLE AWNING 8.0 CLOSET 1 W17
W18 1 1 4020 SINGLE AWNING 8.0 OFFICE 1 W18
W19 1 1 4020 SINGLE AWNING 8.0 OFFICE 1 W19
W20 1 1 3060 BOTTOM AWNING 18.0 OFFICE 1 W20
W21 1 1 3060 YES BOTTOM AWNING - TOP
CASEMENT FOR EGRESS 18.0 OFFICE 1 W21
W22 1 1 4020 SINGLE AWNING 8.0 OFFICE 1 W22
W23 1 1 4020 SINGLE AWNING 8.0 OFFICE 1 W23
W24 1 1 4070 BOTTOM AWNING 28.0 STAIRS 1 W24
W25 1 1 4070 BOTTOM AWNING 28.0 STAIRS 1 W25
W26 1 1 3636 FIXED GLASS 12.25 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING 1 W26
W27 1 1 2636 FIXED GLASS 8.75 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING 1 W27
W29 1 1 14036 FIXED GLASS 49.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING/DECK 1 W29
W32 1 2 3036 FIXED GLASS 10.5 FLEETWOOD WINDOW UNIT - CUSTOM MULLED 1 W32
W33 1 1 4036 FIXED GLASS 14.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED LIVING/DECK 1 W33
W35 1 1 12636 FIXED GLASS 43.75 FLEETWOOD WINDOW UNITS - CUSTOM VERTICAL MULLING LIVING 1 W35
W37 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W37
W38 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W38
W39 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W39
W40 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W40
W41 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W41
W42 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W42
W43 1 2 3624 FIXED GLASS 8.17 GARAGE DORMER WINDOW 1 W43
W44 1 2 3624 FIXED GLASS 8.17 GARAGE DORMER WINDOW 1 W44
W45 1 2 3624 FIXED GLASS 8.17 GARAGE DORMER WINDOW 1 W45
W46 1 0 3050 SINGLE CASEMENT-HL 15.0 BEDROOM #3 1 W46
W47 1 0 3050 YES SINGLE CASEMENT-HR 15.0 BEDROOM #3 1 W47
W48 1 0 3050 YES SINGLE CASEMENT-HL 15.0 BEDROOM #2 1 W48
W49 1 0 3050 SINGLE CASEMENT-HR 15.0 BEDROOM #2 1 W49
W50 1 0 3060 YES SINGLE CASEMENT-HL 18.0 BEDROOM #1 1 W50
W51 1 0 3060 FIXED GLASS 18.0 BEDROOM #1 1 W51
W52 1 0 3060 SINGLE CASEMENT-HR 18.0 BEDROOM #1 1 W52
TOTALS:839.12
WINDOW FLASHING DETAIL - STEP 1
WINDOW FLASHING DETAIL - STEP 2
WINDOW FLASHING DETAIL - STEP 3 & 4
WINDOW FLASHING DETAIL - STEP 5 & 6
DOOR SCHEDULE
NUMBER QTY FLOOR SIZE DESCRIPTION COMMENTS NUMBER
D01 1 1 140100 EXT. 4+0-PANEL SLIDER-GLASS PANEL D01
D02 1 1 2868 POCKET-DOOR P01 D02
D03 1 1 2880 HINGED-DOOR P01 D03
D04 1 1 3068 EXT. HINGED-DOOR E03 D04
D05 1 1 3068 HINGED-DOOR P01 D05
D06 1 1 3080 EXT. HINGED-DOOR E03 D06
D07 1 1 3080 EXT. HINGED-GLASS PANEL D07
D08 1 1 3080 HINGED-GLASS PANEL D08
D09 1 1 3080 HINGED-DOOR P01 D09
D10 1 1 60100 EXT. SLIDER-GLASS PANEL FLEETWOOD DOOR UNIT - CUSTOM MULLED TO WINDOWS D10
D11 1 1 6080 SLIDER-SLAB D11
D12 1 1 9080 GARAGE-GLASS PANEL D12
D13 1 0 6080 EXT. DOUBLE HINGED-GLASS PANEL D13
D14 1 0 5068 SLIDER-SLAB D14
D15 1 0 2868 HINGED-DOOR P01 D15
D16 1 1 3080 HINGED-DOOR P01 D16
D17 1 0 3068 HINGED-DOOR P01 D17
D18 1 1 3068 HINGED-DOOR P01 D18
D19 1 1 9080 GARAGE-GLASS PANEL D19
D20 1 1 9080 GARAGE-GLASS PANEL D20
D21 1 1 3080 HINGED-DOOR P01 D21
D22 1 1 3080 HINGED-GLASS PANEL D22
D23 1 0 2868 HINGED-DOOR P01 D23
D24 1 0 5068 SLIDER-SLAB D24
D25 1 0 2868 HINGED-DOOR P01 D25
D26 1 0 3068 HINGED-DOOR P01 D26
D27 1 0 2668 HINGED-DOOR P01 D27
D28 1 0 3068 HINGED-DOOR P01 D28
D29 1 0 2868 HINGED-DOOR P01 D29
CHIEF ARCHITECT X12
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INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
A11
WINDOW & DOOR
SCHEDULES
4210 NAVIGATOR LANE, ANACORTES
5'-6"
16'-7
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14'-0"
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5'-0"
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9
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53'-7"
1'-6"
13
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26'-0"
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16'-4"4'-8 1/2"26'-5 1/2"4'-6"
10'-0"
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7
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3:12
8:128:12
2:12
8:12
8:128:12
8:12
1.5:12
1.5:12 8:12 8:12
1111
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80L - LEDGER - ROOF DIAPHRAGM80L - LEDGER - ROOF DIAPHRAGM
LEDGER SCREWS:LEDGER SCREWS: IF CONNECTING TO RIM OR HEADER, USE SDS, OR LEDGERLOK AT MAX 12" OC, STAGGERED. IF
CONNECTING TO STUDS, USE 2, SDS OR LEDGERLOK PER STUD.
LENGTH OF SDS OR LEDGERLOK = FULL DEPTH PENETRATION INTO RIM, OR 2" MIN EMBEDMENT INTO SOLID FRAMING.
MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE = 2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER =2"
LEDGER CONNECTION TO WALL:LEDGER CONNECTION TO WALL:
RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL
SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER.
PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO
BE PLACED OVER WALL SHEATHING.
MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL
SHEATHING WITH 16D @ 6" OC TO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, LEDGER, OR BLOCKING.)
MONO TRUSS BOTTOM CHORD PERPENDICULAR:
ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO SOLID WOOD BACKING (RIM,
PLATE, LEDGER, OR BLOCKING.)
ALTERNATE 2: USE MIN., 2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND
CONNECTED WITH LEDGER SCREWS PER ABOVE.
ROOF DIAPHRAGM:ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING SHANK OR SCREWS AT 3" OC.
ROOF FRAMING PLAN
3
A18
3
A18
3
A18
3
A18
4400BB4400BB
4400BB4400BB
3322BB3322BB
3322BB3322BB
3300BB3300BB
3311BB3311BB
3311BB3311BB
3333BB3333BB
3377BB3377BB
3388BB3388BB
3344BB3344BB
3355BB3355BB 3366BB3366BB
3399BB3399BB
72P72P
72P72P
74P74P
73P73P
72P72P
72P72P
72P72P
71P71P71P71P
71P71P
72P72P
72P72P
78M78M
78M78M
78M78M
78M78M 78M78M
78M78M
78M78M
80
L
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80 LEDGER
80 LEDGER
80 LEDGER
4411BB4411BB4422BB4422BB
71P71P
80 LEDGER
MULLION: MULLION: USE MIN., 2, 1.75X5.5 LVL, CONTINUOUS BOTTOM PLATE TO TOP PLATE.
TOP AND BOTTOM CONNECTION: TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2, A34 AND SCREWS.
HEADER CONNECTION:HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
77M - MULLION77M - MULLION
MULLION:MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING.
HEADER CONNECTION:HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
78M - MULLION78M - MULLION
80 LEDGER
75P75P
SHEAR CAPACITY:SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF - WIND. MAX ASPECT RATIO = 3:1.
FRAMING: FRAMING: TRUSSES OR RAFTERS: 2X AT 24” OC, MAX.
FRAMING CONNECTION AT SUPPORT:FRAMING CONNECTION AT SUPPORT:
WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT - TOP OF WALL.
WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP.
AT LEDGER, CONNECT PER LEDGER CALLOUT.
SHEATHING:SHEATHING: 7/16” MIN., OSB OR CDX PLYWOOD.
SHEATHING LAYOUT:SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1)
NAILING:NAILING: USE 8D AT 6" EDGES, 12" FIELD.
BLOCKING:BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW.
11RD - ROOF DIAPHRAGM11RD - ROOF DIAPHRAGM
MULLION: MULLION: USE MIN., 2, 1.75X5.5 LVL, CONTINUOUS BOTTOM PLATE TO TOP PLATE.
TOP AND BOTTOM CONNECTION: TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2, A34 AND SCREWS.
HEADER CONNECTION:HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
77M - MULLION77M - MULLION
SHEAR CAPACITY:SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF - WIND. MAX ASPECT RATIO = 3:1.
FRAMING: FRAMING: TRUSSES OR RAFTERS: 2X AT 24” OC, MAX.
FRAMING CONNECTION AT SUPPORT:FRAMING CONNECTION AT SUPPORT:
WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT - TOP OF WALL.
WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP.
AT LEDGER, CONNECT PER LEDGER CALLOUT.
SHEATHING:SHEATHING: 7/16” MIN., OSB OR CDX PLYWOOD.
SHEATHING LAYOUT:SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1)
NAILING:NAILING: USE 8D AT 6" EDGES, 12" FIELD.
BLOCKING:BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW.
11RD - ROOF DIAPHRAGM11RD - ROOF DIAPHRAGM
MANUFACTURED TRUSSES 24" O.C.
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ROOF OVERFRAMING
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MANUFACTURED TRUSSES 24" O.C.
GIRDER TRUSS
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2 X 10 STICK FRAME 24" O.C.
RIDGE BEAMRIDGE BEAM
TOP OF BEAM AT 121 1/8"
18
"
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24"
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24" OVERHANG
ROOF BEAM
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18" OVERHANG
5/4 X 8 FACIA
18
"
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5/
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8
F
A
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18" OVERHANG
5/4 X 8 FACIA
18
"
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5/
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F
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18" OVERHANG
5/4 X 8 FACIA
18
"
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5/
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18" OVERHANG
5/4 X 8 FACIA
18" O
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2 X
1
2
F
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18" OVERHANG
5/4 X 8 FACIA
2 X
1
2
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18" OVERHANG
5/4 X 8 FACIA
18
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5/
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18" OVERHANG
5/4 X 8 FACIA
18
"
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5/
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18" OVERHANG
5/4 X 8 FACIA
18
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GIRDER TRUSS
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11 7/8" BCI 6000 1.8 "I" JOISTS 24" O.C.
11 7/8" BCI 6000 1.8 "I" JOISTS 24" O.C.
SCALE: 1/4" = 1'
2
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11 7/8" BCI 6000 1.8 "I" JOISTS 24" O.C.
8ASW 9ASW
10ASW
SPRAY FOAM INSULATION
SPRAY FOAM INSULATION
SPRAY FOAM INSULATION
POST SCHEDULE
CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR
(IF BLANK USE(IF BLANK USE
DEFAULT,DEFAULT,
ABOVE)ABOVE)
NOTESNOTES
70P 2- 2X4 4X4
71P 3- 2X4 2- 2X6 4X6
72P 3- 2X6 6X6 4- 2X4
73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS
ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS
DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR
WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO
CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW.
74P USE MIN., 5.5X12 GLULAM VERTICAL. 28H BEARS ON THIS, SEE THAT CALLOUT
FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z
WITH 2.5" SDS OR SIMILAR SCREWS.
75P 6X6 PT
76P 4X6 PT
XXPXXP
BEAMS
DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER.
DEFAULT GLULAM, LVL, PSL MATERIALS - SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL IS 1.5E, 2,300
PSI, MIN FB.
DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW.
DEFAULT END POST CONNECTION: LCE, ACE, EPCZ, ECCQ, OR SIMILAR.
DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LCE4, LCE4Z, OR RTC44.
DEFAULT MID-POST CONNECTION: LPCZ, PCZ, CCQ, OR SIMILAR.
DEFAULT BEAM TO BEAM CONNECTION: HANGER: HU, HUC, HUCQ OR SIMILAR. BEAR ON TOP, 2, HGA10.
CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTOR (IFCONNECTOR (IF
BLANK USEBLANK USE
DEFAULT, ABOVE)DEFAULT, ABOVE)
NOTESNOTES
30B 5.5X10.5GLULAM 3.5X12 GLULAM LEG, SKEWED, FLANGE OFFSET, OR SIM
CUSTOM FABRICATED HANGER.
31B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS
BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM
WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12"
MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 72P (BOTH LOCATIONS), CONNECT WITH CCQ,
ECCQ, OR SIM.
32B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS
BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM
WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12"
MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 73P, CONNECT WITH 2, LTT20B (TRIM TOP OF
STRAP AS NECESSARY) WITH 5/8"X6" LAG. AT END OF BACKSPAN, CONNECT TO 72P WITH W/ 2, CS16 X
24" VERTICAL FOR UPLIFT.
33B USE MIN., 5.5X13.5 GLULAM. AT 28H, CUT BEARING NOTCH IN 28H APPROX 1" WIDE X 10" LONG. BEAR ON
THAT NOTCH AND ALSO CONNECT WITH 2, 5/8" BOLTS WITH 2" WASHERS LOCATED 3" FROM TOP AND
BOTTOM OF 33B AND 1" FROM INTERSECTION OF 33B AND 28H. SEE DETAIL BY ARCH.
34B 5.5X15 GLULAM 6.75X13.5 GLULAM HUCQ OR CJT5Z
35B, 36B 6X12 5.5X12 GLULAM HUC, SLOPED, OR CJT5Z
37B 5.5X22.5 GLULAM 6.75X21 GLULAM
38B 5.5X25.5 GLULAM 6.75X24 GLULAM
39B 4X10 5.5X6 GLULAM
40B 6X8
41B 6X12 5.5X9 GLULAM
42B, 43B 6X10 5.5X7.5 GLULAM 3.5X9 GLULAM
44B 1.75X11.8 LVL IN ADD'N TO FLOOR JOISTS FOR F.P.
SUPPORT
45B 1.75X11.8 LVL
46B 2, 1.75X11.8 LVL
47B 6X12 5.5X7.5 GLULAM
48B 5.5X10.5GLULAM
49B 5.5X13.5 PT GLULAM
50B, 51B USE MIN., 5.5X12 OR 3.5X13.5, 24F-V8, PT GLULAM. MIN. BACKSPAN = 10'. IF THIS BEAM ACTS AS WALL
TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM
BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO
BOTTOM OF BEAM.
52B 3.5X12 PT GLULAM HUC OR HUCQ
CHIEF ARCHITECT X12
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OWNER APPROVAL
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22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
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DRAWN BY:
SCALE
DATE
1" = 200
A12
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22
2/17/22
39'-0"
9'-0"
23'-0"
13'-0"
26'-0"
24'-0"
6'-0"
9'-0"11'-0"
4'-0"
16'-0"
2'-0"
3'-0"
16'-6 1/2"10'-5 1/2"1'-6"
28'-0"
2'-0"
47'-0"
26'-0"
14'-0"
9'-0"
5'-0"
87'-9 1/2"
1'-6"
12'-9"3'-2"7'-7 1/2"2'-5 1/2"
6'-4 1/2"
13'-4 1/2"
6'-3"
1.
5
:
1
2
2:122:12
3:12
8:12
8:12
8:12
8:12
2:12
2:12
8:128:12
1.5:12
1
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9
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LEDGER SCREWS:LEDGER SCREWS:IF CONNECTING TO RIM OR HEADER, USE SDS, OR LEDGERLOK AT MAX 12" OC, STAGGERED. IFCONNECTING TO STUDS, USE 2, SDS OR LEDGERLOK PER STUD.LENGTH OF SDS OR LEDGERLOK = FULL DEPTH PENETRATION INTO RIM, OR 2" MIN EMBEDMENT INTO SOLID FRAMING.MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE = 2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER =2"LEDGER CONNECTION TO WALL:LEDGER CONNECTION TO WALL:RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL
SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER.
PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO
BE PLACED OVER WALL SHEATHING.
MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL
SHEATHING WITH 16D @ 6" OC TO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, LEDGER, OR BLOCKING.)
MONO TRUSS BOTTOM CHORD PERPENDICULAR:
ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO SOLID WOOD BACKING (RIM,
PLATE, LEDGER, OR BLOCKING.)
ALTERNATE 2: USE MIN., 2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND
CONNECTED WITH LEDGER SCREWS PER ABOVE.
ROOF DIAPHRAGM:ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING SHANK OR SCREWS AT 3" OC.
ROOF FRAMING PLAN
3
A18
3
A18
3
A18
3
A18
4400BB4400BB
4400BB4400BB
71P71P71P71P
71P71P
78M78M 78M78M
78M78M
78M78M
4411BB4411BB4422BB4422BB
4433BB4433BB
71P71P
71P71P
71P71P
80 LEDGER
80 LEDGER
75P75P
12
A15
12
A15
12
A15
12
A15
80L - LEDGER - ROOF DIAPHRAGM80L - LEDGER - ROOF DIAPHRAGM
LEDGER SCREWS:LEDGER SCREWS: IF CONNECTING TO RIM OR HEADER, USE SDS, OR LEDGERLOK AT MAX 12" OC, STAGGERED. IF
CONNECTING TO STUDS, USE 2, SDS OR LEDGERLOK PER STUD.
LENGTH OF SDS OR LEDGERLOK = FULL DEPTH PENETRATION INTO RIM, OR 2" MIN EMBEDMENT INTO SOLID FRAMING.
MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE = 2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER =2"
LEDGER CONNECTION TO WALL:LEDGER CONNECTION TO WALL:
RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL
SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER.
PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO
BE PLACED OVER WALL SHEATHING.
MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL
SHEATHING WITH 16D @ 6" OC TO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, LEDGER, OR BLOCKING.)
MONO TRUSS BOTTOM CHORD PERPENDICULAR:
ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO SOLID WOOD BACKING (RIM,
PLATE, LEDGER, OR BLOCKING.)
ALTERNATE 2: USE MIN., 2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND
CONNECTED WITH LEDGER SCREWS PER ABOVE.
ROOF DIAPHRAGM:ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING SHANK OR SCREWS AT 3" OC.
MULLION: MULLION: USE MIN., 2, 1.75X5.5 LVL, CONTINUOUS BOTTOM PLATE TO TOP PLATE.
TOP AND BOTTOM CONNECTION: TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2, A34 AND SCREWS.
HEADER CONNECTION:HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
77M - MULLION77M - MULLION
MULLION:MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING.
HEADER CONNECTION:HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ
OR SIMILAR.
78M - MULLION78M - MULLION
SHEAR CAPACITY:SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF - WIND. MAX ASPECT RATIO = 3:1.
FRAMING: FRAMING: TRUSSES OR RAFTERS: 2X AT 24” OC, MAX.
FRAMING CONNECTION AT SUPPORT:FRAMING CONNECTION AT SUPPORT:
WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT - TOP OF WALL.
WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP.
AT LEDGER, CONNECT PER LEDGER CALLOUT.
SHEATHING:SHEATHING: 7/16” MIN., OSB OR CDX PLYWOOD.
SHEATHING LAYOUT:SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1)
NAILING:NAILING: USE 8D AT 6" EDGES, 12" FIELD.
BLOCKING:BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW.
11RD - ROOF DIAPHRAGM11RD - ROOF DIAPHRAGM
MA
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ROOF OVERFRAMING
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MANUFACTURED TRUSSES 24" O.C.
MANUFACTURED TRUSSES 24" O.C.
MANUFACTURED TRUSSES 24" O.C.
GIRDER TRUSS
2
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5/
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8
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24" OVERHANG
GIRDER TRUSS
18" OVERHANG
5/4 X 8 FACIA
18
"
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5/
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18" OVERHANG
5/4 X 8 FACIA
18
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18" OVERHANG
5/4 X 8 FACIA
18
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5/4 X 8 FACIA
18
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18" OVERHANG
5/4 X 8 FACIA
5/4 X 8 FACIA
18
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GIRDER TRUSS
GIRDER TRUSS
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SCALE: 1/4" = 1'
2
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SIM.
SIM.
POST SCHEDULE
CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR
(IF BLANK USE(IF BLANK USE
DEFAULT,DEFAULT,
ABOVE)ABOVE)
NOTESNOTES
70P 2- 2X4 4X4
71P 3- 2X4 2- 2X6 4X6
72P 3- 2X6 6X6 4- 2X4
73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS
ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS
DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR
WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO
CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW.
74P USE MIN., 5.5X12 GLULAM VERTICAL. 28H BEARS ON THIS, SEE THAT CALLOUT
FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z
WITH 2.5" SDS OR SIMILAR SCREWS.
75P 6X6 PT
76P 4X6 PT
XXPXXP
BEAMS
DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER.
DEFAULT GLULAM, LVL, PSL MATERIALS - SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL IS 1.5E, 2,300
PSI, MIN FB.
DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW.
DEFAULT END POST CONNECTION: LCE, ACE, EPCZ, ECCQ, OR SIMILAR.
DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LCE4, LCE4Z, OR RTC44.
DEFAULT MID-POST CONNECTION: LPCZ, PCZ, CCQ, OR SIMILAR.
DEFAULT BEAM TO BEAM CONNECTION: HANGER: HU, HUC, HUCQ OR SIMILAR. BEAR ON TOP, 2, HGA10.
CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTOR (IFCONNECTOR (IF
BLANK USEBLANK USE
DEFAULT, ABOVE)DEFAULT, ABOVE)
NOTESNOTES
30B 5.5X10.5GLULAM 3.5X12 GLULAM LEG, SKEWED, FLANGE OFFSET, OR SIM
CUSTOM FABRICATED HANGER.
31B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS
BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM
WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12"
MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 72P (BOTH LOCATIONS), CONNECT WITH CCQ,
ECCQ, OR SIM.
32B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS
BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM
WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12"
MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 73P, CONNECT WITH 2, LTT20B (TRIM TOP OF
STRAP AS NECESSARY) WITH 5/8"X6" LAG. AT END OF BACKSPAN, CONNECT TO 72P WITH W/ 2, CS16 X
24" VERTICAL FOR UPLIFT.
33B USE MIN., 5.5X13.5 GLULAM. AT 28H, CUT BEARING NOTCH IN 28H APPROX 1" WIDE X 10" LONG. BEAR ON
THAT NOTCH AND ALSO CONNECT WITH 2, 5/8" BOLTS WITH 2" WASHERS LOCATED 3" FROM TOP AND
BOTTOM OF 33B AND 1" FROM INTERSECTION OF 33B AND 28H. SEE DETAIL BY ARCH.
34B 5.5X15 GLULAM 6.75X13.5 GLULAM HUCQ OR CJT5Z
35B, 36B 6X12 5.5X12 GLULAM HUC, SLOPED, OR CJT5Z
37B 5.5X22.5 GLULAM 6.75X21 GLULAM
38B 5.5X25.5 GLULAM 6.75X24 GLULAM
39B 4X10 5.5X6 GLULAM
40B 6X8
41B 6X12 5.5X9 GLULAM
42B, 43B 6X10 5.5X7.5 GLULAM 3.5X9 GLULAM
44B 1.75X11.8 LVL IN ADD'N TO FLOOR JOISTS FOR F.P.
SUPPORT
45B 1.75X11.8 LVL
46B 2, 1.75X11.8 LVL
47B 6X12 5.5X7.5 GLULAM
48B 5.5X10.5GLULAM
49B 5.5X13.5 PT GLULAM
50B, 51B USE MIN., 5.5X12 OR 3.5X13.5, 24F-V8, PT GLULAM. MIN. BACKSPAN = 10'. IF THIS BEAM ACTS AS WALL
TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM
BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO
BOTTOM OF BEAM.
52B 3.5X12 PT GLULAM HUC OR HUCQ
CHIEF ARCHITECT X12
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INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J.SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
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FILE:
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Blueprint FINAL.layout
DRAWN BY:
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DATE
A13
ROOF FRAMING
GARAGE
4210 NAVIGATOR LANE, ANACORTES
22
2/1722
1'-6"
1'-6"
1'-6"
1'-6"
2'-0"
1'-6"
12" HEEL W/ 18" EAVE DETAIL
SCALE: 1" = 1'
SCISSOR TRUSS EAVE DETAIL
SCALE: 1" = 1'
2
A14
2
A14
1
A14
1
A14
TRUSS EAVE DETAIL
SCALE: 1" = 1'
3
A14
3
A14
24" HEEL TRUSS EAVE DETAIL4
A14
4
A14
5
A14
5
A14
12" HEEL W/ 24" EAVE DETAIL
11 7/8" BCI RAFTER EAVE DETAIL
SCALE: 1" = 1'
6
A14
6
A14
2 X 6 WALL
1/2" SHEETROCK
R-21 INSULATION
5/4 X 8 PRIMED FASCIA
GUTTER
STRIP VENT
ENCLOSED SOFFIT 5/8" SHEETROCK
PITCH
VARIES
12
12" HEEL
2 X 6 WALL
1/2" SHEETROCKR-21 INSULATION
5/4 X 8 PRIMED FASCIA
GUTTER
STRIP VENT
ENCLOSED SOFFIT 5/8" SHEETROCK
24" HEEL
MANUFACTURED TRUSS
MANUF. SCISSOR
TRUSS 24" O.C.
R-49 INSULATION
R-49 INSULATION
DROP TRUSS
2 X NAILER
ENCLOSED SOFFIT
MANU. TRUSS
R-49 INSULATION
STANDING SEAM METAL ROOF
STRIP VENT
1/2" SHEETROCK
2 X 6 WALL
5/4 X 8 FASCIA
5/8" SHEETROCK
7/16" SHEATHING
R-21 INSULATION
8
12
7/16" SHEATHING
7/16" SHEATHING
R-21 INSULATION
5/4 X 8 PRIMED FASCIA
GUTTER
STRIP VENT
ENCLOSED SOFFIT
24" HEEL
8
12
7/16" SHEATHING
2 X 6 WALL
1/2" SHEETROCK
5/8" SHEETROCK
R-49 INSULATION
MANUF. TRUSS
BEAM
5/4 X 8 PRIMED FASCIA
GUTTER
ENCLOSED SOFFIT
3/4" CEILING
1 1/2
12
12" HEEL
MANUFACTURED TRUSS
7/16" SHEATHING
2 X NAILER
ENCLOSED SOFFIT
11 7/8" BCI RAFTER
R-49 INSULATION -
SPRAY FOAM
RECOMMENDED
STANDING SEAM METAL ROOF
STRIP VENT
1/2" SHEETROCK
2 X 6 WALL
5/4 X 8 FASCIA
5/8" SHEETROCK
7/16" SHEATHING
R-21 INSULATION
3/4" WEB STIFFENER
2 X 6
SCALE: 1" = 1'
SCALE: 1" = 1'
1" AIR GAP
1" AIR GAP
1" AIR GAP
1" AIR GAP
1" AIR GAP (IF NEEDED)
REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS.
COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF
FOUNDATION/SLAB/JOISTS BLOCKOUTS.
FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR
SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND
SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR
APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION.
ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE
DESIGNED BY MANUF.
FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE
AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE
GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16"
OSB OR EQUAL.
PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST
LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO
FLOOR HOLDOWN LOCATIONS.
PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING
LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE.
ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE
CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM
CONNECTIONS.
EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE
PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE
LABELED ACCORDINGLY. IRC R317.1 & R317.2
FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND
FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED
GALVANIZED OR STAINLESS STEEL OR EQUIVALENT.
WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED
WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11
GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT
WHERE THE ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW.
RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE.
IRC R312.1.
PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS
AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF
FRAMING INSPECTION.
FRAMING NOTES
CHIEF ARCHITECT X12
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.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
A14
ROOF FRAMING
PLAN DETAILS
4210 NAVIGATOR LANE, ANACORTES
1'-6"
1'-6"
1'-6"
1'-6"
SHEARWALL PER PLAN
MANUF. TRUSS
7/16" SHEATHING
PITCH
VARIES
12
2 X 6 BLOCKING CONTINUOUS
FOR HANGER.
NAIL TO STUDS W/ (3) 16d.
NAIL WALL SHEATHING TO
BLOCKING W/ 8d @ 4" O.C.
LU26 OR LUS26
FOR SLOPED TRUSS
USED SLOPED HANGER
2 X 4 BLOCKING
CONTINUOUS BEHIND TOP
CHORD OF TRUSS
NAIL TO STUDS W/ (2) 16d
2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES.
ROOF DIAPHRAGM EDGE NAILED TO BLOCK.
NAIL BLOCK TO BLOCKING BEHIND SHEATHING
W/ 16d @ 6" O.C. STAGGERED
ROOFING PER PLAN
BCI RAFTER CONNECTION TO FLAT ROOF
SCALE: 1" = 1'
7
A15
7
A15
2 X 10 CONNECTION TO BEARING WALL
SCALE: 1" = 1'
10
A15
10
A15
FLAT ROOF W/ BCI RAFTER EAVE DETAIL
SCALE: 1" = 1'
8
A15
8
A15
NO HEEL TRUSS EAVE DETAIL
SCALE: 1" = 1'
9
A15
9
A15
2 X 10 RAFTER EAVE DETAIL
SCALE: 1" = 1'
11
A15
11
A15
ROOF BEAM
5/4 X 8 PRIMED FASCIA
T & G CEILING
5/8" SHEETROCK
4
12
11 7/8" BCI RAFTER 24" O.C.
7/16" SHEATHING
2 X
6
R
A
F
T
E
R
T
A
I
L
11 7/8" BCI RAFTER
24" O.C.
&
2'-0"
MEMBRANE ROOFING
11 7/8" BCI RAFTER 24" O.C.
ROOF BEAM
T & G CEILING
7/16" SHEATHING
2 X 12 PRIMED FASCIA
2 X 6 WALL
1/2" SHEETROCK
R-21 INSULATION
5/4 X 8 PRIMED FASCIA
GUTTER
STRIP VENT
ENCLOSED SOFFIT
5/8" SHEETROCK
1 1/2
12
MANUFACTURED TRUSS
R-49 INSULATION
7/16" SHEATHING
5/4 X 8 PRIMED FASCIA
GUTTER
STRIP VENT
ENCLOSED SOFFIT
24" HEEL
8
12
7/16" SHEATHING
2 X 6 WALL
1/2" SHEETROCK
5/8" SHEETROCK
2
12
5/4 X 8 PRIMED FASCIA
GUTTER
STRIP VENT
ENCLOSED SOFFIT
7/16" SHEATHING
DORMER BEAM
2 X 10 RAFTER
2 X 10 RAFTER
5/4 X 8 PRIMED FASCIA
GUTTER
STRIP VENT
ENCLOSED SOFFIT
7/16" SHEATHING
2 X 10 RAFTER
STANDING SEAM METAL ROOF
STANDING SEAM METAL ROOF
STANDING SEAM METAL ROOF
STANDING SEAM METAL ROOF
STANDING SEAM METAL ROOF
2 X 6 WALL
1/2" SHEETROCK
5/8" SHEETROCK
R-49 INSULATION
R-21 INSULATION
2 X 10 RAFTER
MONO TRUSS CONNECTION TO BEARING WALL12
A15
12
A15
1" AIR GAP
R-49 INSULATION (SPRAY
FOAM RECOMMENDED)
R-49 INSULATION IS OPTIONAL
RECOMMEND SPRAY FOAM.
R-49 INSULATION IS OPTIONAL
RECOMMEND SPRAY FOAM.
REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS.
COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF
FOUNDATION/SLAB/JOISTS BLOCKOUTS.
FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR
SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND
SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR
APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION.
ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE
DESIGNED BY MANUF.
FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE
AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE
GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16"
OSB OR EQUAL.
PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST
LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO
FLOOR HOLDOWN LOCATIONS.
PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING
LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE.
ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE
CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM
CONNECTIONS.
EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE
PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE
LABELED ACCORDINGLY. IRC R317.1 & R317.2
FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND
FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED
GALVANIZED OR STAINLESS STEEL OR EQUIVALENT.
WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED
WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11
GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT
WHERE THE ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW.
RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE.
IRC R312.1.
PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS
AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF
FRAMING INSPECTION.
FRAMING NOTES
CHIEF ARCHITECT X12
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:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
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BUILDER INFO:
Wednesday, February 16, 2022
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DRAWN BY:
SCALE
DATE
4210 NAVIGATOR LANE, ANACORTES
A15
ROOF FRAMING
PLAN DETAILS
1" = 1'
3-31-21
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
TOP VIEW 33B CONNECTION
SCALE: 1" = 1'
12A
A9
12A
A9
EXTERIOR VIEW 33B CONNECTION
SCALE: 1" = 1'
12B
A9
12B
A9
INSIDE VIEW 33B CONNECTION
SCALE: 1" = 1'
12C
A9
12C
A9
33B
EXTERIOR WALL
7/16 SHEATHING
HARDI LAP SIDING
1/2" SHEETROCK
(2) 5/8 X 9" THRU BOLT
74
P
3.5"
3"
3"
33B
74P
5.5" X 13.5" GLULAM BEAM
5.5" X 12.5" GLULAM COLUMN
74P
5.5" X 12.5" GLULAM COLUMN
33B
5.5" X 13.5" GLULAM BEAM
(2) 5/8 X 9" THRU BOLT
(2) 5/8 X 9" THRU BOLT
TOP VIEW 32B CONNECTION
SCALE: 1" = 1'
13A
A9
13A
A9
EXTERIOR VIEW 32B CONNECTION
SCALE: 1" = 1'
13B
A9
13B
A9
INSIDE VIEW 32B CONNECTION
SCALE: 1" = 1'
13C
A9
13C
A9
3.5"
3"
3"
73P
74P
5.5" X 12.5" GLULAM COLUMN
33B
5.5" X 13.5" GLULAM BEAM
8" X 4" X 13.5" NOTCH
(2) 5/8 X 9" THRU BOLT
ML24Z
1" LET IN TO 28H
~ 1
9
'
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9
'
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CONNECT BOTTOM OF LTT20B W/
5/8 X 6 LAG ON EACH SIDE
VERTICAL PORTION OF STRAP
CONNECT W/ NAILS OR SCREWS
15FF @ BOT. OF
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PSQ418 EACH SIDE
MIN.
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LTT20B EACH SIDE
NAILS OR SCREWS
REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS.
COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF
FOUNDATION/SLAB/JOISTS BLOCKOUTS.
FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR
SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND
SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR
APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION.
ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE
DESIGNED BY MANUF.
FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE
AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE
GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16"
OSB OR EQUAL.
PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST
LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO
FLOOR HOLDOWN LOCATIONS.
PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING
LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE.
ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE
CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM
CONNECTIONS.
EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE
PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE
LABELED ACCORDINGLY. IRC R317.1 & R317.2
FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND
FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED
GALVANIZED OR STAINLESS STEEL OR EQUIVALENT.
WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED
WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11
GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT
WHERE THE ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW.
RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE.
IRC R312.1.
PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS
AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF
FRAMING INSPECTION.
FRAMING NOTES
CHIEF ARCHITECT X12
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1/4" = 1"
J. SYKORA
OF:
PAGE
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DRAWN BY:
SCALE
DATE
42
1
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2/17/22
Type text here
2:12
2:12
8:12
8:12
4:12
4:12
0:12
0:12
1.5:12
1.5:12
2:122:12
3:12
8:12
8:128:12
8:12
1.5:12
1.5:12 8:12 8:12
TOP DOWN VIEW
SCALE: 1/4" = 1'
MEMBRANE ROOFING
STANDING SEAM METAL
STANDING SEAM METAL
STANDING SEAM METAL
STANDING SEAM METAL
1.5:12
1.5:12
2:122:12
3:12
8:12
8:12
8:12
8:12
2:12
2:12
1.5:12
1.5:12
TOP DOWN VIEW
TOP DOWN VIEW - GARAGE
SCALE: 1/4" = 1'
STANDING SEAM METAL
STANDING SEAM METAL
STANDING SEAM METAL
CHIEF ARCHITECT X12
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
A17
ROOF OVERVIEW
4210 NAVIGATOR LANE, ANACORTES
9'
-1 1/8"
8'
-0"
9'
-6"
7'
-6"
5'
-0"
PLATE HT.
11 7/8 BCI FLOOR SYSTEM
UPPER FLOOR
RIDGE BEAM HT.
11
8
12
8
12
8
12
2
12
HEADER HT.
UPPER BEAM HT.
UPPER HEADER HT.
1111
2233
22
33
22 33 55
66
7788
1212
1414 1414
1818
GARAGE
ATTIC
GARAGE FLOOR
BUILDING SECTION # 1
SCALE: 1/4" =1'
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
BUILDING SECTION DETAILS
MANUFACTURED TRUSSES 24" O.C.
R-49 INSULATION
1515
R-21 INSULATION
5/8" SHEETROCK
1/2" SHEETROCK
RAILING TO CODE
CONCRETE PAVER DECKING
2 X 12 PT. JOIST 16" O.C.
11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C.
1 1/2" GYPCRETE SUBLFOOR
2 X 12 FACIA
ENCLOSED SOFFIT
STANDING SEAM METAL ROOF
1616
4" CONC. SLAB
1717
1818
1919
R-30 INSULATION
2 X 16 FACIA BUILD UP AT PORCH ROOF
R-49 INSULATION
EXPOSED CEILING BEAM
R-10 RIGID INSULATION
FG BATT OR BLOWN IN
2 X 12 TRIM BAND
OPTIONAL CLOSED CELL SPRAY IN FOAM
OPTIONAL CLOSED CELL SPRAY IN FOAM
OPTIONAL CLOSED CELL SPRAY IN FOAM
OPTIONAL CLOSED CELL SPRAY IN FOAM
W06-4060
W33-4036
W05-3060
D10-60100 D01 140100 - CUSTOM DOOR UNIT
D27-2668
D13-6080
W51-3060
W47-3050 W46-3050
W50-3060W52-3060
W08 126100 - CUSTOM MULLED UNIT
W35 12636 - CUSTUM MULLED UNIT W32-3036 W29 14036 - CUSTOM MULLED WINDOW UNIT
W10-36100W11-36100
W49-3050 W48-3050
10'-1 1/8"
8'
-0"
16'-8"
14'-3"
10'-1 1/8"
8'
-0"
10'-1 1/8"
8'
-0"
20'-7"
LOWER PLATE HT.
11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE
UPPER FLOOR
PLATE HT.
LOWER HEADER HT.
UPPER HEADER HT.
22
11
11
11
8
12
PLATE HT.
11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE
UPPER FLOOR
PLATE HT.
LOWER HEADER HT.
UPPER HEADER HT.
11
UPPER ROOF HT.
22
33
22 33
44
55
55
66
66
66
66
66
77
77
77
88
88
88
88
88
99
1010
12121212
14141414
1515
16161616
1717
18181818
19191919
BASEMENT FLOOR
BUILDING SECTION # 2
SCALE: 1/4" =1'
BASEMENT FLOOR
BEDROOM 3BEDROOM 2REC ROOMBEDROOM 1
MASTER BEDROOM
LIVING ROOM DINING ROOM
W06-4060
W33-4036
W05-3060
D10-60100 D01 140100 - CUSTOM DOOR UNIT
D27-2668
D13-6080
W51-3060
W47-3050 W46-3050
W50-3060W52-3060
W08 126100 - CUSTOM MULLED UNIT
W35 12636 - CUSTUM MULLED UNIT W32-3036 W29 14036 - CUSTOM MULLED WINDOW UNIT
W10-36100W11-36100
W49-3050 W48-3050
D06-3080
D02-2868
W20-3060
W19-4020 W18-4020
9'
-1 1/8"
8'
-0"
10'-1 1/8"
8'
-0"
16'-11"
10'-1 1/8"
12'-6"
10'-1 1/8"
15152
12
8
12
8
12
1 1/2
12
11
11
1111
22
33
22 33
22
33
22
33 44
44
55
55
66
66
77
77 33
88
8888
12121212
14141414
1414
16161616
1717 1717
18181818
33
BASEMENT CEILING
MAIN FLOOR
PLATE HT.
BASEMENT CEILING
11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE
MAIN FLOOR
PLATE HT.
HEADER HT.
ROOF HT.
HEADER HT.
ROOF HT.
13131313
11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE
1313
BUILDING SECTION # 3
SCALE: 1/4" =1'
LAUNDRY
BATHROOM
OFFICE
CRAWLSPACE
CRAWLSPACE
BASEMENT FLOORBASEMENT FLOOR
D06-3080
D02-2868
W20-3060
W19-4020 W18-4020
CHIEF ARCHITECT X12
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
A18
BUILDING SECTIONS
BUILDING SECTION 3
BUILDING SECTION 1 BUILDING SECTION 2
4210 NAVIGATOR LANE, ANACORTES
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
BUILDING SECTION DETAILS
MANUFACTURED TRUSSES 24" O.C.
R-49 INSULATION
1515
R-21 INSULATION
5/8" SHEETROCK
1/2" SHEETROCK
RAILING TO CODE
CONCRETE PAVER DECKING
2 X 12 PT. JOIST 16" O.C.
11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C.
1 1/2" GYPCRETE SUBLFOOR
2 X 12 FACIA
ENCLOSED SOFFIT
STANDING SEAM METAL ROOF
1616
4" CONC. SLAB
1717
1818
1919
R-30 INSULATION
2 X 16 FACIA BUILD UP AT PORCH ROOF
R-49 INSULATION
EXPOSED CEILING BEAM
R-10 RIGID INSULATION
FG BATT OR BLOWN IN
2 X 12 TRIM BAND
OPTIONAL CLOSED CELL SPRAY IN FOAM
OPTIONAL CLOSED CELL SPRAY IN FOAM
OPTIONAL CLOSED CELL SPRAY IN FOAM
OPTIONAL CLOSED CELL SPRAY IN FOAM
W16-2650
10'-1 1/8"
9'
-1 1/8"
8'
-0"
10'-9"
9'
-1 1/8"
8'
-0"
10'-9"
LOWER PLATE HT.
11 7/8 BCI FLOOR SYSTEM
WITH 1 1/2" GYPCRETE
UPPER FLOOR
UPPER PLATE HT.
ROOF HT.
UPPER HEADER HT.
11 7/8 BCI FLOOR SYSTEM
WITH 1 1/2" GYPCRETE
UPPER FLOOR
UPPER PLATE HT.
ROOF HT.
UPPER HEADER HT.
22
33
22
33
11
4455
66
66
77 88
88
1111 12121212
1414
1616
1818
44
1313 1313 1313
CRAWLSPACE
MASTER BATHROOM
CLOSET
BASEMENT FLOORBASEMENT FLOOR
BUILDING SECTION # 4
SCALE: 1/4" =1'
1313
W16-2650
W14-2626 W12-2626W13-2626
10'-1 1/8"
10'-1 1/8"
10'-0"
17'-0"
8'
-0"
10'-1 1/8"
9'
-1 1/8"
8'
-0"
17'-0"
LOWER PLATE HT.
11 7/8 BCI FLOOR SYSTEM WITH
1 1/2" GYPCRETE
UPPER FLOOR
UPPER PLATE HT.
ROOF HT.
UPPER HEADER HT.
22
33
1414
1818
LOWER HEADER HT.
LOWER PLATE HT.
11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE
UPPER FLOOR
UPPER PLATE HT.
ROOF HT.
UPPER HEADER HT.
55
11
22
33
44
44
55
55
6666
66 66 66
77
77
77
88
88
88
88
99
1010
121212121616
1313131313131313
VAULTED CEILING
BASEMENT FLOORBASEMENT FLOOR
BUILDING SECTION # 5
SCALE: 1/4" =1'
BEDROOM 1BATHCRAWLSPACE
OFFICE BATH
MASTER BEDROOM
W14-2626 W12-2626W13-2626
D15-2868
D01 140100 - CUSTOM DOOR UNIT
D12-9080D19-9080
W33-4036
W06-4060 W05-3060
W04-26100
W27-2636 W26-3636
W29 14036 - CUSTOM MULLED WINDOW UNIT
W03-36100W08 126100 - CUSTOM MULLED UNIT
W02-2828
W35 12636 - CUSTUM MULLED UNIT
D22-3080
W43-3624
W32-3036
W45-3624W44-3624
10'-1 1/8"
8'
-0"
16'-2"
10'-0"
14'-3"
PLATE HT.
11 7/8 BCI FLOOR SYSTEM
WITH 1 1/2" GYPCRETE
UPPER FLOOR
PLATE HT.
UPPER HEADER HT.
MID HEADER HT.
HEADER HT.
22
3322
33
11
11
11
11
0
12
4
12 8
12
8
12
2
12
1.5
12
44
55
55
55
66
66
66
77
77
77
88 88
77
99
1010
1212
1414
1414
1616
1717
1818
1919
66
1717
1717
1717
1212
1212
1313
BASEMENT FLOOR
BUILDING SECTION # 6
SCALE: 1/4" =1'
REC ROOM KITCHENETTE
KITCHENGREAT ROOM
D15-2868
D01 140100 - CUSTOM DOOR UNIT
D12-9080D19-9080
W33-4036
W06-4060 W05-3060
W04-26100
W27-2636 W26-3636
W29 14036 - CUSTOM MULLED WINDOW UNIT
W03-36100W08 126100 - CUSTOM MULLED UNIT
W02-2828
W35 12636 - CUSTUM MULLED UNIT
D22-3080
W43-3624
W32-3036
W45-3624W44-3624
CHIEF ARCHITECT X12
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
BUILDING SECTION 6
BUILDING SECTION 4BUILDING SECTION 5
A19
BUILDING SECTIONS
4210 NAVIGATOR LANE, ANACORTES
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
BUILDING SECTION DETAILS
MANUFACTURED TRUSSES 24" O.C.
R-49 INSULATION
1515
R-21 INSULATION
5/8" SHEETROCK
1/2" SHEETROCK
RAILING TO CODE
CONCRETE PAVER DECKING
2 X 12 PT. JOIST 16" O.C.
11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C.
1 1/2" GYPCRETE SUBLFOOR
2 X 12 FACIA
ENCLOSED SOFFIT
STANDING SEAM METAL ROOF
1616
4" CONC. SLAB
1717
1818
1919
R-30 INSULATION
2 X 16 FACIA BUILD UP AT PORCH ROOF
R-49 INSULATION
EXPOSED CEILING BEAM
R-10 RIGID INSULATION
FG BATT OR BLOWN IN
2 X 12 TRIM BAND
OPTIONAL CLOSED CELL SPRAY IN FOAM
OPTIONAL CLOSED CELL SPRAY IN FOAM
OPTIONAL CLOSED CELL SPRAY IN FOAM
OPTIONAL CLOSED CELL SPRAY IN FOAM
W48-3050W49-3050
D15-2868
D01 140100 - CUSTOM DOOR UNIT
D12-9080D19-9080
W05-3060
W04-26100
W27-2636 W26-3636
W29 14036 - CUSTOM MULLED WINDOW UNIT
W03-36100
W02-2828
D20-9080
D22-3080
W43-3624
W32-3036
W45-3624W44-3624
10'-1 1/8"
8'
-0"
16'-0"
10'-0"
14'-3"
PLATE HT.
11 7/8 BCI FLOOR SYSTEM
WITH 1 1/2" GYPCRETE
UPPER FLOOR
PLATE HT.
UPPER HEADER HT.
MID HEADER HT.
HEADER HT.
22
3322
33
11
11
11
0
12
4
12 8
12
8
12
2
12
1.5
12
44
55
55
55
66
66
66
66
22
33
77
77
77
88
88 88
77
99
1010
1212 1212
1414
1414
1414
1616
1717
1818
1919
77
1717
1717
1717 1717
1212
1212
MEMBRANE ROOFING
1313 1313
BASEMENT FLOOR
BUILDING SECTION # 7
SCALE: 1/4" =1'
BEDROOM 2 HALL
ENTRYKITCHENDINING ROOM
W48-3050W49-3050
D15-2868
D01 140100 - CUSTOM DOOR UNIT
D12-9080D19-9080
W05-3060
W04-26100
W27-2636 W26-3636
W29 14036 - CUSTOM MULLED WINDOW UNIT
W03-36100
W02-2828
D20-9080
D22-3080
W43-3624
W32-3036
W45-3624W44-3624
D13-6080
W52-3060
W47-3050 W48-3050W46-3050
W51-3060W50-3060
W49-3050
D10-60100D01 140100 - CUSTOM DOOR UNIT
W33-4036
W06-4060W05-3060
W10-36100
W29 14036 - CUSTOM MULLED WINDOW UNIT
W11-36100W08 126100 - CUSTOM MULLED UNIT
W35 12636 - CUSTUM MULLED UNIT
W15-5050
W32-3036
10'-1 1/8"
8'
-0"
8'
-3 5/8"
24'-11 5/8"
16'-0"
33'-3 1/4"
10'-1 1/8"
14'-3"
BASEMENT FLOOR
PLATE HT.
HEIGHT RESTRICTION
14 1/8" FLOOR SYSTEM
MAIN FLOOR
PLATE HT.
WINDOW HEADERS
94.0'
83.0' +/-
PLATE HT.
APPROX.
116.0'
AVG. OF EXISTING GRADE
8BSW8BSW
8ASW8ASW
9BSW9BSW
9ASW9ASW
10BSW10BSW
10ASW10ASW
74P74P73P73P
72P72P
72P72P
25H25H 25H25H
27H27H
28H28H
26H26H
27H27H
31B31B
72P72P
72P72P
WINDOW HEADERS
WINDOW HEADERS
D13-6080
W52-3060
W47-3050 W48-3050W46-3050
W51-3060W50-3060
W49-3050
D10-60100D01 140100 - CUSTOM DOOR UNIT
W33-4036
W06-4060W05-3060
W10-36100
W29 14036 - CUSTOM MULLED WINDOW UNIT
W11-36100W08 126100 - CUSTOM MULLED UNIT
W35 12636 - CUSTUM MULLED UNIT
W15-5050
W32-3036
CHIEF ARCHITECT X12
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
4210 NAVIGATOR LANE, ANACORTES
A20
BUILDING SECTIONS
BUILDING SECTION 7
SHEARWALL AND VERTICAL BEAMS
D01 140100 - CUSTOM DOOR UNIT D10-60100
D13-6080
W33-4036
W05-3060
W11-36100W10-36100
W29 14036 - CUSTOM MULLED WINDOW UNIT
W08 126100 - CUSTOM MULLED UNIT
W35 12636 - CUSTUM MULLED UNIT
W15-5050
W32-3036
W51-3060
W49-3050W47-3050
W52-3060W50-3060
W46-3050 W48-3050
W06-4060
8'
-0"
10'-1 1/8"
14'-3"
10'-1 1/8"
8'
-1 1/8"
25'-0 5/8"
16'-0"
22'-0"
NORTH ELEVATION
SCALE: 1/4" = 1'
BASEMENT FLOOR
PLATE HT.
HEIGHT RESTRICTION
14 1/8" FLOOR SYSTEM
MAIN FLOOR
PLATE HT.
WINDOW HEADERS
94.0'
83.0' +/-
AVG. OF EXISTING GRADE
PLATE HT.
APPROX.
116.0'
11
22
22
22
22
33
33
33
33
44
44
4444
44
11
11
11
11
55
77
7777
77
88
88
88
77
1010
11111111
1212 1212
8
12
1 1/2
12
8
12
D01 140100 - CUSTOM DOOR UNIT D10-60100
D13-6080
W33-4036
W05-3060
W11-36100W10-36100
W29 14036 - CUSTOM MULLED WINDOW UNIT
W08 126100 - CUSTOM MULLED UNIT
W35 12636 - CUSTUM MULLED UNIT
W15-5050
W32-3036
W51-3060
W49-3050W47-3050
W52-3060W50-3060
W46-3050 W48-3050
W06-4060
D01 140100 - CUSTOM DOOR UNIT
D08-3080
W33-4036W27-2636
W05-3060
W03-36100
W29 14036 - CUSTOM MULLED WINDOW UNIT
W26-3636
W04-26100
W32-3036
W49-3050W47-3050W46-3050 W48-3050
W06-4060
8'
-0"
10'-1 1/8"
14'-3"
10'-1 1/8"
8'
-1 1/8"
25'-0 5/8"
16'-0"
22'-0"
25'-0 5/8"
BASEMENT FLOOR
PLATE HT.
HEIGHT RESTRICTION
14 1/8" FLOOR SYSTEM
MAIN FLOOR
PLATE HT.
WINDOW HEADERS
94.0'
83.0' +/-
AVG. OF EXISTING GRADE
PLATE HT.
APPROX.
BUILDING HEIGHT
116.0'
HEIGHT RESTRICTION
AVG. OF EXISTING GRADE
EAST ELEVATION
SCALE: 1/4" = 1'
1.5
12
4
12
2
12
11
11
11
22
22
22
2233
33
33
44
44
44
4455 5555
77
77
77
77
77
77
88
99
1111
1212
D01 140100 - CUSTOM DOOR UNIT
D08-3080
W33-4036W27-2636
W05-3060
W03-36100
W29 14036 - CUSTOM MULLED WINDOW UNIT
W26-3636
W04-26100
W32-3036
W49-3050W47-3050W46-3050 W48-3050
W06-4060
EXTERIOR DETAILS
CULTURED STONE. TYPE AND COLOR
TO BE DETERMINED.
CONTINUOUS ALUMINUM GUTTERS.
36" GLASS RAILING
ENCLOSED HARDI-SOFFIT (VENTED)
HARDI PLANK SIDING INSTALLED WITH 7"
EXPOSURE
STANDING SEAM METAL ROOFING.
5/4" X 8" FASCIA
24 X 24 CONCRETE PAVERS
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
TYPICAL DOWNSPOUT
EXPOSED GLU-LAM BEAM. NATURAL
FINISH.
HORIZ. CEDAR SHINGLE SIDING WITH 6"
EXPOSURE
RETAINING WALL - LANDSCAPE BLOCK OR
ROCKERY
5/4" X 12 TRIM BAND
1717
HARDI PLANK SIDING INSTALLED WITH 5"
EXPOSURE
1818
1919
CHIEF ARCHITECT X12
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
NORTH ELEVATION
EAST ELEVATION
A21
EXTERIOR
ELEVATIONS
4210 NAVIGATOR LANE, ANACORTES
D07-3080
W19-4020
W01-2670W25-4070W24-4070
W20-3060
W18-4020W17-4020
W39-3626W37-3626 W38-3626 W40-3626
9'
-1 1/8"
25'-0 5/8"
20'-0"
8'
-0"
SOUTH ELEVATION
SCALE: 1/4" = 1'
8
12
1.5
12
8
12
11
99
99
88
88
77
77
77
1313
22
22
22
33
33
3344
66
PLATE HT.
HEIGHT RESTRICTION
14 1/8" FLOOR SYSTEM
GARAGE FLOOR
PLATE HT.
96.0'
AVG. OF EXISTING GRADE
BUILDING HEIGHT 116.0'
HEADERS
94.0'
D07-3080
W19-4020
W01-2670W25-4070W24-4070
W20-3060
W18-4020W17-4020
W39-3626W37-3626 W38-3626 W40-3626
D13-6080
D12-9080D19-9080
W14-2626W13-2626W12-2626
W08 126100 - CUSTOM MULLED UNIT
W16-2650
W35 12636 - CUSTUM MULLED UNIT
D20-9080
D22-3080
W43-3624 W45-3624W44-3624
8'
-0"
10'-1 1/8"
4'
-3 9/16"
1'
-10 7/16"
8'
-0"
10'-1 1/8"
8'
-2 11/16"
25'-0 5/8"
16'-0"
22'-0"
25'-0 5/8"
9'
-1 1/8"
8'
-0"
25'-0 5/8"
20'-0"
1'-2 1/8"
BASEMENT FLOOR
PLATE HT.
HEIGHT RESTRICTION
14 1/8" FLOOR SYSTEM
MAIN FLOOR
PLATE HT.
HEADERS
WINDOW HEADERS
94.0'
83.0' +/-
AVG. OF EXISTING GRADE
PLATE HT.
WEST ELEVATION
SCALE: 1/4" = 1'
APPROX.
AVG. OF EXISTING GRADE
BUILDING HEIGHT
116.0'
PLATE HT.
HEIGHT RESTRICTION
14 1/8" FLOOR SYSTEM
GARAGE FLOOR
PLATE HT.
HEADERS
96.0'
AVG. OF EXISTING GRADE
BUILDING HEIGHT 116.0'
WINDOW HEADERS
1.5
12
4
12
11
11
11
11
22
22
22
33
33
33
44
44
44 55
77
77
77
77
77
88
88
99
99
11111111
12121212
WINDOW HEADERS
D13-6080
D12-9080D19-9080
W14-2626W13-2626W12-2626
W08 126100 - CUSTOM MULLED UNIT
W16-2650
W35 12636 - CUSTUM MULLED UNIT
D20-9080
D22-3080
W43-3624 W45-3624W44-3624
EXTERIOR DETAILS
CULTURED STONE. TYPE AND COLOR
TO BE DETERMINED.
CONTINUOUS ALUMINUM GUTTERS.
36" GLASS RAILING
ENCLOSED HARDI-SOFFIT (VENTED)
HARDI PLANK SIDING INSTALLED WITH 7"
EXPOSURE
STANDING SEAM METAL ROOFING.
5/4" X 8" FASCIA
24 X 24 CONCRETE PAVERS
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
TYPICAL DOWNSPOUT
EXPOSED GLU-LAM BEAM. NATURAL
FINISH.
HORIZ. CEDAR SHINGLE SIDING WITH 6"
EXPOSURE
RETAINING WALL - LANDSCAPE BLOCK OR
ROCKERY
5/4" X 12 TRIM BAND
1717
HARDI PLANK SIDING INSTALLED WITH 5"
EXPOSURE
1818
1919
W22-4020 W23-4020
W21-3060
11
88
77
EAST ELEVATION @ ENTRY
SCALE: 1/4" = 1'
W22-4020 W23-4020
W21-3060
W02-2828
D22-3080
WEST ELEVATION @ ENTRY
SCALE: 1/4" = 1'
W02-2828
D22-3080
W41-3626 W42-3626W39-3626 W40-3626W38-3626W37-3626
SOUTH ELEVATION - DORMER
SCALE: 1/4" = 1'
W41-3626 W42-3626W39-3626 W40-3626W38-3626W37-3626
CHIEF ARCHITECT X12
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
PAGE
:
BUILDER INFO:
Wednesday, February 16, 2022
PRINTED:
HUMERICKHOUSE
RESIDENCE
FILE:
C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout -
Blueprint FINAL.layout
DRAWN BY:
SCALE
DATE
SOUTH ELEVATION
WEST ELEVATION
A22
EXTERIOR
ELEVATIONS
4210 NAVIGATOR LANE, ANACORTES
SHEARWALL INFORMATION BASEMENT
SCALE: 1/4" = 1'
17HD
17HD
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
2PW
W
17HD
18HD
18HD
8BSW
9BSW
10BSW
NO SHEATHING
SPLICE
TRUSS, RAFTER
OR JOIST
CEILING
SHEATHING
SPLICE
TRUSS, RAFTER
OR JOIST
CEILING
A34 OPTIONLTP4 OPTION
SHEATHING SPLICE
NO SHEATHING SPLICE
SHEARWALL TOP CONNECTION
PARALLEL FRAMING
TRUSS OR RAFTER
TRUSS OR RAFTER
SHEARWALL TOP CONNECTION
PERPENDICULAR FRAMING
H1 OR H2.5 OPTION
SDWC15600 OPTION
OR
SHEARWALL TOP & BOTTOM CONNECTIONS
JOIST W/ SHEATHING OVER RIM JOIST
SHEARWALL
NO
SHEATHING
SPLICE
JOIST
NOT TO SCALE
TRUSS HEEL
SHEATHING SPLICE
H2.5 OPTION
SDWC15600 OPTION
OR
ROOF NAILING
CONT. BLOCKING
REQ'D ONLY IF SHEATHING
IS SPLICED
@ TRUSS TO TOP PLATE
TALL HEEL TRUSS
IF SHEATHING SPLICED
HERE, USE H2.5 OR
SDWC15600
D2D2D1 D1
TRUSS HEEL
SHEATHING STOPS AT PLATE
H2.5 OPTION
SDWC15600 OPTION
OR
ROOF NAILING
REQ'D ONLY IF SHEATHING
IS SPLICED
@ TRUSS TO TOP PLATE
TALL HEEL TRUSS
SHEATHING STOPS HERE
JOIST W/ SHEATHING STOPS AT RIM JOIST
SHEARWALL
SHEATHING STOPS
OR SPLICED HERE.
JOIST
SDWC15600 OPTION
H2.5 OPTIONTOP OF
SHEARWALL BOTTOM
CONNECTION AT FRAMED FLOORD3D3
WALL, BEAM, OR FOUNDATION
JOIST
WALL SHEATHING
STOPS HERE
BOTTOM OF SHEARWALL
PER PLAN
NAIL OR SDS PER
SHEARWALL TABLE
WALL, BEAM, OR FOUNDATION
JOIST
NO WALL SHEATHING
STOPS HERE
BOTTOM OF SHEARWALL
PER PLAN
CODE MIN. NAILING
JOIST W/ SHEATHING STOPS AT RIM JOIST
JOIST W/ SHEATHING OVER RIM JOIST
CONT. BLOCKING
TRUSS BLOCK OR
RIM OR CONT. BLOCKING
CHIEF ARCHITECT X12
TH
E
I
N
F
O
R
M
A
T
I
O
N
,
P
L
A
N
S
,
D
E
S
I
G
N
S
,
N
O
T
E
S
A
N
D
A
R
R
A
N
G
E
M
E
N
T
S
S
H
O
W
N
O
N
T
H
I
S
D
R
A
W
I
N
G
A
R
E
C
O
N
F
I
D
E
N
T
I
A
L
AN
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
I
N
W
H
O
L
E
O
R
I
N
P
A
R
T
W
I
T
H
O
U
T
T
H
E
E
X
P
R
E
S
S
W
R
I
T
T
E
N
P
E
R
M
I
S
S
I
O
N
O
F
ST
R
A
N
D
B
E
R
G
C
O
N
S
T
R
U
C
T
I
O
N
I
N
C
.
D
R
A
W
I
N
G
S
N
O
T
E
D
A
S
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PRINTED:
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RESIDENCE
FILE:
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Blueprint FINAL.layout
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SHEARWALL INFO
4210 NAVIGATOR LANE, ANACORTES
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SHEARWALL INFORMATION MAIN FLOOR
SCALE: 1/4" = 1'
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GENERAL NOTES
BASIS OF DESIGN – APPLICABLE CODES:
CODE. THE DESIGNS HEREIN ARE PREPARED IN ACCORDANCE
WITH THE 2018 IBC. CONSTRUCTION SHALL CONFORM WITH
THE MOST RECENT BUILDING CODE ADOPTED BY THE
APPROVING JURISDICTION.
CALCULATIONS. THE CALCULATIONS INCLUDED HEREIN ARE
ONLY THOSE REQUIRED TO ENSURE COMPLIANCE WITH
CODE. WE DO NOT INTEND TO COMPUTE EVERY STRUCTURAL
ELEMENT NOR EVERY LOAD COMBINATION. MUCH OF OUR
ANALYSIS IS “BI” (BY INSPECTION.)
LIMITED SCOPE OF CONSULTANT’S WORK:
CONSULTANT. THE CONSULTANT IN RESPONSIBLE CHARGE
OF THE WORK INDICATED HEREIN IS TIM K. GARRISON, P.E.,
DOING BUSINESS AS CONSTRUCTIONCALC, INC., HEREAFTER
INDICATED AS “CCI.”
SCOPE OF CONSULTANT’S WORK. THE SCOPE OF WORK OF
CCI IS LIMITED TO STRUCTURAL ANALYSIS OF A NEW SINGLE-
FAMILY RESIDENCE. CCI TAKES RESPONSIBILITY ONLY FOR
ITEMS SPECIFICALLY ADDRESSED IN OUR DRAWINGS AND
CALCULATIONS. CONSTRUCTED ITEMS NOT SPECIFICALLY
ADDRESSED HEREIN SHALL BE BUILT PER MINIMUM CODE.
LOADS
FOLLOWING ARE THE LOADS USED FOR THE SUBJECT DESIGN
/ ANALYSIS:
O ROOF LIVE: 20 PSF.
O ROOF + CEILING DEAD: 15 PSF
O ROOF SNOW: 25 PSF
O FLOOR LIVE: 40 PSF
O FLOOR DEAD, HOUSE, 1.5” GYPCRETE: 28 PSF
O FLOOR DEAD, ATTIC OVER GARAGE: 15 PSF
O STAIRS AND EXITS, RESIDENTIAL, LIVE: 40 PSF
O DECK LIVE: 60 PSF
O DECK DEAD, 2” CONC PAVERS: 32 PSF.
O EXTERIOR WALL DEAD: 10 PSF
O INTERIOR WALL DEAD: 7 PSF
O SEISMIC FACTORS: SS= 1.145, S1= 0.407
O SEISMIC DES CATEGORY: “D”
O WIND EXPOSURE ‘D’, 3-SEC GUST: 110 MPH.
O ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 2,000
PSF.
SINGLE PROJECT:SINGLE PROJECT:
THE CALCULATIONS, DRAWINGS, NOTES, SPECIFICATIONS,
AND / OR TABLES PREPARED BY CCI ARE VALID ONLY FOR
THE PROJECT INDICATED HEREIN. THESE DOCUMENTS ARE
NOT VALID, ARE NOT APPLICABLE TO, AND SHALL NOT BE
USED FOR ANY OTHER PROJECT AT ANY OTHER LOCATION.
COMPETENT CONSTRUCTION PERSONNEL / SAFETY:
ONLY COMPETENT PERSONNEL FAMILIAR WITH
CONSTRUCTION AND SAFETY PRACTICES GERMANE TO THE
PROJECT SHOWN HEREIN SHOULD BE EMPLOYED TO
ASSEMBLE AND CONSTRUCT THE WORK.
CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL
OSHA AND STATE LABOR AND INDUSTRIES STANDARDS.
CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO
CONSTRUCTION METHODS USED, SAFETY PROVISIONS
EMPLOYED, AND THE FINISHED AS-BUILT CONDITION OF THE
STRUCTURE AND RELATED SYSTEMS.
MATERIALS AND METHODS:
PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH
MANUFACTURER’S REQUIREMENTS AND RECOMMENDATIONS.
IT IS THE CONTRACTOR’S RESPONSIBILITY TO ENSURE ALL
FIELD PERSONNEL UNDERSTAND AND ADHERE TO THIS.
TEMPORARY SUPPORT AND BRACING:
GENERAL. PROVIDE ADEQUATE TEMPORARY SUPPORT TO ALL
WALLS, ROOFS, BEAMS, COLUMNS, AND FLOORS DURING
CONSTRUCTION. DESIGN OF SAME IS NOT INCLUDED HEREIN.
CONTRACTOR OR OWNER SHOULD CHECK ALL TEMPORARY-
SUPPORTING DEVICES WITH A QUALIFIED PERSON.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY
OF ALL TEMPORARY AND/OR PERMANENT SUPPORT
SYSTEMS.
RETAINING WALLS. DO NOT BACKFILL AGAINST RETAINING
WALLS UNTIL CONCRETE HAS CURED TO AT LEAST 2,500 PSI
(OKAY TO USE HIGH EARLY STRENGTH ADMIXTURES OR
ADDITIONAL CEMENT IN THE MIX TO ACHIEVE THIS). FOR
RETAINING WALLS THAT ARE TO BE CONNECTED AT THEIR
TOP TO HORIZONTAL FLOOR DIAPHRAGMS, DO NOT BACKFILL
AGAINST THE RETAINING WALL UNTIL SUCH HORIZONTAL
DIAPHRAGMS ARE IN PLACE AND PROPERLY CONNECTED TO
THE RETAINING WALL.
FOUNDATIONS / CONCRETE
GEOTECHNICAL REPORT: CCI IS NOT AWARE OF A GEOTECHNICAL REPORT FOR THIS PROJECT. CCI
STRONGLY RECOMMENDS THAT A GEOTECHNICAL REPORT BE PERFORMED BY A QUALIFIED
GEOTECHNICAL ENGINEER FOR ALL CONSTRUCTION PROJECTS. SOILS ANALYSIS AND GEOTECHNICAL
ENGINEERING ARE NOT A SPECIALTY OF CCI. CCI DEPENDS ON OTHERS FOR THE PROVISION OF SOILS
DATA, WHICH INCLUDES BUT IS NOT LIMITED TO: ALLOWABLE BEARING CAPACITY, LIQUEFACTION
POTENTIAL, SLOPE STABILITY, ACTIVE AND PASSIVE LATERAL PRESSURES, INTERNAL FRICTION ANGLE,
AND COHESION. IN THE ABSENCE OF A GEOTECHNICAL REPORT CCI WILL MAKE ASSUMPTIONS
REGARDING SOIL PARAMETERS, HOWEVER, CCI TAKES NO RESPONSIBILITY OR LIABILITY FOR FUTURE
SETTLEMENT, OR DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR FAILURE OF ANY KIND.
STRUCTURAL FILL: “STRUCTURAL FILL” SHALL BE GRANULAR MATERIAL CONFORMING TO LOCAL OR
STATE HIGHWAY SPECIFICATIONS FOR IMPORTED ROAD BASE OR SUB BASE; OR USE SAND OR OTHER
CLEAN GRANULAR MATERIALS NO LARGER THAN PEA GRAVEL. ALL STRUCTURAL FILL MUST BE
COMPACTED PER THE FOLLOWING SECTION.
COMPACTION: PLACE ALL FILL MATERIALS IN LIFTS NOT EXCEEDING 8-INCHES. COMPACT USING
MECHANICAL (VIBRATORY OR IMPACT) METHODS. IN PAVED AREAS AND UNDER STRUCTURES, USE
STRUCTURAL BACKFILL COMPACTED TO 95% RELATIVE COMPACTION. IN NON-PAVED OR NON-FOOTING
AREAS USE STRUCTURAL BACKFILL OR NATIVE BACKFILL MINUS ROCKS, LUMPS, AND ORGANIC
MATTER, COMPACTED TO 92% RELATIVE COMPACTION.
WHERE PIPES ENTER AND EXIT STRUCTURES (DISTRIBUTION BOXES, UTILITY BOXES, CATCH BASINS,
MANHOLES, ETC.) USE STRUCTURAL FILL AROUND THE STRUCTURE. CAREFULLY PLACE AND COMPACT
TO 95% RELATIVE COMPACTION UNDER AND AROUND ALL PIPES.
WHEN ROOTS, ROCKS, OR OTHER UNDESIRABLE MATERIALS CAUSE OVER-EXCAVATION, FILL OVER-
EXCAVATION AND COMPACT PER THE ABOVE.
FOUNDATIONS, FOOTINGS ON SOIL: ALL FOOTINGS AND FOUNDATIONS TO BEAR ON UNDISTURBED
EXISTING SOIL OR STRUCTURAL FILL. ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH FOOTINGS
AND FOUNDATIONS TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL. BOTTOM OF FOOTINGS
TO BE BELOW LOCALLY PRESCRIBED FROST ZONE, NOT LESS THAN 12".
FOUNDATIONS, FOOTINGS ON ROCK: WHERE FOOTINGS BEAR ON ROCK, CLEAN THE ROCK FREE OF
LOOSE ROCK, DIRT, MOSS, DEBRIS, OR OTHER DELETERIOUS SUBSTANCES. PRESSURE WASH AS
NECESSARY. USE BONDING AGENT PRIOR TO POURING CONCRETE ON ROCK. WHERE ROCK IS SLOPED
LESS THAN 4:1 (14-DEGREES), NO DOWELS INTO ROCK ARE NECESSARY.
WHERE ROCK IS SLOPED 4:1 (14-DEGREES) OR GREATER (UP TO 45-DEGREES MAX), USE #4 X 18” LONG
DOWELS ROTOHAMMERED MIN., 8” INTO SOLID ROCK. ROTOHAMMERED HOLES TO BE ½” DIAMETER,
PERPENDICULAR TO FACE OF ROCK. NO EPOXY IS NECESSARY. DOWELS TO BE LOCATED AS FOLLOWS:
O FOR CONTINUOUS FOOTINGS, USE DOWEL WITHIN 6” OF ENDS, CORNERS, AND INTERSECTIONS
AND AT 36” OC MAX SPACING. DOWELS TO BE CENTERED ON STEMWALL.
O FOR PAD FOOTINGS LARGER THAN 12” SQUARE OR ROUND, USE THREE DOWELS SPACED 8” APART,
CENTERED ON FOOTING. IF DOWEL IS TOO LONG TO FIT IN FOOTING, BEND AS NECESSARY TO
PROVIDE 2” COVER AT TOP AND / OR SIDE(S).
O FOR PAD FOOTINGS EQUAL OR SMALLER THAN 12” SQUARE OR ROUND, USE TWO DOWELS SPACED
6” APART, CENTERED ON FOOTING. IF DOWEL IS TOO LONG TO FIT IN FOOTING, BEND AS NECESSARY
TO PROVIDE 2” COVER AT TOP AND / OR SIDE(S).
SLABS ON GRADE. SUBGRADE BELOW SLABS SHALL BE SIMILAR TO THE ABOVE. A LAYER OF FREE
DRAINING MATERIAL AND A SUITABLE VAPOR BARRIER (DESIGNED BY OTHERS) ARE RECOMMENDED
FOR ALL INTERIOR SLABS.
FOOTING DRAINS. FOOTING DRAINS, WITH WASHED DRAIN ROCK OR MIRA DRAIN OR EQUIVALENT
EXTENDING TO FINISHED GRADE, SHALL BE PROVIDED AT THE BASE OF ALL FOOTINGS AND RETAINING
WALLS WHICH WILL HAVE EARTH PLACED AGAINST THEM. FOOTING DRAINS SHALL BE 4” PERFORATED
PIPE ROUTED DOWNGRADIENT TO DAYLIGHT, UNLESS OTHERWISE SPECIFIED.
STANDARD CONCRETE:STANDARD CONCRETE:
STANDARD CONCRETE. CONCRETE FOR FOOTINGS, SLABS, AND WALLS SHALL ATTAIN A MINIMUM 28
DAY STRENGTH OF F'C = 2,500 PSI UNLESS OTHERWISE NOTED ON PLANS. MINIMUM CEMENT CONTENT
= 5 SACKS PER CUBIC YARD. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. ALL MATERIALS SHALL BE
IN ACCORDANCE WITH ACI 318, LATEST EDITION. MIXING AND PLACING OF ALL CONCRETE TO BE IN
ACCORDANCE WITH IBC AND ACI 304, LATEST EDITION.
ADMIXTURES. INDUSTRY RECOGNIZED AND APPROVED ADMIXTURES AFFECTING SET TIME,
FLOWABILITY, AND / OR WATERPROOFING MAY BE USED PROVIDED THE STRENGTH AND DURABILITY
OF THE CONCRETE IS NOT ADVERSELY AFFECTED.
AIR ENTRAINMENT. PROVIDE 5% AIR ENTRAINING IN ALL CONCRETE EXPOSED TO THE EARTH OR
WEATHER.
FLY ASH. HIGH QUALITY FLY ASH OR OTHER NATURAL POZZOLAN MAY BE USED IN ACCORDANCE WITH
ASTM C618 WITH A CORRESPONDING REDUCTION IN CEMENT CONTENT. ANY SUCH CONCRETE SHALL
OBTAIN AT LEAST THE STRENGTH AND DURABILITY CHARACTERISTICS AS STANDARD CONCRETE
LISTED ABOVE.
CONCRETE REINFORCING:CONCRETE REINFORCING:
STRENGTH: STANDARD FOOTINGS, STEM WALLS, SLABS ON GRADE. REINFORCING BARS (REBAR) FOR
STANDARD FOOTINGS, STEM WALLS, AND SLABS ON GRADE SHALL BE GRADE 40 (FY = 40 KSI) OR
BETTER, UNLESS OTHERWISE SPECIFIED IN THE PLANS.
STRENGTH: RETAINING WALLS AND OTHER STRUCTURAL ELEMENTS. REINFORCING BARS (REBAR)
FOR RETAINING WALLS RETAINING MORE THAN 4-FEET OF SOIL AND THEIR FOOTINGS, AND FOR
STRUCTURAL BEAMS, STRUCTURAL COLUMNS AND THE LIKE SHALL BE GRADE 60 (FY = 60 KSI) UNLESS
OTHERWISE SPECIFIED IN THE PLANS.
SPLICING, BENDING. ALL REINFORCING SHALL BE SPLICED, DETAILED, BENT, AND SUPPORTED IN
ACCORDANCE WITH THE MOST RECENT ACI CODE ADOPTED BY THE JURISDICTION.
WELDED WIRE FABRIC. UNLESS OTHERWISE SPECIFIED, WELDED WIRE FABRIC (WWF) SHALL BE W2.9,
6”X6” (6 GA.), ASTM A-185. SPLICE BY LAPPING ONE MESH +2" ALL SIDES.
COVER. PROVIDE THE FOLLOWING MINIMUM COVER:
FOOTINGS AND OTHER UNFORMED SURFACES, DISTANCE FROM THE BAR TO EARTH FACE...3"
FORMED SURFACES IN DIRECT CONTACT WITH EARTH ......2"
SURFACES EXPOSED TO WEATHER........................1-1/2”
FOR SLABS ON GRADE, CENTER THE REINFORCEMENT IN THE SLAB UNLESS OTHERWISE SPECIFIED.
BOLTS AND DOWELS IN CURED CONCRETE:BOLTS AND DOWELS IN CURED CONCRETE:
GENERAL. THIS SECTION SHALL APPLY TO BOLTS AND DOWELS INSTALLED IN CURED CONCRETE
USING ROTOHAMMER TECHNIQUES. MINIMUM CONCRETE EMBEDMENT = 4-INCHES UNLESS OTHERWISE
SPECIFIED. MINIMUM DISTANCE TO ANY EDGE OR END OF CONCRETE = 3” FROM HOLE CENTERLINE
UNLESS OTHERWISE SPECIFIED.
EXISTING REINFORCING. IT IS IMPORTANT THAT NO EXISTING REBARS ARE DRILLED OR CUT DURING
ROTOHAMMER OPERATIONS. LOCATION OF EXISTING REINFORCING BARS MAY BE BY NON-
DESTRUCTIVE METHODS (PACHOMETER, RADAR, OR SIMILAR).
WASHERS. USE 3”X3”X.229” WASHERS ON ALL WOOD MUD SILL ANCHOR BOLTS. SUCH WASHERS MAY
BE SLOTTED, WITH PLATE WASHER UNDER THE NUT AS ALLOWED BY THE IBC. AT NON-MUD SILL
LOCATIONS, SMALLER WASHERS MAY BE USED. USE A STEEL PLATE OR MALLEABLE IRON WASHER
UNDER NUTS AND THE HEADS OF ALL BOLTS THAT CONNECT WOOD.
NON-EPOXY SYSTEMS. USE SIMPSON TITEN HD WHERE SHOWN IN THE PLANS. THESE ANCHORS MAY
BE USED TO RESIST TENSION LOADS AND SHEAR LOADS. INSTALL PER MANUFACTURER’S
RECOMMENDATIONS.
EPOXY SYSTEMS. FOR BOLTS, USE SIMPSON EPOXY-TIE BOLT SYSTEM WITH ET-HP OR SET HIGH
STRENGTH EPOXY, WITH ZINC PLATED, A307 ‘ALL-THREAD’ BOLTS AS SHOWN IN THE SKETCHES. FOR
DOWELS, USE ET-HP OR SET HIGH STRENGTH EPOXY AND REBAR AS SPECIFIED ON THE PLANS AND
CALLOUTS. DRILLING OF HOLES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH EPOXY
MANUFACTURER’S RECOMMENDATION.
CONVENTIONAL WOOD FRAMING
GENERAL CONSTRUCTION: PREDRILL ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. CONNECT ALL
WOOD MEMBERS PER THE PLANS AND APPLICABLE BUILDING CODE. WHERE STRUCTURAL PLANS DO NOT
SPECIFICALLY ADDRESS A STRUCTURAL ELEMENT, CONSTRUCT SAID ELEMENT PER MINIMUM BUILDING
CODE.
FRAMING MATERIAL. ALL SAWN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS, AND COLUMNS, SHALL BE
SPRUCE PINE FIR, HEM FIR, OR DOUGLAS FIR - LARCH, NUMBER 2 OR BETTER, UNLESS OTHERWISE SHOWN.
ALL SAWN WOOD SHALL HAVE MOISTURE CONTENT LESS THAN 25%.
STUDS. STUDS IN EXTERIOR WALLS SHALL BE A SINGLE MEMBER (NOT SPLICED NOR DISCONTINUOUS) FROM
HORIZONTAL DIAPHRAGM TO HORIZONTAL DIAPHRAGM (HORIZONTAL DIAPHRAGMS ARE ROOFS AND FLOORS
THAT CONNECT TO EXTERIOR WALLS.) USE BALLOON FRAMING AT STAIRWELLS, OPENINGS IN FLOOR
DIAPHRAGMS, ETC. STUD SIZE, MATERIAL, AND MAXIMUM LENGTH BETWEEN DIAPHRAGMS IS SHOWN IN
SHEAR WALL TABLE.
BEAMS AND POSTS. ALL SAWN STRUCTURAL BEAMS, HEADERS, AND POSTS SHALL BE DOUG FIR LARCH NO 2
OR BETTER, EXCEPT WHERE EXPOSED TO WEATHER AND SPECIFIED AS PT (PRESSURE TREATED) MAY BE
HEM FIR NO. 2 OR BETTER. GLULAMS, PSLS, LVLS, ETC. SHALL BE PER PREFABRICATED WOOD PRODUCTS
SECTION BELOW.
NAILS: NAILS CALLED OUT HEREIN ARE “COMMON” SIZES, I.E. 16D, 12D, 10D, 8D. SMALLER DIAMETER, SIMILAR
LENGTH NAIL GUN NAILS MAY BE SUBSTITUTED PROVIDED 50% MORE NAILS ARE USED. FOR EXAMPLE IF 8,
16D ARE CALLED OUT, THE NUMBER OF SIMILAR LENGTH .131 DIAMETER NAIL GUN NAILS REQUIRED IS 8*1.5 =
12. AS ANOTHER EXAMPLE IF 16D NAILS ARE CALLED OUT AT 4” SPACING, THE SPACING OF SIMILAR LENGTH,
NARROWER NAIL GUN NAILS SHALL BE 4/1.5 = 2.7”.
SHEAR WALLS: WALLS CALLED OUT AS SHEAR WALLS ON THE PLAN SHALL BE CONSTRUCTED PER THE
STRUCTURAL SHEAR WALL TABLE HEREIN USING MATERIALS DESIGNATED FOR LATERAL LOAD RESISTANCE
BY NATIONALLY-APPROVED MANUFACTURERS. ALL SHEAR WALLS MUST BE POSITIVELY CONNECTED AT TOP
AND BOTTOM TO DIAPHRAGMS. WALLS NOT SPECIFICALLY CALLED OUT, OR LABLED “NS” ARE NOT INTENDED
AS SHEAR WALLS AND SHALL BE BUILT PER MINIMUM CODE.
SHEATHING. “PW” WALLS, USE PLYWOOD OR OSB, MINIMUM THICKNESS AND NAILING AS INDICATED IN SHEAR
WALL TABLE, ORIENTED EITHER DIRECTION. “GW” WALLS ARE DRYWALL SHEAR WALLS, USE PER SHEAR
WALL TABLE.
SHEATHING JOINTS. USE BLOCKING BEHIND JOINTS IF INDICATED IN THE SHEAR WALL TABLE. WITH “PW” AND
“GW” WALLS, NO SHEATHING JOINTS ARE ALLOWED WITHIN 2-FEET IN ANY DIRECTION OF A DOOR OR
WINDOW CORNER.
MULTIPLE PLY MEMBERS.
TRIMMERS, KING STUDS, HEADERS. WHERE MORE THAN ONE 2X IS PLACED AGAINST ANOTHER AND USED AS
A MULTIPLE PLY KING STUD, TRIMMER, OR HEADER, CONNECT ALL PLIES WITH 16D AT 4” OC, STAGGERED.
BEAMS, COLUMNS. WHERE MORE THAN ONE 2X, OR LVL, OR LSL IS PLACED AGAINST ANOTHER AND USED AS
A MULTIPLE PLY BEAM OR COLUMN, CONNECT ALL PLIES WITH GLUE AND 2, 16D AT 4” SPACING.
GLUE, EPOXY. WHERE SPECIFIED, WOOD GLUE SHALL BE COMMERCIAL GRADE WITH MINIMUM SHEAR
STRENGTH OF 450 PSI AT 28 DAYS. USE LIQUID NAILS LN-940 OR SIMILAR. PREP AND APPLY PER
MANUFACTURER’S RECOMMENDATIONS.
EPOXY USED WITH WOOD DOWELS OR DRIFT PINS SHALL BE SIMPSON ET-HP, OR OTHER BRAND INTENDED
FOR WOOD USE. WOOD AND DOWEL SHALL BE CLEAN AND DRY PRIOR TO EPOXY INSTALLATION.
WINDOW AND DOOR OPENINGS.
HEADER. USE MINIMUM SIZE AS CALLED OUT ON PLANS. ALL HEADERS SHALL BE INSTALLED WITH THEIR TALL
DIMENSION VERTICAL. IF HEADER IS LESS THAN 3 INCHES WIDE (I.E. A SINGLE 2X OR SINGLE LVL) USE A FLAT
2X NAILED TO THE BOTTOM OF HEADER IN AN “L” CONFIGURATION WITH 16D AT 4” MAX SPACING. IF NO
HEADER IS SPECIFIED, THE WALL IS ASSUMED NON-LOAD BEARING AND WALL TOP PLATE MAY SERVE AS THE
HEADER.
MULTIPLE ADJACENT OPENINGS. WHERE ADJACENT DOOR OR WINDOW OPENINGS OCCUR IN A WALL,
HEADERS FOR EACH OPENING SHALL BE INDIVIDUAL MEMBERS WITH FULL-HEIGHT KING STUDS BETWEEN
THEM. EACH HEADER SHALL USE THE NUMBER OF KING STUDS SPECIFIED BELOW OR IN THE STRUCTURAL
CALLOUTS.
TRIMMERS, AKA JACK STUDS. USE SIZE (OR LARGER) PER STRUCTURAL CALLOUTS. CONCEALED FLANGE
HANGER OF SIMILAR BEARING LENGTH AND CAPACITY MAY BE SUBSTITUTED FOR TRIMMER.
KING STUDS. UNLESS OTHERWISE SHOWN ON PLANS USE THE FOLLOWING. THESE MUST BE FULL-HEIGHT,
BOTTOM PLATE TO TOP PLATE, IE DIAPHRAGM TO DIAPHRAGM.
* OPENING LESS THAN 6’ WIDE – USE MIN., ONE KING STUD EACH END OF HEADER.
* OPENING 6.1’ WIDE TO 9’ WIDE – USE MIN., TWO KING STUDS EACH END OF HEADER.
* OPENING 9.1’ WIDE TO 16’ WIDE, USE MIN., THREE KING STUDS EACH END OF HEADER.
DISCONTINUOUS TOP PLATE. WHERE WALL TOP PLATES ARE CUT, OMITTED, OR OTHERWISE
DISCONTINUOUS AT A HEADER, THE END OF THE HEADER SHALL BE CONNECTED TO THE REMAINING TOP
PLATE BEYOND WITH A HORIZONTAL CS18 STRAP WITH MINIMUM 12” LENGTH ON THE HEADER AND 12”
LENGTH ON THE TOP PLATE BEYOND. STRAP MAY BE ON TOP, INSIDE, OR OUTSIDE OF WALL.
ANCHOR BOLTS.
SHEAR WALL ANCHOR BOLTS CONNECTING MUD SILLS, USE 5/8” DIAMETER X 8” MIN EMBEDMENT AT THE
SPACING SHOWN IN THE PLANS BUT NEVER GREATER THAN 60” OC AND WITHIN 12” OF ENDS AND CORNERS,
WITH 3” X 3” X .229” STEEL WASHERS, WRENCH TIGHT. WET SET ANCHOR BOLTS SHALL HAVE A HOOK OR
HEAD ON THE EMBEDDED END. ROTOHAMMERED ANCHOR BOLTS AT THE SAME SPACING MAY BE USED IN
LIEU OF WET SET - SEE SPECIFICATIONS IN PREVIOUS SECTION. AN ALTERNATE TO WET-SET ANCHOR BOLTS
AND WASHERS MAY BE SIMPSON MASA OR MASAP AT THE SAME SPACING SPECIFIED FOR WET SET ANCHOR
BOLTS.
NON-SHEAR WALL ANCHOR BOLTS SHALL BE SPACED A MAXIMUM OF 72-INCHES AND WITHIN 12-INCHES OF
ENDS AND CORNERS AND SHALL BE FITTED WITH 2” STEEL PLATE WASHERS. USE EITHER 1/2” DIAMETER X 8”
MIN EMBEDMENT WET-SET, OR 1/2” TITEN HD WITH 4” MIN EMBEDMENT.
NON-SHEAR WALL ANCHORS MAY BE 0.145" DIAMETER POWDER-ACTUATED PINS WITH 1-1/2” MIN CONCRETE
EMBEDMENT, AT 16" OC, UNLESS OTHERWISE SHOWN .
DECKS: JOIST HANGERS USED AT DECKS SHALL BE CONNECTED TO ALL WOOD MEMBERS WITH CORROSION-
RESISTANT SCREWSSCREWS, SIMPSON SD9 OR SIMILAR. HANGERS SHALL BE U OR LU ONLY (NOT LUS.) LEDGERS
SHALL BE ATTACHED WITH SCREWS OR LAG BOLTS PER CALLOUTS. ALL HARDWARE AND CONNECTORS
SHALL BE AT LEAST MEDIUM-DUTY CORROSION-RESISTANT WITH GALVANIZING OR SIMILAR.
PRESSURE TREATED LUMBER. USE PRESSURE TREATED LUMBER IN CONTACT WITH CONCRETE AND / OR
SOIL, AND WHEN DIRECTLY EXPOSED TO WEATHER. PRESSURE TREATING CHEMICALS SHALL BE INERT, OR
OTHERWISE NON-REACTIVE WITH METAL CONNECTORS (INCLUDING NAILS, BOLTS, FRAMING CONNECTORS,
ETC.) OR STRUCTURAL STEEL MEMBERS.
IN CERTAIN CASES NON-PRESSURE TREATED LUMBER MAY BUTT AGAINST CONCRETE. IN THESE CASES USE
A LAYER OF HEAVY, ASPHALTIC-TREATED CONSTRUCTION PAPER BETWEEN WOOD AND CONCRETE.
BLOCKING / BRIDGING. PROVIDE CONTINUOUS BLOCKING AT ALL BEARING LOCATIONS. PROVIDE FULL DEPTH
BRIDGING OR BLOCKING AT 8' OC MAX. IN JOIST OR RAFTERS WITHOUT CONTINUOUS PLYWOOD DIAPHRAGM
CONNECTION ON THE TOP .
FRAMED FLOORS WHICH SUPPORT POSTS SHALL BE SOLIDLY BLOCKED WITHIN THE FLOOR CAVITY TO
POSITIVELY TRANSFER POST, COLUMN, OR OTHER CONCENTRATED LOADS THROUGH THE FLOOR TO THE
SUPPORTS BENEATH.
BOLTS. UNLESS OTHERWISE SPECIFIED: USE WASHERS ON ALL BOLTS; TIGHTEN ALL BOLTS TO A VERY SNUG
WRENCH TIGHT CONDITION; USE STANDARD A307 BOLTS; FOR BOLTS IN WOOD, DRILL THE SAME DIAMETER
HOLE AS THE BOLT; FOR BOLTS IN STEEL DRILL HOLES 1/16” LARGER THAN THE BOLT DIAMETER. PROVIDE
THE FOLLOWING MINIMUM EDGE DISTANCES BETWEEN CENTERLINE OF BOLT AND ALL EDGES OF BOLTED
WOOD, AND BETWEEN CENTERLINE OF MULTIPLE BOLTS:
5/8 INCH DIAMETER BOLTS ................... 3 INCHES
3/4 INCH DIAMETER BOLTS ................... 3.75 INCHES
MINIMUM DISTANCE BETWEEN EDGE OF BOLT AND ANY EDGE OF STEEL PLATE (ANGLES, GUSSETS, FLANGES,
WEBS, ETC.) SHALL BE ONE INCH.
ENGINEER SHALL SPECIFICALLY APPROVE ANY BOLTED CONNECTION USING LESS EDGE DISTANCE THAN
SHOWN ABOVE.
LAG BOLTS. ALL LAG BOLTS GREATER IN DIAMETER THAN 1/4” SHALL HAVE PILOT HOLES PRE-DRILLED. SIZE
OF PILOT HOLE IN THREADED PORTION SHALL BE 70% OF THE UNTHREADED SHANK DIAMETER (OR
ALTERNATIVELY, 90% OF THE ROOT DIAMETER OF THE THREADED PORTION). PILOT HOLE DIAMETER OF
UNTHREADED PORTION SHALL BE THE SAME DIAMETER AS THE UNTHREADED SHANK.
PRE-FABRICATED FRAMING CONNECTORS
MANUFACTURER: SIMPSON BRAND IS SPECIFIED, HOWEVER ANY OTHER NATIONALLY RECOGNIZED
BRAND MAY BE USED PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO CARRY ALL APPLIED
LOADS IN ALL ORIENTATIONS.
INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL PREFABRICATED ITEMS IN STRICT ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. THE LOAD CARRYING CAPACITY
OF THE PREFABRICATED ITEM CANNOT BE GUARANTEED IF THIS PROVISION IS NOT ADHERED TO. NAILS
AND SCREWS WHICH WILL BE EXPOSED TO WEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. IF
INSTALLATION RISKS CRACKING OF WOOD, CONTACT ENGINEER FOR ALTERNATE NAILING AND / OR
ALTERNATE CONNECTOR.
SIMPSON SDS WOOD SCREWS. WHERE SPECIFIED, INSTALL PER MANUFACTURER’S
RECOMMENDATIONS. IN GENERAL THESE DO NOT NEED PILOT HOLES. HOWEVER, IF WOOD IS OLD AND
OR VERY DRY PILOT HOLES MAY BE REQUIRED TO AVOID SPLITTING. USE LENGTH AS SPECIFIED IN
PLANS BUT NEVER LESS THAN REQUIRED TO ENSURE FULL STRENGTH.
SIMPSON SD WOOD SCREWS. WITH MOST SIMPSON CONNECTORS, CONTRACTOR MAY USE SD9 IN LIEU
OF 10D NAILS, AND / OR SD10 IN LIEU OF 16D NAILS. THESE ARE PROVIDED IN 1-1/2” AND 2-1/2” LENGTHS.
USE THE LENGTH NECESSARY FOR FULL PENETRATION INTO THE MEMBER(S) CONNECTED.
PREFAB WOOD PRODUCTS
PREFABRICATED TRUSSES. WHERE SHOWN ON THE PLANS, ALL PREFABRICATED STRUCTURAL
ROOFING MEMBERS SHALL BE DESIGNED BY A CERTIFIED PROFESSIONAL ENGINEER. THE
PREFABRICATED STRUCTURAL ROOFING DESIGNER SHALL PROVIDE TO THE CONTRACTOR STAMPED
DESIGN DRAWINGS WITH APPROPRIATE NOTES SHOWING MEMBER SIZES, FORCES, INSTALLATION
PROCEDURES, BLOCKING, BRACING, ETC.
ENGINEERED WOOD – GENERAL. THESE PRODUCTS MUST BE PROVIDED, STORED, AND INSTALLED IN
ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS. FAILURE TO DO THIS MAY VOID THE
WARRANTY AND DIMINISH LOAD CARRYING CAPACITY. ANY NATIONALLY-RECOGNIZED BRAND THAT
MEETS THE BELOW SPECIFICATIONS IS ACCEPTABLE.
I-BEAM COMPOSITE WEB / FLANGE JOIST PRODUCTS. THE CONTRACTOR SHALL INSTALL THE I-JOIST
PRODUCTS COMPLETE WITH WEB STIFFENERS AND OTHER BLOCKING / BRACING AS SHOWN ON THE
PLANS AND / OR AS RECOMMENDED BY THE MANUFACTURER.
PSL (PARALLEL STRAND LUMBER) AND VERSA-LAM. USE MINIMUM 2.0E, 2,900 PSI MINIMUM ALLOWABLE
BENDING STRESS.
LVL (LAMINATED VENEER LUMBER). USE MINIMUM 1.9E, 2,600 PSI MINIMUM ALLOWABLE BENDING
STRESS.
LSL (LAMINATED STRAND LUMBER). MEMBERS INDICATED AS 1.5E SHALL HAVE MIN., 1.5E MODULUS OF
ELASTICITY AND 2,300 PSI ALLOWABLE BENDING STRESS. MEMBERS INDICATED AS 1.3E SHALL HAVE
MIN., 1.3E MODULUS OF ELASTICITY AND 1,700 PSI MIN. ALLOWABLE BENDING STRESS.
GLUE-LAMINATED TIMBERS. UNLESS OTHERWISE NOTED, ALL GLULAM BEAMS SHALL BE 24F-V4 DF/DF.
ANY THAT SPAN CONTINUOUSLY OVER ONE OR MORE INTERIOR SUPPORTS OR ARE CANTILEVERED,
USE 24F-V8 DF/DF. USE INDUSTRIAL APPEARANCE GRADE, UNLESS VISUALLY EXPOSED TO INTERIOR
LIVING SPACE USE ARCHITECTURAL APPEARANCE GRADE.
PRESSURE TREATED (PT) GLULAMS SHALL BE NOT LESS THAN 10% WEAKER THAN THE ABOVE IN
BENDING, SHEAR, AND MODULUS OF ELASTICITY, USING SUITABLE WOOD SPECIES FOR PRESSURE
TREATING.
ALL GLULAMS SHALL BE MANUFACTURED BY AN AITC APPROVED FABRICATOR. STORE AND INSTALL IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
CHIEF ARCHITECT X12
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2/17/22
1'-5 7/16"
1'-5 1/2"
1'-9 3/16"
R-10 ON EXTERIOR OF WALL @ SLAB ON
GRADE PER R402.2.91
SCALE: 1" = 1'
R-15 CONTINUOUS ON INTERIOR WALL -
BELOW GRADE FOUNDATION WALL2
SCALE: 1" = 1'
24" MAX
OR ON TOP
OF FOOTING
R-10 RIGID FOAM
FLASHING
FRAMED WALL TYP.
CONCRETE SLAB
R-10 RIGID FOAM
FOUNDATION STEMWALL TYP.
FOOTING TYP.
2X3 FRAMING
R-10 RIGID FOAM
R-5 RIGID FOAM
CONCRETE WALL
R-15 (TYPICALLY 3") RIGID FOAM
R-5 1" THERMAL FOAM
R-10 2" RIGID BREAK
R-21 WITH AIR GAP & R-5 THERMAL BREAK3
SCALE: 1" = 1'
R-5 THERMAL FOAM
R-10 RIGID BREAK
SCALE: 1/2" = 1'
R-21 INSULATION DO NOT
ALLOW INSULATION TO
CONTACT FOUNDATION WALL
1" AIR GAP
2 X 6 FRAMED WALL TYP.
CONCRETE SLAB
CONCRETE SLAB
TYP. CONC. WALL
NNOOTTEE::
R-13 WITH R-5 CONTINUOUS4
SCALE: 1" = 1'
R-5 THERMAL FOAM
R-10 RIGID BREAK
1/2" DRYWALL TYP.
2 X 4 FRAMED WALL TYP.
CONCRETE SLAB
TYP. CONC. WALL
R-5 CONTINUOUS FOAM
( 1" TYP.)
R-10 CONTINUOUS UNDER SLAB5
SCALE: 1" = 1'
R-5 THERMAL FOAM
1" TYP. 2" IS ACCEPTABLE
R-10 RIGID BREAK 2" TYP.
CONCRETE SLAB
TYP. CONC. WALL
TYP. FOUNDATION WALL PLAN HEIGHT OF
FOUNDATION WALL TO ACCOMMODATE
RIGID FOAM UNDER SLAB.
PERMANENT BAFFLE - RIM JOIST6
SCALE: 1" = 1'
FRAMED WALL TYP.
FOUNDATION STEMWALL TYP.
BAFFLE @ FOUNDATION WALL7
SCALE: 1" = 1'
24" MIN.
ON TOP OF
FOOTING
6 MIL.
RIM VENT
FRAMED WALL TYP.
FOUNDATION STEMWALL TYP.
24" MIN.
ON TOP OF
FOOTING
6 MIL.
PERMANENT BAFFLE
30*
FOUNDATION VENT
PERMANENT BAFFLE
30*
FLOOR SHEATHING
FLOOR JOIST
FLOOR INSULATION
FLOOR SHEATHING
FLOOR JOIST
FLOOR INSULATION
WA STATE ENERGY CODE - RESIDENTIAL PROVISIONSWA STATE ENERGY CODE - RESIDENTIAL PROVISIONS
SECTIONS R402.2.1R402.2.1 THROUGH R404.1R404.1
PER IRC RR702.7PER IRC RR702.7
DO NOT INSTALL VAPOR
RETARDERS IN BELOW GRADE
WALLS.
SATISFY THE U-FACTOR REQUIREMENTS.
EXAMPLE OF AREA WEIGHTED U-VALUE CALCULATION: EXAMPLE OF AREA WEIGHTED U-VALUE CALCULATION:
WINDOW #1 AREA 10 SF U = .34 U X A = 3.4
WINDOW #2 AREA 15 SF U = .28 U X A = 4.2
TOTAL AREA 25 SF TOTAL U X A = 7.6
AREA WEIGHTED AVERAGE 7.6/25 = 0.30
THE GLAZING SCHEDULE CAN HELP WITH THIS COMPUTATION.
R402.3.3 GLAZED FENESTRATION EXEMPTIONR402.3.3 GLAZED FENESTRATION EXEMPTION
UP TO 15 SQUARE FEET (1.4 M2 ) OF GLAZED FENESTRATION PER DWELLING UNIT SHALL
BE PERMITTED TO BE EXEMPT FROM U-FACTOR AND SHGC REQUIREMENTS IN SECTION
R402.1.1. THIS EXEMPTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH
IN SECTION R402.1.3 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1.4. R402.3.4R402.3.4
OPAQUE DOOR EXEMPTION OPAQUE DOOR EXEMPTION
ONE SIDE-HINGED OPAQUE DOOR ASSEMBLY UP TO 24 SQUARE FEET (2.22 M2 ) IN AREA IS
EXEMPTED FROM THE U-FACTOR REQUIREMENT IN SECTION 402.1.1. THIS EXEMPTION
SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.3 AND
THE TOTAL UA ALTERNATIVE IN SECTION R402.1.4.
TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION REQUIREMENTS TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION REQUIREMENTS
AIR BARRIERS AND INSULATION MUST BE INSTALLED IN ACCORDANCE WITH TABLE
402.4.1.1, BELOW.
R402.4.1.2 TESTING R402.4.1.2 TESTING
THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR
LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR.
R402.4.2 FIREPLACES R402.4.2 FIREPLACES
NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS
AND OUTDOOR COMBUSTION AIR.
R402.4.2.1 GAS FIREPLACE EFFICIENCYR402.4.2.1 GAS FIREPLACE EFFICIENCY
ALL GAS FIREPLACE HEATERS RATED TO ANSI Z21.88 SHALL BE LISTED AND LABELED WITH
A FIREPLACE EFFICIENCY (FE) RATING OF 50% OR GREATER IN ACCORDANCE WITH CSA P.
4.1. VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) CERTIFIED TO ANSI Z21.50
SHALL BE LISTED AND LABELED, INCLUDING THEIR FE RATINGS, IN ACCORDANCE WITH CSA
P.4.1.
R402.4.4 COMBUSTION AIR OPENINGS R402.4.4 COMBUSTION AIR OPENINGS
WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION,
SPACE CONDITIONING FUEL BURNING APPLIANCES, THE APPLIANCES AND COMBUSTION
AIR OPENINGS SHALL BE LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE, OR
ENCLOSED IN A ROOM ISOLATED FROM INSIDE THE THERMAL ENVELOPE. SUCH ROOMS
SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE ENVELOPE REQUIREMENTS
OF TABLE R402.1.1, WHERE THE WALLS, FLOORS AND CEILINGS SHALL MEET THE MINIMUM
OF THE BELOW-GRADE WALL R[1]VALUE REQUIREMENT. THE DOOR INTO THE ROOM SHALL
BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE ROOM INSULATED IN
ACCORDANCE WITH SECTION R403. THE COMBUSTION AIR DUCT SHALL BE INSULATED
WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM OF R-8.
EXCEPTIONS:
1. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED
CONTINUOUS TO THE OUTSIDE.
2. FIREPLACES AND STOVES COMPLYING WITH SECTION R402.4.2 AND SECTION R1006
OF THE INTERNATIONAL
RESIDENTIAL CODE.
R402.4.5 RECESSED LIGHTINGR402.4.5 RECESSED LIGHTING
RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE
SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.
ALL RECESSED LUMINAIRES SHALL BE TYPE IC-RATED AND LABELED CERTIFIED UNDER
ASTM E283 AND SHALL HAVE A LABEL ATTACHED SHOWING COMPLIANCE WITH THIS TEST
METHOD. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK
BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING.
R403.1.1 PROGRAMMABLE THERMOSTATS FOR FORCED AIR FURNACESR403.1.1 PROGRAMMABLE THERMOSTATS FOR FORCED AIR FURNACES
WHERE THE PRIMARY HEATING SYSTEM IS A FORCED-AIR FURNACE, AT LEAST ONE
THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING
AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE
SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FOR, AT A
1. THE SUPPLY AND RETURN DUCTS SHALL HAVE AN INSULATION R-VALUE NOT LESS THAN
R-8.
2. AT ALL POINTS ALONG EACH DUCT, THE SUM OF THE CEILING INSULATION R-VALUE
AGAINST AND ABOVE THE TOP OF THE DUCT, AND AGAINST AND BELOW THE BOTTOM OF
THE DUCT, SHALL BE NOT LESS THAN R-19, EXCLUDING THE R-VALUE OF THE DUCT
INSULATION.
EXCEPTION: SECTIONS OF THE SUPPLY DUCT THAT ARE LESS THAN 3 FEET (914 MM)
FROM THE SUPPLY OUTLET
SHALL NOT BE REQUIRED TO COMPLY WITH THESE REQUIREMENTS.
R403.3.7 DUCTS LOCATED IN CONDITIONED SPACE R403.3.7 DUCTS LOCATED IN CONDITIONED SPACE
FOR DUCTS TO BE CONSIDERED AS INSIDE A CONDITIONED SPACE, SUCH DUCTS SHALL
COMPLY WITH EITHER OF THE FOLLOWING:
1. ALL DUCT SYSTEMS SHALL BE LOCATED COMPLETELY WITHIN THE CONTINUOUS AIR
BARRIER AND WITHIN THE
BUILDING THERMAL ENVELOPE.
2. ALL HEATING, COOLING AND VENTILATION SYSTEM COMPONENTS SHALL BE INSTALLED
INSIDE THE CONDITIONED
SPACE INCLUDING, BUT NOT LIMITED TO, FORCED AIR DUCTS, HYDRONIC PIPING,
HYDRONIC FLOOR HEATING LOOPS, CONVECTORS AND RADIATORS. COMBUSTION
EQUIPMENT SHALL BE DIRECT VENT OR SEALED COMBUSTION.
3.FOR FORCED AIR DUCTS, A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS AND 5
LINEAR FEET OF SUPPLY DUCTS
IS PERMITTED TO BE LOCATED OUTSIDE THE CONDITIONED SPACE, PROVIDED THEY ARE
INSULATED TO A MINIMUM OF R-8.
3.1. METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH
TRANSVERSE AND LONGITUDINAL JOINTS
SEALED WITH MASTIC.
3.2. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT
CONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLASTIC
STRAPPING TENSIONING TOOL.
R403.5.3 HOT WATER PIPE INSULATIONR403.5.3 HOT WATER PIPE INSULATION
INSULATION FOR HOT WATER PIPE SHALL HAVE A MINIMUM THERMAL RESISTANCE OF R-3.
AN SBCC INTERPRETATION STATES THAT INSULATION CAN BE DISCONTINUOUS WHERE
PASSING THROUGH FRAMING MEMBERS OR WHERE NECESSARY TO PASS ANOTHER PIPE
IN A STUD SPACE.
R403.5.5 ELECTRIC WATER HEATER INSULATION R403.5.5 ELECTRIC WATER HEATER INSULATION
ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL
BE PLACED ON AN INCOMPRESSIBLE, INSULATED SURFACE WITH A MINIMUM THERMAL
RESISTANCE OF R-10.
R403.6.1 MECHANICAL VENTILATION R403.6.1 MECHANICAL VENTILATION
A MECHANICAL VENTILATION SYSTEM IS REQUIRED TO BE INSTALLED IN ACCORDANCE
WITH THE WASHINGTON STATE AMENDMENTS TO THE 2019 INTERNATIONAL RESIDENTIAL
CODE. ASHRAE STANDARD 62.2 IS AN ACCEPTABLE ALTERNATIVE FOR A SINGLE-FAMILY
AND TOWNHOUSES, BUT IS NOT AN ACCEPTABLE EQUIVALENT FOR IMC LOW-RISE
MULTIFAMILY.
R404.1 LIGHTING EQUIPMENT R404.1 LIGHTING EQUIPMENT
A MINIMUM OF 90% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE
HIGH-EFFICACY LAMPS.
R402.2.1 CEILINGS WITH ATTIC SPACES R402.2.1 CEILINGS WITH ATTIC SPACES
WHERE SECTION R402.1.1 WOULD REQUIRE R-49 IN THE CEILING, INSTALLING R-38 OVER
100% OF THE CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO SATISFY THE
REQUIREMENT FOR R-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38
INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. THIS REDUCTION SHALL
NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.3 AND TOTAL UA
ALTERNATIVE IN SECTION R402.1.4.
R402.2.1.1 LOOSE FILL INSULATION IN ATTIC SPACES R402.2.1.1 LOOSE FILL INSULATION IN ATTIC SPACES
OPEN-BLOWN OR POURED LOOSE FILL INSULATION MAY BE USED IN ATTIC SPACES WHERE
THE SLOPE OF THE CEILING IS NOT MORE THAN 3 FEET IN 12 AND THERE IS AT LEAST 30
INCHES OF CLEAR DISTANCE FROM THE TOP OF THE BOTTOM CHORD OF THE TRUSS OR
CEILING JOIST TO THE UNDERSIDE OF THE SHEATHING AT THE ROOF RIDGE.
R402.2.3 EAVE BAFFLER402.2.3 EAVE BAFFLE
FOR AIR PERMEABLE INSULATION IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED
ADJACENT TO SOFFIT AND EAVE VENTS.
R402.2.4 ACCESS HATCHES AND DOORS R402.2.4 ACCESS HATCHES AND DOORS
ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS
AND CRAWL SPACES) SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.
R402.2.7 FLOORS R402.2.7 FLOORS
FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT
CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR DECKING. INSULATION SUPPORTS
SHALL BE INSTALLED SO SPACING IS NO MORE THAN 24 INCHES ON CENTER. FOUNDATION
VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE
OF THE FLOOR INSULATION.
R402.2.7 FLOORS EXCEPTION R402.2.7 FLOORS EXCEPTION
THE FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH
THE TOPSIDE OF SHEATHING OR CI INSTALLED ON THE BOTTOM SIDE OF FLOOR FRAMING
WHERE COMBINED WITH INSULATION THAT MEETS OR EXCEEDS THE MINIMUM WOOD
FRAME R-VALUE IN TABLE R402.1.1 AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL
PERIMETER FLOOR FRAMING MEMBERS.
R402.2.7 FLOORS EXCEPTIONR402.2.7 FLOORS EXCEPTION
WHEN FOUNDATION VENTS ARE NOT PLACED SO THAT THE TOP OF THE VENT IS BELOW THE
LOWER SURFACE OF THE FLOOR INSULATION, A PERMANENTLY ATTACHED BAFFLE SHALL
BE INSTALLED AT AN ANGLE OF 30° FROM HORIZONTAL, TO DIVERT AIR FLOW BELOW THE
LOWER SURFACE OF THE FLOOR INSULATION.
R402.2.7 FLOORS EXCEPTION R402.2.7 FLOORS EXCEPTION
SUBSTANTIAL CONTACT WITH THE SURFACE BEING INSULATED IS NOT REQUIRED IN
ENCLOSED FLOOR/CEILING ASSEMBLIES CONTAINING DUCTS WHERE FULL R VALUE
INSULATION IS INSTALLED BETWEEN THE DUCT AND THE EXTERIOR SURFACE.
R402.2.8 BASEMENT WALLS R402.2.8 BASEMENT WALLS
BELOW-GRADE EXTERIOR WALL INSULATION USED ON THE EXTERIOR (COLD) SIDE OF THE
WALL SHALL EXTEND FROM THE TOP OF THE BELOW-GRADE WALL TO THE TOP OF THE
FOOTING AND SHALL BE APPROVED FOR BELOW-GRADE USE. ABOVE-GRADE INSULATION
SHALL BE PROTECTED. INSULATION USED ON THE INTERIOR (WARM) SIDE OF THE WALL
SHALL EXTEND FROM THE TOP OF THE BELOW-GRADE WALL TO THE BELOW-GRADE FLOOR
LEVEL AND SHALL INCLUDE R-5 RIGID BOARD PROVIDING A THERMAL BREAK BETWEEN THE
CONCRETE WALL AND THE SLAB.
R402.2.9 SLAB-ON-GRADE FLOORS R402.2.9 SLAB-ON-GRADE FLOORS
THE MINIMUM THERMAL RESISTANCE (R-VALUE) OF THE INSULATION AROUND THE
PERIMETER OF UNHEATED OR HEATED SLAB-ON-GRADE FLOORS SHALL BE AS SPECIFIED IN
TABLE R402.1.1. THE INSULATION SHALL BE PLACED ON THE OUTSIDE OF THE FOUNDATION
OR ON THE INSIDE OF THE FOUNDATION WALL. THE INSULATION SHALL EXTEND DOWNWARD
FROM THE TOP OF THE SLAB FOR A MINIMUM DISTANCE AS SHOWN IN THE TABLE OR TO
THE TOP OF THE FOOTING, WHICHEVER IS LESS, OR DOWNWARD TO AT LEAST THE BOTTOM
OF THE SLAB AND THEN HORIZONTALLY TO THE INTERIOR OR EXTERIOR FOR THE TOTAL
DISTANCE SHOWN IN THE TABLE. A 2-INCH BY 2-INCH (MAXIMUM) PRESSURE TREATED
NAILER MAY BE PLACED AT THE FINISHED FLOOR ELEVATION FOR ATTACHMENT OF
INTERIOR FINISH MATERIALS. INSULATION EXTENDING AWAY FROM THE BUILDING SHALL BE
PROTECTED BY PAVEMENT OR BY A MINIMUM OF 10 INCHES (254 MM) OF SOIL.
R402.3.1 U-FACTORR402.3.1 U-FACTOR
AN AREA-WEIGHTED AVERAGE OF FENESTRATION PRODUCTS SHALL BE PERMITTED TO
MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF
PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERIODS PER DAY.
R403.1.2 HEAT PUMP SUPPLEMENTARY HEATR403.1.2 HEAT PUMP SUPPLEMENTARY HEAT
UNITARY AIR COOLED HEAT PUMPS SHALL INCLUDE CONTROLS THAT MINIMIZE
SUPPLEMENTAL HEAT USAGE DURING START-UP, SET-UP, AND DEFROST CONDITIONS. SEE
R403.1.2 FOR CONTROL AND SET-UP REQUIREMENTS.
R403.3.1 INSULATIONR403.3.1 INSULATION
DUCTS OUTSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO A MINIMUM
OF R-8. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO
R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE.
R403.3.2 SEALINGR403.3.2 SEALING
DUCTS, AIR HANDLERS, AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL
COMPLY WITH EITHER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL
RESIDENTIAL CODE, AS APPLICABLE.
EXCEPTIONS:
1. AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED
WITHOUT ADDITIONAL JOINT
SEALS.
2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF
WATER COLUMN (500 PA),
ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED
JOINTS AND SEAMS, AND LOCKING-TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP-
LOCK AND BUTTON-LOCK TYPES.
R403.3.3 DUCT TESTING R403.3.3 DUCT TESTING
DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33, USING THE MAXIMUM
DUCT LEAKAGE RATES SPECIFIED.
EXCEPTIONS:
1. THE TOTAL LEAKAGE TEST OR LEAKAGE TO THE OUTDOORS IS NOT REQUIRED FOR
DUCTS AND AIR HANDLERS LOCATED ENTIRELY WITHIN THE BUILDING THERMAL
ENVELOPE. FOR FORCED AIR DUCTS, A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS
AND 5 LINEAR FEET OF SUPPLY DUCTS MAY BE LOCATED OUTSIDE THE CONDITIONED
SPACE. ALL METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE
BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCTS ARE
USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTIONS MUST BE MADE WITH
NYLON STRAPS AND INSTALLED USING A PLASTIC STRAPPING TENSIONING TOOL. DUCTS
LOCATED IN CRAWL SPACES DO NOT QUALIFY FOR THIS EXCEPTION.
2. A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED FOR DUCTS SERVING HEAT OR
ENERGY RECOVERY VENTILATORS THAT ARE NOT INTEGRATED WITH DUCTS SERVING
HEATING OR COOLING SYSTEMS.
A WRITTEN REPORT OF RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST
AND PROVIDED TO THE CODE OFFICIAL.
R403.3.4 DUCT LEAKAGER403.3.4 DUCT LEAKAGE
THE TOTAL LEAKAGE OF DUCTS, WHERE MEASURED IN ACCORDANCE WITH SECTION
R403.3.3, SHALL BE AS FOLLOWS:
1.ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM (113.3 L/MIN)
PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA WHEN TESTED AT A
PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. (25 PA) ACROSS THE SYSTEM, INCLUDING
THE MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTERS SHALL BE TAPED OR
OTHERWISE SEALED DURING THE TEST. IF THE AIR HANDLER IS NOT INSTALLED AT THE
TIME OF THE TEST, TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 3 CFM (85 L/MIN)
PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA.
2.POSTCONSTRUCTION TEST: LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR EQUAL
TO4 CFM (113.3 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA
OR TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM (113.3 L/MIN) PER 100
SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE
DIFFERENTIAL OF 0.1 INCHES W.G. (25 PA) ACROSS THE ENTIRE SYSTEM, INCLUDING THE
MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED
OR OTHERWISE SEALED DURING THE TEST.
R403.3.5 BUILDING CAVITIES R403.3.5 BUILDING CAVITIES
BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. INSTALLATION
OF DUCTS IN EXTERIOR WALLS, FLOORS OR CEILINGS SHALL NOT DISPLACE REQUIRED
ENVELOPE INSULATION.
R403.3.6 DUCTS BURIED WITHIN CEILING INSULATIONR403.3.6 DUCTS BURIED WITHIN CEILING INSULATION
WHERE SUPPLY AND RETURN AIR DUCTS ARE PARTIALLY OR COMPLETELY BURIED IN
CEILING INSULATION, SUCH DUCTS SHALL COMPLY WITH ALL OF THE FOLLOWING:
CHIEF ARCHITECT X12
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
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J. SYKORA
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4210 NAVIGATOR LANE, ANACORTES
A26
WA STATE ENERGY
CODE
PRESCRIPTIVE ENERGY CODE COMPLIANCEPRESCRIPTIVE ENERGY CODE COMPLIANCE
ALL CLIMATE ZONES (TABLE R402.1.1)
R-VALUE a U-FACTOR a
N/A 0.30FENESTRATION U-FACTOR b
N/A 0.50SKYLIGHT U-FACTOR b
N/AGLAZED FENESTRATION SHGC b,e
49 0.026CEILING e
21 INT 0.056WOOD FRAME WALL g,h
30 0.029FLOOR
10/15/21 INT + TB 0.042BELOW GRADE WALL c,h
10, 2 FTSLAB d,f R-VALUE & DEPTH
N/A
N/A
a
R-VALUE ARE MINIMUMS. U-FACTOR AND SHGC ARE MAXIMUMS. WHEN INSULATION
IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN THICKNESS OF
THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX
TABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE.
b THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.
c
"10/15/21 + 5TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE
WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21
CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE
BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/15/21 + 5TB" SHALL
BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE
BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR
EXTERIOR OF THE WALL. "5TB" MEANS R-5 THERMAL BREAK BETWEEN FLOOR SLAB
AND BASEMENT WALL.
d R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE
FLOORS. SEE SECTION R402.2.9.1.
e
FOR SINGLE RAFTER - OR JOIST-VAULTED CEILINGS, THE INSULATION MAY BE
REDUCED TO R-38 IF THE FULL INSULATION DEPTH EXTENDS OVER THE TOP PLATED
OF THE EXTERIOR WALL.
f
R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO
BE EQUIVALENT TO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO
EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT
SHALL MEET THE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM
PLASTICS.
g FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG
WALLS SHALL MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400
e
INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN
SECTION A103.2.2 INCLUDING STANDARD FRAMING 16 INCHES ON CENTER, 78% OF THE
WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION.
SELECTING CREDITSSELECTING CREDITS
EACH DWELLING UNIT IN A RESIDENTIAL BUILDINGIN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS FROM TABLE R406.2 (FUEL
NORMALIZATION CREDITS) AND TABLE 406.3 (ENERGY CREDITS) TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF
CREDITS. TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION SELECTED AND THE
MAXIMUM TESTED BUILDING AIR LEAKAGE, AND SHOW THE QUALIFYING VENTILATION SYSTEM AND ITS CONTROL
SEQUENCES OF OPERATION.
1. SMALL DWELLING UNIT: SMALL DWELLING UNIT: 3 CREDITS3 CREDITS
DWELLING UNITS LESS THAN 1,500 SF IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SF
OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING THAT ARE GREATER THAN 500 SF
OF HEATED FLOOR AREA BUT LESS THAN 1,500 SF.
2. MEDIUM DWELLING UNIT: MEDIUM DWELLING UNIT: 6 CREDITS6 CREDITS
ALL DWELLING UNITS THAT ARE NOT INCLUDED IN #1 OR #3
3. LARGE DWELLING UNIT: LARGE DWELLING UNIT: 7 CREDITS7 CREDITS
DWELLING UNITS EXCEEDING 5,000 SF OF CONDITIONED FLOOR AREA
4. ADDITIONS LESS THAN 500 SQUARE FEET: ADDITIONS LESS THAN 500 SQUARE FEET: 1.5 CREDITS1.5 CREDITS
ALL OTHER ADDITIONS SHALL MEET 1-3 ABOVE.
SUMMARY OF TABLE R406.2
FUEL NORMALIZATION DESCRIPTIONSHEATING
OPTIONS
CREDITS - SELECT ONE
HEATING OPTION
1 COMBUSTION HEATING MINIMUM NAECA b 0.0
2 HEAT PUMP c 1.0
0.0
3 ELECTRIC RESISTANCE HEAT ONLY - FURNACE OR ZONAL -1.0
4 DHP WITH ZONAL ELECTRIC RESISTANCE PER OPTION 3.4 0.5
5 ALL OTHER HEATING SYSTEMS -1.0
ENERGY CREDIT OPTION DESCRIPTIONS
HEATING
OPTIONS
CREDITS - SELECT ONE
ENERGY OPTION FROM
EACH CATEGORY d
1.1 EFFICIENT BUILDING ENVELOPE 0.5
1. 2 EFFICIENT BUILDING ENVELOPE 1.0
1. 3 EFFICIENT BUILDING ENVELOPE 0.5
1. 4 EFFICIENT BUILDING ENVELOPE 1.0
1. 5 EFFICIENT BUILDING ENVELOPE 2.0
1. 6 EFFICIENT BUILDING ENVELOPE 3.0
1. 7 EFFICIENT BUILDING ENVELOPE
0.5
0.5
2.1 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 0.5
2. 2 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 1.0
ENERGY CREDIT OPTION DESCRIPTIONS (CONT.)
HEATING
OPTIONS
CREDITS - SELECT ONE
ENERGY OPTION FROM
EACH CATEGORY d
5. 1 d EFFICIENT WATER HEATING 0.5
2. 3 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 1.5
2. 4 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2.0
3. 1 a HIGH EFFICIENCY HVAC 1.0
3. 2 HIGH EFFICIENCY HVAC 1.0
1.0
3. 3 a HIGH EFFICIENCY HVAC 1.5
3. 4 HIGH EFFICIENCY HVAC 1.5
3. 5 HIGH EFFICIENCY HVAC
3. 6 a HIGH EFFICIENCY HVAC 2.0
1.5
4. 1 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM 0.5
4. 2 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM 1.0
5. 2 EFFICIENT WATER HEATING 0.5
5. 3 EFFICIENT WATER HEATING 1.0
5. 4 EFFICIENT WATER HEATING 1.5
5. 5 EFFICIENT WATER HEATING 2.0
5. 6 EFFICIENT WATER HEATING 2.52.5
6. 1 e RENEWABLE ENERGY (3 CREDITS MAX)1.0
7. 1 APPLIANCE PACKAGE 0.5
TOTAL CREDITS: TOTAL CREDITS: 6.0
a.AN ALTERNATIVE HEARING SOURCE SIZED AT A MAXIMUM OF 0.5 W/SF (EQUIVALENT) OF HEATED FLOOR AREA OR 500 W,
WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT.
b.EQUIPMENT LISTED IN TABLE C403.3.2(4) OR C403.3.2(5)
c.EQUIPMENT LISTED IN TABLE C403.3.2(1) OR C403.3.2(2)
d.YOU CANNOT SELECT MORE THAN ONE OPTION FROM ANY CATEGORY EXCEPT CATEGORY 5. OPTION 5.1 MAY BE
COMBINED WITH OPTIONS 5.2 THROUGH 5.6. SEE TABLE 406.3.
e.1.0 CREDIT FOR EACH 1,200 kWh OF ELECTRICAL GENERATION PROVIDED ANNUALLY, UP TO 3 CREDITS MAX. SEE THE
COMPLETE TABLE R406.2 FOR ALL REQUIREMENTS AND OPTION DESCRIPTIONS.
PRESCRIPTIVE ENERGY CODE COMPLIANCE DESCRIPTIONSPRESCRIPTIVE ENERGY CODE COMPLIANCE DESCRIPTIONS
1. 1
PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING
MODIFICATIONS: VERTICAL FENESTRATION U = 0.24VERTICAL FENESTRATION U = 0.24
1. 2
PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING
MODIFICATIONS: VERTICAL FENESTRATION U = 0.20VERTICAL FENESTRATION U = 0.20
1 .3
PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING
MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 VERTICAL FENESTRATION U = 0.28
FLOOR R-38
SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10
PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4:
REDUCE THE TOTAL CONDUCTIVE UA BY 5%
1. 4
PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING
MODIFICATIONS: VERTICAL FENESTRATION U = 0.25 VERTICAL FENESTRATION U = 0.25
WALL R-21 PLUS R-4 CI
FLOOR R-38
BASEMENT WALL R-21 INT PLUS R-5 CI
SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10
PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4:
REDUCE THE TOTAL CONDUCTIVE UA BY 15%
1.5
PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING
MODIFICATIONS: VERTICAL FENESTRATION U = 0.22 VERTICAL FENESTRATION U = 0.22
CEILING AND SINGLE-RAFTER OR JOIST-VAULTED R-49 ADVANCED
WOOD FRAME WALL R-21 INT PLUS R-12 CI FLOOR R-38
BASEMENT WALL R-21 INT PLUS R-12 CI
SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10
PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4:
REDUCE THE TOTAL CONDUCTIVE UA BY 30%
1.6
PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING
MODIFICATIONS: VERTICAL FENESTRATION U = 0.18 VERTICAL FENESTRATION U = 0.18
CEILING AND SINGLE-RAFTER OR JOIST-VAULTED R-60 ADVANCED
WOOD FRAME WALL R-21 INT PLUS R-16 CI
FLOOR R-48
BASEMENT WALL R-21 INT PLUS R-16 CI SLAB ON GRADE R-20 PERIMETER AND UNDER
ENTIRE SLAB BELOW GRADE SLAB R-20 PERIMETER AND UNDER ENTIRE SLAB OR
COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA
BY 40%.
1.7
ADVANCED FRAMING AND RAISED HEEL TRUSSES OR RAFTERS VERTICAL GLAZING U-0.28
R-49 ADVANCED (U-0.020) AS LISTED IN SECTION A102.2.1, CEILINGS BELOW A VENTED ATTIC AND
R-49 VAULTED CEILINGS WITH FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDING OVER THE
WALL TOP PLATE AT THE EAVES.
2.1
COMPLIANCE BASED ON R402.4.1.2: REDUCED THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER3.0 AIR CHANGES PER
HOUR HOUR MAXIMUM AT 50 PASCALS OR OR
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCE THE
TESTED AIR LEAKAGE TO 0.3 CFM/SF MAXIMUM AT 50 PASCALS AND0.3 CFM/SF MAXIMUM AT 50 PASCALS AND
ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE
INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE.
SHALL BE MET WITH A HIGH EFFICIENCY FAN(S) (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH
THE FURNACE FAN (IF PRESENT). VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM
MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN
VENTILATION ONLY MODE.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND THE MAXIMUM TESTED BUILDING AIR LEAKAGE, AND SHALL SHOW THE
QUALIFYING VENTILATION SYSTEM AND ITS CONTROL SEQUENCE OF OPERATION.
2.2
COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR CHANGES2.0 AIR CHANGES
PER HOUR MAXIMUM AT 50 PASCALS ORPER HOUR MAXIMUM AT 50 PASCALS OR
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCE THE TESTED
AIR LEAKAGE TO 0.25 CFM/SF MAXIMUM AT 50 PASCALS AND AND ALL WHOLE HOUSE VENTILATION
REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE
OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HEAT
RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.65. 0.65. (1)
2.3
COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCED THE TESTED AIR LEAKAGE TO 1.5 AIR1.5 AIR
CHANGES PER HOURCHANGES PER HOUR MAXIMUM AT 50 PASCALS OROR
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCED THE
TESTED AIR LEAKAGE TO 0.25 CFM/SF0.25 CFM/SF MAXIMUM AR 50 PASCALS AND AND ALL WHOLE HOUSE
VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL
RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET
WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAR RECOVERY
EFFICIENCY OF 0.75. 0.75. (1)
2.4
COMPLIANCE BASED ON SECTION R402.4.1.2 REDUCE THE TESTED AIR LEAKAGE TO 0.6 AIR CHANGES0.6 AIR CHANGES
PER HOUR PER HOUR MAXIMUM AT 50 PASCALS OR OR
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.1.2: REDUCE THE TESTED
AIR LEAKAGE TO 0.15 CFM/SF0.15 CFM/SF MAXIMUM AT 50 PASCALS ANDAND ALL WHOLE HOUSE VENTILATION
REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE
OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HEAR
RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAR RECOVERY EFFICIENCY OF 0.80.0.80.
DUCT INSTALLATION SHALL COMPLY WITH SECTION R403.3.7. DUCT INSTALLATION SHALL COMPLY WITH SECTION R403.3.7. (1)
(1) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWING SHALL SPECIFY THE OPTION(1) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWING SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALLBEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL
SHOW THE HEAR RECOVERY VENTILATION SYSTEM.SHOW THE HEAR RECOVERY VENTILATION SYSTEM.
3.1 (2)
ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE FURNACE WITH MINIMUM AFUE OF 95% OROR
ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE BOILER WITH MINIMUM AFUE OF 90%. (2)
3.2 (2)
AIR-SOURCE CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 9.5. (3)
3.3 (2)
CLOSED-LOOP GROUND SOURCE HEAT PUMP; WITH A MINIMUM COP OF 3.3 OROR OPEN LOOP WATER
SOURCE HEAT PUMP WITH A MAXIMUM PUMPING HYDRAULIC HEAD OF 150 FEET AND MINIMUM COP
OF 3.6 (3)
3.4
DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE
HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI-SPLIT HEAT PUMP
SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDED HEATING TO THE
LARGEST ZONE OF THE HOUSING UNIT. (4)
3.5 (2)
AIR-SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 11.0 (4)
3.6 (2)
DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY
LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF SHALL BE SIZED AND
INSTALLED TO PROVIDE HEAT TO ENTIRE DWELLING UNIT AT THE DESIGN OUTDOOR AIR
TEMPERATURE.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED, THE HEATED FLOOR AREA CALCULATION, THE HEATING EQUIPMENT TYPE(S), THE
MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE).
(2) AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 W/SF (EQUIVALENT) OF HEATED(2) AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 W/SF (EQUIVALENT) OF HEATED
FLOOR AREA OR 500 W, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT.FLOOR AREA OR 500 W, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT.
(3) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE(3) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE
OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUMOPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM
EQUIPMENT EFFICIENCY.EQUIPMENT EFFICIENCY.
(4) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE(4) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE
OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUMOPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM
EQUIPMENT EFFICIENCY.EQUIPMENT EFFICIENCY.
4.1
ALL SUPPLY AND RETURN DUCTS LOCATED IN AN UNCONDITIONED ATTIC SHALL BE DEEPLY BURIED
IN CEILING INSULATION IN ACCORDANCE WITH SECTION R403.3.7.
FOR MECHANICAL EQUIPMENT LOCATED OUTSIDE THE CONDITIONED SPACE, A MAXIMUM OF 10
LINEAR FEET OF RETURN DUCT AND 5 LINEAR FEET OF SUPPLY DUCT CONNECTIONS TO THE
EQUIPMENT MAY BE OUTSIDE THE DEEPLY BURIED INSULATION. ALL METALLIC DUCTS LOCATED
OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS
SEALED WITH MASTIC. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES.
DUCT LEAKAGE SHALL BE LIMITED TO 3 CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA.
AIR HANDLER(S) SHALL BE LOCATED WITHIN THE CONDITIONED SPACE.
4.2
HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEM(S) INSTALLATION SHALL COMPLY WITH THE
REQUIREMENTS OF SECTION R403.3.7.
LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACED IS NOT PERMITTED UNDER THIS
OPTION.
ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS
OPTION.
DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LESS THAN 80% IS NOT PERMITTED UNDER
THIS OPTION.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND SHALL SHOW THE
LOCATION OF THE HEATING AND COOLING EQUIPMENT AND ALL THE DUCTWORK.
5.1
A DRAIN WATER HEAT RECOVERY UNIT(S) SHALL BE INSTALLED, WHICH CAPTURES WASTE WATER
HEAT FROM ALL AND ONLY THE SHOWERS. AND HAS A MINIMUM EFFICIENCY OF 40% IF INSTALLED
FOR EQUAL FLOW OR A MINIMUM EFFICIENCY OF 54% IF INSTALLED FOR UNEQUAL FLOW. SUCH
UNITS SHALL BE RATED IN ACCORDANCE WITH CSA B55.1 OR IAPMO IGC 346-2017 AND BE SO
LABELED.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL INCLUDE A PLUMBING
DIAGRAM THAT SPECIFIES THE DRAIN WATER HEAT RECOVERY UNITS AND THE PLUMBING LAYOUT
NEEDED TO INSTALL IT. LABELS OR OTHER DOCUMENTATION SHALL BE PROVIDED THAT
DEMONSTRATES THAT THE UNIT COMPLIES WITH THE STANDARD.
5.2
WATER HEATING SYSTEM SHALL INCLUDE ON OF THE FOLLOWING:
ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.80 (5)
5.3
WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
ENERGY STAR RATED GAS OR PROPANE WATER, HEATER WITH A MINIMUM UEF OF 0.91 OROR SOLAR
WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING
WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS OR 2000 kWh BASED ON THE SOLAR
RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OF OG-300 CERTIFIED
SOLAR WATER HEATING SYSTEMS OROR
WATER HEATED BY GROUND SOURCE HEAT PUMP MEETING REQUIREMENTS OF OPTION 3.3.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM
EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF
MINIMUM ENERGY SAVINGS.
5.4
WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER I OF NEEA’S ADVANCED
WATER HEATING SPECIFICATION OROR
FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR
TIER I OF NEEA’S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT
WATER TO ALL UNITS, IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT
WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE
INSULATION. (5)
5.6
WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM UEF OF 2.9 AND UTILIZING A SPLIT SYSTEM
CONFIGURATION WITH THE AIR-TO-REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS.
EQUIPMENT SHALL MEET SECTION 4, REQUIREMENTS FOR ALL UNITS, OF THE NEEA STANDARD
ADVANCED WATER HEATING SPECIFICATION WITH THE UEF NOTED ABOVE OROR
FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR
TIER III OF NEEA’S ADVANCED WATER HEATING SPECIFICATION AND UTILIZING A SPLIT SYSTEM
CONFIGURATION WITH THE AIR-TO-REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS, SHALL
SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE
DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH
R-8 MINIMUM PIPE INSULATION. (5)
(5) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE(5) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE
OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THEOPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE
MINIMUM EQUIPMENT EFFICIENCY.MINIMUM EQUIPMENT EFFICIENCY.
6.1
FOR EACH 1200 kWh OF ELECTRICAL GENERATION PER HOUSING UNIT PROVIDED ANNUALLY BY ON-
SITE WIND OR SOLAR EQUIPMENT A 1.0 CREDIT SHALL BE ALLOWED, UP TO 3 CREDITS. GENERATION
SHALL BE CALCULATED AS FOLLOWS:
FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL BE DEMONSTRATED TO MEET THIS
REQUIREMENT USING THE NATIONAL RENEWABLE LABORATORY CALCULATOR PVWATTS OR
APPROVED ALTERNATE BY THE CODE OFFICIAL.
DOCUMENTATION NOTING SOLAR ACCESS SHALL BE INCLUDED ON THE PLANS. FOR WIND
GENERATION PROJECTS DESIGNS SHALL DOCUMENT ANNUAL POWER GENERATION BASED ON THE
FOLLOWING FACTORS: THE WIND TURBINE POWER CURVE; AVERAGE ANNUAL WIND SPEED AT THE
SITE; FREQUENCY DISTRIBUTION OF THE WIND SPEED AT THE SITE AND HEIGHT OF THE TOWER.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SHOW THE PHOTOVOLTAIC OR THE WIND TURBINE EQUIPMENT TYPE,
PROVIDE DOCUMENTATION OF SOLAR AND WIND ACCESS, AND INCLUDE A CALCULATION OF THE
MINIMUM ANNUAL ENERGY POWER PRODUCTION.
7.1
ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT AND
SHALL MEET THE FOLLOWING STANDARDS:
DISHWASHER – ENERGY STAR RATED
REFRIGERATOR (IF PROVIDED) – ENERGY STAR RATED
WASHING MACHINE – ENERGY STAR RATED
DRYER – ENERGY STAR RATED, VENTLESS DRYER WITH MINIMUM CEF RATING OF 5.2
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SHOW THE APPLIANCE TYPE AND PROVIDE DOCUMENTATION OF
ENERGY STAR COMPLIANCE. AT THE TIME OF INSPECTION, ALL APPLIANCES SHALL BE INSTALLED
AND CONNECTED TO UTILITIES. DRYER DUCTS AND EXTERIOR DRYER VENT CAPS ARE NOT
PERMITTED TO BE INSTALLED IN THE DWELLING UNIT.
1.0
1.0
CHIEF ARCHITECT X12
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL
:
OWNER APPROVAL
PROJECT / CLIENT INFO
22--1166--2222
1/4" = 1"
J. SYKORA
OF:
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BUILDER INFO:
Wednesday, February 16, 2022
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DATE
4210 NAVIGATOR LANE, ANACORTES
A27
ENERGY CODE
COMPLIANCE