HomeMy WebLinkAboutPLANS - M19-00009 - Scott & Niccola Tavares - Sagewood Dr - County SFRDE
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SHEET 1
G-101
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INDEX OF SHEETS
G-101
C-101
A-101
A-102
A-201
COVER SHEET
SITE
MAIN FLOOR
MAIN FLOOR
ELEVATIONS
INDEX OF SHEETS
A-202
A-203
A-301
S-000
S-101
ELEVATIONS
GARAGE ELEVATION
SECTIONS
STRUCTURAL INFO
FOUNDATION
INDEX OF SHEETS
S-201
S-301
R-101
E-101
FLOOR FRAMING
ROOF FRAMING
DETAILS
ELECTRICIAN MARKUP PLAN
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
3,813.37
3,813.37 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
1,885.58
1,885.58 sq ft
LOCATION: MADISON COUNTY, IDAHO
SNOW LOAD: 35 MPH
WIND SPEED: 115 MPH
FROST DEPTH: 36 INCHES
SEISMIC: D-1
REGULATION: IRC 2012
SCOTT & NIKKI TAVARES
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SHEET 2
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80
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7
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12
4
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6
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8
'
82
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2
3
9
'
31 1.9 8 6 '11 0.5 12 '147.16 5'
PROPOSEDPROPOSEDPROPOSEDPROPOSED
DRAINFIELDDRAINFIELDDRAINFIELDDRAINFIELD
PROPOSEDPROPOSEDPROPOSEDPROPOSED
SEPTIC LOCATIONSEPTIC LOCATIONSEPTIC LOCATIONSEPTIC LOCATION
100' RADIUS100' RADIUS100' RADIUS100' RADIUS
FROM WELLFROM WELLFROM WELLFROM WELL
PROPOSEDPROPOSEDPROPOSEDPROPOSED
WELLWELLWELLWELL
80
'
SE
T
B
A
C
K
2 5 '
S E T B A C K
25'
SETBACK
25'
SETBACKSITE PLAN NOTE:
1. U.N.O. THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED
FROM PUBLIC RECORD DOCUMENTS OR GIS SYSTEM
INFORMATION AND MAY NOT BE EXACT.
2. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO OBTAIN
NECESSARY SURVEY DATA, INCLUDING TOPOGRAPHICAL
INFORMATION
3. LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE
CONTRACTOR PRIOR TO EXCAVATION
4. WHERE SEPTIC AND/OR FRESH WATER WELLS ARE NECESSARY,
PERMITS AND LOCATION SHOULD BE OBTAINED FROM THE
AUTHORITY HAVING JURISDICTION (TYPICALLY HEALTH DEPT)
5. INDICATED LOCATIONS OF SEPTIC, WELL, AND/OR UTILITIES ARE
ASSUMED OR SUGGESTED AND SHOULD BE VERIFIED AND
APPROVED BY THE OWNER/CONTRACTOR AND THE AUTHORITY
HAVING JURISDICTION
SCOTT & NICCOLA TAVARES
COTTONWOOD DR.
PARCEL NUMBER:
RP06N39E273006
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0 30' 60'
SCALE: 1" = 30'1 SITE PLAN
0 1/2'' 1'' 2''
SCALE: 1' = 1'-0"2 VISCINITY
J O B S I T E
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SHEET 3
A-101
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B B
B BB
N
6
BB B
B
B
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9
9
9
G
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5
H
9
H
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D DL
EEE
P
A A
K
CC10
P BB
J
F
5
4
7
8
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5
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D
4'
4'
-
6
"
7'
10
'
7'
4'
-
6
"
6'
14
'
-
6
"
15
'
-
6
"
10
'
17
'
-
6
"
14
'
-
6
"
3'
39
'
-
1
0
3/
4
"
57
'
-
6
"
97
'
-
4
3/
4
"
2'3'4'2'-6"5'5'2'-6"10'-73/4"10'-41/4"3'-10"4'-3"4'-3"3'-10"8'-8"8'-8"
2'7'15'21'16'-2"17'-4"
78'-6"42'-4"
120'-10"
5'
-
5
"
4'
-
9
"
17
'
-
7
3/
8
"
10
'
-
2
"
17
'
-
7
3/
8
"
27
'
-
9
3/
8
"
4'
2'-
3
"
1
0'
2'-
3
"
7'
7'-
3
"
1
4'-
3
"
5'
11'-1
0
3
/
8
"
4'
1
4'-
6
"
1
4'-
3
"
1
4'-
3
"
1
6'-1
0
3
/
8
"
6
3'-1
0
3
/
8
"
9'-
7
"
3'-
3
"
5'
5'
3'-
3
"
1 2 '-6
"
6'
2'
9'-
7
"
1 6 '-6"
1 2 '-6
"
8'
46
'
-
7
"
6'-17/
8
"
6'-
6
"
4'-
9
"
2'-
3
"
1
0'
2'-
3
"
2'-
3
"
1
0'
2'-
3
"
2'
1
0'
2'
17'-
5"
1
4'-
6
"
1
4'-
6
"
1
4'
4'
6
4'-
5"
2'3'-71/2"3'-41/2"3'-51/2"3'-6 1/2"3'2'-9"2'-9"2'-9"2'-9"4'4'1'-10"3'-6"3'-6"1'-2"
2'7'10'11'8'10'
48'
10
'
-
3
"
13
'
15'-9"19'-113/4"
4'
1 0 '-2
"
6'-
3
1/2
"
7'-
1
1/2
"
3'-
6
1/2
"
2'
1 2 '-6
1/2
"
3'-111/
8
"
5'-
31/
2"
5'-
31/2"
11'-
81/
2"
4'-1
0
"
3'-5/
8
"
3'-
61/
4"
2'-10
1/8
"
8'-
4
1/4
"
3'-
4
3/
8
"
9'
-
3
7/
8
"
5'
-
6
1/
2
"
4'
-
1
0
1/
2
"
4'
-
4
"
5'
-
3/
8
"
10
'
-
4
"
11'-73/4"
2'-53/4"
2'-1/2"3'-2"4'-31/2"6'3'-5"
2'
-
3/
8
"
3'
3'
-
2
1/
4
"
1'
-
1
3/
4
"
3'-21/4"
16'-13/4"4'-31/2"
2'-31/2"
3'-81/2"5'-5"3'-33/4"
4'-
61/
8
"
6'-6"10'-41/2"8'-51/2"10'-41/2"7'-73/4"3'-41/2"9'-61/4"
16'-81/2"
6'
-
2
7/
8
"
4'
-
8
1/
8
"
7'
-
1
0
1/
2
"
4'
-
3
1/
2
"
2'
-
8
1/
2
"
4'
-
3
1/
2
"
5'-3
7/8
"
3'-81/2"
8'
-
6
1/
2
"
4'-
8
3
/
4
"5'-1/4"2'-31/2"4'-33/4"21'
6'-
9
"
4'-71/8"
4'-11/2"
4'
-
3
3/
4
"
5'
-
1
1
3/
8
"
6'
5'
-
1
1
3/
8
"
18
'
-
1/
8
"
3'
-
7
1/
2
"
5'
-
4
7/
8
"
5'
-
3
1/
2
"
11'-73/4"7'-81/4"9'
-
4
3/
8
"
7'
-
2
3/
8
"
5'
-
1
1/
2
"
11
'
-
1
0
3/
8
"
4'
10
'
-
1
0
3/
8
"
2'-113/4"4'-51/4"3'-23/4"3'-23/4"4'-51/4"2'-81/4"
4'-11"3'-9"3'-9"4'-51/2"
3 '-1 0 5 /8 "
2
A-
3
0
1
1
A-301
1
A-301
2
A-201
2
A-
2
0
2
2
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2
0 3
H3H3H3H3
H1H1H1H1
H4H4H4H4
H1H1H1H1 H1H1H1H1 H1H1H1H1 H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H4H4H4H4
H1H1H1H1
H1H1H1H1
H4H4H4H4
H2H2H2H2
H2H2H2H2
H1H1H1H1
H1H1H1H1
H1H1H1H1H1H1H1H1H1H1H1H1
H3H3H3H3
H1H1H1H1H1H1H1H1H1H1H1H1
H1H1H1H1H1H1H1H1
H1H1H1H1
BWP2BWP2BWP2BWP2
C1
C1
C1
C1 C1
PROVIDE BEAM
POCKET &
GANG STUD
PROVIDE BEAM POCKET
& GANG STUD
PROVIDE BEAM POCKET
& GANG STUD
PROVIDE BEAM POCKET
& GANG STUD
BWP2BWP2BWP2BWP2
H1H1H1H1
H1H1H1H1
OUTDOOR GAS
FIREPLACE
INSTALL
BLOCKING FOR
GRAB BARS
INSTALL
BLOCKING FOR
GRAB BARS
H1H1H1H1
GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL
2x6 FRAMING @ 16" O.C. U.N.O.
2. SEE SHEAR OR BRACEWALL PANEL SCHEDULE FOR
WALL SHEATHING AND/OR FASTENING SCHEDULE. IF
NO SCHEDULE IS PROVIDED, WALL SHEATHING
SHALL BE 7/16" OSB, FASTENED w/16 GA. STAPLES
@ 4" O.C. ALONG EDGES & 8" O.C. IN FIELD
3. ENSURE THAT WALLS TALLER THAN 10' HAVE
BLOCKING @ PANEL EDGES OR @ 4' O.C. IN EACH
CAVITY.
4. ENSURE THAT ADEQUATE BLOCKING IS INSTALLED
FOR TOWELBARS, TP HOLDERS, AND ROBE HOOKS IN
ALL BATHROOMS(VERIFY HEIGHTS w/OWNER).
VERIFY WITH CABINETRY CONTRACTOR AND PROVIDE
NECESSARY BLOCKING AS REQUIRED.
5. ENSURE THAT COLUMNS IN WALL ARE ADEQUATELY
BRACED TO SUSTAIN LOADS AS DESIGNED. WHERE
COLUMNS ARE SPECIFIED AS "GANG" COLUMNS,
USE OSB, PLYWOOD, OR OTHER CONVENIENT
MATERIALS TO ENSURE THAT BEAM POCKETS IN
COLUMNS ARE AS EXACT AS POSSIBLE.
6. ENSURE THAT INTERIOR BEARING WALLS ARE
SUPPORTED BY BLOCKING OR DOUBLE JOISTS
7. ENSURE THAT COLUMNS INDICATED ON MAIN OR
UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS
OR COLUMNS IN LOWER FLOORS. THERE SHOULD BE
A CONTINUOUS LOAD PATH TO A FOOTING. CONTACT
THE ENGINEER TO VERIFY LOCATIONS AND SIZES IF
NECESSARY.
8. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND
ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER
DOCUMENTATION
9. PROVIDE STEPS TO GRADE FROM ALL FLOOR
SURACES
10. ENSURE THAT WINDOWS & DOORS ARE FLASHED
AND SEALED OVER AN APPROVED WALL/ROOFING
MEMBBRANE TO ENSURE MOISTURE PROTECTION
11. INSTALL SIDING PER MANUFACTURER REQ.,
INCLUDING RAIN SCREEN OR OTHER.
12. ALL STAIRS SHALL BE CONVENTIONAL IN
CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A
MINIMUM RUN OF 10".
13. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND
HANDRAILS AT THE SAME.
14. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY
SUPPORTED AND BRACED WHERE THEY CONNECT TO
THE LIGHT FRAME STRUCTURE
GENERAL FRAMING NOTE:
1. ALL HEADERS: H1 U.N.O.
2. ALL BRACE WALL PANELS (BWP) ARE BWP1 U.N.O.
3. (3) 2x6 GANG STUD IN WALL UNDER ANY GIRDER
TRUSS
OFFICE
10'-0" x 14'-9"
MASTER CLOSET
9'-6" x 10'-9"
MASTER BATH
6'-9" x 12'-9"
MASTER BEDROOM
16'-6" x 16'-6"
LIVING ROOM
19'-9" x 18'-1"
ENTRY
8'-0" x 12'-6"
DINING ROOM
10'-0" x 15'-6"
GALLERY
28'-5" x 8'-10"HALLWAY
19'-5" x 4'-4"
W.I.C.
7'-9" x 7'-9"
BEDROOM 4
10'-0" x 16'-2"
BATH
6'-0" x 11'-4"
MUDROOM
7'-9" x 11'-4"
BEDROOM 3
12'-3" x 12'-4"
BATH
5'-8" x 5'-0"
BEDROOM 2
13'-4" x 10'-0"
WIC
2'-10" x 10'-0"
CL
4'-11" x 4'-9"
CLOSET
3'-0" x 5'-0"
POWDER
6'-11" x 5'-0"
KITCHEN
14'-9" x 19'-1"
NOOK
15'-8" x 10'-8"FAMILY ROOM
16'-4" x 16'-7"
STORAGE
14'-0" x 13'-6"
EXERCISE
13'-11" x 14'-0"
BAY 1
14'-11" x 31'-0"
BAY 2
14'-11" x 28'-0"
BAY 3
14'-6" x 44'-0"
LAUNDRY
6'-1" x 4'-9"
PANTRY
16'-0" x 9'-0"
8
15'-81/2"3'-2"13'-81/2"
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
3,813.37
3,813.37 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
1,885.58
1,885.58 sq ft
HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)
IDIDIDID
H1
H2
H3
H4
PLYPLYPLYPLY
2
2
2
3
SIZESIZESIZESIZE
2X10 SPF
2X12 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
NOTENOTENOTENOTE
BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)
IDIDIDID
BWP1
BWP2
BWP2
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
EXTERIOR
EXTERIOR
STUDSSTUDSSTUDSSTUDS
2X6
2X6
2X6
O.C.O.C.O.C.O.C.
16"
16"
16"
SHEATINGSHEATINGSHEATINGSHEATING
7/16" OSB
5/8" OSB
7/16" OSB
FASTENINGFASTENINGFASTENINGFASTENING
8d NAILS
8d NAILS
8d NAILS
EDGESEDGESEDGESEDGES
4" O.C.
4" O.C.
4" O.C.
FIELDFIELDFIELDFIELD
8" O.C.
8" O.C.
8" O.C.
NOTESNOTESNOTESNOTES
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
MATERIALMATERIALMATERIALMATERIAL
TIMBER
SIZESIZESIZESIZE
8X8
PLYPLYPLYPLY
1
POST B...POST B...POST B...POST B...
-
POST C...POST C...POST C...POST C...
-
NOTENOTENOTENOTE
#6 REBAR DRIFT PIN FOR BEAM-TO CO...
HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)
IDIDIDID
H1
H2
H3
H4
PLYPLYPLYPLY
2
2
2
3
SIZESIZESIZESIZE
2X10 SPF
2X12 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
NOTENOTENOTENOTE
0 4' 8' 12'
SCALE: 3/16" = 1'-0"1 MAIN LEVEL PLAN
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DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
3
5
4
2
6
7
8
9
10
QTY
3
3
3
8
1
1
5
3
4
1
DOOR
W
2'-4"
2'-8"
3'
3'
3'
3'-6"
4'
6'
10'
12'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'
6'-8"
6'-8"
8'
6'-8"
TYPE NOTES
GARAGE ENTRY DOOR
POCKET DOOR
FRONT DOOR
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
F
E
G
J
H
K
L
N
P
Q
QTY
2
12
2
2
1
4
2
1
3
1
1
1
2
1
SIZE
W
1'-6"
2'
2'
2'-6"
3'
3'
3'-6"
4'
4'
4'
4'1/2...
6'
6'
10'
HT
1'-6"
4'
5'
1'-6"
4'
5'
1'-10"
1'
4'
3'
3'
2'
6'
5'
STYLE NOTES
BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)
IDIDIDID
BWP1
BWP2
BWP2
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
EXTERIOR
EXTERIOR
STUDSSTUDSSTUDSSTUDS
2X6
2X6
2X6
O.C.O.C.O.C.O.C.
16"
16"
16"
SHEATINGSHEATINGSHEATINGSHEATING
7/16" OSB
5/8" OSB
7/16" OSB
FASTENINGFASTENINGFASTENINGFASTENING
8d NAILS
8d NAILS
8d NAILS
EDGESEDGESEDGESEDGES
4" O.C.
4" O.C.
4" O.C.
FIELDFIELDFIELDFIELD
8" O.C.
8" O.C.
8" O.C.
NOTESNOTESNOTESNOTES
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
MATERIALMATERIALMATERIALMATERIAL
TIMBER
SIZESIZESIZESIZE
8X8
PLYPLYPLYPLY
1
POST B...POST B...POST B...POST B...
-
POST C...POST C...POST C...POST C...
-
NOTENOTENOTENOTE
#6 REBAR DRIFT PIN FOR BEAM-TO COLUMN
FLOOR JOISTSFLOOR JOISTSFLOOR JOISTSFLOOR JOISTS
IDIDIDID
FJ1
TYPETYPETYPETYPE
11-7/8" BCI 6000 @ 16" O.C.
HANGERHANGERHANGERHANGER
NA
NOTENOTENOTENOTE
HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)
IDIDIDID
H1
H2
H3
H4
PLYPLYPLYPLY
2
2
2
3
SIZESIZESIZESIZE
2X10 SPF
2X12 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
NOTENOTENOTENOTE
HOLD DOWNSHOLD DOWNSHOLD DOWNSHOLD DOWNS
SYMSYMSYMSYM IDIDIDID
1
TYPETYPETYPETYPE
HDU5 OR STHD10
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
3,813.37
3,813.37 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
1,885.58
1,885.58 sq ft
GENERAL NOTES
1. It is the responsibility of the contractor to become fully aware of any and all conditions related to the site and existing
conditions that may AFFECT the cost of scheduling construction activities, prior to submitting a bid
2. Contractor shall verify all dimensions and conditions at the job site including soil conditions, and conditions related to the
existing utilities and services before commencing work and be responsible for same. All discrepancies shall be reported to the
owner immediately
3. Do not scale drawings or details - Use given dimensions. Check details for location of all items not dimensioned on plans.
Dimensions on plans are to face of framing or center line of columns typically. Door and cased openings without dimensions are
to be (4) inches from face of adjacent wall or centered between walls.
4. The drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of
similar character to details shown, similar details of construction shall be used, subject to review and approval by the Designer
and structural engineer
5. Building systems and components not specifically detailed shall be installed, as per best manufacturers recommendations,
Notify the Designer of any resulting conflicts.
6. All work shall conform to applicable building codes and ordinances. In case of any conflict wherein the methods or standards
of installation or the materials specified do not equal or exceed the requirements of the laws or ordinances, the laws or
ordinances shall govern
7. Install dust barriers and other protection as required to protect installed finishes and facilities.
8. Plumbing, mechanical and electrical drawings, etc. are supplementary to the architectural drawings. It shall be in the
responsibility of each contractor to check with the architectural drawings before installation of their work. Any discrepancy
between the architectural drawings and the consulting engineer(s) or other supplementary drawings shall be brought to the
owner’s attention in writing
9. This project contains glazing that will be subject to federal and local glazing standards and the glazing subcontractor shall
be responsible for adherence to these requirements. If the glazing subcontractor finds anything in the documents not in
compliance with the standards, he/she shall bring discrepancies to the attention of the Designer before proceeding.
10. All glazing in hazardous locations, defined by (ibc 2406.4), shall by safety glazing, including but not limited to the safety
glazing identified in the construction documents.
11. There shall be no exposed pipe, conduits, ducts, vents, etc. All such lines shall be concealed or furred and finished, unless
noted as exposed construction on drawings. Offset studs where required, so that finished wall surface will be flush
12. Contractor shall provide temporary bracing for the structure and structural components until all final connections have
been completed in accordance with the plans
13. Carry all footings to solid, undisturbed original earth. Remove all unsuitable material under footings and slab and replace
with concrete or with compacted fill as directed by Designer or as indicated by the engineer
14. All wood framing details not shown otherwise shall be constructed to the minimum standards of the IRc or to the highest
acceptable standard according to common industry practices
15. All wood in direct contact with concrete or exposed to weather shall be pressure treated with an approved preservative
unless decay resistant heartwood of cedar or redwood is used. Fasteners for pressure treated wood shall be hot dipped
galvanized steel, stainless steel, silicon bronze, or copper
16. Fasten gypsum wallboard to all studs, top and bottom plates and blocking with drywall type screws @ 7 inches o.c.
maximum spacing unless shown otherwise. Use 1 ¼” for ½” wallboard, 1 ½” for 5/8 inch wallboard
17. Provide galvanic insulation between dissimilar metals
18. Structural, electrical, mechanical and energy notes are located within this set of drawings
19. The contractor is to verify the location of all utilities and services to the site prior to beginning any site improvements
20. No materials from the work are to be stock piled on public right-of-ways. All garbage, waste, and debris is to be removed
from the site
21. Adjacent properties, streets and walks are to be protected from damage at all times
22. All downspouts and roof drains to be connected to storm sewer by tightline unless site conditions allow for drywells or
surface drainage and unless noted otherwise in construction documents.
23. All dimensions are face of stud wall, centerline of column, or face of concrete unless noted otherwise
24. The contractor shall secure permits required by the fire department prior to building occupation
25. The contractor shall take all necessary precautions to ensure the safety of the occupants and workers at all times during
the course of the project.
26. Approved plans shall be kept in a plan box and shall not be used by any workmen. All construction sets shall reflect the same
information. The contractor shall also maintain in good condition, one complete set of plans with all revisions, addenda and
changes orders on the premises at all times. Said plans are to be under the care of the job superintendent
27. The contractor and/or the sub-contractors shall apply FOR, obtain and pay for all required permits and fees except for the
building permit
28. Construction hours, per juristiction, are to be observed for all phases of the project.
29. All construction shall comply with:
a. 2015 International building Code (IbC) with statewide amendments
b. 2015 inrwenRIONl residential code parts i, ii, iii, iv, and ix
c. 2015 International Mechanical Code (IMC) with statewide amendments
d. 2015 International Fuel Gas Code both (IFGC) with state amendments
e. IDAHO STATE PLUMBING CODE based on 2015 Uniform Plumbing Code (UPC) with statewide amendments
f. 2015 International Fire Code (IFC) with statewide amendments
g. 2017 National Electrical Code (NEC) (NFPA 70)
h. 2015 INTERNATIONAL Energy conservation Code
i. all applicable local and municipal codes, ordinances and standards.
electrical NOTES
1. All electrical work is to be BIDDER DESIGNEDBIDDER DESIGNEDBIDDER DESIGNEDBIDDER DESIGNED. The final design shall be based on the electrical drawings and/or
specifications contained in this set, and shall comply with all applicable CODES, including but not limited to the CODES
referenced in general notes.
2. it shall be the responsibility of each Contractor to check with the Architectural drawings before installation of their work.
Any discrepancy between the Architectural drawings and the consulting engineer(s) or other supplementary drawings shall be
brought to the owner and/or designer’s attention in writing.
3. Each Contractor shall obtain his/her ancillary permit(s) as required.
4. Wiring methods shall be as permitted by CODE and installation per NEC standards.
5. all devices to be specification grade.
6. all receptacles shall be at 15” from finished floor to bottom of box unless noted otherwise.
7. all switches shall Be at 42” from finished floor to bottom of box unless noted otherwise.
8. verify all receptacle, switch, and fixture locations with owner prior to installation.
mechanical & energy NOTES
1. All mechanical work is to be BIDDER DESIGNEDBIDDER DESIGNEDBIDDER DESIGNEDBIDDER DESIGNED. The final design shall comply with all applicable CODES, including but not
limited to the 2009 IMC, & 2009 iecc
2. The mechanical work must adhere to all requirements of the construction documents. See additional notes provided on
mechanical drawings.
3. it shall be the responsibility of each Contractor to check with the Architectural drawings before installation of their work.
Any discrepancy between the Architectural drawings and the consulting engineer(s) or other supplementary drawings shall be
brought to the owner and/or designer’s attention in writing.
4. Each Contractor shall obtain his/her ancillary permit(s) as required.
5. Ventilation of all areas shall be in conformance with the 2009 IbC and associated amendments
6. All exterior joints around windows and doors, openings between walls and roof or foundations, openings at penetrations, and
all other such openings shall be sealed, caulked, gasketed or weather stripped to limit air leakage.
7. Exterior doors are to be 1-3/4" insulated core with full weather strip and threshold. All glazing in exterior doors is to be
insulating doubled glazed units with safety glass.
8. All exterior glazing is to be insulating double glazed units or better.
9. jefferson, madison, fremont, teton, and bonneville counties are climate zone 6b
10. building complilance method: prescriptive approach
11. insulation “r” & “u” values shall comply with the 2009 iecc table 502.2(1) group “r” column
component: required insulation value:
glazing, vertical U-0.35 (40% MAXIMUM AREA OF WALL SURFACE)
roofs (trusses) R-38 MIN. (RECOMMEND R-48)
exterior walls (FRAMED) R-20 MIN.
INTERIOR WALLS (FRAMED) NOT REQUIRED (RECOMMEND FOR SOUND)
FLOOR R-30 MIN. (RECOMMEND FILL CAVITY)
SLAB ON GRADE FLOOR R-15 @ INTERIOR OF WALL TO 24” MIN. DEPTH (RECOMMEND TO FOOTER)
BELOW GRADE WALL (INTERIOR INSUL) R-7.5 CONTINUOUS INSULATION
DOORS (SWINGING) U-0.50
DOORS (ROLL-UP, GARAGE) U-0.50
12. Slab on grade floors shall have R-15 perimeter rigid insulation @ INTERIOR OF WALL. See plans for location, either interior or
exterior.
13. All further calculations are to be provided by the Mechanical Contractor when application for a mechanical permit is made.
14. Provide combustion, ventilation, and dilution air for the forced air furnace and other gas appliances per IFGC SEC. 304.
Show on plan submittal to City/County.
15. Provide venting for all gas heating appliances in accordance with the mechanical plans, with the heating appliance
manufacturer's recommendations, the vent manufacturer's recommendations, and the IBC.
16. Provide duct insulation as required by the IECC as may apply.
17. ALL RECESSED LIGHTING TO COMPLY WITH IECC 502.4.8
18. ALL LAMPS SHALL BE LED WITH WATT EQUIVILENT TO STANDARD INCANDESCENT LAMP AS REQUIRED BY FIXTURES.
PLUMBING NOTES
1. All PLUMBING WORK is to be BIDDER DESIGNEDBIDDER DESIGNEDBIDDER DESIGNEDBIDDER DESIGNED. The final design shall comply with all applicable CODES, including but not
limited to the UPC AS ADOPTED BY THE STATE OF IDAHO .
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE
INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING
ENGINEER(S) OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE BROUGHT TO THE OWNER AND/OR DESIGNER’S
ATTENTION IN WRITING.
3. EACH CONTRACTOR SHALL OBTAIN HIS/HER ANCILLARY PERMIT(S) AS REQUIRED.
4. Provide pressure relief valve for hot water tank. ENSURE THAT DRAIN IS SITUATED AS PER CODE.
5. Hot water tanks having flexible pipe connections and over four feet tall shall be strapped down to prevent overturn in an
earthquake.
6. Provide an approved back flow prevention device at all hose bibs.
7. Each horizontal drainage pipe shall be provided with a cleanout at its upper terminal.
8. Contractor to provide horizontal drainage piping that meets the UPC for slope requirementsm
DE
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Q E E E PB B
J
H H
109
DECORATIVE TIMBER CORBEL
8" WHITE HORIZONTAL SIDING
12" WHITE VERTICAL SIDING
WHITE AGED BRICKAPPROXIMATE GRADE FOOTERS BELOW FROST
WHITE TRIM
DARK STAINED TIMBER COLUMN
12
10
12
3
12
10
12
10
12
8
12
10
12
10
12
8
12
8
12
8
12
8
4'
1'-21/8"
9'-11/8"
16'-41/4"
26'-71/2"
BF
B B
B BB BB B
G G
3x2
3x2
3x23x23x23x2
9 9 96
TOP OF FOOTER
TOP OF FNDN
TOP OF FLOOR
TOP PLATE
RIDGE
DECORATIVE TIMBER CORBEL
8" WHITE HORIZONTAL SIDING
12" WHITE VERTICAL SIDING
WHITE AGED BRICK
APPROXIMATE GRADE
FOOTERS BELOW FROST
WHITE TRIM DARK STAINED TIMBER COLUMN
DARK STAINED TIMBER GIRDER
WHITE AGED BRICK
12
10
12
8
12
10
12
10
12
10
12
10
12
10
12
10
12
10
12
8
12
8
12
8
0 2' 4' 8'
SCALE: 1/4" = 1'-0"1 REAR ELEVATION
0 4' 8' 12'
SCALE: 3/16" = 1'-0"2 FRONT ELEVATION
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6/14/2019
B B
3x2
9 9 9
DECORATIVE TIMBER CORBEL
8" WHITE HORIZONTAL SIDING
12" WHITE VERTICAL SIDING
WHITE AGED BRICK
APPROXIMATE GRADE
FOOTERS BELOW FROST
WHITE TRIM
DARK STAINED TIMBER COLUMN
DECORATIVE TIMBER CORBEL
DARK STAINED TIMBER COLUMN
DARK STAINED TIMBER COLUMN
12
10
12
8
12
10
12
10
12
10
12
10
12
10
12
10
12
10
12
10
12
8
12
8
12
812
8
12
8
H
G G
H H
DECORATIVE TIMBER CORBEL
8" WHITE HORIZONTAL SIDING
12" WHITE VERTICAL SIDING
WHITE AGED BRICK
APPROXIMATE GRADE
FOOTERS BELOW FROST
WHITE TRIM DARK STAINED TIMBER COLUMN
12
10
12
8
12
10
12
10
12
10
12
8
12
8
12
8
0 2' 4' 8'
SCALE: 1/4" = 1'-0"2 LEFT ELEVATION
0 2' 4' 8'
SCALE: 1/4" = 1'-0"1 RIGHT ELEVATION
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H H H
9
8" WHITE HORIZONTAL SIDINGAPPROXIMATE GRADE
FOOTERS BELOW FROST
WHITE TRIM
12
8
12
8
B B
3x2
9 9 9
DECORATIVE TIMBER CORBEL
8" WHITE HORIZONTAL SIDING
12" WHITE VERTICAL SIDING
WHITE AGED BRICK APPROXIMATE GRADEFOOTERS BELOW FROST
WHITE TRIM
12
10
12
8
12
8
12
10
12
10
G G
H
DECORATIVE TIMBER CORBEL
8" WHITE HORIZONTAL SIDING
12" WHITE VERTICAL SIDING
WHITE AGED BRICK
APPROXIMATE GRADE
FOOTERS BELOW FROST
WHITE TRIM
12
10
12
8
12
10
12
10
12
10
12
8
12
8
12
8
0 2' 4' 8'
SCALE: 1/4" = 1'-0"1 GARAGE BACK ELEVATION
0 2' 4' 8'
SCALE: 1/4" = 1'-0"2 GARAGE FRONT ELEVATION
0 2' 4' 8'
SCALE: 1/4" = 1'-0"3 GARAGE RIGHT ELEVATION
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GENERAL NOTES
All work shall be consistent with the best practices of the trades involved
and conform to the 2012 IRC.
Owner/Contractor or sub-contractor shall verify plans, dimensions and any
work or construction.
Any footing or foundation re-design shall be performed by a registered
professional engineer.
Roof truss and/or beam manufacturer shall provide shop drawings showing
recommended design. Design loads per applicable local codes and
connection details signed and sealed by a registered professional engineer.
Forced air heating. All ductwork shall be located above basement ceiling
line whenever possible.
Size main hvac trunk-line to allow a 7’-0” minimum finish ceiling in
basement areas ducts pass through per IRC R305.
Furnace shall not be used prior to completion of house unless approved by
owner. Owner/Contractor shall assure that all duct registers and furnace
are clean and free of construction materials.
Provide waterproof sheetrock in tub, shower and laundry areas per IRC
R307.2.
Vent dryer and bathroom exhaust fans to exterior of house per IRC R303.3.
Case and jamb all finished door openings.
Interior and/or exterior railings required at porch or landing will conform to
IRC R312.
Engineered joist floor systems shall be installed per m anufacturer
specifications.
Provide proper gutter systems over all walks, driveways, porches or decks
as indicated on plans.
Install 6” of clean gravel in all window wells.
Finish grade the lot to slope a minimum of 6” in the first 10 feet away from
the foundation, then minimum 2% thereafter per IRC R401.3.
Mix, place, consolidate and cure all concrete per IRC R403 & R404.
All smoke detectors shall be 110V main power with battery backup. All
detectors to be connected for simultaneous alarm. Smoke alarms per IRC
R313.
Dimensions are to framed walls without sheetrock unless specified
otherwise.
FOUNDATION NOTES
All footings shall bear on undisturbed soil or compacted fill capable of
supporting a minimum design bearing pressure of 1500 P SF.
Footing elevations shown on the foundation plan, shall be lowered as
required to obtain the required design bearing pressure.
Unless noted otherwise, the bottom of all exterior footings shall be placed 6"
below local frost depth: the bottom of all interior footings shall be placed 12"
minimum below interior finished grade.
Concrete foundation shall be cast in accordance with the requirements of
IRC Section R402.
Slab on grade construction shall be in accordance with IRC R506.
STRUCTURAL NOTES
The structural drawing shall be used in conjunction with the drawings of all
other disciplines and the project specifications. The contractor shall verify
the requirements of the other trades as to sleeves, chases, hangers,
inserts, anchors, holes and other items to be placed or set in the structural
work.
The Owner/Contractor shall be responsible for complying with all safety
precautions and regulations during the work. The engineer will not advise
on nor issue direction as to safety precautions and programs.
The structural drawings herein represent the finished structure. The
Owner/Contractor shall provide all temporary guying and bracing required to
erect and hold the structure in proper alignment until all structural work and
connections have been completed. The investigation, design, safety,
adequacy and inspection of erection bracing, shoring, temporary supports,
etc. are the sole responsibility of the Owner/Contractor.
The engineer shall not be responsible for the methods, techniques and
sequences of procedures to perform the work. The supervision of the work
is the sole responsibility of the Owner/Contractor.
Drawings indicate general and typical details of construction. Where
conditions are not specifically shown, similar details of construction shall be
used, subject to approval by the engineer.
Loading applied to the structure during the process of construction shall not
exceed the safe load-carrying capacity of the structural members. Do not
apply any construction loads until structural framing is properly connected
together and until all temporary bracing is in place.
All ASTM and other references are per the latest additions of the standards,
unless otherwise noted.
WOOD FRAMING NOTES
All wood framing material shall be surfaced dry and used at 19% maximum
moisture content.
All stud and wall framing shall be No. 2 grade Doug Fir.
All joist, rafter, & misc. framing shall be No. 2 grade Doug Fir. Unless noted
otherwise.
All framing exposed to the weather or in contact with masonry or concrete
shall be pressure treated in accordance with the American Wood Preservers
Association Specification where possible.
Provide LVL header beams of the same size as joists or rafters to frame
around openings in the plywood deck unless otherwise indicated.
Bolt-holes shall be carefully centered and drilled not more than 1/16” larger
than the bolt diameter. Bolted connections shall be snug but not to the
extent of crushing wood under washers.
Prefabricated metal joist hangers, hurricane clips, hold-down anchors and
other accessories shall be as manufactured by "Simpson Strong-Tie
Company”, or approved equal. Install all accessories per the manufacturer’s
requirements. All steel shall have a minimum thickness of 0.04 inches (per
ASTM A446, Grade A) and be galvanized (coating G60).
Holes and notches drilled or cut into wood framing shall not exceed the
requirements of IRC R600.
All plates, anchors, nails, bolts, washers and other miscellaneous hardware
permanently exposed to weather shall be hot dip galvanized.
Sheathing of floors, walls and roofs shall be in accordance with IRC R500,
R600 and R800.
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4'-11/2"
1'-5/8"
9'-11/8"
4'-83/8"
DECORATIVE TIMBER
DECORATIVE TIMBER
DECORATIVE TIMBER
DECORATIVE TIMBER
4'-4"
8'-11 1/4"
5'-21/2"
4'-9 5/8"
4'-1 1/2"
117/8"
13'-43/8"
12'-13/4"
DARK STAINED TIMBER COLUMN
DARK STAINED TIMBER GIRDER
DECORATIVE TIMBER
DECORATIVE DORMER
12
10
0 2' 4' 8'
SCALE: 1/4" = 1'-0"1 SECTION B
0 2' 4' 8'
SCALE: 1/4" = 1'-0"2 SECTION A
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6/14/2019
BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)BRACE WALL SCHEDULE (ALL EXTERIOR WALLS BWP2 U.N.O.)
IDIDIDID
BWP1
BWP2
BWP2
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
EXTERIOR
EXTERIOR
STUDSSTUDSSTUDSSTUDS
2X6
2X6
2X6
O.C.O.C.O.C.O.C.
16"
16"
16"
SHEATINGSHEATINGSHEATINGSHEATING
7/16" OSB
5/8" OSB
7/16" OSB
FASTENINGFASTENINGFASTENINGFASTENING
8d NAILS
8d NAILS
8d NAILS
EDGESEDGESEDGESEDGES
4" O.C.
4" O.C.
4" O.C.
FIELDFIELDFIELDFIELD
8" O.C.
8" O.C.
8" O.C.
NOTESNOTESNOTESNOTES
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
MATERIALMATERIALMATERIALMATERIAL
TIMBER
SIZESIZESIZESIZE
8X8
PLYPLYPLYPLY
1
POST B...POST B...POST B...POST B...
-
POST C...POST C...POST C...POST C...
-
NOTENOTENOTENOTE
#6 REBAR DRIFT PIN FOR BEAM-TO COLUMN
HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)HEADERS (ALL HEADERS H1 U.N.O.)
IDIDIDID
H1
H2
H3
H4
PLYPLYPLYPLY
2
2
2
3
SIZESIZESIZESIZE
2X10 SPF
2X12 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
NOTENOTENOTENOTE
FLOOR BEAMSFLOOR BEAMSFLOOR BEAMSFLOOR BEAMS
IDIDIDID TYPETYPETYPETYPE HANGERHANGERHANGERHANGER NOTENOTENOTENOTE
FLOOR JOISTSFLOOR JOISTSFLOOR JOISTSFLOOR JOISTS
IDIDIDID
FJ1
TYPETYPETYPETYPE
11-7/8" BCI 6000 @ 16" O.C.
HANGERHANGERHANGERHANGER
NA
NOTENOTENOTENOTE
HOLD DOWNSHOLD DOWNSHOLD DOWNSHOLD DOWNS
SYMSYMSYMSYM IDIDIDID
1
TYPETYPETYPETYPE
HDU5 OR STHD10
FOOTING SCHEDULE (ALL FOOTINGS F2 U.N.O.)FOOTING SCHEDULE (ALL FOOTINGS F2 U.N.O.)FOOTING SCHEDULE (ALL FOOTINGS F2 U.N.O.)FOOTING SCHEDULE (ALL FOOTINGS F2 U.N.O.)
IDIDIDID
F1
F2
DEPTHDEPTHDEPTHDEPTH
8"
8"
WIDTHWIDTHWIDTHWIDTH
16"
18"
TYPETYPETYPETYPE
CONT
CONT
# OF BARS# OF BARS# OF BARS# OF BARS
(2)
(2)
BAR SIZEBAR SIZEBAR SIZEBAR SIZE
#4
<Undefined>
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
GENERAL STRUCTURAL NOTES
1. IN ALL CASES, “CONTRACTOR” SHALL REER TO THE CONTRACTOR OR SUB-CONTRACTOR RESPONSIBLE
FOR THE TRADE SPECIFICALLY REFERRED TO IN THE NOTES (I.E. STEEL, CONCRETE, MASONRY). THE
“CONTRACTOR” SHALL MEET ALL NOTE REQUIREMENTS AND SHALL INCLUDE THE COSTS ASSOCIATED WITH
THESE REQUIRMENTS IN HIS/HER BID. THE GENERAL CONTRACTOR, OR CONSTRUCTION MANAGER, IS
ULTIMATELY RESPONISBLE FOR COMPLIANCE WITH ALL NOTE REQUIREMENTS
2. THE CONTRACTOR SHALL PERFORM HIS/HER TRADE AND DUTIES IN A MANNER CONFORMING TO THE
PROCEDURES AND REQUIRMENTS AS STATED IN THE 2009 INTERNATIONAL BUILDING CODE (IBC), AND/OR
LATEST CODE ADOPTED BY THE LOCAL BUILDING OFFICIAL, AND ALL LOCAL ORDINANCES.
3. THE GENERAL CONTRACTOR, OR PROJECT MANAGER, SHALL COORDINATE THE WORK PERFORMED BY
ALL TRADES.
4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND/OR ARCHITECGT OF ANY DISCREPANCIES,
OMISSIONS, OR CONFLICTS BETWEEN THE VARIOUS ELEMNETS OF THE WORKING DRAWINGS AND/OR THE
SPECIFICATIONS BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN ALL CASES, UNLESS OTHERWISE
DIRECTED, THE MOST STRINGENT REQUIRMENTS SHALL GOVERN AND BE PERFORMED.
5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, SLOPES AND ELEVATIONS, ETC. AT
THE JOB SITE AND SHALL COORDINATE THESE WITH THE DESIGNER AND WITH ALL TRADES. CONSTRUCTION
DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
6. VISITS TO THE JOB SITE BY REPRESENTATIVES OF THE ENGINEER DO NOT CONSTITUTE APPROVAL OF
THE WORK PERFORMED BY THE CONTRACTOR OR HIS SUBCONTRACTORS; THEY ARE MERELY FOR THE
PURPOSE OF OBSERVATION.
7. SHOP DRAWINGS FOR ANY FABRICATED COMPONENTS OR COMPONENTS DESIGNED-BY-
MANUFACTURER SHALL BE APPROVED BY THE ENGINEER AND DESIGNER PRIOR TO FABRICATION AND
ERECTION. SHOP DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE
SAME STATE AS THE PROJECT.
8. THE CONTRACTOR SHALL VERIFY SIZES, LOCATIONS, LOADS, AND EQUIPMENT ANCHORAGE IN THE
FIELD WITH THE EQUIPMENT MANUFACTURER (OR SUPPLIER) PRIOR TO FABRICATION OR INSTALLATION OF
SUPPORTING STRUCTURES.
9. TEMPORARY SHORING (BRACING) SHALL BE PROVIDED WHERE NECESSARY. SHORING SHALL
SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED (i.e. WIND). SHORING SHALL REMAIN
IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY OR UNTIL ALL THE STRUCTURAL ELEMENTS ARE
COMPLETED. ALL SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.
10. DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND OWNER SHALL KEEP LOADS ON THE
STRUCTURE WITHIN THE LIMITS OF THE DESIGN LOADS FOR THE OCCUPANCEY. SEE STRUCTURAL PLANS
AND CALCULATIONS FOR STRUCTURAL DESIGN LOADINGS AND CRITERIA.
11. ANY SPECIAL INSPECTION REQUIRED BY THE CONSTRUCTION DOCUMENTS, OR BY THE BUILDING
OFFICIAL, OR BY THE IBC, IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ON BEHALF OF THE
OWNER.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE
JOBSITE.
13. PRIOR APPROVAL, IN WRITING, FROM THE ENGINEER IS REQUIRED FOR ANY DEVIATION FROM THE
STRUCTURAL PLANS AND/OR CONSTRUCTION DOCUMENTS. OPTIONAL MEMBER SIZES AND VARIATIONS IN
THE FRAMING REQUIRE PRIOR APPROVAL OF THE ENGINEER, DESIGNER AND OWNER. FAILURE TO FOLLOW
PLANS AND CONSSTRUCTION DOCUMENTS CONSTITUTES CHANGE IN PROJECT SCOPE.
14. SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTES AND REQUIREMENTS.
15. THE ENGINEER RESERVES THE RIGHT TO REQUEST REPLACEMENT OF ANY PORTION OF THE
STRUCTURE DEVIATING FROM THE PLANS WHERE WRITTEN PRIOR APPROVAL HAS NOT BEEN OBTAINED
AND WHERE INSPECTION BY THE ENGINEER PRIOR TO CONSTRUCTION OF THE CHANGED PORTION HAS NOT
HAPPENED.
16. ALL SITE WORK, GRADING, COMPACTION AND BACKFILL, ETC. SHALL BE DONE IN ACCORDANCE TO
COMMON BEST PRACTICES, INCLUDING REQUIRED TESTING. IF THE SITE OR SOIL CONDITIONS APPEAR TO
BE UNSTABLE OR OTHERWISE IN DOUBT, THE GENERAL CONTRACTOR SHALL OBTAIN A GEOTECHNICAL
REPORT (IF ONE HAS NOT ALREADY BEEN OBTAINED) AND SUBMIT A COPY TO THE ENGINEER FOR
VERIFICATION BEFORE PROCEEDING WITH CONSTRUCTION
17. ALL ANCHORING ADHESIVE SHALL BE SIMPOSON SET-XP EPOXY OR HILTI HIT-HY200 MAX-SD
ADHESIVE. ANCHORS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
18. ALL NON-EPOXIED POST-INSTALLED ANCHORS TO BE SIMPSON STRONG-BOLT 2 WEDGE ANCHORS,
TITEN HD SCREW ANCHORS, HILTI KWIK HUS-EZ SCREW SANCHORS, OR HILTI KWIK BOLT TZ ANCHORS.
19. FASTENERS AND ANCHOR BOLTS USED IN PRESERVATIVE-TREATED WOOD SHALL BE HOT DIPPED
ZINC-COATED GALVANIZED STEEL. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A153.
GENERAL CONCRETE NOTES
1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
2. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2009 IBC, ACI318-14, AND LOCAL ORDINANCES.
3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PLACING CONCRETE.
4. CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL PLANS PRIOR
TO PLACING CONCRETE. PROVIDE SLEEVES, BLOCK OUTS, ETC. AS REQUIRED.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PLACEMENT OF ALL ANCHOR BOLTS, SEISMIC
ANCHORS OR STRAPS, ETC. INSTALL PER MANUFACTURER’S SPECIFICATIONS.
6. THE CONTRACTOR IS RESPONISBLE FOR PROVIDING ALL FORM WORK, POUR STOPS, ETC. REQUIRED TO
CONSTRUCT ALL CONCRETE WORK. SUCH FORM WORK IS NOT NECESSARILY SHOWN ON THE STRUCTURAL
PLANS OR DETAILS. THE CONTRACTOR SHALL SPECIFY ALL FORM WORK AND SHALL INCLUDE THE COST
FOR SUCH IN HIS/HER ORIGINAL BID.
7. CONTRACTOR SHALL PROVIDE ALL SHORING AS REQUIRED.
8. FOOTINGS, FOUNDATION AND SLABS ON GRADE SHALL BE CONSTRUCTED ON PROPERLY COMPACTED
NATRUAL SOIL, OR ON STRUCTURAL FILL.
9. WHERE SITE CONDITIONS APPEAR UNSTABLE OR QUESTIONABLE IN ANY WAY, THE GENERAL
CONTRACTOR SHALL PROVIDE A GEOTECHNICAL REPORT TO THE ENGINEER TO CONFIRM SITE CONDITIONS
BEFORE WORK SHALL COMMENCE.
10. SEE FOUNDATION PLAN FOR ADDITIONAL NOTES AND REQUIREMENTS.
CONCRETE & REINFORCEMENT
11. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENTH OF 3000 PSI IN 28 DAYS. FLAT
SLABS, FOUNDATION WALLS, AND CONCRETE RETAINING WALLS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 4000 PSI. A COMPRESSIVE STRENGTH OF 1500 PSI HAS BEEN USED FOR CONCRETE
DESIGN.
12. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE STANDARD
SPECIFICATIONS ASTM A615 GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 FOR #3 AND
SMALLER. REINFORCING STEEL SHALL BE PROPERLY TIED INTO PLACE PRIOR TO PLACING CONCRETE.
13. ALL SPLICES IN CONTINUOUS CONCRETE REINFORCING BARS SHALL LAP A MINIMUM OF 30 BAR
DIAMETERS. ALL SPLICES SHALL BE MADE IN A COMPRESSION ZONE UNLESS NOTED OTHERWISE. ALL
CONTINUOUS REINFORCING SHALL TERMINATE WITH A 90° BEND OR WITH SEPARATE CONRER BARS.
FOUNDATION WALLS
14. SEE FOUNDATION WALL SCHEDULE OR FOUNDATION PLAN, FOR SPECIFICATION OF FOUNDATION WALL
REINFORCEMENT. SEE RETAINING WALL SCHEDULE, OR FOUNDATION PLAN, FOR SPECIFICATION OF
RETAINING WALL REINFORCEMENT IF APPLICABLE.
15. BRACE WALLS AS REQUIRED UNTIL FLOOR SLABS AND/OR FLOOR FRAMING ARE IN PLACE, AND UNTIL
WALLS HAVE PROPERLY CURED.
16. BACKFILL ADJACENT TO FOUNDATION WALLS OR IN LANDSCAPED AREAS SHALL BE PLACED IN LOOSE
LIFTS OF A MAXIMUM OF EIGHT INCHES (8”). FILL SHALL HAVE A MOISTURE CONTENT WITHIN 2% OF
OPTIMUM AND SHALL BE COMPACTED TO AT LEAST 90% MAXIMUM DENSITY (ASTM D 1557). HEAVY
EQUIPMENT SHALL NOT BE USED TO BACKFILL WITHOUT PRIOR CONSENTS OF THE ENGINEER.
17. CONTRACTOR SHALL PROVIDE DRAINAGE BEHIND ALL FOUNDATION AND RETAINING WALLS.
CONTRACTOR SHALL RETAIN CONSULTANTS AS NECESSSARY TO ACOMPLISH THIS WORK.
18. CONSTRUCTION JOINTS (COLD JOINTS) IN WALLS SHALL BE WATERPROOFED TO PREVENT LEAKS.
19. WHERE WALLS SUPPORT WOOD FRAMING, PROVIDE 5/8” DIA. X10” LONG ANCHOR BOLTS AT 32” O.C.
UNLESS NOTED OTHERWISE ON THE FOUNDATION PLAN. ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM
OF 7”. ANCHOR BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. ALL ANCHOR
BOLTS SHALL HAVE 3”x3”x1/4” PLATE WASHERS. THE PLATE WASHER SHALL EXTEND TO WITHIN ½” OF THE
EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. IF A DIAGONAL SLOT IS USED IN THE SQUARE
WASHER, A STANDARD CUT WASHER SHALL BE PLACED BETWEEN THE PLATE WASHER AND NUT.
20. THE CONTRACTOR SHALL COORDINATE STEPS IN WALLS WITH THE DESIGNER AND SHALL VERIFY WITH
THE ENGINEER.
SLABS
21. REINFORCE ALL SLABS ON GRADE w/#4 BARS AT 18” O.C. EACH WAY OR WITH 4x4 W2.9xW2.9 WIRE
MESH.
22. RECESS FOUNDATION AND POUR SLABS THROUGH, TYPICAL AT ALL EXTERIOR DOORS AND STORE
FRONT TYPE WINDOWS.
23. PROVIDE ISOLATION JOINTS AROUND COLUMNS/SPREAD FOOTINGS, AND CONTROL JOINTS AS
REQUIRED, PARTICULARLY WHERE SLABS TRANSITION IN SIZE.
24. THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT, AND AREAS USED FOR STAGING, DO
NOT CRACK AND DAMAGE SLABS ON GRADE. DAMAGED SLABS SHALL BE REPAIRED OR REPLACED AT NO
ADDITIONAL EXPENSE TO THE OWNER.
25. REFER TO THE CIVIL PLANS FOR SPECIFICATION OF ALL EXTERIOR FLAT WORK.
FOOTINGS
26. SEE FOOTING SCHEDULE FOR FOOTING SIZES AND REINFORCING REQUIREMENTS.
27. FOOTINGS HAVE BEEN DESIGNED USING AN ALLOWABLE BEARING PRESSURE OF 1500 PSI.
28. ALL EXTERIOR FOOTINGS SHALL BEAR BELOW FROST DEPTH. CONTRACTOR TO VERIFY.
29. THE CONTRACTOR SHALL COORDINATE STEPS IN FOOTINGS WITH THE DESIGNER AND SHALL VERIFY
WITH THE ENGINEER.
STRUCTURAL FILL
30. STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS A MAXIMUM OF EIGHT INCHES (8"). FILL SHALL
HAVE A MOISTURE CONTENT WITHIN 2% OF OPTIMUM AND SHALL BE COMPACTED TO AT LEAST 95%
MAXIMUM DENSITY (ASTM D 1557).
31. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOILS OR 24'' MINIMUM OF PROPERLY
PLACED AND COMPACTED STRUCTURAL FILL. ALL STRUCTURAL FILL SHALL EXTEND 12'' MIN. BEYOND
EDGES OF FOOTINGS.
32. SLABS ON GRADE SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOILS OR PROPERLY PLACED AND
COMPACTED STRUCTURAL FILL. SLABS ON GRADE SHALL ALSO BE CONSTRUCTED OVER 4” FREE DRAINING
BASE PLACED OVER THE STRUCTURAL FILL.
GENERAL WOOD FRAMING NOTES
1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
2. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE 2009 IBC, AND LOCAL ORDINANCES.
DIMENSIONAL LUMBER
3. DIMENSIONAL LUMBER USED AS STRUCTURAL FRAMING (i.e. JOISTS, RAFTERS, HEADERS) SHALL BE
DOUGLAS FIR-LARCH № 2 OR EQUAL.
4. DIMENSIONAL LUMBER USED FOR STUD WALLS SHALL BE STUD GRADE UNLESS NOTED OTHERWISE.
STUDS SHALL BE SPACED AT 16" O.C. MINIMUM, WITH A DOUBLE TOP PLATE. SPLICES IN THE DOUBLE TOP
PLATE SHALL ALTERNATE TOP & BOTTOM AND SHALL LAP 48'' MIN. IN NO CASE SHALL 2 x 4 BEARING
WALLS SUPPORT MORE THAN TWO FLOORS OF FRAMING IN ADDITION TO ROOF AND CEILING.
ENGINEERED LUMBER
5. GLU-LAMINATED BEAMS FOR SIMPLE SPANS SHALL BE 24F-V4 DF/DF. GLU-LAMINATED BEAMS FOR
CONTINUOUS SPANS AND CANTILEVERS SHALL BE 24F-V8 DF/DF. DO NOT INSTALL GLU-LAMINATED BEAMS
UPSIDE DOWN.
6. LAMINATED VENEER LUMBER AND THE LIKE SHALL BE INSTALLED PER MANUFACTURERS
RECOMMENDATIONS AND SPECIFICATIONS. LVL BEAMS SHALL BE BUILT UP w/ 1 3/4'' MEMBERS. SEE
FRAMING PLANS FOR NUMBER OF MEMBERS REQUIRED.
7. I-JOISTS SHALL BE TJI OR EQUIVALENT AND SHALL BE INSTALLED PER MANUFACTURERS
RECOMMENDATIONS AND SPECIFICATIONS.
8. ENGINEERED LUMBER, WITH THE EXCEPTION OF EXTERIOR GRADE GLU-LAMINATED LUMBER, SHALL NOT
BE USED IN EXTERIOR APPLICATIONS.
9. USE PRESSURE TREATED LUMBER FOR ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY IN
CONTACT WITH EARTH (i.e. MUD SILL). IN SOME SITUATIONS, 26 GAUGE GALVANIZED SHEET METAL MAY
BE PROVIDED AS AN APPROVED MOISTURE BARRIER. SEE ENGINEER FOR APPROVAL OF THIS OPTION.
BLOCKING, BRIDGING & MISCELLANEOUS
10. DIMENSIONAL JOISTS AND RAFTERS SHALL HAVE FULL-HEIGHT SOLID BLOCKING AT THEIR BEARING
POINTS. EACH RAFTER AND/OR ROOF TRUSS SHALL BE ANCHORED WITH SIMPSON H1 ANCHORS AT EACH
END.
11. I-JOISTS AND RAFTERS SHALL HAVE FULL-HEIGHT SOLID BLOCKING AT THEIR BEARING POINTS.
CONNECT EACH BLOCK TO TOP OF EXTERIOR WALLS WITH SIMPSON A34 CLIPS EACH JOIST OR RAFTER
SHALL BE ANCHORED WITH SIMPSON H2.5 ANCHORS AT EACH END.
12. WOOD MEMBERS MAY BE CUT ACCORDING TO STANDARD PRACTICE OR WITHIN MANUFACTURERS
ALLOWANCE.
13. BIRDS MOUTHS AND/OR NOTCHING OF STRUCTURAL MEMBERS NOT SPECIFICALLY DETAILED ON THE
STRUCTURAL PLANS IS NOT PERMITTED WITHOUT PRIOR APPROVAL.
COLUMNS & STUDS
14. ALL COLUMNS SHALL EXTEND DOWN THROUGH THE STRUCTURE TO THE FOUNDATION. COLUMNS SHALL
BE BRACED AT EACH FLOOR LEVEL. COLUMNS SHALL BE AS WIDE AND DEEP AS THE MEMBER THEY
SUPPORT IN ORDER TO PROVIDE FULL BEARING.
15. STAND ALONE POSTS SHALL BE DOUGLAS FIR-LARCH № 1OR EQUAL.
16. ALL EXTERIOR WALLS SHALL BE 2 x 6's AT 16'' O.C.
FLOOR, ROOF & WALL SHEATHING
17. ALL ROOF SHEATHING SHALL BE 5/8" APA EXP. 1 RATED OSB SHEATHING (SEE ROOF PLAN FRAMING
PLAN FOR FASTENING SCHEDULE). PANEL EDGES ARE UNBLOCKED UNLESS NOTED OTHERWISE ON THE
STRUCTURAL PLANS.
18. ALL FLOOR SHEATHING TO BE 3/4" THICK T&G OSB SHEATHING GLUED AND NAILED WITH 10d RING
SHANK NAILS OR EQUAL AT 6" O.C. PERIMETER, 6" O.C. PANEL EDGES AND AT 10" O.C. IN THE FIELD. PANEL
EDGES ARE UNBLOCKED UNLESS NOTED OTHERWISE ON THE STRUCTURAL PLANS.
19. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 7/16" APA RATED OSB SHEATHING (SEE SHEAR WALL
SCHEDULE FOR FASTENING SCHEDULE) - FLAT BLOCKED AT ALL PANEL EDGES, UNLESS NOTED
OTHERWISE IN SHEAR WALL SCHEDULE.
STRUCTURAL CONNECTIONS
20. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROVIDE ADEQUATE STRUCTURAL CONNECTIONS.
CONNECTIONS MUST CARRY THE BEARING CAPACITY OF THE MEMBER AND ANY UPLIFT OR SEISMIC
FORCES GENERATED IN THE MEMBER. SPECIAL CONSIDERATION SHALL BE GIVEN TO PREVENT CRUSHING
OF THE MEMBER AT BEARING, SPLITTING AND/OR CRACKING OF THE WOOD, AND THE LIKE.
21. SUBSTITUTION OF CONNECTIONS OTHER THAN THOSE SPECIFIED ON THE PLANS REQUIRES PRIOR
APPROVAL. THE ENGINEER IS NOT RESPONSIBLE FOR CONNECTIONS NOT APPROVED PRIOR TO
CONSTRUCTION OR INSTALLATION.
22. IF CONNECTION DETAILS, APPROVED BY THE ENGINEER, HAVE NOT BEEN PROVIDED IN THE
CONSTRUCTION DOCUMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SPECIFY AND PROVIDE ALL
STRUCTURAL CONNECTIONS. IF OTHER THAN STANDARD CONNECTIONS ARE REQUIRED, SEE ENGINEER FOR
ADDITIONAL ASSISTANCE.
23. USE SIMPSON CONNECTORS OR EQUIVALENT. INSTALL PER MANUFACTURERS SPECIFICATIONS.
24. SEE GENERAL CONCRETE NOTES FOR SPECIFICATION OF ANCHOR BOLTS, ETC. IN NO CASE SHALL THE
MUD SILL BE NOTCHED FOR THE INSTALLATION OF PLATE WASHERS, OR FOR ANY OTHER REASON.
25. ALL STRUCTURAL MEMBERS SHALL HAVE 1 3/4" MINIMUM BEARING.
26. FOR ADDITIONAL NAILING PATTERN, SEE SCHEDULES IN THE INTERNATIONAL BUILDING CODE (IBC).
GENERAL WOOD TRUSS NOTES
1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
2. THE TRUSSES SHALL ALSO BE DESIGNED PER THE 2009 INTERNATIONAL BUILDING CODE, AND LOCAL
ORDINANCES. THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF
THE PRE-ENGINEERED TRUSSES, PER THE DESIGN CRITERIA ABOVE. DESIGN MUST TAKE INTO ACCOUNT
UNBALANCED SNOW LOADS, SNOW DRIFTING, INCREASED SNOW LOADS ON EAVES AND IN VALLEYS,
IMPACT LOADS FROM FALLING SNOW AND ICE, ETC.
3. THE PROJECT ENGINEER, OR ENGINEER OF RECORD, IS NOT RESPONSIBLE FOR THE DESIGN OF THE
PRE-ENGINEERED TRUSSES, NOR FOR THE INSTALLATION, ETC. OF THE TRUSSES.
4. ALL TRUSS TO TRUSS AND TRUSS TO STRUCTURAL BEAM CONNECTORS SHALL BE SPECIFIED BY THE
TRUSS MANUFACTURER.
5. THE TRUSSES SHALL BE DESIGNED TO CARRY ANY ADDITIONAL LOADS DUE TO MECHANICAL UNITS,
OVERHEAD DOORS, ROOF OVERBUILDS, ETC.
6. ALL MEMBERS SHALL BE DESIGNED FOR COMBINED STRESSES, BASED ON THE WORST LOADING
CONDITION.
7. BOTTOM CHORDS OF TRUSSES, ACTING AS CEILING MEMBERS, MUST BE ABLE TO SUPPORT A 10 PSF
LIVE LOAD PER IBC REQUIREMENTS.
8. EACH CHORD SECTION SHALL BE INVOLVED IN TWO PANEL POINTS BEFORE BEING SPLICED.
9. PROVIDE 1/8'' CAMBER FOR EACH 6 FEET OF TRUSS UNLESS OTHERWISE INDICATED.
TRUSS BRACING & BLOCKING
10. THE TRUSS MANUFACTURER SHALL SPECIFY PROPER BRACING OF COMPRESSION CHORD MEMBERS
6'-0" LONG (OR LONGER), AS WELL AS BRACING REQUIRED FOR TRUSS ERECTION, AND ANY OTHER
BRACING.
11. THE TRUSS MANUFACTURER SHALL SPECIFY ALL REQUIRED TRUSS BLOCKING. TRUSS BLOCKING
SHALL BE DESIGNED FOR LATERAL LOADINGS.
FABRICATION & INSTALLATION
12. FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICBO. THIS SPECIFICATION SHALL GOVERN
WHEN IT EXCEEDS ICBO REQUIREMENTS.
13. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION.
14. FABRICATE TRUSSES IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE GOOD BEARING AT
JOINTS. JOINTS SHALL BE ACCEPTABLE IF THE AVERAGE OPENING BETWEEN ENDS OF MEMBERS
IMMEDIATELY AFTER FABRICATION IS LESS THAN 1/16", EXCEPT THAT TRUSS COMPRESSION CHORD
JOINTS AT SPLICES AND RIDGES SHALL HAVE FULL CONTACT BETWEEN MEMBERS.
15. TRUSS FABRICATORS USING METAL PLATES SHALL HAVE PLANT INSPECTED FOUR TIMES PER YEAR
BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI REGULATIONS AND COPIES OF
INSPECTIONS MADE AVAILABLE TO OWNER UPON REQUEST.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE TRUSSES PER THE TRUSS
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. NO WEB OR CHORD MEMBERS SHALL BE
MODIFIED IN THE FIELD.
METAL GUSSET PLATES
17. GUSSET PLATES SHALL BE SPECIFIED FOR GREATER OF EITHER THE MEMBER FORCES SHOWN ON
DRAWINGS OR THE MEMBER FORCES DERIVED FROM STRUCTURAL ANALYSIS. PLUS OR MINUS 6%.
18. NO PANEL POINT SHALL HAVE MORE THAN ONE PLATE PER TRUSS SIDE.
19. PLATES SHALL HAVE MINIMUM BITE OF 2 1/2" ON MEMBERS. MEASURE BITE ALONG CENTER LINE OF
WEBS AND PERPENDICULAR TO CHORD AXES. ORIENT PLATE AXIS PARALLEL WITH TRUSS CHORD AXIS
EXCEPT WHERE CHORDS CHANGE PITCH AT JOINT.
20. PRESS PLATES INTO MEMBERS TO OBTAIN FULL PENETRATION WITHOUT CRUSHING OUT SURFACE OF
WOOD. PLATE EMBEDMENT IS ACCEPTABLE IF OPENING BETWEEN PLATE AND WOOD SURFACE IS LESS
THAN 1/32".
21. LUMBER DEFECTS AND PLATE MISPLACEMENT, IN COMBINATION, SHALL NOT REDUCE PLATE AREA OR
NUMBER OF AFFECTIVE TEETH, PRONGS, OR NAILS BY MORE THAN 10%.
22. DO NOT APPLY METAL GUSSET PLATES AFTER SHOP FABRICATION.
DESIGN LOADS FOR ROOF TRUSSES:
TOP CHORD LIVE LOAD = 35 PSF
TOP CHORD DEAD LOAD = 15 PSF
BOT CHORD LIVE LOAD = 0 PSF
BOT CHORD DEAD LOAD = 5 PSF
DEFLECTION CRITERIA, ROOF TRUSSES:
TOTAL LOAD DEFLECTION = L/240
DESIGN CRITERIA
SNOW LOAD 35 psf
SEISMIC DESIGN CATEGORY D-1
OCCUPANCY CATEGORY 1
3 SECOND GUST WIND SPEED 115 mph
EXPOSURE B
ALLOWABLE SOIL BEARING 1500 psf (assumed)
SOIL SITE CLASS D
DESIGN LOADS
ROOF LIVE LOAD 35 psf
ROOF DEAD LOAD 15 psf
FLOOR LIVE LOAD 40 psf
FLOOR DEAD LOAD 15 psf
DESIGN CODE
2015 INTERNATIONAL BUILDING CODE (IBC)
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6/14/2019
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8 7 '-8 1 /2 "9 0 '-1 0 "
F2
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FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. 8" FOUNDATION WALL W/#4 BAR VERT @ 24" O.C. & #4
BAR HORIZ. @ 24" O.C. W/(1) BAR IN TOP 12" OF WALL.
2. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR
PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED
STRUCTURAL FILL OR UNDISTURBED SOIL.
3. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING
CAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER
EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE
MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO
POURING FOOTINGS IN THAT AREA.
4. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO
HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000
PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL
INSPECTIONS.
5. TYPICAL ANCHOR BOLTS TO BE MIN 5/8" X 10" W/ 7"
EMBEDMENT @ 48" O.C. ENTIRE WALL PERIMETER AND
FOOTERS THAT SUPPORT FRAM STEM WALLS.
6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR
& LARGER BUT MAY BE GRADE 40 FOR #3 AND
SMALLER BARS.
8. THE THICKNESS OF CONCRETE FLOOR SLABS
SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE
LESS THAN 3.5" (98 MM). A6-MIL (0.006 INCH; 0.15 MM)
POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @
25' O.C. MAX EA. DIR. OR CENTERED PER OWNER
PREFERENCE.
9. DAMP PROOFING PER 2012 IBC SECTION 403.2
10. PRESSURE TREATED SILL PLATE AT PERIMETER OF
FOUNDATION
FOOTING SCHEDULE (ALL FOOTINGS F2 U.N.O.)FOOTING SCHEDULE (ALL FOOTINGS F2 U.N.O.)FOOTING SCHEDULE (ALL FOOTINGS F2 U.N.O.)FOOTING SCHEDULE (ALL FOOTINGS F2 U.N.O.)
IDIDIDID
F1
F2
DEPTHDEPTHDEPTHDEPTH
8"
8"
WIDTHWIDTHWIDTHWIDTH
16"
18"
TYPETYPETYPETYPE
CONT
CONT
# OF BARS# OF BARS# OF BARS# OF BARS
(2)
(2)
BAR SIZEBAR SIZEBAR SIZEBAR SIZE
#4
<Undefined>
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
HOLD DOWNSHOLD DOWNSHOLD DOWNSHOLD DOWNS
SYMSYMSYMSYM IDIDIDID
1
TYPETYPETYPETYPE
HDU5 OR STHD10
0 4' 8' 12'
SCALE: 3/16" = 1'-0"1 FOUNDATION PLAN
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GENERAL NOTES
All work shall be consistent with the best practices of the trades involved
and conform to the 2012 IRC.
Owner/Contractor or sub-contractor shall verify plans, dimensions and any
work or construction.
Any footing or foundation re-design shall be performed by a registered
professional engineer.
Roof truss and/or beam manufacturer shall provide shop drawings showing
recommended design. Design loads per applicable local codes and
connection details signed and sealed by a registered professional engineer.
Forced air heating. All ductwork shall be located above basement ceiling
line whenever possible.
Size main hvac trunk-line to allow a 7’-0” minimum finish ceiling in
basement areas ducts pass through per IRC R305.
Furnace shall not be used prior to completion of house unless approved by
owner. Owner/Contractor shall assure that all duct registers and furnace
are clean and free of construction materials.
Provide waterproof sheetrock in tub, shower and laundry areas per IRC
R307.2.
Vent dryer and bathroom exhaust fans to exterior of house per IRC R303.3.
Case and jamb all finished door openings.
Interior and/or exterior railings required at porch or landing will conform to
IRC R312.
Engineered joist floor systems shall be installed per m anufacturer
specifications.
Provide proper gutter systems over all walks, driveways, porches or decks
as indicated on plans.
Install 6” of clean gravel in all window wells.
Finish grade the lot to slope a minimum of 6” in the first 10 feet away from
the foundation, then minimum 2% thereafter per IRC R401.3.
Mix, place, consolidate and cure all concrete per IRC R403 & R404.
All smoke detectors shall be 110V main power with battery backup. All
detectors to be connected for simultaneous alarm. Smoke alarms per IRC
R313.
Dimensions are to framed walls without sheetrock unless specified
otherwise.
FOUNDATION NOTES
All footings shall bear on undisturbed soil or compacted fill capable of
supporting a minimum design bearing pressure of 1500 P SF.
Footing elevations shown on the foundation plan, shall be lowered as
required to obtain the required design bearing pressure.
Unless noted otherwise, the bottom of all exterior footings shall be placed 6"
below local frost depth: the bottom of all interior footings shall be placed 12"
minimum below interior finished grade.
Concrete foundation shall be cast in accordance with the requirements of
IRC Section R402.
Slab on grade construction shall be in accordance with IRC R506.
STRUCTURAL NOTES
The structural drawing shall be used in conjunction with the drawings of all
other disciplines and the project specifications. The contractor shall verify
the requirements of the other trades as to sleeves, chases, hangers,
inserts, anchors, holes and other items to be placed or set in the structural
work.
The Owner/Contractor shall be responsible for complying with all safety
precautions and regulations during the work. The engineer will not advise
on nor issue direction as to safety precautions and programs.
The structural drawings herein represent the finished structure. The
Owner/Contractor shall provide all temporary guying and bracing required to
erect and hold the structure in proper alignment until all structural work and
connections have been completed. The investigation, design, safety,
adequacy and inspection of erection bracing, shoring, temporary supports,
etc. are the sole responsibility of the Owner/Contractor.
The engineer shall not be responsible for the methods, techniques and
sequences of procedures to perform the work. The supervision of the work
is the sole responsibility of the Owner/Contractor.
Drawings indicate general and typical details of construction. Where
conditions are not specifically shown, similar details of construction shall be
used, subject to approval by the engineer.
Loading applied to the structure during the process of construction shall not
exceed the safe load-carrying capacity of the structural members. Do not
apply any construction loads until structural framing is properly connected
together and until all temporary bracing is in place.
All ASTM and other references are per the latest additions of the standards,
unless otherwise noted.
WOOD FRAMING NOTES
All wood framing material shall be surfaced dry and used at 19% maximum
moisture content.
All stud and wall framing shall be No. 2 grade Doug Fir.
All joist, rafter, & misc. framing shall be No. 2 grade Doug Fir. Unless noted
otherwise.
All framing exposed to the weather or in contact with masonry or concrete
shall be pressure treated in accordance with the American Wood Preservers
Association Specification where possible.
Provide LVL header beams of the same size as joists or rafters to frame
around openings in the plywood deck unless otherwise indicated.
Bolt-holes shall be carefully centered and drilled not more than 1/16” larger
than the bolt diameter. Bolted connections shall be snug but not to the
extent of crushing wood under washers.
Prefabricated metal joist hangers, hurricane clips, hold-down anchors and
other accessories shall be as manufactured by "Simpson Strong-Tie
Company”, or approved equal. Install all accessories per the manufacturer’s
requirements. All steel shall have a minimum thickness of 0.04 inches (per
ASTM A446, Grade A) and be galvanized (coating G60).
Holes and notches drilled or cut into wood framing shall not exceed the
requirements of IRC R600.
All plates, anchors, nails, bolts, washers and other miscellaneous hardware
permanently exposed to weather shall be hot dip galvanized.
Sheathing of floors, walls and roofs shall be in accordance with IRC R500,
R600 and R800.
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11 7/8" BCI 6000 @ 16" O.C.
OVER PRESSURE TREATED SILL PLATE
3/4" T&G OSB w/ GLUE AND 10d RINGSHANK
NAILS 4/12 SPACING (TYP)
11 7/8" BCI 6000 @ 16" O.C.
OVER PRESSURE TREATED SILL PLATE
3/4" T&G OSB w/ GLUE AND 10d RINGSHANK
NAILS 4/12 SPACING (TYP)
4" CONCRETE SLAB OVER COMPACTED
FILL OR UNDISTURBED SOIL. SLOPE
TOWARD OVERHEAD DOORS OR PROVIDE
FLOOR DRAINS.
4" CONCRETE
SLAB OVER
COMPACTED FILL
OR UNDISTURBED
SOIL. SLOPE
AWAY FROM
STRUCTURE
4" CONCRETE
SLAB OVER
COMPACTED FILL
OR UNDISTURBED
SOIL. SLOPE
AWAY FROM
STRUCTURE
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
0 4' 8' 12'
SCALE: 3/16" = 1'-0"1 FIRST FLOOR FRAMING
DE
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SHEET 12
S-301
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GENERAL NOTES
All work shall be consistent with the best practices of the trades involved
and conform to the 2012 IRC.
Owner/Contractor or sub-contractor shall verify plans, dimensions and any
work or construction.
Any footing or foundation re-design shall be performed by a registered
professional engineer.
Roof truss and/or beam manufacturer shall provide shop drawings showing
recommended design. Design loads per applicable local codes and
connection details signed and sealed by a registered professional engineer.
Forced air heating. All ductwork shall be located above basement ceiling
line whenever possible.
Size main hvac trunk-line to allow a 7’-0” minimum finish ceiling in
basement areas ducts pass through per IRC R305.
Furnace shall not be used prior to completion of house unless approved by
owner. Owner/Contractor shall assure that all duct registers and furnace
are clean and free of construction materials.
Provide waterproof sheetrock in tub, shower and laundry areas per IRC
R307.2.
Vent dryer and bathroom exhaust fans to exterior of house per IRC R303.3.
Case and jamb all finished door openings.
Interior and/or exterior railings required at porch or landing will conform to
IRC R312.
Engineered joist floor systems shall be installed per m anufacturer
specifications.
Provide proper gutter systems over all walks, driveways, porches or decks
as indicated on plans.
Install 6” of clean gravel in all window wells.
Finish grade the lot to slope a minimum of 6” in the first 10 feet away from
the foundation, then minimum 2% thereafter per IRC R401.3.
Mix, place, consolidate and cure all concrete per IRC R403 & R404.
All smoke detectors shall be 110V main power with battery backup. All
detectors to be connected for simultaneous alarm. Smoke alarms per IRC
R313.
Dimensions are to framed walls without sheetrock unless specified
otherwise.
FOUNDATION NOTES
All footings shall bear on undisturbed soil or compacted fill capable of
supporting a minimum design bearing pressure of 1500 P SF.
Footing elevations shown on the foundation plan, shall be lowered as
required to obtain the required design bearing pressure.
Unless noted otherwise, the bottom of all exterior footings shall be placed 6"
below local frost depth: the bottom of all interior footings shall be placed 12"
minimum below interior finished grade.
Concrete foundation shall be cast in accordance with the requirements of
IRC Section R402.
Slab on grade construction shall be in accordance with IRC R506.
STRUCTURAL NOTES
The structural drawing shall be used in conjunction with the drawings of all
other disciplines and the project specifications. The contractor shall verify
the requirements of the other trades as to sleeves, chases, hangers,
inserts, anchors, holes and other items to be placed or set in the structural
work.
The Owner/Contractor shall be responsible for complying with all safety
precautions and regulations during the work. The engineer will not advise
on nor issue direction as to safety precautions and programs.
The structural drawings herein represent the finished structure. The
Owner/Contractor shall provide all temporary guying and bracing required to
erect and hold the structure in proper alignment until all structural work and
connections have been completed. The investigation, design, safety,
adequacy and inspection of erection bracing, shoring, temporary supports,
etc. are the sole responsibility of the Owner/Contractor.
The engineer shall not be responsible for the methods, techniques and
sequences of procedures to perform the work. The supervision of the work
is the sole responsibility of the Owner/Contractor.
Drawings indicate general and typical details of construction. Where
conditions are not specifically shown, similar details of construction shall be
used, subject to approval by the engineer.
Loading applied to the structure during the process of construction shall not
exceed the safe load-carrying capacity of the structural members. Do not
apply any construction loads until structural framing is properly connected
together and until all temporary bracing is in place.
All ASTM and other references are per the latest additions of the standards,
unless otherwise noted.
WOOD FRAMING NOTES
All wood framing material shall be surfaced dry and used at 19% maximum
moisture content.
All stud and wall framing shall be No. 2 grade Doug Fir.
All joist, rafter, & misc. framing shall be No. 2 grade Doug Fir. Unless noted
otherwise.
All framing exposed to the weather or in contact with masonry or concrete
shall be pressure treated in accordance with the American Wood Preservers
Association Specification where possible.
Provide LVL header beams of the same size as joists or rafters to frame
around openings in the plywood deck unless otherwise indicated.
Bolt-holes shall be carefully centered and drilled not more than 1/16” larger
than the bolt diameter. Bolted connections shall be snug but not to the
extent of crushing wood under washers.
Prefabricated metal joist hangers, hurricane clips, hold-down anchors and
other accessories shall be as manufactured by "Simpson Strong-Tie
Company”, or approved equal. Install all accessories per the manufacturer’s
requirements. All steel shall have a minimum thickness of 0.04 inches (per
ASTM A446, Grade A) and be galvanized (coating G60).
Holes and notches drilled or cut into wood framing shall not exceed the
requirements of IRC R600.
All plates, anchors, nails, bolts, washers and other miscellaneous hardware
permanently exposed to weather shall be hot dip galvanized.
Sheathing of floors, walls and roofs shall be in accordance with IRC R500,
R600 and R800.
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S
L
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E
1
0
I
N
1
2
SL
O
P
E
1
0
I
N
1
2
SL
O
P
E
1
0
I
N
1
2
SL
O
P
E
3
I
N
1
2
SLOPE 10 IN 12
SLOPE 10 IN 12
SL
O
P
E
1
0
I
N
1
2
SL
O
P
E
1
0
I
N
1
2
S L O P E 1 0 I N 1 2
S L O P E 1 0 I N 1 2
S L O P E 6 I N 1 2
SL
O
P
E
3
I
N
1
2
S
L
O
P
E
1
0
I
N
1
2
SL
O
P
E
6
I
N
1
2
SLOPE 10 IN 12 SLOPE 10 IN 12
SLOPE 10 IN 12SLOPE 10 IN 12
SL
O
P
E
1
0
I
N
1
2
SL
O
P
E
1
0
I
N
1
2
SLOPE 10 IN 12
C1C1
(3) 9.5" LVL
ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PER
MANUFACTURER.
2. SIMPSON H1 TIES @ EA. TRUSS.
3. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
4. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
5. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES,
RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION.
6. #15 ROOFING FELT MINIMUM.
7. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
8. FASCIA/SOFFIT TO MATCH SIDING.
9. SHADED AREA REPRESENT INTERIOR 5/12 VAULT
w/FALSE TIMBERS PER OWNER
9 1 /2 " T J I 1 1 0
@ 1 6 " O .C .
9 1 /2 " T J I 1 1 0
@ 1 6 " O .C .
0 4' 8' 12'
SCALE: 3/16" = 1'-0"1 ROOF LAYOUT
DE
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SHEET 13
R-101
10
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L
L
C
GENERAL NOTES
All work shall be consistent with the best practices of the trades involved
and conform to the 2012 IRC.
Owner/Contractor or sub-contractor shall verify plans, dimensions and any
work or construction.
Any footing or foundation re-design shall be performed by a registered
professional engineer.
Roof truss and/or beam manufacturer shall provide shop drawings showing
recommended design. Design loads per applicable local codes and
connection details signed and sealed by a registered professional engineer.
Forced air heating. All ductwork shall be located above basement ceiling
line whenever possible.
Size main hvac trunk-line to allow a 7’-0” minimum finish ceiling in
basement areas ducts pass through per IRC R305.
Furnace shall not be used prior to completion of house unless approved by
owner. Owner/Contractor shall assure that all duct registers and furnace
are clean and free of construction materials.
Provide waterproof sheetrock in tub, shower and laundry areas per IRC
R307.2.
Vent dryer and bathroom exhaust fans to exterior of house per IRC R303.3.
Case and jamb all finished door openings.
Interior and/or exterior railings required at porch or landing will conform to
IRC R312.
Engineered joist floor systems shall be installed per m anufacturer
specifications.
Provide proper gutter systems over all walks, driveways, porches or decks
as indicated on plans.
Install 6” of clean gravel in all window wells.
Finish grade the lot to slope a minimum of 6” in the first 10 feet away from
the foundation, then minimum 2% thereafter per IRC R401.3.
Mix, place, consolidate and cure all concrete per IRC R403 & R404.
All smoke detectors shall be 110V main power with battery backup. All
detectors to be connected for simultaneous alarm. Smoke alarms per IRC
R313.
Dimensions are to framed walls without sheetrock unless specified
otherwise.
FOUNDATION NOTES
All footings shall bear on undisturbed soil or compacted fill capable of
supporting a minimum design bearing pressure of 1500 P SF.
Footing elevations shown on the foundation plan, shall be lowered as
required to obtain the required design bearing pressure.
Unless noted otherwise, the bottom of all exterior footings shall be placed 6"
below local frost depth: the bottom of all interior footings shall be placed 12"
minimum below interior finished grade.
Concrete foundation shall be cast in accordance with the requirements of
IRC Section R402.
Slab on grade construction shall be in accordance with IRC R506.
STRUCTURAL NOTES
The structural drawing shall be used in conjunction with the drawings of all
other disciplines and the project specifications. The contractor shall verify
the requirements of the other trades as to sleeves, chases, hangers,
inserts, anchors, holes and other items to be placed or set in the structural
work.
The Owner/Contractor shall be responsible for complying with all safety
precautions and regulations during the work. The engineer will not advise
on nor issue direction as to safety precautions and programs.
The structural drawings herein represent the finished structure. The
Owner/Contractor shall provide all temporary guying and bracing required to
erect and hold the structure in proper alignment until all structural work and
connections have been completed. The investigation, design, safety,
adequacy and inspection of erection bracing, shoring, temporary supports,
etc. are the sole responsibility of the Owner/Contractor.
The engineer shall not be responsible for the methods, techniques and
sequences of procedures to perform the work. The supervision of the work
is the sole responsibility of the Owner/Contractor.
Drawings indicate general and typical details of construction. Where
conditions are not specifically shown, similar details of construction shall be
used, subject to approval by the engineer.
Loading applied to the structure during the process of construction shall not
exceed the safe load-carrying capacity of the structural members. Do not
apply any construction loads until structural framing is properly connected
together and until all temporary bracing is in place.
All ASTM and other references are per the latest additions of the standards,
unless otherwise noted.
WOOD FRAMING NOTES
All wood framing material shall be surfaced dry and used at 19% maximum
moisture content.
All stud and wall framing shall be No. 2 grade Doug Fir.
All joist, rafter, & misc. framing shall be No. 2 grade Doug Fir. Unless noted
otherwise.
All framing exposed to the weather or in contact with masonry or concrete
shall be pressure treated in accordance with the American Wood Preservers
Association Specification where possible.
Provide LVL header beams of the same size as joists or rafters to frame
around openings in the plywood deck unless otherwise indicated.
Bolt-holes shall be carefully centered and drilled not more than 1/16” larger
than the bolt diameter. Bolted connections shall be snug but not to the
extent of crushing wood under washers.
Prefabricated metal joist hangers, hurricane clips, hold-down anchors and
other accessories shall be as manufactured by "Simpson Strong-Tie
Company”, or approved equal. Install all accessories per the manufacturer’s
requirements. All steel shall have a minimum thickness of 0.04 inches (per
ASTM A446, Grade A) and be galvanized (coating G60).
Holes and notches drilled or cut into wood framing shall not exceed the
requirements of IRC R600.
All plates, anchors, nails, bolts, washers and other miscellaneous hardware
permanently exposed to weather shall be hot dip galvanized.
Sheathing of floors, walls and roofs shall be in accordance with IRC R500,
R600 and R800.
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Be
l
o
w
F
r
o
s
t
6"
M
i
n
2
1
4
3
5
7
10
8
11
6
13
12
9
KEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - FLOOR JOIST, SEE PLAN
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - FLOOR SHEATHING
6 - REQ'D PANEL BOUNDARY NAILING
7 - WALL STUDS
8 - WALL SHEATHING
9 - REQ'D PANEL EDGE NAILING
10 - CONT. BOTTOM PLATE W/ 10d COMMON
NAILS @ 6" O.C.
11 - CONT. RIMBOARD W/ SIMPSON A35 CLIP @
32" O.C.
12 - 2x8 LEDGER W/ 1/2 DIA LAG SCREWS @ 12"
O.C., STAGGER TOP & BOT.
13 - DECK JOIST
1
5
4
2
3
1
5
4
2
3
8
1
3
3
7
16
KEYNOTES
1 - WALL SHEATHING
2 - HOLDOWN
3 - WOOD STUD WALL
4 - CONCRETE WALL
5 - WOOD ATTACHMENT SEE
HOLDOWNCONNECTION
SCHEDULE
6 - EDGE NAILING SEE SHEAR
WALL SCHEDULE
7 - WOOD POST SEE HOLDOWN
SCHEDULE
8 - WOOD FLOOR JOIST
Section A
Section B
PLAN VIEW
A
B
Be
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F
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s
t
6"
M
i
n
2
1
4
3
5
7
13
8
11
6
14
9
12
10 KEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - FLOOR JOIST, SEE PLAN
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - FLOOR SHEATHING
6 - REQ'D PANEL BOUNDARY NAILING
7 - WALL STUDS
8 - WALL SHEATHING
9 - REQ'D PANEL EDGE NAILING
10 - CONT. BOTTOM PLATE W/ 10d COMMON
NAILS @ 6" O.C.
11 - CONT. RIMBOARD W/ SIMPSON A35 CLIP @
32" O.C.
12 - JOIST BLOCKING @ 32" O.C. W/ SIMPSON H3
(PROVIDE WEB FILLER AS REQ'D
13 - (4) 10d COMMON @ EACH BLOCK
14- 2x8 LEDGER W/ 1/2" DIA LAG SCREWS @ 12"
O.C., STAGGER TOP & BOT.
Stud Wall
2x6 Blocking Nailed
To Studs
2x8 Blocking (4)
16d Nails Each Studs
2x8 Ledger (3)
LedgerLok @ 16" O.C.
Manufactured
Truss
Wall Sheathing
Be
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F
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s
t
6"
M
i
n
1
5
4
3
2
7
6
8
KEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS
6 - WALL SHEATHING
7 - REQ'D PANEL EDGE NAILING
8 - J-BOLTS SIZE/TYPE PER PLAN
Dormer Ridge
Dormer
Rafter
Simpson Hangers
Simpson VPA
Valley Rafter
Not Necessary if Front
of Dormer Aligns With
Load-Bearing Wall Below
Simpson Strap
Support
Rafter Beams
9
104
6
6
8
6
7
2
1
11
12
5
3
KEYNOTES
1 - FLOOR SHEATHING
2 - REQ'D PANEL BOUNDARY NAILING
3 - WALL STUDS
4 - DOUBLE TOP PLATE
5 - WALL SHEATHING
6 - REQ'D PANEL EDGE NAILING
7 - CONT. BOTTOM PLATE W/ 10d COMMON
NAILS @ 6" O.C.
8 - CONT. RIMBOARD W/SIMPSON A35 CLIP
@ 32" O.C.
9 - SOLID BLOCKING
10 - FLOOR JOISTS
11 - JOIST BLOCKING @ 32" O.C. W/ SIMPSON
H3 (PROVIDE WEB FILLER AS REQ'D)
12 - (4) 10d COMMON @ EACH BLOCK
7
10
3
9
8
5
11
1 62
3
4
KEYNOTES
1 - 10d COMMON @ 6" O.C.
2 - FLOOR SHEATHING
3 - STUD WALL W/ 2X6 @ 16" O.C.
4 - BLOCKING W/ 10d COMMON @ 6" O.C.
5 - FLOOR JOISTS
6 - WEB SSTIFFENERS EACH SIDE
7 - PROVIDE MID HEIGHT BLOCKING
8 - FOOTING
9 - SHEATHING TO MATCH WALL ABOVE
10 - L50 EACH BLOCK
11 - SIMPSON SDS25300
NOTES:
A - LOAD BEARING WALL ABOVE MUST
STACK DIRECTLY OVER WALL BELOW
86
7
2
1
3
9
5
4
KEYNOTES
1 - FLOOR SHEATHING
2 - REQ'D PANEL BOUNDARY NAILING
3 - WALL STUDS
4 - DOUBLE TOP PLATE
5 - WALL SHEATHING
6 - REQ'D PANEL EDGE NAILING
7 - CONT. RIMBOARD W/SIMPSON A35 CLIP
@ 32" O.C.
8 - FLOOR JOIST, W/ SIMPSON H3 AT 32" O.C.
MAX (PROVIDE WEB FILLER AS REQ'D)
9 - PARTITION WALL ABOVE WHERE OCCURS,
COORDINATE WITH ARCH.
6
6
6
6
1
48
1
7
2
13
3 4
5
3
1
32
4
5
EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT
WALL INTERSECTION
KEYNOTES
1 - EDGE NAILING PER SHEAR WALL
SCHEDULE.
2 - WALL SHEATHING AS OCCURS.
3 - LOCATION OF STRAP AT END OF SHEAR
WALL, SEE PLAN FOR TYPE OF STRAP.
4 - FULL HEIGHT WOOD STUD TYP.
5 - 16d FACE NAIL AT 16" O.C.
6 - DISTANCE FROM CORNERS TO CENTER OF
STRAP EQUALS WIDTH OF WALL (MAX.)
7 - 16d FACE NAIL AT 6" O.C.
3
5
6
2
4
1
2 1
8
3
5 6
7
CASE ACASE ACASE ACASE A
KEYNOTES
1 - FLOOR SHEATHING
2 - REQ'D PANEL BOUNDARY NAILING
3 - FLOOR JOISTS
4 - SIMPSON JOIST HANGER
5 - WOOD BEAM
6 - BUILT UP BEAM NAILING
7 - BLOCKING W/ 10d TOE NAILS AT 6" O.C.
TO BEAM BELOW (AT SIM. CONDITIONS
WHERE JOISTS END AT BEAM, USE CONT.
RIM JOISTS IN LIEU OF THE BLOCKING)
8 - SIMPSON H3 AT 32" O.C. MAX. PROVIDE
WEB FILLER AS REQ'D)
Nail Through Sheathing
To Beam (TYP)
Second Header If
Applicable
2x Gang Stud
(TYP)
See Header Schedule
For Sizing & Type
-See Shear Wall Note For Sheathing
And Fastening Details.
-Extend Sheathing From Sill Plate To
Top Of Beam
-See Foundation Plan For Hold Downs.
Stud Wall
2x6 Blocking (4) 16d
Nails Each Studs
2x Ledger (3) LedgerLok
@ 16" O.C.
Rafter
Wall Sheathing
Roof Decking
Roof Girder
Simpson
VPA
Simpson LSSU
Hanger
8
732" TYP. WITH
SOLID BLOCKING
10
3 9
12
3
4
6
5
3
TYP. DOOR
OPENING
TYP. WINDOW
OPENING
B
B
A
SECTION A
SECTION B
KEYNOTES
1 - HEADER BEARING TRIMMERS OR HEADERS
2 - FULL HEIGHT STUD FLOOR TO FLOOR
3 - A.P.A. RATED WALL SHEATHING
4 - REQ'D PANEL EDGE NAILING
5 - COIL STRAP
6 - 2x FLAT BLOCKING
7 - HEADER AT DOOR OR WINDOW, TYP.
8 - CEILING OR FLOOR LINE
9 - FLOOR LINE
10 - SIMPSON CS16 COILED STRAP CUT TO
FIT EACH OPENING TOP AND BOTTOM
(TOP ONLY AT DOORS) FILL EVERY
OTHER NAIL HOLE WITH 8d COMMON
NAILS
NOT TO SCALE
FLOOR JOIST TO CONCRETE WALL
NOT TO SCALE
TYPICAL STHD HOLDOWN
NOT TO SCALE
FLOOR JOIST BLOCKING
NOT TO SCALE
MONO TRUSS TO WALL CONNECTION
NOT TO SCALE
STUD WALL TO CONCRETE WALL CONNECTION
NOT TO SCALE
DORMER DETAIL
NOT TO SCALE
FLOOR JOISTS TO STUD WALL
NOT TO SCALE
SOLID BLOCKING WALLS / FLOORS
NOT TO SCALE
FLOOR JOIST INT. SHEAR WALL
NOT TO SCALE
TYPICAL SHEAR SHEATHING @ WALL INTERSECTION
NOT TO SCALE
JOIST @ BEAM CONNECTION
NOT TO SCALE
WALL FRAMING @ GARAGE DOORS
NOT TO SCALE
RAFTER-TO-WALL CONNECTION
NOT TO SCALE
LATERAL TIES @ OPENINGS
GENERAL DETAILS:
These details are provided for the builders
convenience, and are not necessarily
applicable in all buildings. It is the
responsibility of the builder/contractor to
contact the engineer or designer for
clarification or additional details if
necessary. If there are discrepencies
between details and drawings, please
contact the engineer or designer for
clarification.
Details are not drawn to scale, unless
indicated.
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D
OFFICE
10'-0" x 14'-9"
MASTER CLOSET
9'-6" x 10'-9"
MASTER BATH
6'-9" x 12'-9"
MASTER BEDROOM
16'-6" x 16'-6"
LIVING ROOM
19'-9" x 18'-1"
ENTRY
8'-0" x 12'-6"
DINING ROOM
10'-0" x 15'-6"
GALLERY
28'-5" x 8'-10"HALLWAY
19'-5" x 4'-4"
W.I.C.
7'-9" x 7'-9"
BEDROOM 4
10'-0" x 16'-2"
BATH
6'-0" x 11'-4"
MUDROOM
7'-9" x 11'-4"
BEDROOM 3
12'-3" x 12'-4"
BATH
5'-8" x 5'-0"
BEDROOM 2
13'-4" x 10'-0"
WIC
2'-10" x 10'-0"
CL
4'-11" x 4'-9"
CLOSET
3'-0" x 5'-0"
POWDER
6'-11" x 5'-0"
KITCHEN
14'-9" x 19'-1"
NOOK
15'-8" x 10'-8"FAMILY ROOM
16'-4" x 16'-7"
STORAGE
14'-0" x 13'-6"
EXERCISE
13'-11" x 14'-0"
BAY 1
14'-11" x 31'-0"
BAY 2
14'-11" x 28'-0"
BAY 3
14'-6" x 44'-0"
LAUNDRY
6'-1" x 4'-9"
PANTRY
16'-0" x 9'-0"
8
0 4' 8' 12'
SCALE: 3/16" = 1'-0"1 MAIN FLOOR MEP
MEP DRAWING NOTE:
1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors to
make notations and changes according to the direction of the homeowner and general
contractor.
2. It is the responsibility of the individual contractors to ensure that all trade-specific design
is done according to the latest code standards and the homeowners preference
3. The trade contractors shall present all material and fixture selections for homeowner
approval prior to purchase and installation
4. If the installation of any pipes, ductwork, wires or other material require modification of
the specified structure, the general contractor shall contact the structural engineer or
designer to verify that such modification will not negatively effect the strength of the
effected structural element