HomeMy WebLinkAboutPLANS UPDATED - M19-00115 - 3475 W Hwy 33 - Commercial Bldg RemodelINDEX OF SHEETS
G-101
A-101
A-102
A-301
S-201
S-202
S-301
COVER SHEET
MAIN FLOOR
UPPER LEVEL
SECTIONS
FIRST FLOOR FRAMING
SECOND FLOOR FRAMING
WALL FRAMING LOWER
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
STORAGE
MAIN FLOOR
AREA
186.43
1,358.92
1,545.35 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
SHOP
AREA
2,315.16
2,315.16 sq ft
LOCATION: REXBURG
SNOW LOAD: 35-PSF
WIND SPEED: 115-MPH
FROST DEPTH: 36-IN
SEISMIC: D1
REGULATION: IBC 2012
RISK CATEGORY: II
LEE SHOP REMODELLEE SHOP REMODELLEE SHOP REMODELLEE SHOP REMODEL
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G-101
PLN# 19-05-002
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ADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTE::::
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
UP
5 5
4 4 4
1 1
4
4
F
F
EX
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EXISTING STORAGE
1
A-
3
0
1
1
A-
3
0
1
2
A-
3
0
1
2
A-
3
0
1
BATH BATH
KITCHEN
ADA
BATH
OFFICE #1
9'-7" x 15'-8"
OFFICE #2
9'-11" x 15'-8"
OFFICE #3
9'-11" x 15'-8"
RECORDING OFFICE
6'-11" x 16'-2"
RE
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
4
5
QTY
2
1
5
2
LOCATION
Interior
Interior
Interior
Exterior
FIRE RATING DOOR
W
2'-8"
3'
3'
6'
HT
6'-8"
5'-10"
6'-8"
7'
NOTES
1 MAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
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PLN# 19-05-002
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ADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTE::::
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
5 5
2
1
A-
3
0
1
1
A-
3
0
1
2
A-
3
0
1
2
A-
3
0
1
9'
-
6
"
18'-1/2"
EXISTING
STORAGE
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
4
5
QTY
2
1
5
2
LOCATION
Interior
Interior
Interior
Exterior
FIRE RATING DOOR
W
2'-8"
3'
3'
6'
HT
6'-8"
5'-10"
6'-8"
7'
NOTES
1 SECOND FLOORSECOND FLOORSECOND FLOORSECOND FLOOR
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
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A-102
PLN# 19-05-002
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ADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTE::::
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
8'-8 3/8"
14'-9 1/4"
25'-4"
4
RISE 6-59/64"
RUN 11"
80" HEADROOM
10' WALLS, OPEN ABOVE
PER OWNER
4
1 SECTION THROUGH STAIRSSECTION THROUGH STAIRSSECTION THROUGH STAIRSSECTION THROUGH STAIRS
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 SECTION THROUGH LARGE ROOMSECTION THROUGH LARGE ROOMSECTION THROUGH LARGE ROOMSECTION THROUGH LARGE ROOM
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
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PLN# 19-05-002
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ADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTE::::
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
SLAB ON GRADE SLAB ON GRADE
1
A-
3
0
1
1
A-
3
0
1
2
A-
3
0
1
2
A-
3
0
1
1 FIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
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PLN# 19-05-002
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ADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTE::::
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
18'-41/2"
1
A-
3
0
1
1
A-
3
0
1
2
A-
3
0
1
2
A-
3
0
1
(2) 2X6 @ 16" O.C.
LUS26-2LUS26-2
(3) 7-1/4" LVL
ATTACH RIMBOARD TO
CMU WALL WITH 1/2" TITAN HD
SCREWS @ 32" O.C.
ATTACH RIMBOARD TO
CMU WALL WITH 1/2" TITAN HD
SCREWS @ 32" O.C.
ATTACH RIMBOARD TO
CMU WALL WITH 1/2" TITAN HD
SCREWS @ 32" O.C.
3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)
3 SECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
DR
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S-202
PLN# 19-05-002
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ADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTE::::
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
UP
5 5
4 4 4
1 1
4
4
10'10'-31/2"10'-7"
31/2"7'-81/2"2'8'-3"2'-1/2"8'-31/2"2'31/2"
7'-1"3'-61/2"
10'-71/2"
1'-8"3'-101/2"3'-5"1'-8"
38
'
-
8
"
3 1/
2
"
22
'
-
1
"
15
'
-
1
0
"
5 1/
2
"
6'
-
6
1/
2
"
22
'
-
4
1/
2
"
5'
-
6
"
16
'
-
1
0
1/
2
"
14
'
-
6
"
2'-
4
1/
2
"
18'-41/2"
18'-1"31/2"
18'-1"
18'-41/2"
41'-6"8"5'-4"12'-9"31/2"
3 1/
2
"
28
'
-
3
1/
2
"
9'
-
7
1/
2
"
5 1/
2
"
38
'
-
8
"
EX
I
S
T
I
N
G
S
T
O
R
A
G
E
EXISTING STORAGE
1
A-
3
0
1
1
A-
3
0
1
2
A-
3
0
1
2
A-
3
0
1
4X4 w/ ABU44Z
POST CAP
6X6 WITH BC6
POST CAP AND
ABU66Z BASE
2X6 FURRED
BACK WALL
ALL INTERIOR WALLS
ANCHORED W/ 1/2"
REDHEADS @
4' O.C. (TYP)
GLASS WALL
PER OWNER
GLASS WALL
PER OWNER
EXISTINGEXISTING
EXISTING
EXISTING DOOR
TO BE FILLED
EXISTING
2X4 FURRED
WALL (TYP)
BATH BATH
KITCHEN
ADA
BATH
OFFICE #1
9'-7" x 15'-8"
OFFICE #2
9'-11" x 15'-8"
OFFICE #3
9'-11" x 15'-8"
RECORDING OFFICE
6'-11" x 16'-2"
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
4
5
QTY
2
1
5
2
LOCATION
Interior
Interior
Interior
Exterior
FIRE RATING DOOR
W
2'-8"
3'
3'
6'
HT
6'-8"
5'-10"
6'-8"
7'
NOTES
3 MAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
STAIRWAY/GUARDS NOTE:STAIRWAY/GUARDS NOTE:STAIRWAY/GUARDS NOTE:STAIRWAY/GUARDS NOTE:
1. VERIFY DIMENSIONAL OPENING FOR STAIR PRIOR TO CONSTRUCTION OF
FLOOR FRAMING.
2. STAIRWAYS SHALL NOT BE LESS THAN 36" WIDE AT ALL POINTS ABOVE
AND BELOW THE REQUIRED HEADROOM.
3. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE
STAIR.
4. RISERS SHALL NOT BE MORE THAN 7"
5. THE MINIMUM TREAD DEPTH SHALL NOT BE LESS THAN 11".
6. THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY
MORE THAN 3/8".
7. MINIMUM HEADROOM AT ALL PARTS OF THE STAIRWAY SHALL BE 6'-8".
8. HANDRAILS SHALL HAVE A HEIGHT OF 34"-38" FROM TREAD NOSING.
9. HANDRAILS AT WALL SHALL HAVE A CLEAR DIMENSION OF 1.5" (MIN) FROM
WALL.
10. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE
THAN 30" ABOVE THE FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS
THAN 36" IN HEIGHT.
11. OPEN SIDES OF STAIRS SHALL HAVE GUARDS NOT LESS THEN 34"
ABOVE THE NOSING.
12. WHERE GUARDS ARE REQUIRED, INTERMEDIATE RAILS OR ORNAMENTAL
CLOSURES SHALL BE PROVIDED THAT DO NOT ALLOW THE PASSAGE OF
A 4" SPHERE.
13. THE TRIANGULAR SPACE FORMED BY THE TREAD AND RISER OF THE
STAIR SHALL BE SUCH THAT A 6" SPHERE SHALL NOT PASS.
14. THE TOP AND BOTTOM OF ALL STAIRS AND AT ALL WALL TRANSITIONS
SHALL RECEIVE SOLID BLOCKING
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL
2x6 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME
SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR
WALL SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE
BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE
SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE
JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR
UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS
OR COLUMNS IN LOWER FLOORS OR SOLID BLOCKING.
PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER
AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND
ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER
DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED
AND SEALED OVER AN APPROVED WALL/ROOFING
MEMBRANE TO ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ.,
INCLUDING RAIN SCREEN OR OTHER.
10. ALL STAIRS SHALL BE CONVENTIONAL IN
CONSTRUCTION WITH A MAX RISE OF 7" AND A
MINIMUM RUN OF 11".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND
HANDRAILS AT THE SAME.
12. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY
SUPPORT AND BRACED WHERE THEY CONNECT TO
THE LIGHT FRAME STRUCTURE.
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S-301
PLN# 19-05-002
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ADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTE::::
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
5 5
2
1
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1
1
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1
2
A-
3
0
1
2
A-
3
0
1
18'-41/2"
1'-9"16'-4"31/2"
3 1/
2
"
9'
-
6
1/
2
"
5 1/
2
"
10
'
-
3
1/
2
"
EXISTING
STORAGE
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
4
5
QTY
2
1
5
2
LOCATION
Interior
Interior
Interior
Exterior
FIRE RATING DOOR
W
2'-8"
3'
3'
6'
HT
6'-8"
5'-10"
6'-8"
7'
NOTES
1 UPPER LEVEL WALL FRAMINGUPPER LEVEL WALL FRAMINGUPPER LEVEL WALL FRAMINGUPPER LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
STAIRWAY/GUARDS NOTE:STAIRWAY/GUARDS NOTE:STAIRWAY/GUARDS NOTE:STAIRWAY/GUARDS NOTE:
1. VERIFY DIMENSIONAL OPENING FOR STAIR PRIOR TO CONSTRUCTION OF
FLOOR FRAMING.
2. STAIRWAYS SHALL NOT BE LESS THAN 36" WIDE AT ALL POINTS ABOVE
AND BELOW THE REQUIRED HEADROOM.
3. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE
STAIR.
4. RISERS SHALL NOT BE MORE THAN 7"
5. THE MINIMUM TREAD DEPTH SHALL NOT BE LESS THAN 11".
6. THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY
MORE THAN 3/8".
7. MINIMUM HEADROOM AT ALL PARTS OF THE STAIRWAY SHALL BE 6'-8".
8. HANDRAILS SHALL HAVE A HEIGHT OF 34"-38" FROM TREAD NOSING.
9. HANDRAILS AT WALL SHALL HAVE A CLEAR DIMENSION OF 1.5" (MIN) FROM
WALL.
10. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE
THAN 30" ABOVE THE FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS
THAN 36" IN HEIGHT.
11. OPEN SIDES OF STAIRS SHALL HAVE GUARDS NOT LESS THEN 34"
ABOVE THE NOSING.
12. WHERE GUARDS ARE REQUIRED, INTERMEDIATE RAILS OR ORNAMENTAL
CLOSURES SHALL BE PROVIDED THAT DO NOT ALLOW THE PASSAGE OF
A 4" SPHERE.
13. THE TRIANGULAR SPACE FORMED BY THE TREAD AND RISER OF THE
STAIR SHALL BE SUCH THAT A 6" SPHERE SHALL NOT PASS.
14. THE TOP AND BOTTOM OF ALL STAIRS AND AT ALL WALL TRANSITIONS
SHALL RECEIVE SOLID BLOCKING
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL
2x6 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME
SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR
WALL SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE
BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE
SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE
JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR
UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS
OR COLUMNS IN LOWER FLOORS OR SOLID BLOCKING.
PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER
AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND
ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER
DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED
AND SEALED OVER AN APPROVED WALL/ROOFING
MEMBRANE TO ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ.,
INCLUDING RAIN SCREEN OR OTHER.
10. ALL STAIRS SHALL BE CONVENTIONAL IN
CONSTRUCTION WITH A MAX RISE OF 7" AND A
MINIMUM RUN OF 11".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND
HANDRAILS AT THE SAME.
12. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY
SUPPORT AND BRACED WHERE THEY CONNECT TO
THE LIGHT FRAME STRUCTURE.
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S-302
PLN# 19-05-002
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ADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTE::::
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
Be
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7
6
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KEYNOTESKEYNOTESKEYNOTESKEYNOTES
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
6
6
6
6
1
48
1
7
2
13
3 4
5
3
132
4
5
EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT
WALL INTERSECTION
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
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.
1
2
3
4
5
6
7
8
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - ROOF FINISH PER OWNER/BUILDER.
OVER MIN #15 ROOFING FELT.
2 - OSB SHEETING
3 - MIN 2' ICE & WATER SHIELD
4 - DRIP LEDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
1111
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" FROM STAIR NOISING
3 - 7-3/4" MAX RISE
4 - 10" MIN RUN
5 - 2X CLEAT. PRESSURE TREATED IF FLOOR IS
CONCRETE
6 - DRY WALL
7 - LVL STRINGER
8 - SIMPSON SLOPABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
1111
2222
3333 2222
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - FLOOR JOISTS PER MANUFACTURER (TYP)
2 - ACCESS TO BE LOCATED IN FLOOR
FRAMING OR FND WALL. ACCESS LOCATION
T.B.D. PER OWNER BUILDER.
3 - IF ACCESS IS BELOW GRADE AN AREA
WAY OF NO LESS THAN 16"X24" SHALL BE
PROVIDED AND IS TO BE BELOW THE
THRESHOLD OF THE ACCESS OPENING
7
8
4
6
531212 4 91110
8
6
OPTION 1 OPTION 2
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
8
732" TYP. WITH
SOLID BLOCKING
10 3 9
12
3
4
6
5
3
TYP. DOOROPENINGTYP. WINDOWOPENING
B
B
A
SECTION A
SECTION B
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
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
3 STUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
2 TYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
4 ROOF EAVEROOF EAVEROOF EAVEROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
5 TYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 CRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 ROOF OVERBUILDROOF OVERBUILDROOF OVERBUILDROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
1 LATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
GENERAL DETAILS:GENERAL DETAILS:GENERAL DETAILS: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.
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R-101
PLN# 19-05-002
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ADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTEADDITION & REMODEL NOTE::::
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.