HomeMy WebLinkAboutREDLINED PLANS - 22-00831 - Velocity Autobody - RemodelAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Alex Owens Alex.Owens@rexburg.org 208-372-2172
Description : Velocity Autobody - Remodel
Address : 265 W Main St
Application Type :
Document Filename : 22-07-030 VELOCITY SHOP FINAL.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G-101 Free Text Cody Jones : Building Open 1 IBC
A-301 Free Text Cody Jones : Building Open 3 Flashing required
S-301 Free Text Cody Jones : Building Open 5 All wood that is in contact with concrete or CMU walls needs to
be pressure treated.
G-101 Free Text Alex Owens : Electrical Open 1 No electrical plans provided. Please show what is demo'd and
new work to be installed.
# 22-00831
Commercial - Remodel
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 02.02.2023
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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INDEX OF SHEETS
G-101
G-102
A-301
S-101
S-301
S-401
COVER SHEET
GENERAL NOTES
SECTIONS
FOUNDATION
WALL FRAMING
ROOF FRAMING
1 FRONT ELEVATION
SCALE: 1/4" = 1'-0"
6 PROXIMITY MAP
NOT TO SCALE
LOCATION: MADISON COUNTY
ROOF SNOW: 35 PSF
GROUND SNOW: 50 PSF
WIND SPEED: 115 MPH
EXPOSURE: C
FROST DEPTH: 36"
SEISMIC: D1
Ss 0.366
S1 0.142
SDS 0.368
SD1 0.22
REGULATION: IRC 2018
VELOCITY SHOP
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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No electrical plans provided. Please show what is
demo'd and new work to be installed.
IB C
STAIRS:
1. (R311.7.1) MIN WIDTH OF 36" WITH MAX HANDRAIL PROJECTION OF 4-1/2" ON EITHER SIDE OF THE STAIRWAY.
2. (R311.7.2) MIN HEAD ROOM = 6'-8" FINISH FROM NOSING LINE AND MINIMUM FINISH WIDTH = 36"
3. (R311.7.3) MAX RISE OF STAIRWAY BETWEEN LEVELS AND LANDINGS IS 151"
4. (R311.7.5) MAX RISE = 7-3/4" AND MINIMUM TREAD DEPTH = 10" (11" TREAD REQUIRED IN ABSENCE OF NOSING.)
5. EVERY STAIRWAY LANDING SHALL HAVE A DIMENSION MEASURED IN THE DIRECTION OF TRAVEL, AT LEAST EQUAL
TO THE STAIRWAY WIDTH.
6. A DOOR MAY OPEN AT THE TOP OF THE STEP OF AN INTERIOR FLIGHT OF STAIRS PROVIDED THE DOOR DOES NOT
SWING OVER THE TOP STEP, AND PROVIDED THE TOP STEP IS NO MORE THAN 8" LOWER THAN FLOOR LEVEL.
7. (3) 1-1/4" X 11-7/8" LVL STRINGERS REQUIRED AT ALL STAIRWAYS.
8. (R302.7) MIN OF 1/2" GYPSUM WALL BOARD ON ALL ACCESSIBLE WALLS AND ENCLOSED UNDERSIDE OF STAIRS
WEATHER PROTECTION / FLASHING:
1. INSTALL (1) LAYER OF GRADE "D" OR BETTER (15LB) FELT UNDER ASPHALT ROOF SHINGLES.
2. ANY ROOF PITCH BETWEEN 2:12 AND 4:12 WILL RECEIVE A DOUBLE LAYER OF GRADE "D" FELT OR BETTER
UNDERLAYMENT.
3. (IRC 2018 R905.1.2 / R905.2.7) INSTALL (1) LAYER OF NO. 40 COATED ROOFING OR COATED GLASS BASE FROM THE
ROOF EAVES TO A LINE 24" INSIDE THE EXTERIOR WALL LINE WITH ALL LAPS CEMENTED TOGETHER.
4. INSTALL (1) LAYER OF NO. 40 COATED ROOFING OR COATED GLASS BASE TO ALL ROOF VALLEY CONDITIONS.
5. INSTALL (1) LAYER OF GRADE "D" (15LB) FELT UNDER ALUMINUM SIDING.
6. INSTALL (1) LAYER OF GRADE "D" (15LB) FELT UNDER BRICK/STONE VENEER.
7. INSTALL (2) LAYERS OF GRADE "D" (15LB) FELT UNDER EXTERIOR INSULATION FINISH SYSTEM (EIFS / STUCCO).
OVERLAP ALL SEAMS.
8. PROVIDE METAL FLASHING OR EQUAL AT ALL FOUNDATION, (OR BRICK AND EIFS TRANSITIONS) WHERE WATER FROM
WEATHER BARRIER COULD ENTERED DWELLING.
9. PROVIDE METAL FLASHING OR 15LB FELT BETWEEN WOOD SHEATHING AND CONCRETE PORCHES, LANDINGS, STEPS,
AND STAIRS.
10. PROVIDE 9" FLASHING, COUNTER FLASHING, AND APPROVED CAULKING AT ALL EXTERIOR WINDOWS AND DOORS.
WINDOWS AND DOORS MUST BE INSTALLED AS PER MANUFACTURER.
RADON MITIGATION:
1. RADON MITIGATION PER IRC AF 101 IN CRAWL SPACE OR UNDER SLAB-ON-GRADE PRESSURIZATION SYSTEM
(PASSIVE) RADON PIPING IN CRAWL SPACE AT BOTTOM OF FOOTING LEVEL PLASTIC WITH 12" OVERLAP ON PLASTIC
JOINTS. VERTICAL TERMINATION OF RADON PIPE THRU THE MECHANICAL ROOM THRU THE ROOF. VENT/FAN
LOCATIONS TO BE FIELD VERIFIED BY CONTRACTOR.
EXCAVATION, BACKFILL, AND GRADING:
1. ALL EXCAVATION FOR FOOTINGS SHALL BE TO NATURAL, UNDISTURBED SOIL, OR ENGINEERED FILL TO COMPACTION
OF 95% IN 8" LIFTS. SHALLOW FOUNDATIONS SHALL COMPLY WITH (IBC 1809).
2. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST LINE.
3. (R401.3) FINISH GRADING SHALL BE DONE SO AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING
FOUNDATIONS. MIN OF 6" IN FIRST 10'.
4. (2018 IRC R404.1.7) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT
STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT
DAMAGE BY THE BACKFILL.
5. ALL RETAINING WALLS REQUIRE DRAINAGE PER R405.1; CONNECT TO APPROVED DISCHARGE POINT. APPROVED
FILTER MEMBRANE REQUIRED AROUND PERFORATED PIPE OR COVERING SURROUNDING ROCK (R405.1 FOR OTHER
DRAIN TYPES AND MATERIALS)
FIRE PROTECTION AND WARNING:
1. (R302.6) PROVIDE ONE LAYER OF 5/8" TYPE "X" GYP BOARD ON ALL WALLS AND CEILING OF THE GARAGE COMMON
TO LIVING AREAS, WALLS SUPPORTING UPPER FLOOR AND ANY EXPOSED BEAMS AND POSTS.
2. (R302.7) ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE THE WALL UNDER THE STAIR SURFACE AND
ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYP BOARD.
3. (R302.5.1) DOORS LEADING FROM GARAGE INTO LIVING AREA SHALL BE SOLID WOOD, SOLID OR HONEYCOMB CORE
STEEL DOOR NOT LESS THAN 1-3/8" THICK OR HAVING A FIRE RATING PROTECTION OF NOT LESS THAN 20MIN WHEN
TESTED.
4. (R302.5.1) MUST HAVE TWO SELF CLOSING HINGES ON 20 MINUTE RATED DOORS.
5. (R314) SMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED TO MEET LOCAL CODES. WIRED IN SERIES WITH
BATTERY BACKUP ON DEDICATED BREAKER.
RAILINGS:
1. HANDRAILS ARE REQUIRED AT ALL STAIRWAYS HAVING FOUR OR MORE RISERS. SEE (SECTION R311.7.8.5) FOR
GRIP SIZE OPTIONS (REFERENCE 2018 IRC R311 & R312)
2. PROVIDE 1-1/4" TO 2-5/8" HANDRAILS 34" TO 38" IN HEIGHT THAT RUN CONTINUOUS AND HAVE RETURNING ENDS TO
WALL, NEWEL POST, OR SAFETY TERMINAL. OR 12" PAST LAST TREAD.
3. HANDRAILS DEEPER THEN 2-5/8" SHALL HAVE A FINGER GROOVE 3/4" X 1/4" DEEP ROUTED THE ENTIRE LENGTH OF
AT LEAST ONE SIDE OF HANDRAIL.
4. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES INCLUDING STAIRS, RAMPS AND LANDING,
THAT ARE LOCATED MORE THAN 30” ABOVE LEVEL BELOW. GUARD HEIGHT SHALL NOT BE LESS THAN 36”
5. GUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF
A SPHERE 4” IN DIAMETER.
FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED
STRUCTURAL FILL OR UNDISTURBED SOIL.
4. (IBC 1806.2) FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF BASED ON A CLAY,
SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT, AND SANDY SILT. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS
OR OTHER PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT
AREA. BEAR FOOTING ON SAME TYPE OF UNDISTURBED SOIL OR ROCK THROUGHOUT THE ENTIRE STRUCTURE.
5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL INSPECTIONS ARE REQUIRED.
6. LAP REBAR SPLICES IN ACCORDANCE WITH 2018 IRC 403.1.5.4. THE MAXIMUM GAP BETWEEN NONCONTACT
PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED THE SMALLER OF 1/5 THE REQUIRED LAP LENGTH AND 6
INCHES.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR ALL REBAR.
8. (2018 IRC SECTION 406) DAMP PROOF FOUNDATION WALLS IN ACCORDANCE TO SECTION 406.
9. CRAWL SPACE VENTILATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER.
10. (2018 IRC R408.4) 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE.
11. 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.
12. COMPLY W/ ACI 306R COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY TEMPERATURE IS EXPECTED TO
DROP BELOW 40ºF FOR 3 OR MORE SUCCESSIVE DAYS. DO NOT PLACE CONCRETE AGAINST FROZEN EARTH.
13. COMPLY WITH ACI 305R HOT WEATHER CONCRETE STANDARDS.
14. CONTROL JOINTS IN LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD FASHION IN LENGTHS
NOT TO EXCEED 20 FEET IN ANY DIRECTION.
15. ALL CONSTRUCTION JOINTS SHALL BE LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE, U.N.O ON
THE DRAWINGS. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE JOINTS.
16. ANCHOR BOLTS SHALL BE A36/ F1554 GRADE 36 OR BETTER. CONTRACTOR SHALL COMPLY WITH FOUNDATION
ANCHORAGE PER IRC 2018 R403.1.6(.1)
17. (2018 IRC R403.1.3.1) CONTRACTOR SHALL COMPLY WITH CONCRETE STEM WALLS WITH CONCRETE FOOTINGS FOR
REINFORCEMENT U.N.O ON FOUNDATION WALLS
18. (2018 IRC R403.1.3.5.3) ALL REINFORCEMENT SHALL BE SECURED IN THE PROPER LOCATION IN THE FORMS WITH TIE
WIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE PLACEMENT
OPERATION. CAST AGAINST EARTH SHALL HAVE A MIN. COVER OF 3", REMOVABLE FORMS THAT WILL BE EXPOSED
TO EARTH OR WEATHER SHALL BE 1.5" FOR NO. 5 BARS AND SMALLER, AND FOR NO. 6 BARS AND LARGER, 2". FOR
CONCRETE CAST IN REMOVABLE FORMS THAT WILL NOT BE EXPOSED TO THE EARTH OR WEATHER, AND FOR
CONCRETE CAST IN STAY-IN-PLACE FORMS, MIN. COVER SHALL BE 3/4".
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. WOOD STRUCTURAL PANELS TO CONFORM TO IBC 2306.3 SHALL BE CONSTRUCTED IN ACCORDANCE WITH SDPWS
4.3.6 & 4.3.7. (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 SUPPORTED 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 PER 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 APPROVED SIDING.
10. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY SUPPORTED AND BRACED WHERE THEY CONNECT TO THE LIGHT
FRAME STRUCTURE.
11. (IBC 2308.4.2.4) DO NOT NOTCH ANY STRUCTURAL WOOD MEMBER UNLESS SHOWN ON THE DRAWINGS
12. INSTALL AND FOLLOW ALL MANUFACTURES GUIDELINES FOR ENGINEERING WOOD I MEMBERS AND LVL PRODUCTS.
DO NOT NOTCH OR CUT FLANGES OF ENGINEERED WOOD I MEMBERS, UNLESS APPROVED PER MANUFACTURER.
13. PLYWOOD FACE GRAIN MUST BE PERPENDICULAR TO ITS SUPPORTS.
14. WHEREVER POSSIBLE NAILS SHOULD BE DRIVEN PERPENDICULAR TO THE GRAIN INSTEAD OF TOENAIL.
15. GLUE-LAMINATED BEAMS SHALL COMPLY WITH THE FOLLOWING:
A. (IBC REPORT 2519) I.B.C. COMBINATION 24F-V4 FOR SIMPLE SPANS, 24F-V8 FOR MULTIPLE SPANS OR
CANTILEVER BEAMS. LUMBER SHALL BE DOUGLAS FIR 2400 PSI. CAMBER FOR DEAD LOAD AS SHOWN ON
DRAWINGS.
B. FAILURE OF GLUE-LAMINATED BEAM PLACEMENT REQUIRES MANUFACTURER CONSULTING WHETHER REMOVAL OF
BEAM IS NECESSARY.
C. WET USE ADHESIVES SHALL BE USED ON ALL GLULAM MEMBERS SUBJECTED TO POSSIBLE MOISTURE.
ROOF FRAMING NOTE:
1. ROOF TRUSSES TO BE DESIGNED AND ENGINEERED BY SUPPLIER TO MEET THE DESIGN LOADS HEREIN INDICATED
IN ADDITION TO ANY AND ALL DRIFTING LOADS, WIND LOADS, EQUIPMENT LOADS AND OTHER LOADS AS INDICATED
ON FRAMING PLAN.
2. TRUSS MANUFACTURER TO PROVIDE TRUSS TO TRUSS CONNECTION DETAILS
3. SIMPSON H1 TIES OR BETTER @ EA. TRUSS.
4. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES, PLY TO MATCH PLY OF GIRDER TRUSS U.N.O.
5. 5/8 OSB DECKING W/ 16 GAUGE STAPLES OR BETTER @ 3/12 SPACING.
6. ICE /WATER BARRIER @ ALL EDGES, EAVES, GABLES, RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION. (SEE #6
IN WEATHER PROTECTION AND FLASHING SECTION)
7. ROOFING FELT (SEE WEATHER PROTECTION AND FLASHING SECTION)
8. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
9. (2) SIMPSON H2.5A CLIPS @ EACH GIRDER TRUSS U.N.O.
10. PROVIDE ATTIC VENTILATION @ 1:150 OR PER LOCAL CODE. ENCLOSED ATTICS AND RAFTERS SPACES SHALL HAVE
CROSS VENTILATION FOR EACH SEPARATE SPACE AND THE OPENINGS SHALL BE PROTECTED AGAINST THE
ENTRANCE OF RAIN OR SNOW.
GENERAL STRUCTURAL NOTE:
1. (IBC SECTION 101.3) THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED
PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT TO LIMIT DAMAGE OR
MAINTAIN FUNCTION.
2. THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE BEEN PERFORMED USING
STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR
CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY
ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN
WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING
REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. NOT EVERY CONDITION OR FRAMING
ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL
USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN.
3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED
CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. OPTIONS
ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.
4. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS,
THE GREATER REQUIREMENTS SHALL GOVERN. TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY REFERENCED
ON THE PLANS BUT SHALL APPLY NONETHELESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM
TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT
INFORMATION FOR CLARITY.
5. ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL
BUILDING DEPARTMENTS, OR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE
BUILDING DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION,
UNLESS SPECIFICALLY CONTRACTED FOR.
CODES AND SPECIFICATIONS
1. INTERNATIONAL BUILDING CODE (IBC) - 2018 EDITION
2. INTERNATIONAL RESIDENTIAL CODE (IRC) - 2018 EDITION
3. ACI 318-14 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
4. NATIONAL DESIGN SPECIFICATION (NDS) & SUPPL. FOR WOOD CONST. - 2018 EDITION
5. SPECIAL DESIGN PROVISION FOR WIND & SEISMIC - 2015 EDITION
6. ASCE 7-16 MIN. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
GENERAL NOTES
1. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED BY
THE BUILDER.
2. ANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY VARIATION FROM THE DRAWINGS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER.
4. INSTALL SIMPSON HARDWARE AS PER MANUFACTURERS REQUIREMENTS.
5. DETAILS ARE REPRESENTATIONS/ DEPICTIONS ONLY. FOLLOW WRITTEN CALLOUTS.
6. NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER OF RECORD.
7. (2018 IRC CHAPTER 14)HEATING & COOLING EQUIPMENT / APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH
THE MANUFACTURER'S INSTALLATION REQUIREMENTS.
DECKS:
1. (R507) WOOD-FRAMED DECKS SHALL BE IN ACCORDANCE WITH SECTION 507. (SEE FLOOR FRAMING PAGE FOR DECK
SIZING AND MATERIAL TYPE)
2. (R317) WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER LUMBER, WOOD FRAMING LESS THAN 18" ABOVE
GRADE SHALL BE IN COMPLIANCE WITH R317.1 (IRC 2018). CONTRACTOR TO VERIFY FINAL HEIGHT FROM FINISHED
GRADE.
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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18
'
4'
-
6
"
HEADER
2X6 BLOCK ATTACHED TO EXISTING WALL WITH
(2) 3/8" MASONRY ANCHORS. 2X6 ATTACHMENT
TO NEW STUDS. 4' O.C. HORIZONTALLY, 6' O.C.
VERTICALLY.
BENT SLOPED METAL PARAPET CAP
EXISTING BUILDING
5/8" OSB ROOF DECKING
TO EXISTING PARAPET WALL
1 SECTION A
SCALE: 1/4" = 1'-0"
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A-301
PLN# 22-07-030
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1/30/2023
12
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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F lashing req u ired
73'
4'-10"40'-8"3'20'-6"4'
2'
-
6
"
2'
-
4
"
1'
-
6
"
1'-6"1'-6"
F1
F1
F1 F1
F1
5/8" X 8-1/2" RED HEAD ANCHORS
FOR WALL PLATE ATTACHMENT
5/8" X 8-1/2" RED HEAD ANCHORS
FOR WALL PLATE ATTACHMENT
5/8" X 8-1/2" RED HEAD ANCHORS
FOR WALL PLATE ATTACHMENT
EXISTING FOUNDTION
EXISTING BUILDING
1
A -30
1
1
A -30
1
FOOTING SCHEDULE
ID
F1
WIDTH
18"
DEPTH
48"
FOOTING TYPE
CONTINUOUS FOOTING
FOOTING REBAR
(4) #4 VERTICAL BARS. (2) HORIZONTAL BARS.
PIER (IF REQUIRED)
---
5 FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
DE
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:
S-101
PLN# 22-07-030
DR
A
W
N
BY
:
CH
K
'D
BY
:
SB
W
BW
PL
O
T
DA
T
E
:
1 /30
/20
2
3
EN
G
I
N
E
E
R
:
RA
Y
MC
D
O
U
G
A
L
,
PE
EI
T
:
N /A
1/30/2023
12
7
E .
Ma
i
n
St
.
Su
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t
e
11
1
Re
x
b
u
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,
ID
83
4
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3
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65
W
MA
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RE
X
B
U
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,
ID
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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2
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73'
1'-6"
3'41'3'15'-8"8'-10"
2'
-
2
"
1'
-
6
"
8"
2'
-
4
"
1'
-
6
"
10
"
H8 H9
1'-6"1'-6"
1
A -30
1
1
A -30
1
EXISTING WINDOWS
AND DOORS
C12 C12 C12 C12
SW6
SW
6
SW6
SW
6
SW
6
SW6
SW
6
SW
6
SW6 SW
6
SW6
BALOON FRAME WITH LSL STUDS @ 16" O.C. (TYP)
ATTACH NEW STUD TO EXISTING WALL WITH 3/8"
MASONRY ANCHORS @ 2' O.C. (TYP)
H8 H9
EXISTING BUILDING
EXISTING WALL
HEADERS
ID
H8
H9
PLY
1
3
SIZE
5-1/8"X16-1/2" 24F-V4
2X10 SPF
NOTE SHEAR WALL SCHEDULE
ID
SW6
LOCATION
EXTERIOR
TYPE
7/16” OSB W/ 8d @ 4” O.C. ALL PANEL EDGES & 12” O.C. FIELD. 2X6 LSL STUDS
COLUMN SCHEDULE
ID
C12
MATERIAL
(3) 2X6 LSL GANG STUDS
4 MAIN LEVEL WALL FRAMING
SCALE: 1/4" = 1'-0"
DE
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WA
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:
S-301
PLN# 22-07-030
DR
A
W
N
BY
:
CH
K
'D
BY
:
SB
W
BW
PL
O
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DA
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:
1 /30
/20
2
3
EN
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RA
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MC
D
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A
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,
PE
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:
N /A
1/30/2023
12
7
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Ma
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St
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Su
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11
1
Re
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ID
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65
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RE
X
B
U
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,
ID
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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2
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A ll wood that is in contact with concrete or C M U walls needs to be pressu re treated.
1
A -30
1
1
A -30
1
BRIDGE FROM NEW WALL TO EXISTING PARAPET WALL WITH 5/8" OSB 8D NAILS @ 3" O.C.
EXISTING PARAPET WALLS
EXISTING BUILDING
2 ROOF LAYOUT
SCALE: 1/4" = 1'-0"
DE
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DA
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RO
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F
FR
A
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TI
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:
S-401
PLN# 22-07-030
DR
A
W
N
BY
:
CH
K
'D
BY
:
SB
W
BW
PL
O
T
DA
T
E
:
1 /30
/20
2
3
EN
G
I
N
E
E
R
:
RA
Y
MC
D
O
U
G
A
L
,
PE
EI
T
:
N /A
1/30/2023
12
7
E .
Ma
i
n
St
.
Su
i
t
e
11
1
Re
x
b
u
r
g
,
ID
83
4
4
0
ww
w
.so
u
t
h
f
o
r
k
d
e
s
i
g
n
.co
m
20
8
-85
2
-62
3
6
So
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h
Fo
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k
De
s
i
g
n
Gr
o
u
p
,
LL
C
JO
S
H
MU
N
N
S
65
W
MA
I
N
ST
.
RE
X
B
U
R
G
,
ID
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
p
y
r
i
g
h
t
20
2
3
|
So
u
t
h
f
o
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k
En
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|
Al
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Ri
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Re
s
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r
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e
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.