APPROVED BLD2023-1072+Structural_Plan+8.18.2023_1.49.56_PM+3734907STRUCTURAL NOTES
CODE
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE LOCAL
JURISDICTION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE
THE LATEST EDITION.
DESIGN LOADS
LIVE LOADS:
DECK 60 PSF
SNOW 25 PSF
SPECIAL INSPECTION
SPECIAL INSPECTION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC ONLY WHERE REQUIRED BY
THE LOCAL JURISDICTION FOR THE FOLLOWING ITEMS.
• SOILS (SECTION/TABLE 1705.6)
• CONCRETE (SECTION/TABLE1705.3)
• WOOD (SECTION 1705.5)
ALL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE
OWNER. THE ARCHITECT, ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL
INSPECTION REPORTS. IF ANY INSPECTION FAILS TO MEET THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM.
STRUCTURAL OBSERVATION
STRUCTURAL OBSERVATION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC ONLY WHERE
REQUIRED BY THE LOCAL JURISDITION. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE
RESPONSIBILITY FOR ANY SPECIAL INSPECTIONS REQUIRED. NOTIFY THE ENGINEER A MINIMUM OF ONE
WEEK PRIOR TO THE OBSERVATION.
FOUNDATIONS:
THE FOLLOWING SOIL DESIGN PARAMETERS HAVE BEEN ASSUMED. IF EXCAVATION SHOWS THAT SOIL
CONDITIONS DO NOT MATCH THE LISTED DESIGN VALUES, A GEOTECHNICAL ENGINEER SHALL BE
RETAINED TO EVALUATE THE SOIL CONDITIONS. NOTIFY THE ENGINEER FOR POSSIBLE FOUNDATION
REDESIGN.
• 1,500 PSF (ALLOWABLE BEARING PRESSURE)
• 35 PCF+ SURCHARGE (ACTIVE LATERAL PRESSURE)
• 200 PCF (PASSIVE PRESSURE)
• 0.35 (COEFFICIENT OF FRICTION)
FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL AS REQUIRED
BY THE GEOTECHNICAL ENGINEER. FOOTINGS SHALL BE PLACED AT A MINIMUM OF THE FROST DEPTH
REQUIRED BY THE LOCAL JURISDICTION. FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT
MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. FINAL FOUNDATION ELEVATIONS ARE SUBJECT TO SITE
CONDITIONS AND SHALL BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED
BENEATH THE STRUCTURE ABOVE, UNLESS DIMENSIONED OTHERWISE.
THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING EXCAVATION, PILE
INSTALLATION, AND ANY OTHER CONSTRUCTION EARTHWORK. NOTIFY THE UNDERGROUND UTILITIES
LOCATION SERVICE AT LEAST 1 WEEK PRIOR TO CONSTRUCTION AND INDEPENDENTLY VERIFY ALL
UTILITIES WHICH MAYBE AFFECTED BY THIS PROJECT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
ALL DAMAGE DAMAGE TO UNDERGROUND UTILITIES RESULTING FROM THEIR WORK.
IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED
GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF Th
WOOD FRAMING
ALL WOOD FRAMING SHALL BE PERFORMED IN ACCORDANCE WITH IBC CHAPTER 23, ANSI/AWC
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND AITC "TIMBER CONSTRUCTION
MANUAL".
SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN AGENCYAPPROVED BYAN
ACCREDITATION BODY COMPLIANT WITH DOC PS 20. ALL GRADES SPECIFIED IN THE STRUCTURAL
DRAWINGS ARE MINIMUM STANDARDS AND SHALL BE AS FOLLOWS:
• STUDS, PLATES, AND BLOCKING HEM -FIR STUD GRADE
• JOISTS DOUG-FIR #2
• 4x OR SMALLER BEAMS AND HEADERS DOUG-FIR #2
• 6x OR LARGER BEAMS AND HEADERS DOUG-FIR #1
• POSTS AND TIMBERS DOUG-FIR #2
WOOD FRAMING SHALL BE KILN -DRIED TO A MAXIMUM MOISTURE CONTENT OF 19%. ALL WOOD IN
CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO EARTH OR WEATHER SHALL BE PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT,
PRESERVATIVE, AND END USE REQUIRED.
STRUCTURAL WOOD PANEL SHEATHING USED ON WALLS, FLOORS, OR ROOFS SHALL CONFORM TO
THEIR SPECIFIC REQUIREMENTS IN DOC PS 1, DOC PS 2, OR ANSI/APA PRP 210. PLYWOOD SHALL BE
GRADE C-D WITH EXTERIOR GLUE. REFER TO IBC SECTIONS 2303.1.4, 2304.6, AND 2304.7 FOR ADDITIONAL
COMPLIANCE REQUIREMENTS.
NAILS, SCREWS, BOLTS, AND CONNECTORS
REFER TO THE PLANS, NOTES, SCHEDULES, AND DETAILS FOR ALL NAILING REQUIREMENTS. NAILING
NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1. ALL NAILS SHALL CONFORM TO THE STANDARD
DIMENSIONS OF COMMON NAILS AS DEFINED BY THE NDS AND SHALL MEET THE FOLLOWING MINIMUM
GUIDELINES:
• 8d = 0.131 "O x 2 1/2"
• 10d = 0.148"0 X 3"
• 16d = 0.162"0 x 3 1/2"
10d BOX NAILS (0.128"0 x 3) MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL
SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4'), BUT ONLY 16d
COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THE DRAWINGS. OTHER NAILS MAY
BE SUBSTITUTED ONLY WITH THE ENGINEER'S APPROVAL PRIOR TO START OF CONSTRUCTION.
ALL LAG SCREWS AND BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE STANDARD
CUT WASHERS UNDER THE HEADS AND NUTS OF ALL LAG SCREWS AND BOLTS BEARING ON WOOD.
LEAD HOLES FOR BOLTS SHALL BE PROVIDED AND SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF
1/16" LARGER THAN THE BOLT DIAMETER. LEAD HOLES FOR LAG SCREW SHANK AND THREADS SHALL BE
PER NDS 12.1.4.2.
ALL WOOD CONNECTORS SHALL BE SIMPSON STRONG -TIE OR ENGINEER APPROVED EQUIVALENT.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
USING THEIR SPECIFIED NUMBER AND SIZE OF FASTENERS. IF STRAPS CONNECT TWO MEMBERS, PLACE
1/2 OF THE NAILS, SCREWS, OR BOLTS INTO EACH MEMBER.
ALL NAILS, SCREWS, BOLTS, AND METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE
RETARDANT TREATED WOOD SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153.
INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL
City
Of Edmonds
SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE INCHES IN LOOSE THICKNESS AND
COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITYAS DETERMINED BYASTM D155 .
Building Department
CONCRETE
ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301 "STANDARD
Work DECK
SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318, "BUILDING CODE REQUIREMENTS FO
STRUCTURAL CONCRETE". THE CONCRETE SHALL HAVE A UNIT WEIGHT OF APPROXIMATELY 150 P
F
CONCRETE STRENGTHS AT 28 DAYS (Yc) AND MIX CRITERIA SHALL BEAS FOLLOWS:
Address 17706 69TH PL W
• SLAB -ON -GRADE: f'c = 2,500 PSI 0.55 WIC RATIO
Owner SPENCER
• FOUNDATION & WALLS: f'c = 2,500 PSI 0.55 WIC RATIO
- -----------------------
A CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL IF REQUIRED IN 1-*
p�, ----------------------------
Date : 09/08/2023
0
SUBMITTAL SPECIFICATIONS. THE MIX DESIGN SHALL INCLUDE THE AMOUNTS OF CEMENT, FINEA
I -----
COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP,
BuildingOfficial
CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI REQUIREME 74;
ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BEAIR-ENTRAIN
--------------
Permit Number BLD2023-1072
ACCORDANCE WITH ACI TABLE 4.2.1 FOR MODERATE EXPOSURE CONDITION.
MINIMUM CONCRETE COVER ON REINFORCING STEEL SHALL BE AS FOLLOWS:
• CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 3"
• CONCRETE EXPOSED TO EARTH AND WEATHER:
#6 BARS AND LARGER 2"
#5 BARS AND SMALLER 1 1/2"
• CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
SLABS, WALLS, AND JOISTS 3/4"
BEAM/COLUMN TIES AND STIRRUPS 1 1/2"
REINFORCING STEEL
REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615 GRADE 60.
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. WELDED
WIRE REINFORCING SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS WITH
12" LAPS AT SIDES AND ENDS.
REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE.
WET -SETTING ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY
EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE ENGINEER.
REFER TO ACI FOR PLACING TOLERANCES AND OTHER REINFORCING STEEL REQUIREMENTS.
CONCRETE GENERAL NOTES
WALL AND COLUMN VERTICAL BARS SHALL START FROM THE TOP OF FOOTING. HORIZONTAL BARS
SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND/OR TOP OF
FRAMED SLABS. THERE SHALL BE AN ADDITIONAL HORIZONTAL BAR AT A MAXIMUM OF 3" FROM EVERY
TOP OF WALL AND BOTTOM OF FRAMED SLABS.
PROVIDE CORNER BARS TO MATCH AND LAP ALL HORIZONTAL REINFORCING ON EACH SIDE OF THE
CORNER PER SCHEDULE OR BEND ONE SIDE OF HORIZONTAL AROUND CORNER TO PROVIDE LAP SPLICE
PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP EACH SLAB INTO
RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET. AREAS SHALL BE AS SQUARE AS
PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT
PRIOR TO PLACEMENT.
ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY
PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN
REINFORCING DETAILED BEYOND JOINT UNLESS NOTED OTHERWISE IN PLAN.
SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, STRIPS, TEXTURE, AND
OTHER FINISH DETAILS AT EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS
Aaln -
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
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HANDRAIL NOTES:
1. 36" MINIMUM HANDRAIL HEIGHT IS REQUIRED FOR ALL ELEVATED DECK
SURFACES GREATER THAN 30" ABOVE GRADE. THERE SHALL BE NO MORE
THAN A 4" OPENING BETWEEN RAILS OR ORNAMENTAL CLOSURES. IRC
PRESCRIPTIVE HANDRAIL DETAILS HAVE BEEN PROVIDED FOR
REFERENCE. HOMEOWNER HAS OPTION TO CONSTRUCT OR INSTALL A
PRE -MANUFACTURED SYSTEM. PROVIDE IRC COMPLIANCE
DOCUMENTATION TO THE JURISDICTION FOR APPROVAL PRIOR TO
INSTALLATION.
2. REFER TO STAIR NOTES FOR ADDITIONAL HAND GRIP REQUIREMENTS AT
STAIR LOCATIONS.
1. MAXIMUM RISE SHALL BE 7 3/4". MINIMUM RUN SHALL BE 10".
2. MINIMUM HEADROOM SHALL BE 6'-8".
3. MINIMUM STAIR WIDTH IS X-0".
4. HANDRAIL SHALL HAVE ENDS RETURNED TO WALL OR NEWEL POST AND
SHALL BE PLACED BETWEEN 34" TO 38" (MINIMUM/MAXIMUM) ABOVE THE
TREAD NOSING.
5. HAND GRIP SHALL NOT BE LESS THAN 1 1/2" NOR MORE THAN 2" IN CROSS
SECTIONAL DIMENSION. REFER TO IRC FOR ADDITIONAL DIMENSIONAL
TOLERANCES.
6. REFER TO TYPICAL STAIR FRAMING DETAIL FOR ADDITIONAL
INFORMATION.
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DECK FRAMING PLAN
WOOD FRAMING GENERAL NOTES
SILL PLATES BEARING ON CONCRETE FOUNDATIONS SHALL BE PRESSURE TREATED AND SHALL ATTACH
TO THE CONCRETE WITH 1/2"0 ANCHOR BOLTS EMBEDDED 7" MINIMUM. PLACE ANCHORS AT 4'-0" OC
MAXIMUM FOR SHEAR WALLS AND AT 6'-0" OC FOR BEARING AND PARTITION WALLS. USE A MINIMUM OF
(2) ANCHOR BOLTS PER SILL PLATE AND PLACE ONE WITHIN 12" OF EACH END OF EACH PIECE. REFER TO
THE SHEAR WALL SCHEDULE FOR MORE STRINGENT ANCHORAGE SIZE AND SPACING REQUIREMENTS.
CONTRACTOR SHALL INSTALL 3 GAUGE PLATE WASHERS BENEATH EACH NUT AT EACH ANCHOR BOLT IN
A SHEAR WALL THAT EXTEND TO WITHIN 1/2" OF SHEATHED EDGE.
ALL SHEAR AND/OR BEARING WALLS SHALL BE FRAMED WITH 2x STUDS 0 16" OC. REFER TO PLAN
NOTES FOR TYPICAL HEADER SIZES NOT SPECIFICALLY CALLED OUT. ALL HEADERS SHALL BE
SUPPORTED BYA MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD. COLUMNS BELOW FLUSH FRAMED
MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT SHALL
BE (2) STUDS. BEAMS SHALL HAVE FULL BEARING ON COLUMNS AND POSITIVE CONNECTION SHALL BE
PROVIDED.
PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS, AT 8'-0" OC MAXIMUM
SPACING BETWEEN SUPPORTS, AND BENEATH PARTITIONS PERPENDICULAR TO THE DIRECTION OF
FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST
SPAN.
MINIMUM NAILING REQUIREMENTS SHALL BE PER IBC TABLE 2304.10.1. THE USE OF NAIL GUNS IS
APPROVED IF NAILING INTO THE DIAPHRAGMS IS FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS
GREATER THAN 1/16" ARE NOT ACCEPTABLE.
NOTCHES AND HOLES IN WALL STUDS ARE ALLOWED WITHIN THE PARAMETERS OF IBC SECTIONS
2308.5.9 AND 2308.5.10. NOTCHES AND HOLES IN JOISTS AND RAFTERS ARE ALLOWED WITHIN THE
PARAMETERS OF IBC SECTIONS 2308.4.2 AND 2308.7.4.
VERTICAL SHRINKAGE WILL OCCUR AND ACCUMULATE AT EACH LEVEL FROM THE WOOD DRYING OVER
TIME. THIS IS ESTIMATED TO BE APPROXIMATELY 0.15" PER FLOOR AND ASSUMES THE WOOD HAS AN
INITIAL MOISTURE CONTENT OF 19% OR LESS. ADDITIONAL SHRINKAGE WILL OCCUR IF THE MOISTURE
CONTENT IS HIGHER. THE CONTRACTOR SHALL ALLOW FOR THIS MOVEMENT IN THEIR INSTALLATION OF
ALL VERTICAL ASSEMBLIES INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, MECHANICAL, AND
ARCHITECTURAL SYSTEMS.
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GENERAL NOTES
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THEARCHITECTURAL, CIVIL,
ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. REFER TO THE
ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, NON -BEARING WALLS, STAIRS, CURBS, DRAINS,
RAILINGS, WATERPROOFING, FINISHES, ETC. REFER TO THE ARCHITECTURAL, CIVIL, ELECTRICAL, AND
MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, VENTS, DUCTS, AND OTHER OPENINGS NOT
SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS FOR COMPATIBILITY WITH THE
PLANS, SPECIFICATIONS, AND REFERENCED STANDARDS BEFORE PROCEEDING WITH ANY WORK. THE
MOST STRINGENT REQUIREMENT SHALL GOVERN ANY CONFLICT UNLESS APPROVED IN WRITING
OTHERWISE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM
BEFORE PROCEEDING.
CONTRACTOR SHALL BE RESPONSIBLE FOR STRENGTH AND STABILITY OF ANY PARTLY COMPLETED
STRUCTURE. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND SHALL PROVIDE
TEMPORARY SHORING AND SUPPORT AS REQUIRED UNTIL THE STRUCTURE HAS BEEN COMPLETED.
CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE DESIGN TEAM FOR
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES ON SHOP DRAWINGS DO NOT SATISFY
THIS REQUIREMENT. REVIEW OF ALTERNATE SYSTEMS MAY BEAN ADDITIONAL SERVICE BY THE
ENGINEER.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN TEAM.
1. HOMEOWNER HAS OPTION FOR A DECK SURFACE OF COMPOSITE
MATERIAL OR 2x CEDAR DECKING. INSTALL COMPOSITE DECKING IN
STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. INSTALL
2x CEDAR DECKING WITH (2) #8 SCREWS OR (2) 8d NAILS INTO EACH JOIST.
BOTH DECKING SYSTEMS SHALL BE INSTALLED WITH A 1/8" GAP BETWEEN
BOARDS.
2. GALVANIZED 'Z" FLASHING WITH A MINIMUM THICKNESS OF 0.019" SHALL
BE PROVIDED OVER ALL LEDGER LOCATIONS WITH THE UPPER LEG
INSTALLED BEHIND THE EXISTING SIDING AND THE DRIP EDGE ON THE
OUTSIDE FACE OF THE LEDGER. CAULK JOINTS TO PREVENT WATER
INTRUSION.
3. PROVIDE SOLID 2x BLOCKING BETWEEN EACH JOIST WHERE RUN
CONTINOUS OVER THE TOP OF BEAMS. END & TOE NAIL CONVENTIONALLY
PER IRC REQUIREMENTS.
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REV. DATE DESCRIPTION
0 08114123
PERMIT SUBMITTAL
PROJECT NO.: 23084.01
DESIGNED BY: CAB
DRAWN BY: CAB
CHECKED BY: CAB
SHEET TITLE.
NOTES &
FRAMING PLAN
SHEET NO.:
PLANS MUST BE
ON JOB SITE
SCALE: NTS
POST PER PLAN (4) #3 TIES @a 1 1/2" OC W/
BALANCE Ca 9" OC. LAP
MPBZ POST BASE TIES OR PROVIDE 180°
PER PLAN W/ 1 " HOOK AROUND VERT
MIN STANDOFF —y ° °
3"CLR
FINISHED GRADE
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a I 1'-8" x 1'-8" PIER W/
(8) #4 VERT
1'-8"
FOUNDATION DETAIL
LENGTH OF NOTCH SHALL
NOT EXCEED 1/3RD THE
O
JOIST DEPTH
U)
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T
PRE -DRILL HOLE AT
CORNERS OF NOTCHES.
DO NOT OVERCUT—,M----,--,,
NOTCH AT END OF
JOISTS SHALL NOT
EXCEED 1/4 THE JOIST
DEPTH. DO NOT NOTCH
WHERE PRACTICABLE.
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"' OR HOLE 0
1/4 OF STUD
WIDTH MAX
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MAX HOLE O SHALL NOT
N
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EXCEED 40 % THE STUD
DEPTH (I.E. 2 1/4" FOR 2x6,
c: 1 1/4" FOR 2x4). MINIMIZE
ol 5/8" MIN CLR
HOLE DIAMETER WHERE
TO EDGE
POSSIBLE.
MAX HOLE O SHALL NOT
EXCEED 1/3 THE JOIST DEPTH
(I.E. 3" FOR 2x10, 3.75" FOR 2x 12).
MINIMIZE HOLE DIAMETER
WHERE POSSIBLE.
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2x JOISTS PER PLAN OR
SCHEDULE. REFER TO MFR
RECOMMENDATIONS FOR
I -JOIST HOLES AND NOTCHES.
NOTE:
1. NOTCHES ARE NOT PERMITTED IN THE
MIDDLE 1/3 OF THE JOIST SPAN.
2. NOTCHES ARE NOT PERMITTED ON
THE BOTTOM (TENSION FACE) OF
JOISTS WHERE THE WIDTH IS 4x OR
GREATER.
ALLOWABLE HOLES & NOTCHES
SCALE: 1 " = 1 '-0" \ / SCALE: 1 " = 1 '-O"
(2) 1/2"0
w/ WASHL1. 1 . , .
TYPICAL GUARD ELEVATION
SCALE: 1 " = 1 '-O"
2x6 TOP RAIL. ATTACH
TO EA POST w/ (3) #12
x 3" SCREWS OR (3)
16d RING SHANK NAILS
2x4 TOP & BOT.
ATTACH TO POST w/ (2)
8d RING SHANK NAILS
OR (2) #8 x 2 1/2" OR
LONGER SCREWS
NOTE:
REFER TO TYPICAL
GUARD SECTIONS FOR
INFORMATION NOT
CALLED OUT.
2x2 BALUSTER TYP
4x4 POST, TYP. DO
NOT NOTCH
CEDAR DECKING
UNO BY OWNER
RIM JOIST PER
FRAMING PLAN
2x12 NOTCHED STRINGER TREADS PER ARCH.
FRAMING PER PLAN W/2x6 REINFORCEMENT USE 1 1/8" PLYWOOD
& 8' MAX SPAN TREAD UNO.
2x 12 NOTCHED
STRINGER w/2x6
REINFORCEMENT
71
2x BLKG Ca EA STRINGER
AT LANDINGS. ADD (3) 1Od 16" OC MAX
• NAILS EA SIDE UNO ON PLANS
SIMPSON LSSU210-2 EA STRINGER STRINGER W/ (3) 1Od
TYP EA SIDE OF MID -SPAN BEAM EA STUD AT WALLS.
WHERE APPLICABLE
STRINGER 9 BEAM OR LANDING STRINGER SECTION
TREAD & RISER PER ARCH. USE
1 1/8" PLYWOOD TREAD UNO.
2x BLKG TIGHT TO STRINGERS
PT 2x THRUST PLATE TIGHT TO
STRINGERS. PROVIDE (2) HILT/ •
X-DNI FASTENERS EA BLOCK w/
2" MIN EMBED INTO FTG.
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TYPICAL STAIR DETAILS
SCALE: 1 " = 1 '-O"
NOTE.
1. POSTS MAYBE INSTALLED ON
EITHER SIDE OF RIM.
2. REFER TO TYPICAL GUARD
ELEVATION FOR ADDITIONAL
INFORMATION NOT
SPECIFICALLY CALLED OUT.
3. REFER TO BOTH PARALLEL &
PERPENDICULAR CONDITIONS
FOR INFORMATION.
Z
N
(off
4x4 GUARD POST PER
TYPICAL GUARD
ELEVATION. DO NOT
NOTCH.
RIM JOIST PER
FRAMING PLAN
DECK FRAMING PER
PLAN
?
1800 LB TENSION
Q
STRAP EA SIDE OF
cv
BLKG
Lo
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2x BLKG 0 EA POST.
ADD (3) 10d RING
SHANK NAILS EA SIDE
POST 0 RIM PARALLEL TO JOIST
TYPICAL GUARD SECTIONS
SCALE: 1 " = 1 '-O"
2x 12 NOTCHED
STRINGER @a 16"
OC MAX SPACING
W/ 8' MAX SPAN.
DO NOT OVERCUT
TREAD OR RISER
NOTCHES
2x6 SISTERED TO SIDE
OF 2x 12 W/ (2) ROWS
OF 1Od NAILS
STAGGERED Ca 6" OC
AS SHOWN
FTG PER PLAN
NOTE:
1. REFER TO ARCH DWGS & IBC
FOR DIMENSIONAL
TOLERANCES OF STAIRS &
LANDINGS.
2. PROVIDE GUARD AND
HANDRAILS AS REQUIRED
PER IBC.
3. MAXIMUM STRINGER SPAN IS
8'-0". PROVIDE INTERMEDIATE
SUPPORT WHERE SPANS
EXCEED THIS.
EDGE BEAM PER PT 2x LEDGER TO MATCH DECK
FRAMING PLAN JOIST DEPTH. PROVIDE 4"
LEDGERLOK 0a 4" OC
STAGGERED TOP & BOT
DECK FRAMING PER
PLAN
1800 LB TENSION PT 2x DECK JOISTS l�
STRAP 0 JOIST. IF
POST BTWN JOISTS, STEM OR BASEMENT
PROVIDE (1) STRAP Ca WALL PER PLAN
EA ADJACENT JOIST
POST 0 RIM PERPENDICULAR TO JOIST
LEDGER DETAIL
SCALE: 1 " = 1 '-O"
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08/ I4/ 2�
REV.
DATE
08114123
DESCRIPTION
0
PERMIT SUBMITTAL
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PROJECT NO.:
23084.01
DESIGNED BY:
CAB
DRAWN BY:
CAB
CHECKED BY:
CAB
SHEET TITLE:
MAIN FLOOR
FRAMING
PLAN
SHEET NO.:
S2.1