APPROVED BLD RESUB1 BLD2023-1499+Architectural_Plan+2.16.2024_3.50.31_PM+4066108ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
■
■ Hardware and fasteners in contact with I
preservative -treated wood shall be of
■ hot -dipped zinc galvanized steel, I
I stainless steel, silicon bronze or copper. ■
• In the absence of manufacturers I
I recommendations a minimum of ASTM A 653
type G185 zinc -coated galvanized steel, or I
I equivalent, shall be used. ■
■ I RC R317.3.1 IBC 2304.10.5.1 I
See Geotech report for pin pile requirements. If pin piles are to be
installed. Installation shall be monitored by Geo or an approved third
party inspection service. If welding is to be performed on -site, the
welding shall be performed by a WABO certified welder and inspected
by a WABO certified inspector. Reports shall be provided to the city
inspector prior to approval of footings
City Of Edmonds
Building Department
Work DECK
Address 215 10TH PL N
Owner FERRIS
Approved Date
Building Official
Permit Number BLD2023-1499
r
v�.
FARIS PROJECT
JOHN FARIS
215 loth PL N
Edmonds, WA 98020
A101
COVER PAGE
A101.1
SITEPLAN
A101.2
SIMPLIFIED PLANS
A102.3
DECK PLAN
A102.4
DECK FRAMING PLAN
A103
FOUNDATION PLAN
A104
DETAILS
A105
RENDERINGS & GENERAL NOTES
A106
BUILDING ELEVATIONS
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL RESIDENTIAL CODE
• 2018 WASHINGTON STATE AMENDMENTS
-ALL FRAMING MEMBERS TO BE PRESSURE TREATED
HEM -FIR #2 OR BETTER UNLESS NOTED OTHERWISE ON
PLANS
-ALL GLULAM BEAMS EXPOSED TO MOISTURE AND INDICATED
ON THE PLANS AS "GLB-HICLEAR" SHALL BE PRESERVATIVE
TREATED "HI -CLEAR II" GRADE 24F-V4 BEAMS AS
MANUFACTURED BY ROSBORO, INC.
FASTENER NOTE:
-I.R.C. 317.3 FASTENERS FOR PRESSURE TREATED
PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL
BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE OR COPPER
-SIMPSON "SDWS" TIMBER SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND UES EVALUATION
REPORT # 192
-"SIMPSON MPB66Z" POST BASE BRACKETS (WHEN
SPECIFIED) SHALL BE INSTALLED PER MANUFACTURERS
INSTALLATION INSTRUCTIONS IN THE LATEST 'WOOD
CONSTRUCTION CONNECTORS' CATALOG BY SIMPSON
STRONG -TIE, INC.
DECK PLAN
3/8" = 1'-0"
FLOOR
NOTES
36" HIGH ALUMINUM POST & RAILS WITH PICKET
GUARD -RAILING SEE 2/A104 FOR GUARD POST
CONNECTION (TYP)
DECKING MATERIAL
"TIMBERTECH" COMPOSITE MATERIAL/PRODUCT
MASTERDECKS LLC
MASTELS36BZ
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Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
2/12/2024 9:21:42 AM
DRAWN BY:
Author
SCALE:
3/8" = V-0"
PARCEL NO:
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DECK PLAN
A1023
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL RESIDENTIAL CODE
• 2018 WASHINGTON STATE AMENDMENTS
-ALL FRAMING MEMBERS TO BE PRESSURE TREATED
HEM -FIR #2 OR BETTER UNLESS NOTED OTHERWISE ON
PLANS
-ALL GLULAM BEAMS EXPOSED TO MOISTURE AND INDICATED
ON THE PLANS AS "GLB-HICLEAR" SHALL BE PRESERVATIVE
TREATED "HI -CLEAR II" GRADE 24F-V4 BEAMS AS
MANUFACTURED BY ROSBORO, INC.
FASTENER NOTE:
-I.R.C. 317.3 FASTENERS FOR PRESSURE TREATED
PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL
BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE OR COPPER
-SIMPSON "SDWS" TIMBER SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND UES EVALUATION
REPORT # 192
-"SIMPSON MPB66Z" POST BASE BRACKETS (WHEN
SPECIFIED) SHALL BE INSTALLED PER MANUFACTURERS
INSTALLATION INSTRUCTIONS IN THE LATEST 'WOOD
CONSTRUCTION CONNECTORS' CATALOG BY SIMPSON
STRONG -TIE, INC.
(4) SDWH FASTENERS
PER BAY
LUS28-2 AS REQUIRED (TYP)
LUS28 AS REQUIRED (TYP)
SIMPSON DTT1Z
MIN (8 LOCATIONS)
2X10 HF #2 LEDGER BOARD
W/ (4) SDWH PER BAY
STAGGERED TOP AND BOTTOM
LINE OF EXISTING
WALL BELOW
2X BLOCKING
AT BEAM LINE
6x6 HF#2
POSTS (TYP) x5
X-BRACING PER
3/A104
4x4 HF#2
POSTS (TYP) x8
2x12"STAIR
STRINGER @ 12"
O.C.
DECK FRAMING PLAN
3/8" = 1'-0"
FLOOR
NOTES
36" HIGH ALUMINUM POST & RAILS WITH PICKET
GUARD -RAILING SEE 2/A104 FOR GUARD POST
CONNECTION (TYP)
SINGLE KNEE BRACE PER 5/A104
DECKING MATERIAL
"TIMBERTECH" COMPOSITE MATERIAL/PRODUCT
MASTERDECKS LLC
MASTELS36BZ
EXP 1/17/2025
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Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
2/12/2024 9:21:43 AM
DRAWN BY:
Author
SCALE:
3/8" = V-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
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WASH��
57648
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DECK FRAMING PLAN
A102n4
P.T. 6X6 POST
SIMPSON POST BASE
SEE PLAN
TOP OF FINISHED GRADE
0
c 1
as o
IF, iH
BATTERED PILE, ANGLE DOWN
SLOPE (SEE PLAN FOR LOCATIONS)
PIN PILE DETAIL
1 /2" = 1'-011
PIN PILE NOTES:
1. CONSTRUCT FOOTING AND PILES
PER COBALT GEOTECHNICAL REPORT
(1/8/2024)
2. PILE IS NOT TO EXCEED 30 ft.
3. PILE CAPACITY IS 6,000 lbs.
4. REFUSAL CRITERIA IS 3 CYCLES
OF 60 INCHES PER SECOND.
10" DIAMETER CONCRETE PLINTH.
DOWEL INTO FOOTING W/
(4)#4 BARS)
CONCRETE FOOTING PER PLAN
EMBED 6" INTO FOOTING AND
PROVIDE WELDED 4" DIA CAP PLATE
I I
BOTTOM OF FOOTING MIN
18" BELOW GRADE
5
1
#4 BARS EACH WAY
PER PLAN
2" DIA SCH 80 PIPE
DRIVEN TO REFUSAL
(CENTER ON FOOTING WHERE
ONLY ONE PILE IS USED)
P.T. 6X6 POST
SIMPSON POST BASE
SEE PLAN
TOP OF FINISHED GRADE
PIN PILE DETAIL
1 /2" = 1'-0"
LINE OF EXISTING
WALL ABOVE
10" DIAMETER CONCRETE PLINTH
DOWEL INTO FOOTING W/
(4)#4 BARS)
CONCRETE FOOTING PER PLAN
EMBED 6" INTO FOOTING AND
o PROVIDE WELDED 4" DIA CAP PLATE
1d
11. e o
r
BOTTOM OF FOOTING MIN
18" BELOW GRADE
#4 BARS EACH WAY
PER PLAN \ 2" DIA SCH 80 PIPE
DRIVEN TO REFUSAL
(CENTER ON FOOTING)
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL RESIDENTIAL CODE
• 2018 WASHINGTON STATE AMENDMENTS
FASTENER NOTE:
-I.R.C. 317.3 FASTENERS FOR PRESSURE TREATED
PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL
BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE OR COPPER
-SIMPSON 11SDWS" TIMBER SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND LIES EVALUATION
REPORT # 192
LOOTING SCHEDULE]
F-1 DECK FOUNDATIONAL FOOTING PER 1/A103
36" x 36" SQ REINF W/ (4)#4 BARS EACH WAY
F-2 DECK FOUNDATIONAL FOOTING PER 2/A103
22" x 22" SO REINF W/ M#4 BARS EACH WAY
See Geotech report for pin pile requirements. If pin piles are to be installed.
Installation shall be monitored by Geo or an approved third party inspection service. If
welding is to be performed on -site, the welding shall be performed by a WABO
certified welder and inspected by a WABO certified inspector. Reports shall be
provided to the city inspector prior to approval of footings
SHED
STING
MASTERDECKS LLC
MASTELS36BZ
EXP 1/17/2025
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Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
2/12/2024 9:21:45 AM
DRAWN BY:
Author
SCALE:
As indicated
PARCEL NO:
PARCEL
LEGAL
LEGAL
ypGAN
WASH��
57648
OF CISTERE� \�
FSS/ONALE2/12/2024
FOUNDATION PLAN
FOUNDATION PLAN A103
3/8" = 1'-0"
Z_
Zh
PICKET RAILING ELEVATION
1 /2" = 1'-0"
TOP CAP
POST
ALUMINUM PICKET
4" BALL MAY NOT
PASS THROUGH
DECKING
FRAMING PER PLAN
OUTSIDE RIM JOIST
LADDER BLOCK @ 1611O.C.
FLUSH AT TOP OF JOIST
OUTSIDE RIM JOIST
LADDER BLOCK @ 16"O.C.
FLUSH AT TOP OF JOIST
JOISTS
LEDGER
MIN P.T. 2x8
JOIST
(8) #14 SCREWS
EACH END
SECTION B-B
GUARDRAIL POST CONNECTION
1 /2" = 1'-0"
SINGLE BOARD BORDER
n' _ z 1 /0"
-SPACING PER BLOCK
/ AN i C\.J
2x8 MIN RIM JOIST
5"x5"x3/8" MOUNTING
PLATE
(4) 3/8"x6" GALV. OR SS LAG
SCREW PRE -DRILLED WITH
1/4" PILOT HOLES AND SOAP
THREADS
6x6 BLOCKING BETWEEN
JOISTS. A34 OR A35 HANGER
FOR CONNECTION TO RIM JOIST
RAILING POST
DECKING
0'-8"
— OUTSIDE RIM JOIST
SIDE VIEW
LADDER BLOCK @ 16"O.C.
FLUSH AT TOP OF JOIST
DOUBLE BOARD BORDER
RIM JOIST (END OF DECK)
2x6 FLAT BLOCK FLUSH TO TOP
OF JOIST TO SUPPORT BORDER
RIM JOIST
1'- 1 1/2"
OUTSIDE RIM JOIST
SIDE VIEW
LADDER BLOCK @ 16"O.C.
FLUSH AT TOP OF JOIST
TOP VIEW
SECTION A -A
X-BRACING DETAIL
1 /2" = 1'-0"
P/T WOOD BEAM
SEE FRAMING PLAN
CORROSION RESISTANT
METAL COLUMN CAP
INSTALL PER MFR
(SIMPSON HANGER,
MATCH PER BEAM SIZE)
SINGLE KNEE -BRACE DETAIL
I CIT CT C`
-R EXISTING R
NG PER DECK
.� GIST
(E) FINISHED FLOOR
AND HOUSE JOISTS
4" SDWS EXTERIOR GRADE
TIMBER SCREWS PER PLAN
SEE FRAMING NOTES FOR
INSTALL SPECS.
P/T POST PER PLAN
EACH 2X4 RUNS
OPPOSITE FACE OF THE POSTS
OPTIONAL: ADD P/T
4X4 BLOCK AT CENTER
POINT OF BRACING W/
(2) 10d EACH SIDE
P/T 2X4 HF#2
(4) 10d
(2) STAGGERED SIMPSON
"SDWH" TIMBER SCREWS,
EMBEDED 3.5" MIN. INTO
POST
AND COUNTERSINK
TO KNEE -BRACE (TYP)
4x4 P/T HEM FIR #2
KNEE -BRACE
P/T DECK POST
SEE FRAMING PLAN
BAR FLASHING
IMPSON JOIST
ANGERS PER PLAN
ECKING PLANKS. SEE PLAN
OR TYPE AND SIZE
DISTS PER PLAN
TT1Z W/6-SD #9X1-1/2"
CREWS TO DECK JOIST @
8" O.C.
IMPSON "SDWH" TIMBER
CREW, EMBEDED 3" TO HOUSE
WALL BOTTOM PLATE OR 2x WALL STUD
MASTERDECKS LLC
MASTELS36BZ
EXP 1/17/2025
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Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
2/12/2024 9:21:47 AM
DRAWN BY:
Author
SCALE:
As indicated
PARCEL NO:
PARCEL
LEGAL
LEGAL
ypGAN
WgSH1�
57648
OF FCISTERE� \�
FSS/ONAL2/12/2024
DETAILS
n BORDER BLOCKING DETAIL LEDGER CONNECTION DETAIL
U 3/4" = 1'-0" A104
TYPICAL STAIR AT DECK DETAIL
SIDE VIEW
DECK RIM
PT. BLOCK 2x6 MIN.
SIMPSON "LSCZ"
STRINGER CONNECTORS
TING STAIRS
STAIR AT DECK DETAIL
1 /2" = 1'-0"
STAIR AT LANDING DETAIL
SIDE VIEW
STAIR AT LANDING DETAIL
1 /2" = 1'-0"
NOTCH STAIR JACK
A34
�_]f_MIza►[09*_5
HANDRAILS ON STEPS TO HAVE ENDS
RETURNED AND PLACED MIN. 34" MAX.
38" ABOVE STEP NOSING. THE HAND
GRIP PORTION OF HANDRAIL SHALL
NOT BE LESS THAN 1-1/2" NOR MORE THAN
2" IN CROSS -SECTIONAL DIMENSION OR THE
SHAPE SHALL PROVIDE AN EQUIVALENT
GRIPPING SURFACE. THE HANDGRIP PORTION
OF HANDRAILS SHALL HAVE A SMOOTH SURFACE
WITH NO SHARP CORNERS. RAILING SHALL NOT
PASS A 4" SPHERE. THERE SHALL BE NO MORE THAN
3/8" VARIANCE BETWEEN THE TALLEST RISER
AND THE SHORTEST RISER ON ANY FLIGHT OF STEPS.
SIMPSON "LSCZ"
STRINGER CONNECTORS
FASTEN STAIR BRACKET
PLATE TO DECK RIM JOIST
W/ SIMPSON "TJC37" FLAT
PLATE BTWN EACH STRINGER
(MIN 2)
TYPICAL STAIR AT DECK DETAIL
SIDE VIEW J
DECK RIM
PT. BLOCK 2x6 MIN.
SIMPSON "LSCZ"
STRINGER CONNECTORS
2L (MD) STAIR LANDING FRAMING DETAILS
—� 1 /2" = 1'-011
STAIR LANDING IN DIRT DETAIL
FRONT VIEW
CONCRETE FOOTING: IF LANDING ON
CEMENT SUBSTITUTE APT 2x6 FLAT
WHERE 4x4 IS. (PIN TO CEMENT)
STAIR LANDING IN DIRT DETAIL
1 /2" = 1'-0"
RAIL
4X4
STAIR JACK
LEDGER LOCK
EPB44
OPEN GUARDS ON DECKS MORE THAN 30" ABOVE GRADE OR FLOOR BELOW
SHALL HAVE MEMBERS SPACED SO THAT A 4" DIA. SPHERE CANNOT PASS
THROUGH.
-10" MIN RUN FROM NOSING TO NOSING
STAIRWAY NOTES:
1. STAIRS SHALL BE NOT LESS THAN 36" IN WIDTH.
2. STAIRWAY RISERS SHALL BE NO GREATER THAN 7 3/4".
3. STAIRWAY TREADS SHALL HAVE A MINIMUM RUN OF 10".
5" MIN 4. THE LENGTH OF RUN AND THE HEIGHT OF RISER SHALL NOT
EIGHT VARY MORE THAN 3/8" IN THE RUN OF THE STAIR.
5. OPEN RISERS ARE PERMITTED IF THE OPENINGS IS LESS THAN 4"
6. TREAD NOSING SHALL BE NOT LESS THAN 3/4" BUT NOT MORE
THAN 1-1/4" ON STAIRWAYS WITH SOLID RISERS.
7. COMPOSITE MATERIALS MAY REQUIRE ADDITIONAL STRINGERS.
DECK
34-38" ABOVE
NOSINGS
P.T. 2x12 STAIR STINGER L LES HAN HANDRAIL
d) 12" O.C. GUARD REQ' 6" DIA.
DECKING (SEE PLAN FOR SIZE & TYPE) I MORE THAN 30
LANDING SAME
P.T. 2x4 KICKER PLATE ❑OPEN RISERS LESS THAN 4" WIDTH OF STAIRS
3' MIN CONCRETE LANDING F❑36" MIN
7 3/4" MAX RISE FINISHED GRADE
MASTERDECKS LLC
MASTELS36BZ
EXP 1/17/2025
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Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
2/12/2024 9:21:49 AM
DRAWN BY:
Author
SCALE:
1/2" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
ypGAN
OF W ASHN�
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OF 'AFC/STEREO \�
FSS/ONALE2/12/2024
DETAILS
TYPICAL STAIR SECTION GUARDRAIL STAIR DETAIL
1 /2" = 1'-0" 1 /2" = 1'-0" A104.1
ALTERNATE VIEW
ALTERNATE VIEW
GENERAL STRUCTURAL NOTES
A. GENERAL REQUIREMENTS
THE CONTRACT STRUCTURAL 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 THE DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED.
OPTIONS SHOWN ARE FOR CONTRACTOR'S CONVENIENC. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND
SHALL COORDINATE ALL DETAILS.
WHERE DISCREPANCIES OCCUR BETWEEN PLANS, TYPICALDESIGNS, AND GENERAL STRUCTURAL NOTES, NOTES AND DETAILS ON DRAWINGS SHALL TAKE
PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. TYPICAL DETAILS AND NOTES NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION
ON PLANS OR DETAILS SHALL APPLY NONE -THE -LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.
DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTIONS OR MAY OMIT INFORMATION FOR CLARITY OF OTHER ITEMS SHOWN.
B. BASIS OF DESIGN
BUILDING CODE:2018 EDITION OF THE INTERNATIONAL BUILDING CODE.
DEAD LOAD: 10PSF
ROOF LIVE LOAD: 20PSF
FLOOR LIVE LOAD: 40PSF
BALCONY & DECK LIVE LOAD: 60PSF
ROOF SNOW LOAD: 25PSF
C. FOUNDATIONS
ALLOWABLE SOIL BEARING PRESSURE = 1,500 PSF
BOTTOMS OF ALL FOOTINGS SHALL BE LOCATED A MINIMUM OF 12" BELOW GRADE, UNO.
MATERIALS
D. CONCRETE
CONCRETE FOR THIS PROJECT CONSISTS OF FOUNDATIONS FOR THE STRUCTURE. ALL POURED IN PLACE SHALL HAVE ULTIMATE COMPRESSIVE STRENGTH OF
2500 PSI AT 28 DAYS (DESIGN BASED ON 2500PSI, NO SPECIAL INSPECTION IS REQUIRED). CONCRETE FORM TOLERANCES SHALL BE WITHIN THE SET STANDARDS
OF THE AMERICAN CONCRETE INSTITUTE.
ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT
PRIOR TO THE POURING OF ANY CONCRETE.
NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND
ELECTRICAL DRAWINGS FOR LOCATION. ALL CONDUITS IN CONCRETE WALLS TO BE WIRED TO THE WALL REINFORCING.
WHEN CONCRETE IS PLACED AGAINST PREVIOUSLY HARDENED CONCRETE, THE INTERFACE FOR SHEAR TRANSFER SHALL BE CLEAN AND FREE OF LAITANCE.
E. REINFORCING STEEL
ALL REINFORCING BARS, EXCEPT STIRRUPS, SHALL CONFORM TO ASTM A615 GRADE60 (UNO) NO.2 AND NO. 3 TIES AND STIRRUPS SHALL CONFORM TO ASTM A615
GRADE 40. ALL DETAILING FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES ACI315.
REINFORCING SHALL HAVE MINIMUM CONCRETE COVER AS FOLLOWS:
UNFORMED SURFACES EXPOSED TO EARTH 3"
FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER 2"
ALL SLAB REINFORCEMENT SHOULD BE SUPPORTED TO ENSURE PLACEMENT NEAR THE VERTICAL MIDPOINT OF THE CONCRETE, UNLESS NOTED OTHERWISE ON
THE DETAILS. "HOOKING" IS NOT CONSIDERED AN ACCEPTABLE METHOD OF POSITIONING THE STEEL.
F. STRUCTURAL LUMBER
SOLID SAWN LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE DRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THE WEST
COAST LUMBER INSPECTION BUREAU )WCLIB). ALL SOLID SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. SOLID
SAWN LUMBER SHALL HAVE THE FOLLOWING MINUMIM GRADES.
USE: MATERIAL:
2X4 & 2X6 STUDS <=10' LONG HEM FIR STUD OR BETTER
ALL OTHER 2X HEM FIR NO. 2 OR BETTER
4X BEAMS AND POSTS HEM FIR NO. 2 OR BETTER
6X BEAMS AND POSTS HEM FIR NO. 1 OR BETTER
ALL STRUCTURAL FRAMING AND CONNECTIONS SHALL BE PER CHAPTER 23 OF THE BUILDING CODE. SPECIFIED CONNECTION HARDWARE BY THE SIMPSON
STRONG -TIE DESIGNATION. ACTUAL CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE, USP STRUCTURAL CONNECTORS OR AN ICC APPROVED EQUAL,
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
GLUE -LAMINATED BEAMS (GLB) SHALL BE DOUGLAS FIR, COMBINATION 24F-V4 SIMPLE SPAN BEA,S AND 24F-V8 AT CANTILEVERED OR CONTINUOUS BEAMS WITH
THE FOLLOWING MINIMUM PROPERTIES: Fb=2400 PSI, Fv=265 PSI, Fc (PERPENDICULAR)=650 PSI, E=1800000 PSI. ALL BEAMS SHALL BE FABRICATED USING
WATERPROOF GLUE. FABRICATION AND HANDLING SHALL BE PER THE LATEST AITC AND WCLA STANDARDS. ALL BEAMS SHALL BEAR THE GRADE STAMP AND AITC
STAMP AND CERTIFICATE.
PLYWOOD FOR FLOORS SHALL BE AMERICAN PLYWOOD ASSOCIATE (APA) PERFORMANCE RATED SHEATHING CONFORMIN TO STANDARD PS 1-09.
LAY PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ALL NAILING SHALL BE WITH COMMON NAILS AND SOLID 2X BLOCKING SHALL BE PLACED AT ALL
RIDGES AND VALLEYS. ALL ROOF AND FLOOR SHEATHING SHALL BE NAILED WITH BOUNDARY NAILING ALONG THE ENTIRE LENGTH OF SUPPORTING MEMBERS
USED AS "DRAG" MEMBERS. A DRAG MEMBER IS DEFINED AS A TRUSS OR BEAM DESIGNED TO TRANSMIT A LATERAL FORCE AND/OR A DIAPHRAGM CHORD FORCE
AS INDICATED ON THE FRAMING PLANS. PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. SILL PLATES RESTING ON CONCRETE OR MASONRY
SHALL BE OF PRESSURE TREATED LUMBER. MAXIMUM ANCHOR BOLT SPACING SHALL BE 72 INCHES ON CENTER UNLESS NOTED OTHERWISE ON PLANS AND
DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FROM HOLDONWS) SHALL BE EMBEDDED 7 INCHES INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL
NOT BE CONSIDERED AS A PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALL EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS.
INTERIOR WALLS MAY BE DRIVEN SHOT PINS ACCORDING TO ALTERNATE OUTLINED HEREIN UNLESS NOTED OTHERWISE ON PLANS.
ALL BOLTS IN WOOD SHALL CONFORM TO ASTM A307 AND SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16 INCH LARGER THAN THE DIAMETER OF THE BOLT
BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. DAMAGE THREADS AFTER INSTALLATION TO PREVEN
LOOSENING.
ALL NAILS SHALL BE COMMON WIRE NAILS. UNO, WITH THE FOLLOWING CHARACTERS:
6D: 0.113" DIAMETER X 2" LONG
8D: 0.131" DIAMETER X 2" LONG
1OD: 0.148" DIAMETER X 3" LONG
12D: 0.148" DIAMETER X 3 1/4" LONG
16D: 0.162" DIAMETER X 3 1/2" LONG
INTERIOR NON -BEARING WALLS <=14' HIGH SHALL BE 2X4 STUDS AT 16" O.C.
DO NOT NOTCH OR DTILLJOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. DOUBLE UP FLOOR JOISTS
UNDER PARALLEL PARTITIONS. PROVIDE TRANSVERSE BLOCKING BETWEEN TRUSSES UNDER ALL PARALLEL PARTITIONS. PROVIDE 2" NOMINAL SOLID NAILERS
UNDER ALL WALLS DESIGNATED ON THE FRAMING PLANS AS SHEAR WALLS. PROVIDE2" NOMINAL SOLID BLOCKING AT SUPPORTS OF ALL JOISTS AND TRUSSES.
G. QUALITY ASSURANCE REQUIREMENTS
SPECIAL INSPECTION PER IBC SECTION 1705 SHALL BE PROVIDED FOR THE FOLLOWING ITEMS:
REINFORCING BAR OR BOLTS ANCHORED BY EPDXIES OR GROUTS
ANCHOR BOLTS
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Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
2/12/2024 9:21:51 AM
DRAWN BY:
Author
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Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
2/12/2024 9:21:53 AM
DRAWN BY:
Author
SCALE:
1/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
BUILDING
ELEVATIONS
A106
1 /411 = 1
'-0"