APPROVED BLD ENG PLN RESUB 1-BLD2024-0859+Architectural_Plan+7.17.2024_11.38.08_AM+43835501
1 GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKING SURFACE
TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF
A 4" SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. 1
1 HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED 1
1 WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS
STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF
1 MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE
G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED.
1 IRC R317.3.1 IBC 2304.10.5.1
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
f4D24-039 14ikKIN
APPROVED BY PLANNING
CSWV�-
Jul 17 2024
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
Work
Address
Owner
City Of Edmonds
Building Department
DECK
19418 84TH AVE W
►I �L MR71
Approved Date: 07/25/2024
--------------
Building Official
-------------
Permit Number BLD2024-0859
i9.01�ur_c�ui
19418 84TH AVE W
EDMONDS, WA 98026
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
RESUB
Jul 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SITEPLAN
1 If
= 20'-0"
ECA - SWIF EARTHQUAKE
HAZARD - SEVERE
HATCH INDICATES
GRASS AREA
TREE CANOPY
COVERAGE
20 ' REAR
SETBACK
80'
o
SHED � i IRS-10 :
N ----- Zone L-------------- Corner L------Flag
Setbacks: Required Actual
SHED 4
Front 25' 154'
DETACHED
� GARAGE -
EXISTING STAIRS TO Sides 0' S
BE RETAINED
13' - 6" Rear 20' 49'
a
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----- I Other
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° 1 T - 0° 25' 14'-3"
�Py Height
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1°I 07/19/2024 w
d ° - NO STORMWATER MANAGEMENT SYSTEM Q > Q
1° MAKIN � Applicant shall repair/replace all REQUIRED AT THIS TIME. IF NEW AND/OR z Q
o+ 1
O RESIDENCE ' O damage to utilities or frontage
improvements in City right-of-way REPLACED IMPERVIOUS SURFACE EQUALS H
per city standards that is caused or 2000SQFT OR GREATER, A STORMWATER _ \
e occurs during the permitted project. MANAGMEMENT SYSTEM MAY BE REQUIRED Q
ATTACHED 46: PER CITY CODES AND STANDARDS M
GARAGE g I O Q
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ESCAPED AREA — NT v °• ! MM Z
OWNER/CONTRACTOR IS RESPONSIBLE FOR w O
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_ OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY w
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
d
NOTE: NO TREES WILL BE REMOVED
DURING OUR CONSTRUCTION PROCESS
EXISTING LOT COVERAGE
PROPOSED LOT COVERAGE
LOT
18295
LOT
18295
RESIDENCE
1015
RESIDENCE
1015
ATTACHED GARAGE
483
ATTACHED GARAGE
483
DETACHED GARAGE
960
DETACHED GARAGE
960
NEW DECK 1 102
TOTAL SQFT. 12458 TOTAL SQFT. 12578
COMMON DRIVEWAY
25 ' FRONT
SETBACK
PARCEL NUMBER:
27041800311600
LEGAL DISCRIPTION:
SEC 18 TWP 27 RGE 04E 80FT OF W
160FT OF N 21OFT OF
NE1/4 SE1/4 SE1/4 SW1/4
ZONING: RS-10
JURISDICTION: EDMONDS
DATE:
06/03/2024
DRAWN BY:
ALFRED SILVESTRE
REV. DATE:
XX-XX-XXXX
PROJECT CONTACT:
RYAN QUINN
206.518.2786
MASTERDECKS LLC
16910 59TH AVE NE SUITE
215ARLINGTON, WA 98223
PH: 425.256.2176
MD24-039 MAKIN
MAKIN DECK PROJECT
FRANK MAKIN
19418 84TH AVE W
EDMONDS, WA 98026
Revision Schedule
Revision
Revision
Number
Date
4 Date 4
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
25/06/2024 10:37:30 pm
DRAWN BY:
ALFRED SILVESTRE
SCALE:
1" = 20'-0"
PARCEL NO:
27041800311600
LEGAL :
SEC 18 TWP 27 RGE 04E 80FT OF
W 160E-F OF N 21OFT OF
N E 1/4
SE1/4 SE1/4 SW1/4
RESUB
Jul 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SITEPLAN
TOTAL % 1 13.4 1 TOTAL % 1 14.1
35% MAX LOT COVERAGE= 6403.25 - SQFT ALLOWED
YARD COVERAGE
PERCENT:85.91/n
MASTEL836BZ, EXP 1/23
A101ol
CEXISTING HOUSE
NO ALTERATIONSI
SIMPLIFIED DECK PLAN
1 /2" = 1'-0"
MASTERDECKS LLC
MASTELS36BZ
EXP 1/17/2025
Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
25/06/2024 10:37:31 pm
DRAWN BY:
ALFRED SILVESTRE
SCALE:
1/2" = 1'-0"
PARCEL NO:
27041800311600
LEGAL :
SEC 18 TWP 27 RGE 04E 80FT OF
W 160FT OF N 21OFT OF
NE1/4
SE1/4 SE1/4 SW1/4
RESUB
Jul 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SIMPLIFIED PLANS
A101n2
GLASS WINDOW PANES TO BE
REPLACED WITH TEMPERED GLASS.
CLIENT WILL CONTRACT THIRD PARTY
PROFESSIONAL FOR THIS SERVICE.
*TO MEET SAFETY CODE
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
• 2021 INTERNATIONAL BUILDING CODE
• 2021 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 LIES EVALUATION
REPORT # 192
-"SIMPSON MPB_Z" POST BASE BRACKETS (WHEN
SPECIFIED) SHALL BE INSTALLED PER MANUFACTURERS
INSTALLATION INSTRUCTIONS IN THE LATEST 'WOOD
CONSTRUCTION CONNECTORS' CATALOG BY SIMPSON
STRONG -TIE, INC.
EXISTING HOUSE
NO ALTERATIONS
13'-6"
111
3'-6"
PROPOSED NEW 102
Q SQFT DECK
DECK PLAN
1/2" = 1'-0"
17'-0"
FFLOOR PLAN KEY NOTES
R-1 36" ASD BLACK PICKET WITH TR200 TOP CAP
SEE A/A104 FOR GUARD POST CONNECTION (TYP)
KB-1 6X6 P.T. SINGLE KNEE BRACE PER 5/A104
DECKING MATERIAL
"TIMBER TECH" COMPOSITE MATERIAL/PRODUCT
I
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Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
25/06/2024 10:37:33 pm
DRAWN BY:
ALFRED SILVESTRE
SCALE:
1/2" = V-0"
PARCEL NO:
27041800311600
LEGAL :
SEC 18 TWP 27 RGE 04E 80FT OF
W 160FT OF N 21OFT OF
NE1/4
SE1/4 SE1/4 SW1/4
RESUB
Jul 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DECK PLAN
A1023
SIMPSON "D
MIN (4) LOC
"LUS2
(TYP)
6x6 HF#2
POSTS (TYP)
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
• 2021 INTERNATIONAL BUILDING CODE
• 2021 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 MPB_Z" POST BASE BRACKETS (WHEN
SPECIFIED) SHALL BE INSTALLED PER MANUFACTURERS
INSTALLATION INSTRUCTIONS IN THE LATEST 'WOOD
CONSTRUCTION CONNECTORS' CATALOG BY SIMPSON
STRONG -TIE, INC.
KB-1 5-1/2 x 13-1/2 GLB-HiClear KB-1
17'-0"
DECK FRAMING PLAN
1 /2" = 1'-0"
FFLOOR PLAN KEY NOTES
R-1 36" ASD BLACK PICKET WITH TR200 TOP CAP
SEE 2/A104 FOR GUARD POST CONNECTION (TYP)
KB-1 6X6 P.T. SINGLE KNEE BRACE PER 5/A104
DECKING MATERIAL
"TIMBER TECH" COMPOSITE MATERIAL/PRODUCT
MASTERDECKS LLC
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Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
25/06/2024 10:37:34 pm
DRAWN BY:
ALFRED SILVESTRE
SCALE:
1/2" = V-0"
PARCEL NO:
27041800311600
LEGAL :
SEC 18 TWP 27 RGE 04E 80FT OF
W 160FT OF N 21OFT OF
NE1/4
SE1/4 SE1/4 SW1/4
RESUB
Jul 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DECK FRAMING PLAN
A102n4
FOUNDATION PLAN
1 /2" = 1'-0"
FOOTING SCHEDULE
PATIO COVER FOUNDATIONAL FOOTING PER 2/A103
18" x 18" SQ REINF W/(2)#4 BARS EACH WAY
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
• 2021 INTERNATIONAL BUILDING CODE
• 2021 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 "SDWS" TIMBER SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND UES EVALUATION
REPORT #192
POST PER PLAN
EPB66Z (POST BASE)
UNLESS NOTED OTHERWISE
MATCH POST SIZE PER PLAN
CONCRETE FOOTING
(2) #4 BARS EACH WAY
REST ON
UNYIELDING SOIL
POST TO FOOTING CONNECTION DETAIL
3/4" = 1'-0"
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:
25/06/2024 10:37:35 pm
DRAWN BY:
ALFRED SILVESTRE
SCALE:
As indicated
PARCEL NO:
27041800311600
LEGAL :
SEC 18 TWP 27 RGE 04E 80FT OF
W 160FT OF N 21OFT OF
NE1/4
SE1/4 SE1/4 SW1/4
RESUB
Jul 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FOUNDATION PLAN
A103
EXISTING RESIDENCE
EXISTING RIM JOIST
n LEDGER CONNECTION DETAIL
3/4" = 1'-0"
OUTSIDE RIM JOIST
LADDER BLOCK @ 16"O.C.
FLUSH AT TOP OF JOIST
OUTSIDE RIM JOIST
LADDER BLOCK @ 16"O.C.
FLUSH AT TOP OF JOIST
JOISTS
LEDGER
VTEGRATED "Z" FLASHING
IMPSON JOIST
ANGERS PER PLAN
,ECKING PLANKS. SEE PLAN
OR TYPE AND SIZE
TT1Z W/6-SD #9X1-1/2"
CREWS TO DECK JOIST
D 48" O.C.
DWS2260ODB EXTERIOR
TRADE TIMBER SCREWS PER
LAN. SEE FRAMING NOTES
FOR INSTALL SPECS.
SINGLE BOARD BORDER
n _q r;i8., 01-81,
'I 'I
OUTSIDE RIM JOIST
SIDE VIEW:]
LADDER BLOCK @ 16"O.C.
FLUSH AT TOP OF JOIST
-SPACING PER BLOCK
[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
T/1T CTC
W7
NG PER DECK
.� . DIST
MIN P.T. 2x8
JOIST
(8) #14 SCREWS
EACH END
B
A SECTION A -A
SECTION B-B
2x8 MIN RIM JOIST W/ (8) 16d NAILS
TO FACE OF 6x6 BLOCK
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 P.T. BLOCKING BETWEEN
JOISTS.
GUARDRAIL POST PER RAILING MFR
DECKING
36" TOP MOUNT GUARDRAIL POST CONNECTION
1 /2" = 1'-0"
PICKET RAILING ELEVATION
1 /2" = 1'-0"
P/T WOOD BEAM
SEE FRAMING PLAN
CORROSION RESISTAN
METAL COLUMN CA
INSTALL PER MFI
(SIMPSON HANGER
MATCH PER BEAM SIZE
SINGLE KNEE -BRACE DETAIL
1 /2" = 1'-0"
TOP CAP
POST
ALUMINUM PICKET
4" BALL MAY NOT
PASS THROUGH
DECKING
FRAMING PER PLAN
STAGGERED SIMPSON
;DWS22600DB" TIMBER SCREWS,
4BEDED 3" MIN. INTO POST
qD COUNTERSINK
KNEE -BRACE (TYP)
,6 P/T HEM FIR #2
\IEE-BRACE
V,T DECK POST
SEE FRAMING PLAN
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:
25/06/2024 10:37:37 pm
DRAWN BY:
ALFRED SILVESTRE
SCALE:
As indicated
PARCEL NO:
27041800311600
LEGAL :
SEC 18 TWP 27 RGE 04E 80FT OF
W 160FT OF N 21OFT OF
NE1/4
SE1/4 SE1/4 SW1/4
RESUB
Jul 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DETAILS
BORDER BLOCKING DETAIL
3/4" = 1'-0" A104
Lj_
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:
2021 EDITION OF THE INTERNATIONAL BUILDING CODE.
2021 EDITION OF THE RESIDENTIAL 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 (ASSUMED)
ALL FOOTINGS MUST HAVE A MINIMUM DEPTH BELOW GRADE AS SPECIFIED IN THE PROJECT REQUIREMENTS.
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:
2X4 & 2X6 STUDS <=10' LONG
ALL OTHER 2X
4X BEAMS AND POSTS
6X BEAMS AND POSTS
MATERIAL:
HEM FIR STUD OR BETTER
HEM FIR NO. 2 OR BETTER
HEM FIR NO. 2 OR BETTER
HEM FIR NO. 1 OR BETTER
ALL STRUCTURAL FRAMING AND CONNECTIONS SHALL BE PER CHAPTER 23 OF THE INTERNATIONAL 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. EXTERIOR EXPOSED GLULAM BEAMS SHALL BE PRESERVATIVE TREATED PER THE "HI -CLEAR II" STANDARDS FOR DECAY RESISTANCE PER
IRC R317.1.
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. EXTERIOR EXPOSED SHALL CONFORM TO PROTECTIVE COATING STANDARDS OR IRC R317.3.
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
10D: 0.148" DIAMETER X 3" LONG
12D: 0.148" DIAMETER X 3 1/4" LONG
16D: 0.162" DIAMETER X 3 1/2" LONG
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:
25/06/2024 10:37:39 pm
DRAWN BY:
ALFRED SILVESTRE
SCALE:
PARCEL NO:
27041800311600
LEGAL :
SEC 18 TWP 27 RGE 04E 80FT OF
W 160FT OF N 21OFT OF
NE1/4
SE1/4 SE1/4 SW1/4
RESUB
Jul 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ALTERNATEVIEW DO NOT NOTCH OR DRILL JOISTS, 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 RENDERINGS &
UNDER ALL WALLS DESIGNATED ON THE FRAMING PLANS AS SHEAR WALLS. PROVIDE2" NOMINAL SOLID BLOCKING AT SUPPORTS OF ALL JOISTS AND TRUSSES. GENERAL NOTES
G. QUALITY ASSURANCE REQUIREMENTS
SPECIAL INSPECTION PER IRC SECTION R109 SHALL BE PROVIDED FOR THE FOLLOWING ITEMS:
REINFORCING BAR OR BOLTS ANCHORED BY EPDXIES OR GROUTS
ANCHOR BOLTS
A105
SOUTH ELEVATION
1 /4" = 1'-0"
EAST ELEVATION
1 /4" = 1'-0"
MASTERDECKS LLC
MASTELS36BZ
EXP 1/17/2025
Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
25/06/2024 10:37:40 pm
DRAWN BY:
ALFRED SILVESTRE
SCALE:
1/4" = V-0"
PARCEL NO:
27041800311600
LEGAL :
SEC 18 TWP 27 RGE 04E 80FT OF
W 160FT OF N 21OFT OF
NE1/4
SE1/4 SE1/4 SW1/4
RESUB
Jul 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BUILDING
ELEVATIONS
A106