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1110 112th Avenue NE, Suite 202, Bellevue WA 98004 | PHONE: 425-646-4022 | FAX 425-646-4024 | MAINVUEHOMES.COM
Framing List for Code compliance MainVue homes to meet 2a Energy code
requirements.
· Subcontractor shall provide and install foam backer rod of proper size around all
windows, exterior doors and other such gaps. These locations shall receive an
application of low expansion foam on top of the backer rod
· All foam used shall be low expansion type. Any bowing, warping or movement
caused by the application of foam shall be repaired at the Subcontractors
expense.
· Subcontractor shall run a bead of sealant on the interior of all exterior plate lines
and inside corners
· Subcontractor shall foam all penetrations including but not limited to plumbing
and electrical.
· Subcontractor shall insulate all water pipes in crawl space and garage situations,
per Washington State Energy Code.
· Subcontractor shall insulate all exposed waterlines in garage including but limited
too: Garage Hose-Bib Shut-Off Valve, Waterlines to Tankless Heater, and Main
Water Supply. All gaps and corners to be fully wrapped so no piping is exposed.
o Pipe Insulation shall not have joints larger than an 1/8” and shall be
covered with duct tape when they occur. Zip Ties can be substituted for
duct tape to seal and keep foam insulation in place.
· Subcontractor shall seal all penetrations through drywall in the garage with
Intumescent Firestop Caulking.
· 2015 Energy Code
o To help meet 2015 blower door test the following shall be done,
o 2nd Floor Gasket Sill Sealer at the upper plate between each room
opening as it meets the upper plate.
o To include outside plate at the outside wall
o Attic Air Seal through Can lights and fixtures going through the attic
o Caulking is to prevent air flow from upper roof to lower room
o Caulking is to be done from the attic before blown insulation is placed or
installed
o Caulking all open penetration at this so there is an air seal and not gap
at the all upper cans
o
o
COVER SHEETA0.0
BALMAINE 'N'
(51-40-01)
DESIGN:
SU
DRAWN:
TD
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.321-
PLAN No:BALMAINE 'N'(51-40-01)422x34 - 1 4" = 1'-0"
11x17 - 18" = 1'-0"WA,51-40-01 N ALU-47 CUSTOM·
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MAIN FLOORPLANDESIGN:
SU
DRAWN:
JZ
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.321-
PLAN No:
51-40-01.02.0 NBALMAINE 'N'(51-40-01.02.0)422x34 - 1 4" = 1'-0"
11x17 - 18" = 1'-0"WA,ALU-47 CUSTOMA2.0
FLOORPLANOPTIONSA2-OPT
DESIGN:
SU
DRAWN:
TD
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.321-
PLAN No:BALMAINE 'N'(51-40-01)422x34 - 1 4" = 1'-0"
11x17 - 18" = 1'-0"WA,51-40-01 N ALU-47 CUSTOM
UPPER FLOORPLANDESIGN:
SU
DRAWN:
JZ
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.321-
PLAN No:
51-40-01.02.0 NBALMAINE 'N'(51-40-01.02.0)422x34 - 1 4" = 1'-0"
11x17 - 18" = 1'-0"WA,ALU-47 CUSTOMA4.0
ROOF PLANDESIGN:
SU
DRAWN:
JZ
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.321-
PLAN No:
51-40-01.02.0 NBALMAINE 'N'(51-40-01.02.0)422x34 - 1 4" = 1'-0"
11x17 - 18" = 1'-0"WA,ALU-47 CUSTOMA5.0
DATENo.3214BALMAINE 'N'(51-40-01.02.0)FRONT ELEVATIONELEVATIONFEATUREMATERIALLEGENDFEAURE MATERIAL CHOICEBALMAINE - NFOR ILLUSTRATIVE PURPOSES ONLY. SUBJECT TO SELLER’S ADDENDUM TO RESIDENTIAL REAL ESTATE PURCHASE AND SALES AGREEMENT. SITE CONDITIONS AND/OR PLAN OPTIONS NOT REFLECTED.WA,LLCRIGHTLEDGESTONE1CAST STONE3BRICK2TILE4ALU-47 LEAF BODY 1: FAWN BRINDLE SW7640 BODY 2: ANONYMOUS SW7046 ACCENT: SEALSKIN SW7675 SIDES AND REAR: FAWN BRINDLE SW7640 ENTRY SOFFIT: FAWN BRINDLE SW7640 OUTDOOR ROOM SOFFIT: CITY LOFT SW7631 TRIM: CITY LOFT SW7631 FRONT DOOR STAIN: SW-MAINVUE PAINT BRUSH GARAGE DOOR: ANONYMOUS SW7046 NOTE: All exterior paint is A-100 Low SheenSTONE BLOCK: MARQUEE 24, DOVE TAILMETAL COPING: SANDLeaf ROOF (Allura ONLY):Weatherwood
EXTERIORELEVATIONSA6.0
DESIGN:
SU
DRAWN:
JZ
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.321-
PLAN No:
51-40-01.02.0 NBALMAINE 'N'(51-40-01.02.0)422x34 - 1 4" = 1'-0"
11x17 - 18" = 1'-0"WA,ALU-47 CUSTOMW:\Seattle\Plan Library\MainVue Plans\40ft Product\51-40 BALMAINE\CAD Files\00 Base Plan\ELEV N - ALU-47\51-40-01 N - ALU-47.dwg, 12/11/2019 11:50:14 AM, tom.diseth
SIDINGENHANCEMENTSA6-DTL
DESIGN:
SU
DRAWN:
JZ
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.321-
PLAN No:
51-40-01.02.0 NBALMAINE 'N'(51-40-01.02.0)422x34 - 1 4" = 1'-0"
11x17 - 18" = 1'-0"WA,ALU-47 CUSTOM
FEATUREMATERIAL:CAST STONE (3)A9.0
DESIGN:
SU
DRAWN:
TD
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.321-
PLAN No:BALMAINE 'N'(51-40-01)422x34 - 1 4" = 1'-0"
11x17 - 18" = 1'-0"WA,51-40-01 N ALU-47 CUSTOM
ELEVATIONSPECIFICDETAILSA9.1
DESIGN:
SU
DRAWN:
TD
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.321-
PLAN No:BALMAINE 'N'(51-40-01)422x34 - 1 4" = 1'-0"
11x17 - 18" = 1'-0"WA,51-40-01 N ALU-47 CUSTOM
A11.0INTERIOR
ELEVATIONS &
DETAILSDESIGN:SUDRAWN:JZSHEET1110 112th Ave NE, Suite 202
Bellevue, WA 98004
Phone: (425) 646-4022
Fax: (425) 646-4024
DESCRIPTIONDATENo.
3
2
1
-PLAN No:BALMAINE
(51-40-01)
422x34 - 14" = 1'-0"11x17 - 18" = 1'-0"WA,LLC51-40-01
A12.0TILE AND PANTRY
LAYOUTSDESIGN:SUDRAWN:JZSHEET1110 112th Ave NE, Suite 202
Bellevue, WA 98004
Phone: (425) 646-4022
Fax: (425) 646-4024
DESCRIPTIONDATENo.
3
2
1
-PLAN No:BALMAINE
(51-40-01)
422x34 - 14" = 1'-0"11x17 - 18" = 1'-0"WA,LLC51-40-01W:\Seattle\Plan Library\MainVue Plans\40ft Product\51-40 BALMAINE\CAD Files\00 Base Plan\BALMAINE (51-40-01) Supplimentary Diagrams.dwg, 6/22/2018 1:53:27 PM, Jennifer.Zanzig
MULTI-STORYDETAILSDESIGN:
--
DRAWN:
--
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.-
PLAN No:
DETAIL SHEETSSTANDARD DETAILS22x34 - 14" = 1'-0"
11x17 - 18" = 1'-0"WA,D1.0123 4
STANDARD PLANDETAILSDESIGN:
--
DRAWN:
--
SHEET1110 112th Ave NE, Suite 202Bellevue, WA 98004Phone: (425) 646-4022Fax: (425) 646-4024DESCRIPTIONDATENo.-
PLAN No:
DETAIL SHEETSSTANDARD DETAILS22x34 - 1 4" = 1'-0"
11x17 - 18" = 1'-0"WA,LLCD1.1123 4W:\Seattle\Plan Library\MainVue Plans\STANDARD DRAWING SHEETS\03 CAD\D1.0 - Detail Sheet.dwg, 11/7/2018 10:02:57 AM, anthony.leafty
OUTDOOR ROOM
FIREBOX OPT. &
DETAILSD3.2-DESIGN:SUDRAWN:TDSHEET-PLAN No:- - -HALF-HEIGHT VERSIONS
OUTDOOR ROOM OPT. FIREPLACE 1
W:\Seattle\Plan Library\MainVue Plans\STANDARD DRAWING SHEETS\03 CAD\D3.2 - D3.3 - D3.4 - Outdoor Stairs, Fireplaces and Pergola.dwg, 5/19/2017 2:23:50 PM, Linda.Kaminski
STAIR DETAILSD3.4-DESIGN:SUDRAWN:TDSHEET-PLAN No:- - -EXTERIOR STAIR DETAILS
OUTDOOR ROOM
W:\Seattle\Plan Library\MainVue Plans\STANDARD DRAWING SHEETS\03 CAD\D3.2 - D3.3 - D3.4 - Outdoor Stairs, Fireplaces and Pergola.dwg, 4/27/2017 2:31:00 PM, Linda.Kaminski
GENERAL STRUCTURAL NOTES
THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS
CRITERIA
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR
BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR
COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL
BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED
BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTIONS, AND PLANS. DETAILING AND SHOP
DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION
CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
THE PLANS. CONFORM TO ASCE 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION."
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL
ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY
FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM
THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,
SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER,
CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND
STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES
SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE
NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS
OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE
STRUCTURAL ENGINEER.
ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED
SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE
AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER.
CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED
TO EARTH
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER)
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER)
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS
SLABS AND WALLS (INT FACE)
2000 PSF
50 PCF/35 PCF
0.35
3"
2"
1-1/2"
1-1/2"
GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4"
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC)(2015 EDITION).
DESIGN LOADING CRITERIA
FLOOR LIVE LOAD (RESIDENTIAL)
DECK LIVE LOAD
WIND
EARTHQUAKE
LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS
SDC D, Ie=1.0, Ss=1.60, S1=0.50, Sds=1.067, Sd1=0.50,
Cs=0.164, R=6.5,
SEISMIC DESIGN BASE SHEAR Vsx=18.4 KIPS
40 PSF
60 PSF
METHOD - DIRECTIONAL PROCEDURE
Kzt=1.0, GCpi=0.18, 110 MPH (RISK CATEGORY II), EXPOSURE "B"
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE
VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. FOUNDATION
DESIGN IS BASED ON THE ASSUMED DESIGN VALUES LISTED BELOW. WHERE APPLICABLE, REFER TO
SOILS REPORT IF ASSUMED DESIGN VALUES ARE GREATER THAN THE TYPICAL ASSUMED VALUES OF
THE LOCAL JURISDICTION. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED OR GIVEN IN THE SOILS
REPORT, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE.
FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNO.
BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR
SUBSURFACE DRAINAGE. REFER TO SOILS REPORT, WHERE APPLICABLE.
ALLOWABLE SOIL PRESSURE
LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED)
COEFFICIENT OF FRICTION
7.
1.
2.
3.
4.
5.
6.
8.
9.
10.
14.
GEOTECHNICAL
CONCRETE
REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy =
60 KSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40,
fy = 40 KSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064. SPIRAL REINFORCEMENT
SHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60 KSI.
12.
DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE
WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #6 AND SMALLER 48 BAR
DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.
LAP CORNER BARS #5 AND SMALLER 48 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS
SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED
WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY
SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
13.
SNOW 25 PSF
CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI
318 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH
OF f'c = 3000 PSI. SLUMP OF CONCRETE SHALL NOT EXCEED 6". STRUCTURAL DESIGN IS BASED ON A
CONCRETE STRENGTH OF f'c = 2500 PSI, THEREFORE NO CONCRETE STRENGTH TESTING REQUIRED.
ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN
AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR
FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.3.1.
11
PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE
MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE-
CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS
AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS:
TOP CHORD LIVE LOAD
TOP CHORD DEAD LOAD
BOTTOM CHORD DEAD LOAD
TOTAL LOAD
WIND UPLIFT (TOP CHORD)
BOTTOM CHORD LIVE LOAD
(BOTTOM CHORD LIVE LOAD DOES NOT ACT
CONCURRENTLY WITH THE ROOF LIVE LOAD)
TRUSSES SHALL BE DESIGNED TO NOT ALLOW LIMITED STORAGE PER IBC TABLE 1607.1. WEBS SHALL BE
CONFIGURED SO THAT ALL OPENINGS ARE SMALLER THAN 24" WIDE x 42" HIGH.
HEAVY DUTY THREADED CONCRETE ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE "TITEN HD
SCREW ANCHOR" AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT
ACCORDANCE WITH ICC-ES REPORT ESR-2713, INCLUDING MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR
REVIEW WITH ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES.
25 PSF
8 PSF
7 PSF
40 PSF
10 PSF
10 PSF
PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS
MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST
MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND
STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED
FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD
CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH
EPOXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS
SHALL BE INSTALLED USING "SET-XP" EPOXY ADHESIVE AS MANUFACTURED BY THE SIMPSON STRONG
TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2508. SUBSTITUTIONS
PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS
INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION IS
REQUIRED. RODS SHALL BE ASTM A36, UNO.
EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "STRONG-BOLT 2"
ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT
CONFORMANCE TO ICC-ES REPORT ESR-3037, INCLUDING MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR
REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES.
BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS.
SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.
17.
15.
16.
18..
19.
20.
21.
22.
WOOD
ANCHORAGE
GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC
STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE
ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL GLULAM BEAMS
SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI, UNO. ALL
24F-V8 GLULAM BEAMS WILL BE SPECIFIED ON PLAN AND SHALL BE DOUGLAS FIR COMBINATION
24F-V8, Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI. GLUED LAMINATED COLUMNS SHALL BE DOUGLAS FIR
COMBINATION 3, L2D GRADE, Fc = 2300 PSI, Fb = 2000 PSI, E = 1900 KSI.
MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS
APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS
NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL
RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER
SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR
VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH
ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING
MINIMUM PROPERTIES:
PSL (2.0E)
LVL (2.0E)
LSL (1.55E)
PSL COLUMN (1.8E)
DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS-JOIST CORPORATION.
ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT
AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE
SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR
GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN
SIZE WITH MEMBERS PROVIDED.
MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR
LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE
MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY
OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE.
Fb = 2900 PSI
Fb = 2600 PSI
Fb = 2325 PSI
Fc = 2500 PSI
E = 2000 KSI
E = 2000 KSI
E = 1550 KSI
E = 1800 KSI
Fv = 290 PSI
Fv = 285 PSI
Fv = 310 PSI
Fv = 190 PSI
ALL 2x LUMBER SHALL BE KILN DRIED OR MC-19, AND ALL LUMBER SHALL BE GRADED AND MARKED IN
CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO 17. FURNISH
TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS
AND BEAMS
BEAMS
POSTS
PLATES AND MISC FRAMING
(2x, 3x AND 4x MEMBERS)
(6x AND LARGER)
(4x MEMBERS)
(6x AND LARGER)
HEM-FIR NO 2 OR SPRUCE-PINE-FIR NO 2
HEM-FIR NO 2 OR SPRUCE-PINE-FIR NO 2
MINIMUM BASE VALUE, Fb = 850 PSI
DOUGLAS FIR-LARCH NO 2
MINIMUM BASE VALUE, Fb = 875 PSI
HEM-FIR NO 2 OR SPRUCE-PINE-FIR NO 2
MINIMUM BASE VALUE, Fc = 1100 PSI
DOUGLAS FIR-LARCH NO 2 OR HEM-FIR NO 2
MINIMUM BASE VALUE, Fc = 575 PSI
STUDS HEM-FIR STUD GRADE OR
SPRUCE-PINE-FIR STUD GRADE
MINIMUM BASE VALUE, Fc = 725 PSI
WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP
DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW
PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE SIGNED AND STAMPED BY A PROFESSIONAL
ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS,
INTERSECTIONS, HIPS, VALLEYS, ETC, SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL
HIP, VALLEY, AND INTERSECTION AREAS, USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES,
ROOF OVER-FRAMING, ETC SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY
INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION
DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT
ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH
AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE
PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY.
WOOD FASTENERS
NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS
TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL.
NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO
FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE
HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG
SCREWS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
(2015 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE
NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. BOLT HOLES SHALL BE A MINIMUM OF 1/32"
TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. HOLES SHALL BE ACCURATELY
ALIGNED IN MAIN MEMBERS AND SIDE PLATES/ MEMBERS. BOLTS SHALL NOT BE FORCIBLY DRIVEN.
TIMBERLOK AND LEDGERLOK FASTENERS CALLED OUT BY LETTERS AND NUMBERS SHALL BE FASTEN-
MASTER STRUCTURAL WOOD SCREWS MANUFACTURED AND INSTALLED IN STRICT ACCORDANCE
WITH ICC-ES REPORT ESR-1078. WS SERIES WOOD SCREWS CALLED OUT ON PLAN SHALL BE "USP"
WOOD SCREWS, AND INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2761 PER THE
"USP" STRUCTURAL CONNECTORS CATALOG ABOVE. EQUIVALENT SCREWS BY OTHER
MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL
OR GREATER LOAD CAPACITIES. LAG SCREWS ARE NOT AN EQUIVALENT SUBSTITUTION.
WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS:
SIZE
8d
10d
12d
TYPE
COMMON
GUN
GUN
LENGTH
2-1/2"
3"
3-1/4"
DIAMETER
0.131"
0.131"
0.131"
24.
27.
A.
B.
C.
A.
PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN
CONFORMANCE WITH DOC PS-1 OR PS-2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS,
EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD.
WALL SHEATHING SHALL BE 7/16" or 1/2" (NOMINAL) WITH SPAN RATING 24/0
FLOOR SHEATHING SHALL BE 3/4" T&G (NOMINAL) WITH SPAN RATING 48/24
ROOF SHEATHING SHALL BE 1/2" or 7/16" (NOMINAL) WITH SPAN RATING 32/16
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
23.
25.
ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE
MINIMUM STANDARDS OF THE IBC, THE AITC "TIMBER CONSTRUCTION MANUAL", AND THE AF&PA
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, SHALL
CONFORM TO TABLE 2304.10.1. OF THE IBC, UNO. COORDINATE THE SIZE AND LOCATION OF ALL
OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS
SHALL BE SPACED AT 16"oc, UNO. (2)STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL
WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS.
(2)2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS IN STRUCTURAL WALLS, UNO. NAIL
MULTI-MEMBER HEADERS WITH (2)ROWS 10d AT 12"oc. SOLID BLOCKING FOR WOOD COLUMNS
SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID
BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT.
B.
28.
TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "USP" STRUCTURAL
CONNECTORS, AS SPECIFIED IN THEIR 2015-2016 EDITION PRODUCT CATALOG. EQUIVALENT DEVICES BY
OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR
EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY
MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
ALL 2x JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "JUS" OR "JL" SERIES JOIST HANGERS. ALL
I-JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "THF" SERIES JOIST HANGERS.
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN
EACH MEMBER.
ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS
CONNECTED.
26.
ABBREVIATIONS
Ø
AB
ADDL
ALT
APPROX
ARCH
BLKG
BM
BOT
C
CLR
CONT
DF
DP
DS
DWGS
(E)
EA
EMBED
EQ
EQUIV
EW
EXP
EXT
FRMG
FT
FTG
GA
GALV
GL
L
DIAMETER
ANCHOR BOLT
ADDITIONAL
ALTERNATE
APPROXIMATE
ARCHITECT,
BLOCKING
BEAM
BOTTOM
CENTERLINE
CLEARANCE
CONTINUOUS
DOUGLAS FIR
DEEP, DEPTH
DRAG STRUT
DRAWINGS
EXISTING
EACH
EMBEDMENT
EQUAL
EQUIVALENT
EACH WAY
EXPANSION
EXTERIOR
FRAMING
FEET
FOOTING
GAUGE
GALVANIZED
GLUE LAMINATED
ARCHITECTURAL
TIMBER
GR
GT
HD
HDR
HF
HGR
HORIZ
IBC
IRC
L
LBS
LONG
LSL
LVL
MAX
MB
MFR
MIN
MISC
oc
OPP
OSB
PLY
PREFAB
PSF
GRADE
GIRDER TRUSS
HOLDOWN
HEADER
HEM FIR
HANGER
HORIZONTAL
INTERNATIONAL
BUILDING CODE
INTERNATIONAL
RESIDENTIAL CODE
LENGTH
POUNDS
LONGITUDINAL
LAMINATED
STRUCTURAL LUMBER
LAMINATED VENEER
LUMBER
MAXIMUM
MACHINE BOLT
MANUFACTURER
MINIMUM
MISCELLANEOUS
ON CENTER
OPPOSITE
ORIENTED STRAND
BOARD
PLYWOOD
PREFABRICATED
POUNDS PER
SQUARE FOOT
HM HIP MASTER
PSI
PSL
PT
REQD
SOG
STD
T&G
THRD
TPL
TRANSV
UNO
VERT
W
w/
w/o
WTS
POUNDS PER
SQUARE INCH
PARALLEL STRAND
LUMBER
PRESSURE TREATED
LUMBER
REQUIRED
SLAB ON GRADE
SQUARE
STANDARD
SHEARWALL
TONGUE AND GROOVE
THREADED
TRIPLE
TRANSVERSE
TYPICAL
UNLESS NOTED
OTHERWISE
VERTICAL
WIDE OR WIDTH
WITH
WITHOUT
WELDED HEADED
STUD
WELDED THREADED
STUD
WELDED WIRE MESH
REINF REINFORCING
SQ
SW
TYP
WHS
WWM
BOE BOTTOM OF
EXCAVATION
DBL DOUBLE
HT HEIGHT
JST
K
KP
JOIST
KIPS (1000 LBS)
KING POST
PLF POUNDS PER LINEAR
FOOT
NTS NOT TO SCALE
NO NUMBER
INT INTERIOR
DN DOWN
FDN FOUNDATION
GWB GYPSUM WALLBOARD
±PLUS OR MINUS
ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP
PLATE AND BOTTOM PLATE TO EACH STUD WITH (3)10d NAILS. FACE NAIL DOUBLE TOP PLATES
WITH 10d AT 12"oc AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE (12)10d NAILS AT 4"oc
EACH SIDE OF JOINT. AT TOP PLATE INTERSECTIONS PROVIDE (3)10d FACE NAILS.
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING
BELOW WITH (2)ROWS OF 12d NAILS AT 16"oc, OR ATTACHED TO CONCRETE BELOW WITH 5/8"
DIAMETER ANCHOR BOLTS AT 4'-0"oc EMBEDDED 7" MINIMUM, UNO. THERE SHALL BE A
MINIMUM OF (2)BOLTS PER PLATE SECTION WITH (1)BOLT LOCATED NOT MORE THAN 12" OR
LESS THAN 4-1/2" FROM EACH END OF THE PLATE SECTION. INDIVIDUAL MEMBERS OF BUILT-UP
POSTS SHALL BE NAILED TO EACH OTHER WITH (2)ROWS OF 10d AT 16"oc. UNLESS NOTED
OTHERWISE, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL
STUDS AND PLATES WITH #6 x 1-1/4" TYPE S OR W SCREWS AT 12"oc. UNLESS NOTED OTHERWISE,
7/16" OR 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO
ALL EXTERIOR SURFACES WITH 8d NAILS AT 6"oc AT PANEL EDGES AND TOP AND BOTTOM
PLATES (BLOCK UN-SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH
8d NAILS AT 12"oc. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS.
FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT
EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR
ROOFS, UNO. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL TIMBER JOISTS TO
SUPPORTS WITH (3)10d NAILS AND NAIL TJI JOISTS TO SUPPORTS WITH (2)10d NAILS. ATTACH
JOISTS TO BEAMS WITH JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL
ALL MULTI-JOIST BEAMS TOGETHER WITH (2)ROWS 10d AT 12"oc. TOENAIL RIM JOIST TO TOP
PLATE WITH 10d AT 6"oc. TOENAIL BLOCKING BETWEEN JOISTS TO TOP PLATE WITH (3)10d NAILS.
UNLESS NOTED OTHERWISE ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE
LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6"oc WITH 8d NAILS TO
FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND AT 12"oc TO
INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN
JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL
HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8"
SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL
BLOCKING TO SUPPORTS WITH 10d AT 12"oc, UNO.
C.
ELECTRICAL, MECHANICAL, PLUMBING, AND DRAINAGE SYSTEMS SHALL BE DESIGNED30.
TO ACCOMMODATE THE DIFFERENTIAL SHRINKAGE OR MOVEMENT OF THE
WOOD STRUCTURE (3/8” PER FLOOR).
TRUSSES SHALL BEAR AT EXTERIOR WALLS ONLY UNLESS SPECIFICALLY NOTED ON PLANS.
NOTCHES AND HOLES IN WOOD FRAMING:
SAWN LUMBER JOISTS AND RAFTERS: NOTCHES AT THE ENDS OF JOISTS SHALL NOT EXCEED 1/4 THE
JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH,
BE LONGER THAN 1/3 THE JOIST DEPTH, OR BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. HOLES
SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER SHALL NOT
EXCEED 1/3 THE JOIST DEPTH. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIMES THE
DIAMETER OF THE LARGEST HOLE OR 2" AND SHALL BE LOCATED A MINIMUM OF 2" FROM ANY
NOTCH.
EXTERIOR AND BEARING WALLS: WOOD STUDS ARE PERMITTED TO BE NOTCHED TO A DEPTH NOT
EXCEEDING 1/4 OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40% OF THE STUD WIDTH
IS PERMITTED IN WOOD STUDS. HOLES SHALL NOT BE WITHIN 5/8" TO THE EDGE OF THE STUD.
OR 2" AND SHALL NOT BE LOCATED AT THE SAME SECTION AS A NOTCH.
CUTS, NOTCHES, AND HOLES IN MANUFACTURED LUMBER, PREFABRICATED PLYWOOD WEB JOISTS,
AND PREFABRICATED TRUSSES ARE PROHIBITED EXCEPT WHERE NOTED ON STRUCTURAL PLANS OR
PERMITTED BY MANUFACTURER'S RECOMMENDATIONS.
29.
A.
B.
C.
SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIMES THE DIAMETER OF THE LARGEST HOLE
PLYWOOD WEB JOIST PROVIDED. PROVIDE FOR ALL TEMPORARY AND PERMANENT TJI BRACING
PER ESR-1153, TJI-4000 INSTALLATION GUIDE AND TJI-9001 INSTALLATION GUIDE.
TRUSS BRACING AND BRIDGING PER IRC SECTION R802.10.3 AND THE TRUSS PLATE INSTITUTE'S BUILDING
COMPONENT SAFETY INFORMATION. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE
ON THE JOB SITE AT THE TIME OF INSPECTION PER IRC SECTION 106.1.2
PRESSURE TREATED WOOD (INCLUDES PRESERVATIVE AND FIRE TREATED) SHALL BE TREATED PER AWPA
STANDARDS U1 AND M4. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO
RETENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED
TO A RETENTION OF 0.40 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED
TO WEATHER. FASTENERS AND TIMBER CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITH
ACQ-A TO A RETENTION LEVEL OF 0.40 PCF), CBA-A (UP TO A RETENTION LEVEL OF 0.41 PCF), CA-B
(UP TO A RETENTION LEVEL OF 0.21 PCF), SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT-
GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECT
CONTACT WITH ACQ-A (OVER A RETENTION LEVEL OF 0.40 PCF), CBA-A (OVER A RETENTION LEVEL
OF 0.41 PCF), CA-B (OVER A RETENTION LEVEL OF 0.21 PCF), OR WITH ACZA TREATED WOOD SHALL
BE TYPE 304 OR 316 STAINLESS STEEL.
MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF
INSPECTION PER IRC SECTION 106.1.2
S1.0
SCALE - NTS
NOTES
GENERAL STRUCTURALCCOPYRIGHT 2018 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: johntPlotted Date: Sep 25, 2019 - 4:13pmSEATTLE III - 51-40-01.02 N PLANALU - 47 122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038
PROJECT MANAGER
DRAWN
DESCRIPTION
PERMIT SET 9.16.19
DATE
PROJECT NO 0135.2018.08.0005
TMH
ENGINEER
RAF
ARCH
PERMIT CORRECTIONS 9.25.191
REV
MAINVUE HOMES
425.646.4022
RUSS FOISY
206.623.2799
RUSSF@MALSAM-TSANG.COM
A
43968
TC.IVN SA
N
GEFO NII
E
SS NOA L GNE EE
O
RPRTASET
RESIGT DE
HSFWA
IN
GTONR
12/S3.1
3/S3.1
HL210
2'-0"6'-21
4"
LEGEND
TYPICAL OPEN DECK FRAMING
PER PLAN NOTE 6, UNO
TYPICAL HEADERS
PER PLAN NOTE 8, UNO
TYPICAL FLOOR FRAMING
PER PLAN NOTE 4, UNO
START FRAMING LAYOUT HERE
ALL BEAM, POST AND HOLDOWN
LOCATION DIMENSIONS ARE TO
CENTERLINE, UNO
CRAWLSPACE
SLAB ON GRADE
PER PLAN NOTE 2
4/S3.1 8/S3.1 DD
C
STAD10RJ
STAD10RJSW4SW44/S3.1
7/S3.1
7/S3.1
SW2
STAD14RJSTAD14RJSTAD14RJSTAD8RJSTAD8RJSTAD14RJ
STAD14RJ
STAD14RJ
STAD14RJ
MSTA24-TZ
RIM TO RIM
4/S3.1 SW2SW2PHD2A
PHD2A 2'-0"PHD2A
PHD2A 12'-0"2'-0"7'-0"7'-0"7'-0"6'-6"6'-6"4'-6"
A
TYP, UNO
4x8
TYP, UNOPT 4x4
TYP, UNO
6'-71
4"10'-0"2'-0"5'-0"5'-0"5'-4"4'-3"1'-0"
5'-4"8'-2"PT 6x6C
4x8
#101
MPAIJOIST JOISTDBLDBL#102DBLDBL2/S3.1
4'-3"(2)4x8 POSTS BETWEEN
MUDSILL AND MAIN FLOOR
SHEATHING
C
SOLID VERTICAL
GRAIN BLKG FOR
WIDTH OF POST
UP TO SHEATHING 7'-6"2'-0"5'-6"5'-6"3'-6"PT 6x8 - EXTEND UP
TO BOTTOM
OF SHEATHING
FULL-DEPTH BLKG
DSW2STAD14RJC
DOUBLE BELOW EACH
END OF FIREBOX
FULL DEPTH BLKG
AT FB LOCATION
18"Ø x 12" CONC
PAD (3)PLACES
PT 4x4 POST w/
ST1-TZ POST TO FTG
(3)PLACES
PT 2x10 LEDGER
TO RIM w/ (2)10d
AT 16"oc
PT 2x10 LEDGER
w/ (3)LEDGERLOK LL358
SCREWS AT 16"oc
JUS28-TZ
STAD14RJ
MSTA24-TZ
RIM TO RIMFULL DEPTH BLKG
AT FB LOCATION
INSTALL PRIOR TO LEDGER
MSH422-TZ TO RIM
(3)LEDGERLOK LL358
SCREWS AS SHOWN,
(9)TOTAL2'-4"PT 4x8TYP1'-0"
10/S3.1
HD10-3IFTZ
DOUBLE BELOW EACH
END OF FIREBOX
SW2
4'-0"4'-0"JUS28-2TZ
JUS28-2TZ
PAU66-TZ
HD10-3IFTZ
3'-5"
10'-41
4"3"3'-412"3'-412"3"12'-712"10"(2)
(2)(2)
(2)12'-712"10"14'-0"
10'-31
2"
4'-21
2"3"
15'-81
2"
7'-0"14'-21
2"
2'-0"1'-9"SW47'-1012"PT 4x8
TYP, UNO
STAD10RJ
2'-6"
BATH OPT
4/S3.1
3'-712"BSTAD14RJ 4'-234"9/S3.1
SW4(2)TDL5
21'-8"
STAD10
(2)TDL5 4'-1"PLAN NOTESPLAN NOTES AND FOUNDATION PLAN
MAIN FLOOR WALLS SHOWN DASHED
STRUCTURAL WALL BELOW
STRUCTURAL WALL ABOVE
HEADER/BEAM BELOW FRAMING - TYP
SPAN AND EXTENTS
PLUMBING PENETRATION ABOVE
CONCRETE WALL BELOW
NUMBER OF BUILT UP STUDS(x)
FOOTING SCHEDULE
MARK
1'-6" SQ x 8" DP
SIZE
2'-0" SQ x 8" DP
2'-6" SQ x 10" DP
3'-0" SQ x 12" DP
REINFORCING
-
-
(3)#4 EW BOT
(4)#4 EW BOT
A
B
C
D
3'-6" SQ x 12" DP (5)#4 EW BOTE
MAIN FLOOR FRAMING
RAISED CONCRETE STEMWALL 9-1/4"
TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24)
GLUE AND NAIL FLOOR SHEATHING w/ 8d AT 6"oc AT FRAMED PANEL EDGES AND AT 12"oc IN
TYPICAL OPEN DECK FRAMING CONSISTS OF DECKING PER ARCHITECTURAL DRAWINGS OVER
"SW_" INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE ON
ALL HEADERS SHALL BE 4x8, UNO. PROVIDE PT 4x4 POSTS, UNO. REFER TO DETAIL 2/S3.1 FOR
REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR ADDITIONAL REQUIREMENTS.
OVER 2x10's AT 19.2"oc, UNO. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT
EXTEND OVER MORE THAN HALF THE JOIST LENGTH.
4/S4.0 FOR ADDITIONAL INFORMATION. ALL EXTERIOR WALLS ARE SW6, UNO.
PT 2x10's AT 16"oc, UNO.
ADDITIONAL REQUIREMENTS.
BOTTOM OF ALL FOOTINGS SHALL BE 18" MINIMUM BELOW LOWEST ADJACENT GRADE, UNO.
SLAB ON GRADE SHALL BE 4" MINIMUM THICKNESS OVER 4" MIN FREE DRAINING
REFER TO SHEET S3.0 FOR TYPICAL FOUNDATION AND CONCRETE DETAILS.
GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL PER SOILS ENGINEER.
1.
2.
3.
4.
5.
6.
7.
8.
11.
THE FIELD, UNO.
STAD HOLDOWNS ARE DIMENSIONED TO THE CENTERLINE OF STRAP. PHD HOLDOWNS ARE9.
DIMENSIONED TO THE CENTERLINE OF ANCHOR BOLT. DIMENSIONS ARE BASED OFF OF
DRAWINGS PROVIDED BY THE ARCHITECT AND SHALL BE VERIFIED.
DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.12.
PLUMBING DROPS AND CRAWLSPACE ACCESS LOCATION ARE PROVIDED BY ARCHITECT
AND SHALL BE VERIFIED.
10.
RAISED CONCRETE STEMWALL PER 11/S3.1 WHERE SHOWN
5/8"Ø AB SCHEDULE
MARK
48"oc
SPACING
42"oc
36"oc
24"oc
18"oc
SW6
SW4
SW3
SW2
SW3-2
12"ocSW2-2
1 ALL EXTERIOR SHEARWALLS ARE SW6, UNO.
FIREBOXFB
SW2
STAD8RJSTAD8RJ14'-7"
19'-4"PHD8PHD8SW4
S2.1
FOUNDATION PLAN
SCALE - 1/4" = 1'-0"
FRAMING AND
MAIN FLOORCCOPYRIGHT 2018 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: johntPlotted Date: Sep 25, 2019 - 4:14pmSEATTLE III - 51-40-01.02 N PLANALU - 47 122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038
PROJECT MANAGER
DRAWN
DESCRIPTION
PERMIT SET 9.16.19
DATE
PROJECT NO 0135.2018.08.0005
TMH
ENGINEER
RAF
ARCH
PERMIT CORRECTIONS 9.25.191
REV
MAINVUE HOMES
425.646.4022
RUSS FOISY
206.623.2799
RUSSF@MALSAM-TSANG.COM
A
43968
TC.IVN SA
N
GEFO NII
E
SS NOA L GNE EE
O
RPRTASET
RESIGT DE
HSFWA
IN
GTONR1 1
UPPER FLOOR FRAMING PLAN
UPPER FLOOR WALLS SHOWN DASHED
MAIN FLOOR WALLS SHOWN SOLID
PLAN NOTESPLAN NOTES LEGEND
STRUCTURAL WALL BELOW
STRUCTURAL WALL ABOVE
HEADER/BEAM BELOW FRAMING - TYP
SPAN AND EXTENTS
PLUMBING PENETRATION ABOVE
NUMBER OF BUILT UP STUDS(x)
BLOCK DIAPHRAGM - PROVIDE FLAT 2x4 BLKG w/
8d AT 4"oc AT ALL PANEL EDGES AND 8d AT 12"oc
IN THE FIELD
KING STUDKS
TRIMMER STUDTS
TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24)
GLUE AND NAIL FLOOR SHEATHING w/ 8d AT 6"oc AT FRAMED PANEL EDGES AND OVER SHEAR-
"SW_" INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE ON
WHERE POSTS OCCUR, PROVIDE SOLID VERTICAL GRAIN BLOCKING THRU FLOOR TO MATCHING
REFER TO SHEET S4.0 FOR TYPICAL WOOD FRAMING DETAILS.
REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR ADDITIONAL REQUIREMENTS.
DO NOT SCALE DRAWINGS. REFER TO ARCH DRAWINGS FOR ALL DIMENSIONS.
OVER 11-7/8" TJI 110's AT 16"oc, UNO. PROVIDE DBL JOISTS UNDER ALL PARALLEL PARTITIONS
THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH.
WALLS AND AT 12"oc IN FIELD, UNO.
4/S4.0 FOR ADDITIONAL INFORMATION. ALL EXTERIOR WALLS ARE SW6, UNO.
SUPPORTS BELOW, UNO.
PROVIDE (2)BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER
TRUSSES OVER 6'-0" IN LENGTH, UNO.
NAIL ROOF SHEATHING w/ 8d AT 6"oc AT FRAMED PANEL EDGES AND OVER SHEARWALLS, AND
AT 12"oc IN THE FIELD, UNO.
TYPICAL WALL FRAMING CONSISTS OF 2x6's AT 16"oc AT EXTERIOR WALLS AND 2x4's or 2x6's AT
16"oc AT INTERIOR WALLS PER ARCH DRAWINGS, UNO.
1.
2.
5.
8.
11.
12.
13.
7.
4.
9.
ALL REQUIRED HEADERS ARE SHOWN ON PLAN AND SHALL BE (2)2x8, UNO. REFER TO DETAIL
8/S4.0 FOR ADDITIONAL REQUIREMENTS.
6.
TYPICAL ROOF FRAMING CONSISTS OF 7/16" or 1/2" APA RATED SHEATHING (SPAN RATING 32/16)
OVER PRE-MANUFACTURED TRUSSES AT 24"oc, UNO. PROVIDE TIMBERLOK TLOK06 SCREWS EACH
END OF ALL TRUSSES, AND EACH PLY OF ALL MULTIPLE TRUSSES, UNO. REFER TO ARCH DRAWINGS
3.
FOR TRUSS PROFILE. TRUSSES SHALL BEAR AT EXTERIOR WALLS ONLY, UNO. ALL OVERFRAMING
SHALL BE PER TRUSS MANUFACTURER. GABLE END TRUSSES SHALL BE DESIGNED TO SPAN OPENINGS.
PLUMBING DROPS AND RECESSED LIGHTING LOCATIONS PROVIDED BY ARCHITECT AND
DIMENSIONS SHALL BE VERIFIED.
10.
RECESSED LIGHTING
FLUSH BEAM SCHEDULE
B1
MARK SIZE HANGER
B2
B3
B4
BRG STUDS
LSL 1-3/4 x 11-7/8
GL 3-1/2 x 11-7/8
GL 5-1/2 x 11-7/8
HD17112
THDH610
HD410
THDH7212
2
2
3
4
1 ALL GLULAM BEAMS ARE 24F-V4, UNO
2
2 PROVIDE INVERTED FLANGE (IF) HANGERS WHERE REQUIRED, UNO
1
DRAG STRUT - NAIL THRU SHEATHING w/ 8d AT 4"ocDS
INTO ENTIRE LENGTH OF MEMBER
PSL 7 x 11-7/8
2
START FRAMING LAYOUT HERE
TYPICAL FLOOR FRAMING
PER PLAN NOTE 1, UNO
TYPICAL ROOF FRAMING
PER PLAN NOTE 3, UNO
ALL EXTERIOR WALLS SW6
PER PLAN NOTE 5, UNO
TYPICAL WALL FRAMING
PER PLAN NOTE 9, UNO
ALL REQUIRED HEADERS ARE SHOWN
ON PLAN PER PLAN NOTE 6
PT 6x6
EPCM66
RS16 x 2'-6"
BEAM TO RIM (3)(2)(2)(5)GL 5-1/2 x 10-1/2
SINGLE TOP PLATE ABOVE HEADER
B3
#203MPAI
BEAM TO BEAM
SW2SW2(3)SW2
8/S4.1
4/S4.1
SW2B2#202(2)2x8#201(2)2x8
#206
(2)2x8
#207
BALLOON FRAME WALL w/
(2)2x6 STUDS AT 16"oc
DOUBLE STUDS NOT REQD
ABOVE OR BELOW OPENINGS
GL 5-1/2 x 10-1/2
SINGLE TOP PLATE ABOVE HEADER(2)(3)(3)GL 3-1/2 x10-1/2#217(2)
8/S4.2
8/S4.1
PSL 3-1/2 x 11-7/8
#205
PSL 5-1/4 x 11-7/8
OVERHANG BEAM 1"
FROM INSIDE FACE OF WALL
SISTER BEAMS TOGETHER w/
TIMBERLOK TLOK08 AT 18"oc
STAGGERED
6'-71
2"8'-11
2"1'-6"
41
2"2'-41
2"
21
2"4'-01
2"4'-21
2"
(3)(2)(2)RS16 x 2'-6"
BEAM TO RIM
(2)2x8
#209
GL 5-1/2 x 10-1/2
(2)
(4)B2#210B1 DS(2)RS16(2)RS164x6RS16 THDH410
RS16 B2#212(2)RS16(2)RS16(4)5/S4.1
9/S4.2
B3
#211
VERT HTW20
BEAM TO KS
(4)(5)RS16 x 3'-0"
PLATE TO PLATE
7'-0"B3#213#216GL 6-3/4 x 16-1/2#215GL 6-3/4 x 16-1/2HDQ612IF
9/S4.2
12/S4.1
BEAM TO POST
VERT HTW20
7'-10"
BATH OPT
(2)2x6
AT OPT DOOR (5)RS16 x 3'-0"
PLATE TO PLATE
7/S4.1CONT GL 5-1/2 x 18
#214
BOT FLUSH
(2)MPAI
BEAM TO BEAM (2)MPAI
BEAM TO BEAM
8/S4.2
10/S4.1
1'-91
2"4'-111
2"
B1
6'-0"HM(2)MPAI
BEAM TO PLATE
RS16 x 3'-0"
DS TO DS (3)(3)SW4B1 DS3/S4.1
B1
(2)
(2)
4/S4.1
2'-21
2"11-7/8" TJI 210 AT 16"oc11-7/8" TJI 210 AT 16"oc6/S4.1
#204
(3)
BRG WALL
#208SW4ALIGN JOIST OVER SHEARWALLTWO STUDS MINIMUM OR POST PER PLAN ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END
ALL EXTERIOR WALLS SHALL BE SW6, UNLESS NOTED OTHERWISE.
MP4F's INSTALLED OVER SHEATHING WITH 8d (0.131"Ø x 2-1/2") NAILS MAY BE SUBSTITUTED FOR MPA1's AT
3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d NAILING ARE REQD AT ABUTTING PANEL EDGES WHERE
EMBED ANCHOR BOLTS AT LEAST 7". ALL BOLTS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. THE PLATE
BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc.
8d NAILS SHALL BE 0.131"Ø x 2-1/2", 10d NAILS SHALL BE 0.131"Ø x 3", AND 12d NAILS SHALL BE 0.131"Ø x 3-1/4".
SHEARWALL SCHEDULE
PANEL EDGE NAIL SPACING IS 3"oc OR LESS. REFER TO DETAIL A. WHERE 3x STUDS ARE USED, STAGGER NAILS
STUDS SHALL RECEIVE PANEL EDGE NAILING.
NAILS SHALL NOT BE SPACED LESS THAN 3/8" FROM EDGES OF SHEATHING. SHEATHING NAILS SHALL BE
DRIVEN SO THEIR HEADS ARE FLUSH WITH SHEATHING (NOT COUNTERSUNK).
WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.
CONTRACTORS OPTION.
MARK SHEATHING PANEL EDGE
NAILING
TOP PLATE CONNECTION
I-JOIST RIM/BEAM
SW6
SW4
SW3
1/2" PLY or 7/16" OSB 8d AT 6"oc
8d AT 4"oc
8d AT 3"oc
8d AT 2"oc
10d AT 6"oc
10d AT 4"oc
(2)ROWS 10d AT 4"oc
MPA1 AT 30"oc
MPA1 AT 18"oc
MPA1 AT 16"oc
MPA1 AT 12"oc
(2)ROWS 10d AT 6"oc
SW2
1/2" PLY or 7/16" OSB
1/2" PLY or 7/16" OSB
1/2" PLY or 7/16" OSB
AT WOOD AT CONCRETE
BASE PLATE CONNECTION
12d AT 6"oc
12d AT 4"oc
(2)ROWS 12d AT 6"oc
5/8"Ø AB AT 48"oc
5/8"Ø AB AT 42"oc
5/8"Ø AB AT 36"oc
(2)ROWS 12d AT 4"oc 5/8"Ø AB AT 24"oc
DETAIL A
EDGE NAILING
OVER EA STUD
10d NAILING
PLAN VIEW AT ABUTTING PANEL
EDGES PER FOOTNOTE 4
PER SCHEDULE
SHEATHING EDGE
AT ADJOINING PANEL EDGES.
1 2 3 5 6 7
8
4
4
1
2
3
4
5
6
7
8
12'-0"
11/S4.1
4x6SW2 SW2SW4ALIGN CONT DS JOIST OVER SHEARWALL(2)
(2)(3)(2)(3)RS16 x 3'-0"
PLATE TO PLATE (4)11-7/8" TJI 230 AT 16"ocPT 4x4
(2)PBES44
PT 4x4
(2)PBES44
4x6
4x8
HUS481FHUS48IFGL 3-1/2 x 12#21812/S4.2
4x6
HUS481F4x8SW4(2)
(2)(2)2x10#219(2)(2)2x8
#220
(2)RS16(2)RS16SW4 4x6(2)RS16(2)RS16S2.2
SCALE - 1/4" = 1'-0"
FRAMING PLAN
UPPER FLOORCCOPYRIGHT 2018 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: johntPlotted Date: Sep 25, 2019 - 4:14pmSEATTLE III - 51-40-01.02 N PLANALU - 47 122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038
PROJECT MANAGER
DRAWN
DESCRIPTION
PERMIT SET 9.16.19
DATE
PROJECT NO 0135.2018.08.0005
TMH
ENGINEER
RAF
ARCH
PERMIT CORRECTIONS 9.25.191
REV
MAINVUE HOMES
425.646.4022
RUSS FOISY
206.623.2799
RUSSF@MALSAM-TSANG.COM
A
43968
TC.IVN SA
N
GEFO NII
E
SS NOA L GNE EE
O
RPRTASET
RESIGT DE
HSFWA
IN
GTONR1
1
ROOF FRAMING PLAN
UPPER FLOOR WALLS SHOWN SOLID
PLAN NOTESPLAN NOTES LEGEND
STRUCTURAL WALL BELOW
HEADER/BEAM BELOW FRAMING - TYP
SPAN AND EXTENTS
NUMBER OF BUILT UP STUDS(x)
GIRDER TRUSSGT
FULL HEIGHT KING STUD w/ MPAI TOP AND BOTTOMKS
TYPICAL ROOF FRAMING CONSISTS OF 7/16" or 1/2" APA RATED SHEATHING (SPAN RATING 32/16)
NAIL ROOF SHEATHING w/ 8d AT 6" oc AT FRAMED PANEL EDGES AND OVER SHEARWALLS, AND
"SW_" INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE ON
ALL HEADERS SHALL BE (2)2x6, UNO. REFER TO DETAIL 8/S4.0 FOR ADDITIONAL REQUIREMENTS.
PROVIDE (2)BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER
WHERE POSTS OCCUR, PROVIDE SOLID VERTICAL GRAIN BLOCKING THRU FLOOR TO MATCHING
OVER PRE-MANUFACTURED TRUSSES AT 24"oc, UNO. PROVIDE TIMBERLOK TLOK06 SCREWS EACH
AT 12"oc IN FIELD, UNO.
4/S4.0 FOR ADDITIONAL INFORMATION. ALL EXTERIOR WALLS ARE SW6, UNO.
TRUSSES OVER 6'-0" IN LENGTH, UNO.
SUPPORTS BELOW, UNO.
END OF ALL TRUSSES, AND EACH PLY OF ALL MULTIPLE TRUSSES, UNO. REFER TO ARCH DRAWINGS
TYPICAL WALL FRAMING CONSISTS OF 2x6's AT 16"oc AT EXTERIOR WALLS AND 2x4's or 2x6's AT
16"oc AT INTERIOR WALLS PER ARCH DRAWINGS, UNO.
1.
2.
3.
4.
5.
6.
7.
FOR TRUSS PROFILE. TRUSSES SHALL BEAR AT EXTERIOR WALLS ONLY, UNO. ALL OVERFRAMING
REFER TO SHEET S4.0 FOR TYPICAL WOOD FRAMING DETAILS.
REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR ADDITIONAL REQUIREMENTS.
DO NOT SCALE DRAWINGS. REFER TO ARCH DRAWINGS FOR ALL DIMENSIONS.
9.
10.
11.
RECESSED LIGHTING AND ATTIC ACCESS LOCATIONS ARE PROVIDED BY ARCHITECT AND
DIMENSIONS SHALL BE VERIFIED.
8.
SHALL BE PER TRUSS MANUFACTURER. GABLE END TRUSSES SHALL BE DESIGNED TO SPAN OPENINGS.
RECESSED LIGHTING
TRIMMER STUDTS
HIP MASTERHM
MODIFIED TRUSSES - TRUSS MANUFACTURER TO DESIGN FOR
MINIMUM 20PSF LOAD AT BOTTOM CHORD
TYPICAL ROOF FRAMING
PER PLAN NOTE 1, UNO
ALL EXTERIOR WALLS SW6
PER PLAN NOTE 3, UNO
TYPICAL WALL FRAMING
PER PLAN NOTE 7, UNO
TYPICAL HEADERS
PER PLAN NOTE 4, UNO
4x10
#301
(2)2x6
#302
SW4
SW4GL 3-1/2 x 10-1/2
#303 (2)(2)(2)
(2)(2)2x8#307(2)2x8#306(2)
(2)
(2)
(2)
(2)2x8
#305
GL 3-1/2 x 10-1/2
#304
8/S4.2
8/S4.2
(2)(2)(2)SW6SW6SW63/S4.2
3/S4.2
HM8'-0"4'-0"8'-0"GTGTDT1.1DT1.24'-134"6'-634"BALLOON FRAME WALL w/
(2)2x6 STUDS AT 16"oc
DOUBLE STUDS NOT REQD
ABOVE OR BELOW OPENINGS
29'-11
4"(2)GT
GT
GT
HMGTRT7A
TRUSS TO PLATE
EACH END
RT7A
TRUSS TO PLATE
EACH END
6'-0"
6'-0"
PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING PER12.
IRC SECTION R802.10.3 AND THE TRUSS PLATE INSTITUTE'S BUILDING COMPONENT SAFETY
INFORMATION.
DRAG TRUSS SCHEDULE
DT1.1
MARK
2.8 KIPS
LOAD TRANSFER
DT1.2 2.2 KIPS
1 TRUSS MFR TO DESIGN TRUSS TO TRANSFER
2 NAIL THRU SHEATHING w/ 8d AT 4"oc INTO
1 2
LISTED LOAD FROM TOP TO BOT CHORD
ENTIRE LENGTH OF MEMBER
TWO STUDS MINIMUM OR POST PER PLAN ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END
ALL EXTERIOR WALLS SHALL BE SW6, UNLESS NOTED OTHERWISE.
MP4F's INSTALLED OVER SHEATHING WITH 8d (0.131"Ø x 2-1/2") NAILS MAY BE SUBSTITUTED FOR MPA1's AT
3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d NAILING ARE REQD AT ABUTTING PANEL EDGES WHERE
EMBED ANCHOR BOLTS AT LEAST 7". ALL BOLTS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. THE PLATE
BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc.
8d NAILS SHALL BE 0.131"Ø x 2-1/2", 10d NAILS SHALL BE 0.131"Ø x 3", AND 12d NAILS SHALL BE 0.131"Ø x 3-1/4".
SHEARWALL SCHEDULE
PANEL EDGE NAIL SPACING IS 3"oc OR LESS. REFER TO DETAIL A. WHERE 3x STUDS ARE USED, STAGGER NAILS
STUDS SHALL RECEIVE PANEL EDGE NAILING.
NAILS SHALL NOT BE SPACED LESS THAN 3/8" FROM EDGES OF SHEATHING. SHEATHING NAILS SHALL BE
DRIVEN SO THEIR HEADS ARE FLUSH WITH SHEATHING (NOT COUNTERSUNK).
WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.
CONTRACTORS OPTION.
MARK SHEATHING PANEL EDGE
NAILING
TOP PLATE CONNECTION
I-JOIST RIM/BEAM
SW6
SW4
SW3
1/2" PLY or 7/16" OSB 8d AT 6"oc
8d AT 4"oc
8d AT 3"oc
8d AT 2"oc
10d AT 6"oc
10d AT 4"oc
(2)ROWS 10d AT 4"oc
MPA1 AT 30"oc
MPA1 AT 18"oc
MPA1 AT 16"oc
MPA1 AT 12"oc
(2)ROWS 10d AT 6"oc
SW2
1/2" PLY or 7/16" OSB
1/2" PLY or 7/16" OSB
1/2" PLY or 7/16" OSB
AT WOOD AT CONCRETE
BASE PLATE CONNECTION
12d AT 6"oc
12d AT 4"oc
(2)ROWS 12d AT 6"oc
5/8"Ø AB AT 48"oc
5/8"Ø AB AT 42"oc
5/8"Ø AB AT 36"oc
(2)ROWS 12d AT 4"oc 5/8"Ø AB AT 24"oc
DETAIL A
EDGE NAILING
OVER EA STUD
10d NAILING
PLAN VIEW AT ABUTTING PANEL
EDGES PER FOOTNOTE 4
PER SCHEDULE
SHEATHING EDGE
AT ADJOINING PANEL EDGES.
1 2 3 5 6 7
8
4
4
1
2
3
4
5
6
7
8
3 DRAG TRUSSES ARE NOT REQUIRED
DIRECTLY ABOVE SHEARWALL, UNO
ABOVE HEADER
SINGLE TOP PLATE
(2)(2)SW4SW4
GL 3-1/2 x 10-1/2
#308 (2)(2)(2)(2)S2.3
SCALE - 1/4" = 1'-0"
FRAMING PLAN
ROOF CCOPYRIGHT 2018 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: johntPlotted Date: Sep 25, 2019 - 4:14pmSEATTLE III - 51-40-01.02 N PLANALU - 47 122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038
PROJECT MANAGER
DRAWN
DESCRIPTION
PERMIT SET 9.16.19
DATE
PROJECT NO 0135.2018.08.0005
TMH
ENGINEER
RAF
ARCH
PERMIT CORRECTIONS 9.25.191
REV
MAINVUE HOMES
425.646.4022
RUSS FOISY
206.623.2799
RUSSF@MALSAM-TSANG.COM
A
43968
TC.IVN SA
N
GEFO NII
E
SS NOA L GNE EE
O
RPRTASET
RESIGT DE
HSFWA
IN
GTONR1
1
432
8
12
765
109 11
SINGLE CURTAIN
CROSS WALL
HORIZ REINF
MATCH CROSS WALL
CORNER BARS TO
CORNER BARS TO
MATCH HORIZ REINF
TYP CORNER BARS:2424ADDITIONAL VERT BARS
TYP CORNER BARS AT CONCRETE WALLS AND FTGS
TYPICAL STEPPED FOOTINGD3'-0" MAX3'-0" MIND
DDNORMAL FOOTING
REINFORCING
ADD BARS TO
MATCH NORMAL
REINFORCING
LINE OF EXCAVATION
REINFORCING
NORMAL FOOTING
CONCRETE WALL
ADD (2)#4 DIAGONAL
IN WALL
2'-0" MIN EXCAVATION NOT
ALLOWED BELOW
THIS LINE
1
1
PIPE AND TRENCH LOCATIONS4"6"3'-0" MAX1'-6"
MIN
PIPE SLEEVES
AS REQD3-1/2" CLR MINDO NOT PASS PIPESTHRU THIS AREAWHERE OCCURS
CORNER OF FOUNDATION
MIN 2 STUDS (MIN (3)STUDS
WHERE CORNER OCCURS)
(24)16d SINKERS
HOLDOWN PER PLAN
JUST PRIOR TO COVERING
FRAMING CONT
WHERE OCCURS
PLAN MARK
STAD8(RJ)
HD POST
INSTALL OVER SHEATHING
PROVIDE PANEL EDGE
NAILING OVER ALL HOLDOWN
STUDS OR (2)ROWS AT POST HOLDOWN CAN BE
ATTACHED TO BEARING
(TRIMMER) STUDS
LEAVE STRAP UN-NAILED
NAIL MULTIPLE
HOLDOWN STUDS
w/ (2)10d AT 6"oc
STAD10(RJ)
STAD14(RJ)
NAILS
(28)16d SINKERS
(38)16d SINKERS
DBL STUD
CORNER CONDITION
EXTRA STUD AT
STAD HOLDOWN SCHEDULE
DBL STUD
DBL STUD
16d SINKERS = 0.148"Ø x 3-1/4"
MINIMUM SIZE OF POST UNO ON FRAMING PLANS
1 2
1
2
1 1/2" MIN
SHEARWALL PER PLAN
3"6"3"6"8"4'-0" MINSLAB ON GRADE
WHERE OCCURS
#4 AT 18"oc VERT
(2)#4 CONT TOPMIN
8'-0" MAX#4 AT 12"oc HORIZ
ALT HOOKS
3'-0" MAX SOIL HTDIFFERENCE(2)#4 CONT
BACKFILL TO
BE FULLY
COMPACTED
4"
UP TO 6'-0" STEMWALL
6"4"
UP TO 8'-0" STEMWALL
FOOTING DRAIN
MATERIAL
PROVIDE FREE-DRAINING
FLOOR FRAMING NOT SHOWN
REFER TO SHEET S3.1 FOR MUDSILL
AND AB REQUIREMENTS
GRADE
GRADE4'-0" MAX BACKFILL8"MIN8"CL STRAP RIM JOISTPT 2x SILL PLATE
(2)2x TOP PLATE
2
MAX 1
HOLDOWN IS SPECIFIED
SHEATHE AND NAIL
PONY WALL TO MATCH
HOLDOWN PER PLAN
CONCRETE STEPPED FOOTING
PER 8/S3.01'-6" MIN4'-0" MAXSHEARWALL ABOVE
PROVIDE RS16 x 3'-0"
GR
A
D
E
PROVIDE KST260 BETWEEN
WALL ABOVE WHERE FDN
BETWEEN PONY WALL AND
HD TO BE PLACED AT FLOOR
LEVEL AND PROVIDE ALL-THRD
AND THRD COUPLER AS REQD
3/S3.0
1'-6" MIN8"JOIST DIRECTION AND
SHEARWALL PER PLAN
SHEATHING PER PLAN
(4)8d EA BLOCK
HD STUDS AND POSTS
VERT GRAIN BLKG TO MATCH
PT 2x6 PLATE w/ AB
PER SHEARWALL SCHEDULE
(5/8"Ø AT 48"oc ELSEWHERE)
2x RIM JOIST OR
NAILING PER SHEARWALL
SCHEDULE
FOUNDATION PER 4/S3.1MINWHERE JOISTS ARE PARALLEL
PROVIDE 2x BLKG (MIN 12"L)
AT 48"oc
BEAM PER PLAN
KST260 BETWEEN PONY
WALL AND WALL ABOVE
WHEN FDN HD IS SPECIFIED
SHEATHE AND NAIL PONY WALL
TO MATCH SHEARWALL ABOVE
HOLDOWN PER PLAN
EACH JOIST OR BLOCK
(3)10d TOENAILS THRU
SCHEDULE
MPA1 PER SHEARWALL
PANEL EDGE NAILING
OVER HOLDOWN STUDS
TYPICAL PONY WALLSTYPICAL PONY WALLS
TYPICAL DEEP FTG
HD POSTAT STEMWALL AT FOOTING
(2)2x4 (2)2x65/8"Ø12-13/16"
16-13/16"5/8"Ø - STB20
5/8"Ø - STB16
ALL-THREAD
5/8"Ø - STB24
WASHEREMBEDAB
PHD2A
PHD5A
PHD4A
20-13/16"
5/8"Ø
5/8"Ø
9"
9"
EMBED
9"
4x WALL 6x WALL
(2)2x4
(2)2x4
PHD HOLDOWN SCHEDULE
(2)2x6
(2)2x6
A307 ALL-THREAD w/ PLATE WASHER PER SCHEDULE AND DOUBLE NUT BOTTOM
MINIMUM SIZE OF POST UNO ON FRAMING PLANS
PLAN
MARK
1-3/4"SQ x 1/2
1-3/4"SQ x 1/2
1-3/4"SQ x 1/2
ALL-THREAD
PER SCHEDULE
STB PER SCHEDULE
PLATE WASHER
PER SCHEDULE
2
1
WHERE OCCURS
STUDS OR (2)ROWS AT POST
w/ WS3 SCREWS FRAMING CONT
PROVIDE PANEL EDGE
NAILING OVER ALL HOLDOWN
ATTACHED TO BEARING
HOLDOWN CAN BE
(TRIMMER) STUDS
HOLDOWN STUDS
NAIL MULTIPLE
w/ (2)10d AT 6"oc
PHD HOLDOWN
HOLDOWN STUDS/POST
PER SCHEDULE
SHEARWALL PER PLAN
1 2
S3.0
SCALE - NTS
DETAILS
TYPICAL CONCRETECCOPYRIGHT 2018 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: johntPlotted Date: Sep 25, 2019 - 4:14pmSEATTLE III - 51-40-01.02 N PLANALU - 47 122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038
PROJECT MANAGER
DRAWN
DESCRIPTION
PERMIT SET 9.16.19
DATE
PROJECT NO 0135.2018.08.0005
TMH
ENGINEER
RAF
ARCH
PERMIT CORRECTIONS 9.25.191
REV
MAINVUE HOMES
425.646.4022
RUSS FOISY
206.623.2799
RUSSF@MALSAM-TSANG.COM
A
43968
TC.IVN SA
N
GEFO NII
E
SS NOA L GNE EE
O
RPRTASET
RESIGT DE
HSFWA
IN
GTONR
4321
8
12
765
109 11
3"6"3"
PT 2x6 PLATE w/ AB
PER SHEARWALL SCHEDULE
(5/8"Ø AT 48"oc ELSEWHERE)
SLAB ON GRADE PER PLAN
HOLDOWN PER PLAN
SLAB ON GRADE
WHERE OCCURS
1'-6" MIN6"8"5'-0" MAXMINSHEARWALL PER PLAN
PANEL EDGE NAILING
OVER HOLDOWN STUDS
2'-0"MAX(1)#4 TOP AND
BOT HORIZ AND
#4 AT 48"oc VERT3'-0" MAXALT STD HOOKS
3"6"3"1'-6" MIN6"8"5'-0" MAX3'-0"(1)#4 TOP AND
BOT HORIZ AND
#4 AT 48"oc VERT
3'-0" MAXALT STD HOOKS
JOIST DIRECTION AND
SLAB ON GRADE
WHERE OCCURS
SHEARWALL PER PLAN
PANEL EDGE NAILING
OVER HOLDOWN STUDS
SHEATHING PER PLAN
(4)8d EA BLOCK
EACH JOIST OR BLOCK
(3)10d TOENAILS THRU
HD STUDS AND POSTS
VERT GRAIN BLKG TO MATCH
PT 2x6 PLATE w/ AB
PER SHEARWALL SCHEDULE
(5/8"Ø AT 48"oc ELSEWHERE)
WHERE JOISTS ARE PARALLEL
PROVIDE 2x BLKG (MIN 12"L)
AT 48"ocCONTSHEATHINGSHEARWALL ABOVE
EDGE NAILING OF
HOLDOWN PER PLAN
NAILING PER SHEARWALL
2x RIM JOIST OR
SCHEDULE
BEAM PER PLAN
MINMAXCL POST AND FTG
PT POST PER PLAN
10"SQ PLINTH REINF w/
(4)#4 x VERT
1'-6" MIN8"5'-0" MAXMINPOST BASE PER PLAN
w/ 5/8"Ø x 8" AB
FOOTING PER PLAN 10"1'-0"8"JOIST DIRECTION AND
SHEARWALL PER PLAN
PANEL EDGE NAILING
OVER HOLDOWN STUDS
SHEATHING PER PLAN
(4)8d EA BLOCK
EACH JOIST OR BLOCK
(3)10d TOENAILS THRU
HD STUDS AND POSTS
VERT GRAIN BLKG TO MATCH
PT 2x6 PLATE w/ AB
PER SHEARWALL SCHEDULE
(5/8"Ø AT 48"oc ELSEWHERE)
WHERE JOISTS ARE PARALLEL
PROVIDE 2x BLKG
(MIN 12"L) AT 48"oc
HOLDOWN PER PLAN
NAILING PER SHEARWALL
JOIST, BLKG, OR
SCHEDULE
BEAM PER PLAN
MINMPA1 PER SHEARWALL
SCHEDULE
AT HOLDOWN AB
FOOTING 1'-2" DP x 1'-6"L
SHEATHE AND NAIL PONY WALL
TO MATCH WALL ABOVE
PROVIDE MATCHING
HOLDOWN POST
(2)CONT TOP AND BOT
AB PER HD SCHEDULE
w/ MATCHING ALL-THREAD
AND THRD COUPLER8"JOIST DIRECTION AND
SHEATHING PER PLAN
(3)10d TOENAILS
PT POST PER PLAN w/
HEADER/BEAM PER PLAN
8d AT 6"oc INTO
(3)10d TOENAILS
2x BLOCKING
MINMP34 w/ POWDER
ACTUATED ANCHOR
1'-6" MIN1'-0" MINOR STI-TZ
1x4 x 1'-6" EA SIDE w/ (8)10d
FTG PER PLAN
(2)LAYERS OF BLDG PAPER
BETWEEN POST AND CONC
EA BLOCK
THRU EACH JOIST
3"6"3"1'-6" MIN6"8"5'-0" MAX3'-0"(1)#4 TOP AND
BOT HORIZ AND
#4 AT 48"oc VERT
3'-0" MAXALT STD HOOKS
JOIST DIRECTION AND
SLAB ON GRADE
WHERE OCCURS
SHEARWALL PER PLAN
SHEATHING PER PLAN
PT 2x6 PLATE w/ AB
PER SHEARWALL SCHEDULE
(5/8"Ø AT 48"oc ELSEWHERE)
(2)LAYERS OF BLDG PAPER
OR (1)LAYER OF 'VICOR' SNUG
FIT BETWEEN JOISTS AND WALL
HOLDOWN PER PLAN
NAILING PER SHEARWALL
SCHEDULE
MINMAXTOP FLANGE HANGER
HL OR SW SERIES
PANEL EDGE NAILING
OVER HOLDOWN STUDS
3"6"3"
SLAB ON GRADE PER PLAN
(2)LAYERS OF BLDG PAPER
1'-6" MIN6"8"5'-0" MAXMIN3'-0"MAX(1)#4 TOP AND
BOT HORIZ AND
#4 AT 48"oc VERT3'-0" MAXALT STD HOOKS
POST PER PLAN
WALL THICKNESS PER PLAN
14" MIN AT POST
(2)TLD5 EA POST w/
1/2"Ø x 5" EXP AB -
5" MIN EDGE DISTANCE
PROVIDE PAU w/ 5/8"Ø x 8" AB
WHERE NOTED ON PLAN
POST PER PLAN
PLAN VIEW
AT CORNER MID WALL
TDL5 - TYP
DECK JOISTS PERPENDICULAR TO RIM2"2"PT 2x LEDGER w/
SCREWS PER PLAN
DECK JOISTS PARALLEL TO RIM
PT 2x LEDGER w/
(2)10d AT 16"oc
PT DECK JOISTS PER PLAN
5/4" x 4" CEDAR DECKING
PT DECK JOISTS PER PLAN
LUS SERIES HANGER
OR EQUAL
5/4" x 4" CEDAR DECKING
OR EQUAL
EQ
EQ
THIRD SCREW
WHERE OCCURS
S3.1
SCALE - NTS
CONCRETE DETAILSCCOPYRIGHT 2018 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: johntPlotted Date: Sep 25, 2019 - 4:14pmSEATTLE III - 51-40-01.02 N PLANALU - 47 122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038
PROJECT MANAGER
DRAWN
DESCRIPTION
PERMIT SET 9.16.19
DATE
PROJECT NO 0135.2018.08.0005
TMH
ENGINEER
RAF
ARCH
PERMIT CORRECTIONS 9.25.191
REV
MAINVUE HOMES
425.646.4022
RUSS FOISY
206.623.2799
RUSSF@MALSAM-TSANG.COM
A
43968
TC.IVN SA
N
GEFO NII
E
SS NOA L GNE EE
O
RPRTASET
RESIGT DE
HSFWA
IN
GTONR
421
8
12
765
10 11
I-JOIST BLKG
JOIST/BLOCK
PANEL EDGE NAILING
SHEATHING PANEL JOINT
BETWEEN JOISTS
BEARING WALL NON-BEARING WALL
TYPICAL SHEARWALL CONSTRUCTION
(2)10d EACH
TOP PLATE CONNECTION
PER SHEARWALL SCHEDULE
I-JOISTS
I-JOIST BLKG
w/ PANEL EDGE NAILING
2x4 BLOCKING
BETWEEN STUDS
PANEL EDGE NAILING
BOTTOM PLATE
CONNECTION
(MIN 12"L) AT 48"oc
PER PLAN
(4)8d INTO
EA BLOCK
SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, NOT OTHERWISE NOTED
NOTE:
OF SHEARWALL BELOW
PANEL EDGE NAILING
10d NAILING PER SHEARWALL
10d NAILING PER SHEARWALL
PANEL EDGE NAILING PER
TYPICAL SHEARWALL INTERSECTIONS
SCHEDULE OF HIGHER CAPACITY
SHEARWALL or 10d AT 12"oc AT
SHEARWALL PER PLAN
SHEARWALL SCHEDULE
SCHEDULE
NON-SHEARWALLS
SCALE: 1-1/2" = 1'-0"
SHEARWALL PER PLAN
SHEARWALL PER PLAN
SHEARWALL PER PLAN
SHEARWALL PER PLAN
1
1
1
3
32
1
3
2
1
2
1
1
TYPICAL FLUSH AND DROPPED BEAM
PER PLAN
THF SERIES HANGER
BEAM PER PLAN
JOISTS AND SHEATHING
8d AT 6"oc
PER PLAN
(2)10d THRU EACH JOIST
BEAM PER PLAN
JOISTS AND SHEATHING
8d AT 6"oc INTO I-JOIST BLKG
(3)10d EACH BLOCK
TYPICAL STUDS
HEADER OR BEAM PER PLAN
PROVIDE (2)BEARING 'TRIMMER'
(6)10d INTO HEADER
MPA1 AT TOP AND BOTTOM
DOUBLE TOP PLATE
STUDS AT ENDS OF ALL HEADERS
OR BEAMS OVER 6'-0" IN LENGTH
HEADER TO BE
TIGHT AGAINST
EXT SHEATHING
AT EXTERIOR WALLS ONLY
ADDITIONAL BEARING 'TRIMMER'
STUDS WHERE SPECIFIED ON PLAN
OMIT AT OPENINGS < 6'-0"
WHERE OPENING > 8'-0"
LOCATE DIRECTLY OVER OPENING
DOUBLE SILL PLATES WHERE
OPENING > 8'-0"
DOUBLE KING STUD
WHERE OPENING > 8'-0"
BOTTOM PLATE
BOTTOM CHORD SPLICE
10d AT 12"oc STAGGERED
ELSEWHERE
TOP CHORD SPLICE
AT EACH SIDE OF SPLICE
(12)10d AT 4"oc STAGGERED
4'-0" MIN BETWEEN SPLICES
SPLICE TO OCCUR AT C
OF VERT STUD TYPICAL
TYPICAL TOP PLATE SPLICE
L
AT SHEARWALLS
NOTE:
1. NAILING AT TOP PLATE SPLICES MAY BE ELIMINATED w/ RS16 x 30"
2. WHERE VERTICAL PENETRATIONS THRU PLATE EXCEED 1" FOR A
WALL OR 3" FOR A 6x WALL - PROVIDE RS16 x 30" AT TOP PLATE
3. MINIMUM EDGE DISTANCE FOR VERTICAL PENETRATIONS THRU
TOP PLATE IS 1-1/4"
TYPICAL RS16 HOLDOWN
RS HOLDOWN PER PLAN
w/ (16)8d EA END OF STRAP
FULL WIDTH VERT GRAIN
REFER TO PLAN FOR
LOCATIONS WHERE
WALL CONTINUES
JOIST DIRECTION
PER PLAN 2x BLKG TO MATCH
HOLDOWN STUDS
1'-2" MIN1'-2" MINHEADER/BEAM PER PLAN
BEARING (TRIMMER) STUD
BELOW HEADER/BEAM
LEAVE HOLDOWN
UN-NAILED UNTIL JUST
PRIOR TO COVERING
SHEARWALL PER PLAN
HOLDOWN CAN BE
ATTACHED TO BEARING
'TRIMMER' STUD
INSTALLED OVER SHEATHING
NAIL MULTIPLE
HOLDOWN STUDS
w/ (2)10d AT 6"oc
SHEATHING PER PLAN 1'-2" MINPRE-MFR TRUSSES AND
(SIZE AND CONN PER ARCH)
CLG SHTG WHERE OCCURS
SHEATHING PER PLAN
DO NOT CONNECT TO FRMG
WITHIN 16" OF WALL PLATE
CONNECT TO WALL PLATE
w/ DC1 CLIPS AT 16"oc
1'-4" MIN
2'-0" MAXw/ (2)10d EA END
2x BLKG AT 48"oc
NON-BEARING WALL
PER ARCH
1'-4" MIN
2'-0" MAX
NAIL MID-HEIGHT OF SLOT
TR1 CLIP AT 48"oc
EQ EQ EQ EQ3/4"GAP3/4"GAPPERPENDICULARPARALLEL
TYPICAL NON-STRUCTURAL WALL TO ROOF TRUSSES
TYPICAL HEADER SUPPORT
TWO STUDS MINIMUM OR POST PER PLAN ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END
ALL EXTERIOR WALLS SHALL BE SW6, UNLESS NOTED OTHERWISE.
MP4F's INSTALLED OVER SHEATHING WITH 8d (0.131"Ø x 2-1/2") NAILS MAY BE SUBSTITUTED FOR MPA1's AT
3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d NAILING ARE REQD AT ABUTTING PANEL EDGES WHERE
EMBED ANCHOR BOLTS AT LEAST 7". ALL BOLTS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. THE PLATE
BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc.
8d NAILS SHALL BE 0.131"Ø x 2-1/2", 10d NAILS SHALL BE 0.131"Ø x 3", AND 12d NAILS SHALL BE 0.131"Ø x 3-1/4".
SHEARWALL SCHEDULE
PANEL EDGE NAIL SPACING IS 3"oc OR LESS. REFER TO DETAIL A. WHERE 3x STUDS ARE USED, STAGGER NAILS
STUDS SHALL RECEIVE PANEL EDGE NAILING.
NAILS SHALL NOT BE SPACED LESS THAN 3/8" FROM EDGES OF SHEATHING. SHEATHING NAILS SHALL BE
DRIVEN SO THEIR HEADS ARE FLUSH WITH SHEATHING (NOT COUNTERSUNK).
WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.
CONTRACTORS OPTION.
MARK SHEATHING PANEL EDGE
NAILING
TOP PLATE CONNECTION
I-JOIST RIM/BEAM
SW6
SW4
SW3
1/2" PLY or 7/16" OSB 8d AT 6"oc
8d AT 4"oc
8d AT 3"oc
8d AT 2"oc
10d AT 6"oc
10d AT 4"oc
(2)ROWS 10d AT 4"oc
MPA1 AT 30"oc
MPA1 AT 18"oc
MPA1 AT 16"oc
MPA1 AT 12"oc
(2)ROWS 10d AT 6"oc
SW2
1/2" PLY or 7/16" OSB
1/2" PLY or 7/16" OSB
1/2" PLY or 7/16" OSB
AT WOOD AT CONCRETE
BASE PLATE CONNECTION
12d AT 6"oc
12d AT 4"oc
(2)ROWS 12d AT 6"oc
5/8"Ø AB AT 48"oc
5/8"Ø AB AT 42"oc
5/8"Ø AB AT 36"oc
(2)ROWS 12d AT 4"oc 5/8"Ø AB AT 24"oc
DETAIL A
EDGE NAILING
OVER EA STUD
10d NAILING
PLAN VIEW AT ABUTTING PANEL
EDGES PER FOOTNOTE 4
PER SCHEDULE
SHEATHING EDGE
AT ADJOINING PANEL EDGES.
1 2 3 5 6 7
8
4
4
1
2
3
4
5
6
7
8
S4.0
SCALE - NTS
FRAMING DETAILS
TYPICAL WOOD CCOPYRIGHT 2018 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: johntPlotted Date: Sep 25, 2019 - 4:14pmSEATTLE III - 51-40-01.02 N PLANALU - 47 122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038
PROJECT MANAGER
DRAWN
DESCRIPTION
PERMIT SET 9.16.19
DATE
PROJECT NO 0135.2018.08.0005
TMH
ENGINEER
RAF
ARCH
PERMIT CORRECTIONS 9.25.191
REV
MAINVUE HOMES
425.646.4022
RUSS FOISY
206.623.2799
RUSSF@MALSAM-TSANG.COM
A
43968
TC.IVN SA
N
GEFO NII
E
SS NOA L GNE EE
O
RPRTASET
RESIGT DE
HSFWA
IN
GTONR
4321
8
12
765
109 11
(4)8d INTO EACH BLOCK
JOIST DIRECTION AND
SHEATHING PER PLAN
HEADER/BEAM PER PLAN
(MIN 12"L) AT 48"oc
JOIST OR BLOCK
(2)10d THRU EA
PROVIDE I-JOIST BLKG
WHERE JOISTS ARE PARALLEL
1-1/4" LSL RIM JOIST
12d AT 8"oc
LEAVE (1)END UN-NAILED
UNTIL PRIOR TO COVERING
SHEARWALL PER PLAN
OR BEAM PER PLAN
HOLDOWN STUDS AND POSTS
VERT GRAIN BLKG TO MATCH
WRAP HEADER WHERE OCCURS
HOLDOWN PER PLAN
EDGE NAILING OF
SHEARWALL ABOVE
EDGE NAILING OF SHEARWALL BELOW2'-0" MINPANEL EDGE NAILING
OVER ALL HOLDOWN STUDS
SHEATHINGCONTSHEATHING EDGE
SHEARWALL SCHEDULE
NAILING PER
10d PER SHEARWALL BELOW
12d AT 8"oc
2'-0" MINPANEL EDGE NAILING
OVER ALL HOLDOWN STUDS
SHEATHINGCONTSHEATHING EDGE
EDGE NAILING OF
SHEARWALL ABOVE 1'-2" MINRS HOLDOWN PER PLAN
w/ (16)8d EACH END OF STRAP
INTO HOLDOWN STUDS AND
BEAM BELOW
(4)8d INTO EACH BLOCK
BEAM PER PLAN
SHEARWALL PER PLAN
JOISTS AND SHEATHING
PER PLAN
I-JOIST BLKG (MIN12"L)
AT 48"oc
SHEARWALL SCHEDULE
NAILING PER
12d AT 8"oc
2'-0" MINPANEL EDGE NAILING
OVER ALL HOLDOWN STUDS
CONTSHEATHING EDGE
EDGE NAILING OF
SHEARWALL ABOVE 1'-2" MINRS HOLDOWN PER PLAN
w/ (16)8d EACH END OF STRAP
INTO HOLDOWN STUDS AND
BEAM BELOW
(4)8d INTO EACH BLOCK
1-1/4" LSL RIM JOIST
SHEARWALL PER PLAN
HEADER/BEAM PER PLAN
(MIN 12"L) AT 48"oc
JOIST OR BLOCK
(2)10d THRU EA
PROVIDE I-JOIST BLKG
WHERE JOISTS ARE PARALLEL
MPA1 AT 30"oc
SHEATHINGJOIST DIRECTION AND
SHEATHING PER PLANSHEARWALL SCHEDULE
NAILING PER
(4)8d INTO EACH BLOCK
HEADER/BEAM PER PLAN
(MIN 12"L) AT 48"oc
JOIST OR BLOCK
(2)10d THRU EA
PROVIDE I-JOIST BLKG
WHERE JOISTS ARE PARALLEL
NAILING PER
SHEARWALL PER PLAN
SHEATHING CAN BE PLACED
ON EITHER SIDE OF WALL
I-JOIST OR BLKG
PER PLAN FOR
SHEARWALL BELOW
10d AT 4"oc
(BOTH SIDES WHERE OCCURS)
JOIST DIRECTION AND
SHEATHING PER PLAN
8d AT 4"oc
ENTIRE LENGTH OF WALL
(4)8d INTO EACH BLOCK
JOIST DIRECTION AND
SHEATHING PER PLAN
HEADER/BEAM PER PLAN
(MIN 12"L) AT 48"oc
JOIST OR BLOCK
(2)10d THRU EA
PROVIDE I-JOIST BLKG
WHERE JOISTS ARE PARALLEL
1-1/4" LSL RIM JOIST
LEAVE (1)END UN-NAILED
UNTIL PRIOR TO COVERING
OR BEAM PER PLAN
HOLDOWN STUDS AND POSTS
VERT GRAIN BLKG TO MATCH
PER SHEARWALL BELOW
2x BLKG OR NAILER w/ 10dHOLDOWN PER PLAN
PANEL EDGE NAILING
OVER ALL HOLDOWN STUDS
10d PER SHEARWALL BELOW
SHEARWALL SCHEDULE
NAILING PER
SHEARWALL PER PLAN
12d AT 8"oc
PANEL EDGE NAILING
OVER ALL HOLDOWN STUDS
EDGE NAILING OF
SHEARWALL ABOVE 1'-2" MINRS HOLDOWN PER PLAN
w/ (16)8d EACH END OF STRAP
INTO HOLDOWN STUDS AND
BEAM BELOW
THF SERIES HANGER
BEAM PER PLAN
SHEARWALL PER PLAN
JOISTS AND SHEATHING
PER PLANSHEARWALL SCHEDULE
NAILING PER 2'-0" MINSHEATHINGCONTSHEATHING EDGE
12d AT 8"oc
2'-0" MINPANEL EDGE NAILING
OVER ALL HOLDOWN STUDS
SHEATHINGCONTSHEATHING EDGE
EDGE NAILING OF
SHEARWALL ABOVE 1'-2" MINRS HOLDOWN PER PLAN
w/ (16)8d EACH END OF STRAP
INTO HOLDOWN STUDS AND
BEAM BELOW
2x4 BLKG w/ 10d AT 6"oc
BOTTOM FLUSH
SHEARWALL PER PLAN
JOISTS AND SHEATHING
PER PLAN
BEAM PER PLAN
8d AT 6"oc
THF SERIES HANGER
SHEARWALL SCHEDULE
NAILING PER
(4)8d INTO EACH BLOCK
JOISTS AND SHEATHING
PER PLAN
AT 48"oc
I-JOIST BLKG (MIN12"L)
I-JOIST OR BEAM
PER PLAN
SHEARWALL PER PLAN
SCHEDULE
NAILING PER SHEARWALL
1'-2" MINPANEL EDGE NAILING
OVER ALL HOLDOWN STUDS
SHEARWALL PER PLAN
(4)8d INTO EACH BLOCK
JOISTS AND SHEATHING
PER PLAN
SIDE OF STRAP
AT 48"oc AND EACH
I-JOIST BLKG (MIN12"L)RS HOLDOWN PER PLAN
w/ (16)8d EACH END OF STRAP
INTO HOLDOWN STUDS AND
BEAM BELOW
BEAM PER PLAN
SCHEDULE
NAILING PER SHEARWALL
S4.1
SCALE - NTS
DETAILS
WOOD FRAMINGCCOPYRIGHT 2018 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: johntPlotted Date: Sep 25, 2019 - 4:14pmSEATTLE III - 51-40-01.02 N PLANALU - 47 122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038
PROJECT MANAGER
DRAWN
DESCRIPTION
PERMIT SET 9.16.19
DATE
PROJECT NO 0135.2018.08.0005
TMH
ENGINEER
RAF
ARCH
PERMIT CORRECTIONS 9.25.191
REV
MAINVUE HOMES
425.646.4022
RUSS FOISY
206.623.2799
RUSSF@MALSAM-TSANG.COM
A
43968
TC.IVN SA
N
GEFO NII
E
SS NOA L GNE EE
O
RPRTASET
RESIGT DE
HSFWA
IN
GTONR
4321
8
12
765
109 11
FULL DEPTH 2x BLKG
DRILL TO VENT AS REQD
w/ 8d AT 6"oc
FASCIA PER ARCH
SHEARWALL PER PLAN
FASTENMASTER TIMBERLOK
(1)AT EACH OUTSIDE PLY
OF MULTIPLE TRUSSES
TLOK06 SCREWS EACH TRUSS
HEADER/BEAM PER PLAN
PER ARCH
22-1/2°
SHEATHING PER PLAN
PRE-MFR TRUSSES AND
10d AT 8"oc
PER ARCH 3"POST AND POST CAP
PER PLAN
SHEATHING TO BE CONT
SHEATHE AND NAIL PER SW6
FASCIA PER ARCH
22-1/2°
FASTENMASTER TIMBERLOK
(1)AT EACH OUTSIDE PLY
OF MULTIPLE TRUSSES
TLOK06 SCREWS EACH TRUSS
HEADER/BEAM PER PLAN
2x4 BLKG w/ 10d AT 6"oc
SHEATHING PER PLAN
PRE-MFR TRUSSES AND
FULL DEPTH 2x BLKG
DRILL TO VENT AS REQD
w/ 8d AT 6"oc
10d PER SHEARWALL
SCHEDULE
TO TRANSFER LOAD PER PLAN
LATERALLY BETWEEN TOP AND
BOT CHORD FOR ENTIRE
LENGTH OF TRUSS
TRUSS TO BE DESIGNED
SHEARWALL PER PLAN
SHEATHING PER PLAN
PRE-MFR TRUSSES AND
PANEL EDGE NAILING OF
SHEARWALL BELOW
2x NAILER w/ 10d PER
SHEARWALL SCHEDULE
7/16" OSB/PLYWOOD OVER WALL
FOR ENTIRE LENGTH OF WALL
TO TRANSFER LOAD PER PLAN
LATERALLY BETWEEN TOP AND
BOT CHORD FOR ENTIRE
LENGTH OF TRUSS
TRUSS TO BE DESIGNED
SHEARWALL PER PLAN
SHEATHING PER PLAN
PRE-MFR TRUSSES AND
PANEL EDGE NAILING OF
SHEARWALL BELOW
PANEL EDGE NAILING PER
SHEARWALL SCHEDULE
2x NAILER w/ 10d PANEL
EDGE NAILING PER
SHEARWALL BELOW
2x4 LEDGER w/
10d AT 6"oc
2x4 BLOCKING EA SIDE
SHEATHING PER PLAN
PRE-MFR TRUSSES AND
(2)10d TOENAILS EA TRUSS
(2)10d AT 8"oc
8d AT 6"oc
S4.2
SCALE - NTS
DETAILS
WOOD FRAMINGCCOPYRIGHT 2018 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVEDPlotted by: johntPlotted Date: Sep 25, 2019 - 4:14pmSEATTLE III - 51-40-01.02 N PLANALU - 47 122 S JACKSON ST - SUITE 210 MALSAMTSANGSTRUCTURALENGINEERINGSEATTLE, WA 98104 - 206.789.6038
PROJECT MANAGER
DRAWN
DESCRIPTION
PERMIT SET 9.16.19
DATE
PROJECT NO 0135.2018.08.0005
TMH
ENGINEER
RAF
ARCH
PERMIT CORRECTIONS 9.25.191
REV
MAINVUE HOMES
425.646.4022
RUSS FOISY
206.623.2799
RUSSF@MALSAM-TSANG.COM
A
43968
TC.IVN SA
N
GEFO NII
E
SS NOA L GNE EE
O
RPRTASET
RESIGT DE
HSFWA
IN
GTONR