APPROVED BLD BLD2021-0143+Architectural_Plan+3.22.2021_12.32.29_PM+2104790PROJECT INFORMATION
OWNER NAME: US REIF FIRDALE VILLAGE WASHINGTON LLC
SITE ADDRESS: BRACKETT APARTMENTS
9501 244TH ST SW
EDMONDS, WA 98020
TAX ACCOUNT#: 27033600403800
ZONING: RM-1.5
LEGAL DISCRIPTION: SEC 36 TWP 27 RGE 03TH PTN SE1/4 SE1/4 DAF - BEG SE COR W1/2 E1/2
SD SUB TH N00*41 07E ALG THE E LN 30FT TO TPB TH N00*41 07E CONT ALG SD E LN
814.99FTTH N49*23 55W 173.54FTTH N70*12 04W 45.93FT TH S78*13 54W 80.55FT TH S38*39
35W 215.98FT TH S05*26 25E 238.26FT TH S22*28 46E 232.39FT TH S51 *20 25W 90.50FT
THS89*58 56W 53.69FT TH N07*07 30W 239.61 FT TH N56*46 13W 280.64FT TO SE COR PLAT FIR
MEADOWS NO 6 PER VOL 17 OF PLATS PG 79 TH N89*57 35W ALG S BDR SD FIR MEADOWS
NO 6 ADIST 331.71 FT TO W LN SD SE1/4 SE1/6 SEC 36 TH S00*15 02W ALG SD W LN A DIST
437.02FT TO N LN OF S 230FT OF SD SUB TH N89*58 56EALG SD N LN DIST 30OFT TO E LN OF
W 30OFT SD SUB TH S00*15 02W ALG SD E LN A DIST 20OFT TO N MGN 244TH ST SW TH N89*58
56E ALG SD N MGN DIST OF 690.28FT TPB AKA PAR 1 OFBLA 70-84 AF NO 8406060142 V 1847 P
0752 LESS TH PTN S 12FT SD PAR 1 TO SNO CO PER AF NO 8702260259 V 2034 P 0526 DAF -
BEG AT SE CORSD PAR 1 TH S89*58 56W ALG S LN & ALG N MGN 244TH ST SW DIST 193FT
TPB SD DESC TH N83*10 30W DIST 100.72FT TO N LN SD S 12FT TH S89*58 56W ALG N LN DIST
170FT THS83*08 22W DIST 100.72FT TO S LN SD PAR 1 TH N89*58 56E ALG SD S LN DIST 370FT
TPB TGW FDP: THE E1/2 W1/2 SE1/4 SE1/4 SEC 36EXC RDS TGW W1/2 W1/2 SE1/4 SE1/4 SEC 36
EXC TH PTN PLATTED AS FIR MEADOWS NO 6 VOL 17 OF PLATS PG 79 EXC BEG AT SW COR
SE1/4 SE1/4 TH N 30FT TPB TH ALG W LN SE1/4 SE1/4 DISTOF 20OFT TH E PLT S LN SD SEC 36
DIST 30OFT TH S 20OFT TH W 30OFT TPB & EXC CO RD ALG SD LN SE1/4 SE1/4 TGW W1/2 E1/2
SE1/4 SE1/4 SEC 36 & EXCCO RD ON S SIDE & EXC N 30FT CONVYD SNO CO AF 641188 & EXC
BEG AT SE COR SD W1/2 E1/2 SE1/4 SE1/4 TH N ALG THE E LN 30FT TPB TH N00*41 07E CONT
ALG SD E LN 814.99FT TH N49*23 55W173.54FT TH N79*12 04W 45.93FT TH S78*13 54W 80.55FT
TH S38*39 35W 215.98FT TH S05*26 25E 238.26FT TH S22*28 46E 232.39FT TH S51 *20
25W90.50FT TH S89*58 56W 53.69FT TH N07*07 30W 234.61 FT TH N56*46 13W 280.64FT TO SE
COR PLAT FIR MEADOWS NO 6 A DIST 331.71 FT TO W LN SD SE1/4 SE1/4 SEC 36 TH S00*15
02WALG SD W LN A DIST 437.02FT TO N LN OF S 230FT OF SD SUB TH N89*58 56E ALG SD N LN
DIST 30OFT TO E LN OF W 30OFT SD SUB TH S00*15 02W ALG SD ELN A DIST 20OFT TO N MGN
244TH ST SW TH N89*58 56E ALG SD N MGN DIST OF 690.28FT TPB AKA PAR 2 OF BLA 70-84 AF
NO 8406060142 V 1847 P 0752
LOT AREA: 22.5 ACRES
DRAWING INDEX
Al GENERAL NOTES, PROJECT DATA, DRAWING INDEX, & EXISTING FLOOR PLAN
A2 PROPOSED FLOOR PLAN
S100 STRUCTURAL NOTES
S200 FRAMING PLANS AND DETAILS
GENERAL NOTES
ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES INCLUDING THE 2015
INTERNATIONAL BUILDING CODE AS WELL AS THE 2015 WASHINGTON STATE ENERGY CODE
AS WELL AS THE CURRENT CITY OF EDMONDS CODE.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH DESIGN DRAWINGS FOR
BIDDING AND CONSTRUCTION. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A
SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE
USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT.
REFER TO DIMENSIONS AND NOTES FOR SIZES AND LOCATIONS; DO NOT SCALE DRAWINGS.
DIMENSIONS ARE TO FACE OF STUD OR MASONRY WALL AND CENTERLINE OF COLUMNS,
UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.
CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITNG TO THE PROJECT
DESIGNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN
ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
EXISTING BUILDING
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE
EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES FOR POSSIBLE REDESIGN.
SHORING AND BRACING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTUCTION AS
REQUIRED BEFORE ANY STRUCTURAL MEMBERS ARE REMOVED OR BEFORE ANY NEW LOADS
ARE ADDED UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING
STRUCTURE OR VEGETATION.
WHERE NEW CONCRETE OR REINFORCED MASONRY ABUT EXISTING CONCRETE OR
MASONRY, PROVIDE THREADED BARS INTO THREADED EXPANSION INSERTS TO MATCH AND
LAP HORIZONTAL REINFORCING UNLESS NOTED OTHERWISE ON DRAWINGS.
CONTRACTOR SHALL CHECK FOR ROT OR INSECT INFESTATION AT ALL WALLS, AREAS
SHOWING WATER STAINS, AND ALL WOOD MEMBERS. ALL ROT SHALL BE REMOVED AND
DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT.
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IThe alterations require accessibility upgrades for the building per WAC
i5l.50 (IEBC 410.7). On the plans, either a) clearly show that the interior
!upgrades
accessible route of travel complies with current code, or b) provide
per the previously referenced section. If you choose to use
lexception #1 of that section, provide a letter stamped and signed by the
-architect (reference the code exception), stating the overall project cost,
■
i20% of the project cost, and list the accessibility upgrades that will be
iupgrades
done as part of this permit as well as showing that the total cost of the
is at least 20%.
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EXISTING
MAINTENANGE
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I EXISTING
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RACQUETBALL COURT
(EXISTING)
BREAK ROOM
EXISTING STORAGE (EXISTING)
POOL (EXISTING)
EQUIPMENT
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NOMENS RESTROOM
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CLOSET
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BUSINESS GENTER
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LEGEND
EXISTING WALL TO REMAIN
NEW 2X6 WOOD STUD 9 16" O.G. WALLS WITH 1/2"
GYPSUM WALLBOARD ON INTERIOR SIDE, LEVEL FIVE
FINISH, PAINT COLOR PER OWNER
NEW 2X4 WOOD STUD (9 16" O.G. WALLS WITH 1/2" GYPSUM
WALLBOARD ON EAGH SIDE, LEVEL FIVE FINISH, PAINT
COLOR PER OWNER
1/4" = 1'-0"
I
PLAN NOTES
1.) ALL DIMENSIONS TO FACE OF FRAM I NCB.
2.) GG TO VERIFY LOCATION OF EXISTING
FRAMING AND HEADERS.
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Apr 05 2021
City Of Edmonds
Building Department
----------------------------
Work REMODEL
---------------------------------
-----------------------------------
Address 9501 244TH ST SW
------------------
Owner BRACKETT APARTMENTS
Approved Date 4/05/2021
Building Official W. W p
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Permit Number BLD2021-0143
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DESIGN LLC
3923 N 31 ST ST
TACOMA, WA 98407
Phone: (206) 661-3622
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REVISIONS
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3/18/2021
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BLD2021-0143
RESUB
Mar 22 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Date 12/16/2020
Scale 1/4" = I'-0"
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FRAMING AND HERDERS.
LEGEND
EXISTING WALL TO REMAIN
NEW 2X6 WOOD STUD o 16" O.G. WALLS WITH 1/2"
GYPSUM WALLBOARD ON INTERIOR SIDE, LE/EL FIVE
FINISH, PAINT COLOR PER OWNER
NEW 2X4 WOOD STUD o Irbil O.G. WALLS WITH 1/2" GYPSUM
WALLBOARD ON EACH SIDE, LE/EL FIVE FINISH, PAINT
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REVISIONS
BY
3/18/2021
JS
BLD2021-0143
RESUB
Mar 22 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Date 12/16/2020
Scale 1/4" = 1'-0"
Drawn JS
Job
Sheet
A2
STRUCTURAL NOTES
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GENERAL REQUIREMENTS
BUILDING CODE & REFERENCE STANDARDS: THE "INTERNATIONAL BUILDING CODE" (IBC), 2018 EDITION, AS ADOPTED AND MODIFIED BY THE CITY OF SEATTLE,
GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM
COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE
USED.
SCOPE OF STRUCTURAL WORK: STRUCTURAL DESIGN OF 3RD STORY ADDITION TO A WOOD FRAMED HOUSE AND ADDITIONAL BASEMENT AREA.
DEFINITIONS: THE FOLLOWING DEFINITIONS APPLY TO THESE GENERAL NOTES:
• "STRUCTURAL ENGINEER OF RECORD" (EOR) - THE STRUCTURAL ENGINEER WHO IS LEGALLY RESPONSIBLE FOR STAMPING & SIGNING THE STRUCTURAL
DOCUMENTS FOR THE PROJECT. THE FOR IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM.
• "SPECIALTY STRUCTURAL ENGINEER" (SSE) - A LICENSED PROFESSIONAL ENGINEER, NOT THE EOR, WHO PERFORMS SPECIALTY STRUCTURAL ENGINEERING
SERVICES NECESSARY TO COMPLETE THE STRUCTURE, WHO HAS EXPERIENCE AND TRAINING IN THE SPECIFIC SPECIALTY. THE GENERAL CONTRACTOR,
SUBCONTRACTOR, OR SUPPLIER WHO IS RESPONSIBLE FOR THE DESIGN, FABRICATION AND INSTALLATION OF SPECIALTY -ENGINEERED ELEMENTS SHALL
RETAIN THE SSE. SUBMITTALS SHALL BE STAMPED AND SIGNED BY THE SSE. DOCUMENTS STAMPED AND SIGNED BY THE SSE SHALL BE COMPLETED BY OR
UNDER THE DIRECT SUPERVISION OF THE SSE WITH A PE OR SE LICENSE ISSUED BY THE STATE OF WASHINGTON.
• "DEFERRED SUBMITTALS - DEFERRED SUBMITTAL IS ENGINEERING WORK TO BE DESIGNED -BY -OTHERS OR BIDDER -DESIGNED.
NOTE PRIORITIES: NOTES ON THE INDIVIDUAL DRAWINGS SHALL GOVERN OVER THESE GENERAL NOTES.
SPECIFICATIONS: REFER TO THESE NOTES, STRUCTURAL DRAWINGS, AND ARCHITECTURAL DRAWINGS WHICH SERVE AS SPECIFICATIONS FOR THIS PROJECT.
STRUCTURAL DETAILS: THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO
SHOW ALL DETAILS OF THE WORK.
ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR
AND WINDOW OPENINGS, NON -BEARING WALLS, CURTAIN WALLS, STAIRS, ELEVATORS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER
NONSTRUCTURAL ITEMS.
STRUCTURAL RESPONSIBILITIES: THE FOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED STATE.
CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS
SUCH AS OSHA AND WSHA. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE
TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETED. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY.
THE CONTRACTOR SHALL SUBMIT PLANS SHOWING THE LOCATION, WEIGHT, SIZE AND ANCHORAGE OF ALL HANGERS SUPPORTING ALL MECHANICAL, ELECTRICAL,
PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ALL ROOF -MOUNTED EQUIPMENT SHALL BE INCLUDED ON THESE PLANS AND SHALL SHOW THE
WEIGHTS, SIZES, MOUNTING/ATTACHMENT DETAILS, AND LOCATIONS. SUBMIT PLANS TO THE FOR FOR REVIEW PRIOR TO INSTALLATION.
DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND SPECIFICATIONS, AND/OR REFERENCE STANDARDS,
THE FOR SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE FOR BEFORE PROCEEDING WITH THE WORK.
ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE.
SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO FABRICATION AND/OR CONSTRUCTION. CONFLICTS
BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE FOR BEFORE PROCEEDING WITH THE WORK. ALL
UNDERGROUND UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING.
ADJACENT UTILITIES: THE CONTRACTOR SHALL DETERMINE THE LOCATIONS OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ANY UTILITY
INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT NECESSARILY COMPLETE.
DESIGN CRITERIA
CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS OR THE CAPACITY OF THE PARTIALLY COMPLETED
CONSTRUCTION.
SNOW LOAD:THE ROOF SNOW LOAD IS DETERMINED BY USING CHAPTER 7 OF ASCE 7-10 IN ACCORDANCE WITH IBC SECTION 1608 AND WITH THE FOLLOWING
FACTORS:
MINIMUM ROOF DESIGN LOAD 25 PSF WITHOUT DRIFT
GROUND SNOW LOAD, PG = 25 PSF
IMPORTANCE FACTOR, IS = 1.0
FLAT ROOF SNOW LOAD, PF = 25 PSF
THERMAL FACTOR, CT = 1.0
DEFLECTIONS:
ROOF TOTAL LOAD DEFLECTION LIMIT: L/24O
ROOF LIVE LOAD DEFLECTION LIMIT: L/36O
LIVE LOADS:
ROOF (LIVE) 20 PSF
ROOF (SNOW) 25 PSF
WOOD FRAMING
REFERENCE STANDARDS: CONFORM TO:
(1) IBC CHAPTER 23 "WOOD."
(2) NDS AND NDS SUPPLEMENT - "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION."
(3) ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION."
(4) BCSI 2013 "BUILDING COMPONENT SAFETY INFORMATION."
IDENTIFICATION: ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION
ISSUED BY THE CERTIFYING AGENCY.
MATERIALS:
GLUED LAMINATED TIMBER: CONFORM TO AITC 117 "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING
AND DESIGN" AND ANSI/AITC A190.1 "STRUCTURAL GLUED LAMINATED TIMBER." GLUED LAMINATED MEMBER BEAMS SHALL NOT BE CAMBERED, UNLESS SHOWN
OTHERWISE ON THE PLANS OR SPECIFICATIONS.
MEMBER USE SIZES SPECIES STRESS CLASS USES
BEAMS ALL DF/DF 24F-V4 ALL SPANS
NAILS AND STAPLES: CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES." UNLESS NOTED ON PLANS, NAIL PER IBC TABLE 2304.10.1. UNLESS NOTED OTHERWISE
ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
COMMON NAILS
SIZE
LENGTH
DIAMETER
8D
2-1/2"
0.131 "
1OD
3"
0.148"
16D
3-1/2"
0.162"
16D SINKER
3-1/4'
0.148"
NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.10.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS.
NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF
SHEATHING.
STANDARD LIGHT -FRAME CONSTRUCTION: UNLESS NOTED ON THE DRAWINGS, CONSTRUCTION SHALL CONFORM TO IBC SEC 2308 "CONVENTIONAL LIGHT -FRAME
CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION REQUIREMENTS."
(1) WALL FRAMING (UNLESS NOTED OTHERWISE ON PLANS AND DETAILS) ALL INTERIOR WALLS SHALL BE 2X4 @ 16"OC AND ALL EXTERIOR WALLS SHALL BE 2X6
16"OC. PROVIDE (2) BUNDLED STUDS MIN AT WALL ENDS AND EACH SIDE OF ALL OPENINGS. ALL SOLID SAWN LUMBER BEAMS AND HEADERS SHALL BE
SUPPORTED BY A MINIMUM OF (2) TRIM AND (1) KING STUD AND ALL GLULAM OR ENGINEERED WOOD BEAMS AND HEADERS BY (2) TRIM AND (2) KING
STUDS. PROVIDE MINIMUM (2) 2X8 HEADERS AT ALL INTERIOR AND EXTERIOR WALL OPENINGS. STITCH -NAIL BUNDLED STUDS WITH (2) 1OD @ 12"OC. PROVIDE
SOLID BLOCKING THRU FLOORS TO SUPPORTS BELOW FOR BEARING WALLS AND POSTS. ATTACH BOTTOM PLATES OF STUD WALLS TO WOOD FRAMING BELOW
WITH 16D @ 12"OC OR TO CONCRETE WITH 5/8"-DIA. ANCHOR BOLTS X 7" EMBEDMENT AT 48"OC. REFER TO SHEAR WALL SCHEDULE FOR SPECIFIC
SHEATHING, STUD, AND NAILING REQUIREMENTS AT SHEAR WALLS. PROVIDE GYPSUM SHEATHING ON INTERIOR SURFACES AND PLYWOOD SHEATHING ON EXTERIOR
SURFACES.
CLADDING COMPATIBILITY: THE ARCHITECT/OWNER SHALL REVIEW THE CLADDING AND INSULATION SYSTEMS PROPOSED FOR THE PROJECT WITH RESPECT TO THEIR
PERFORMANCE OVER WOOD STUDS WITH MOISTURE CONTENTS GREATER THAN 19%. EIFS SYSTEMS SHOULD BE AVOIDED ON WOOD -FRAMED PROJECTS DUE TO
PROBLEMS WITH MOISTURE -PROOFING.
PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" UNDER CERTAIN CONDITIONS IN ACCORDANCE WITH IBC SEC 2304.12
"PROTECTION AGAINST DECAY AND TERMITES." CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD -PRESERVERS ASSOCIATION (AWPA) FOR SAWN
LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES, AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY
ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK.
METAL CONNECTORS/PT WOOD: ALL METAL HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL TYPE 316L. AT
THE OWNER'S RISK AND DISCRETION, HOT -DIPPED GALVANIZED METAL HARDWARE AND FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU OF STAINLESS STEEL
PROVIDED THAT THE FINISH HAS A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ./SF AND ITS USE IS COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER
FOR THE EXPECTED ENVIRONMENT AND MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF THE WOOD.
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FULL SIZE
DATE: 03-22-2021
JOB NO: 20-142
SHEET: 1 OF 2
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SCALE: 1/4" = 1'-0"
PARTIAL ROOF FRAMING PLAN
LEGEND
DEMO WALL
® POST
IIKI POST BELOW
HANGER
PLAN NOTES
1. REFERENCE S100 SERIES FOR STRUCTURAL GENERAL NOTES, DRAWING LIST, ABBREVIATIONS,
SPECIAL INSPECTION TABLES, ETC.
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.
3. CONTRACTOR TO COORDINATE CURBS AND ELECTRICAL AND MECHANICAL FLOOR OPENINGS AND
PENETRATIONS WITH ARCHITECTURAL DRAWINGS.
4. ALL WOOD IN CONTACT WITH WEATHER, EXPOSED CONCRETE, OR WITHIN 6" OF FINISHED GRADE
SHALL BE PRESSURE —TREATED
5. USE HOT DIPPED GALVANIZED FASTENERS AND ZMAX HARDWARE AT CONNECTIONS TO
PRESSURE TREATED LUMBER.
6. AT ALL BEARING AND SHEAR WALLS, REFERENCE STUD GRADE, SIZES AND SPACING PER PLANS
AND GENERAL NOTES.
7. ALL METAL HARDWARE FOR EXTERIOR USE SHALL BE HOT DIP GALVANIZED OR STAINLESS
STEEL
8. TEMP SHORING PER CONTRACTOR
9. CONTRACTOR TO VERIFY ALL ASSUMED EXISTING CONDITIONS, CONTACT FOR IF CONDITIONS
OTHER THAN WHAT ARE ASSUMED IN THIS PLAN SET ARE FOUND.
10. NEW LUMBER SHALL BE HF # 2 UNLESS OTHERWISE NOTED.
DEMO STUD(')
(E) STUD TO REMAIN --
TRIM POST PER PLAN —
KING STUDS PER PLAN (2)
STITCH NAIL TO TRIM POST W/
16D @ 6" O.C.
A35 POST TO PLATE
(E) B/ PLATE
(E) ANCHORAGE
(2) 16D TOE NAIL STUD TO HEADER TYP
(3) 16D END NAILS KING
,,,—STUD TO HEADER TYP
HEADER PER PLAN
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2. KING S U BE ASTE �QOUBLIE TOP PLATE W/ A35
03. MULTIPLE OPENINGS AT "SIM"
1
DETAIL
SCALE: 3/4"=1 '-0"
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GROUND FLOOR
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MHK22320f1DRW BY:
EVE O M1 R ICES L2 E
SCALE: AS SHOWN
BAR = 1"
FULL SIZE
DATE: 03-22-2021
JOB NO: 20-142
SHEET: 2 OF 2
DWG NO:S200