|
CRITERIA
<br />1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2018 INTERNATIONAL
<br />BUILDING CODE AS AMENDED BY LOCAL JURISDICTION.
<br />DESIGN LOAD CRITERIA
<br />FLOOR LIVE 40PSF
<br />2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF
<br />EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUSTBE VERIFIED.
<br />3. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN
<br />COMPLETED IN ACCORDANCE WITH THE PLANS.
<br />4. CONTRACTOR SHALL RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO
<br />PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/ OR DIRECT RESPONSIBILITY
<br />FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/ OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE
<br />STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER,
<br />CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE
<br />5. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION,
<br />CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFATE THIS REQUIREMENT.
<br />6. DRAWING INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTIONS. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR
<br />CHARACTER TO DETAIL SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND
<br />ENGINEER,
<br />WOOD
<br />7. FRAMING PLUMBING SHALL BE KILN DRIED OR NC-19, AND GRADED AND MARKED INCONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEB
<br />COAST LUMBER NO17, FURNISH TO THE FOLLOWING MINIMUM STANDARDS;
<br />JOISTS AND BEAM: (2X&3X MEMBERS) HEM -FIR no.2 MINIMUM BASE VALUE, Fb=850 PSI
<br />(4X MEMBWERS) DOUGLAS FIR -LARCH No.1 MINIMUM BASE VALUE, Fb=1000PSI
<br />POST: (4X MEMBERS) DOUGLAS FIR -LARCH No.2 MINIMUM BASE VALUE, Fc=1350 PSI
<br />STUDS, PLATES & MISC. FRAMING: DOUGLAS -FIR-LARCH OR HEM -FIR No.2
<br />ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT
<br />IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE
<br />8. UNLESS NOTIFIED OTHERWISE, PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD, PRESSURE WOOD FOR ABOVE GSOURD USE SHALL
<br />BE TREATED TO A RATION OF 0.25 PCF, WOOD IN CONTINUOS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREADED TO A RETENTION OF 0.40 PCF.
<br />WOOD FOR USE IN PERMANENT FOUNDATION SHALL BE TREATED TO REITERATION OF 0.60 PCF. SODIUM BORATE (S8X) TREATED WOOD SHALL NOT BE
<br />USED WHERE EXPOSED TO WHETHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, CBA-A, CA-B, OR SBX TREATED WOOD
<br />SHALL BE J185 OR A185 HOT DIPPED OR CONTINUOS- GALVANIZED PER ASTM A653 FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH
<br />ACZA TREATED WOOD SHALL BE TIED 304 OR 316 STAINLESS STEEL.
<br />9. PREFABRICATED PLYWOOD WEB JOISTS DESIGN SHOWN ON PLANS IS BASED ON JOIST MANUFACTURED BY WAREHOUSE COMPANY. ALTERNATE PLYWOOD
<br />WE JOIST MANUFACTURED MAYBE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS
<br />AND OTHER HARDWARE MAYBE SUBSTITUTE ITEM SHOW PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST
<br />HANGER OR OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOISTS PROVIDED.
<br />10, TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE: STRONG TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THERE CATALOG
<br />NUMBER C-2015. EQUIVALENT DEVIDES BY OTHER MANUFACTURER MAYBE SUBSTITUTED PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR
<br />GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED iN
<br />ACCORDANCE WITH THERE MANUFACTURER RECOMMENDATIONS.
<br />11. MANUFACTURED LUMBER, PSL.LVL, AND LSL SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RECOURSE BOARD. EACH
<br />PEACE SHALL BEAR A STAMP OR STAMPS NOTHING THE NAME AND PLANT NUMBER OF THE MANUFACTURED, THE GRADE THE NATIONAL RESOURCE
<br />BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL LVL AND LSL LUMBER SHALL BE MANUFACTURER IN ACCORDANCE WITH ICC-ES REPORT
<br />ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTN D2559 WITH ALL GRAIN PARALLEL
<br />WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
<br />12. WOOD FASTENERS:
<br />A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 8d LENGTH 2-1/2" DIAMETER 0.131"
<br />SIZE 16dBOX LENGTH 3-1/2" DIAMETER 0.135"
<br />13. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II , EXTERIOR GLUE IN CONFORMANCE WITH DOC PS1. ORIENTED STRAND
<br />BOARD OF EQUIVALENT THICKNESS. EXPOSURE RATING AND PANEL INDEX MAYBE USED IN LIEU OF PLYWOOD. FLOOR SHEATHING SHALL 3/4" NOMINAL"
<br />WITH SPAN RATING 48/24,
<br />WALL SHEATHING SHALL BE 1/2" "NOMINAL" WITH SPAN RATING 24/0.
<br />REEFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENT.
<br />14. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHER WITH SHOWN ON THE PLANS:
<br />A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONTRACTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE.
<br />MINIMUM NAILING , UNLESS OTHERWISE NOTED, SHALL CONFIRM TO IBC TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH
<br />MECHANICAL AND ARCHITECTURAL DRAWINGS.
<br />B. WALL FRAMING: ALL STUDS SHALL BE SPACED AT 16"O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT
<br />EACH SIDE OF ALL OPENINGS, AND AT BEAM AND OR HEADER LOCATION, TWO 2X8 HEADERS SHALL BE PROVIDED AT THE ALL OPENINGS NOT OTHERWISE
<br />NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOOR TO SUPPORT BELOW, PROVIDE CONTINUOS SOLID BLOCKING AT
<br />MID -HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE AND NAIL TOP PLATE
<br />TO EACH STUD AND 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH (2) 16d NAILS, FACE NAIL DOUBLE TOP PLATE WITH 16d
<br />@ 12"O.C. AND LAP MINIMUM 4'-0" @ JOINTS AND PROVIDE (8) 16d NAILED @ 4"O.C. EACH SIDE JOIST. ALL STUD WALL SHALL HAVE THERE LOWER
<br />WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH (2) ROW 16d NAILED @ 12"O.C. OR ATTACHED TO CONCRETE BELOW WITH 5/8"0 ANCHOR BOLT
<br />@ 4'-0" O.C. EMBEDDED 7 MINIMUM, UNLESS INDICATED OTHERWISE.INDIVIDUAL MEMBER OF BUILD-UP POST SHALL BE NAILED TO EACH OTHER WITH (2)
<br />ROWS OF 16d @ 12"O.C., UNLESS OTHERWISE NOTED. gypsum WALL BOARD SHALL BE FASTENED TO HE INTERIOR SURFACE ON ALL STUD AND PLATES
<br />WITH no 6X 1-1 /4". TYPE S OR W SCREWS @ 8"O.C. UNLESS INDICATED OTHERWISE 1 /2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL
<br />BE NAILED TO ALL EXTERIOR SURFACE 8d NAILS@6"O.C. AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK U-SUPPORTED EDGES) AND TO ALL
<br />INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12"O.C. ALLOW 1 /8" SPACING A
<br />@ ALL PANEL EDGES AND PANEL ENDS.
<br />C. WALL ANCHORAGE: EXPANSION BOLT INTO CONCRETE SHALL BE WEDGE OR ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND
<br />INSTALLED INSTRICT CONFORMANCE TOICC-ES REPORT NUMBER ESR-1396, INCLUDING MINIMUM EMBDED REQUIREMENT.
<br />D. FLOOR AND ROOF FRAMING:
<br />PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN
<br />FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH (2)16d NAIL.
<br />ATTACHED TIMBER JOISTS TO FLUSH HEADER OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL
<br />MULTI -JOIST BEAMS TOGETHER WITH (2) ROWS 16d @12"O.C..
<br />UNLESS OTHERWISE NOTED ON THE PLANS PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORT AND
<br />NAILED @ 6"O.C. WITH 8d NAILS TO FRAMER PANEL EDGES. STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND AT 12"O.C. TO INTERMEDIATE
<br />SUPPORT, PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTER BETWEEN JOIST /TRUSSES @ UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING
<br />EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OS
<br />FLOOR AND ROOF SHEATHING, TOENAIL BLOCKING TO SUPPORTS WITH16d@12"O.C. UNLESS OTHERWISE NOTED.
<br />PROPERTY PLAN. SCALE: N.T.S.
<br />NO ANY ADDITIONS TO EXISTING HOUSE. EXISTING
<br />STRUCTURAL COVERAGE IS SAME
<br />IMPERVIOUS AREAS NO CHANGES
<br />ZONING R-S
<br />D VZDJ
<br />ciryA�P!R!
<br />8zoz,
<br />Pefmir S��NRes T
<br />Additional Permits Are Required
<br />For This Project To Include:
<br />® Plumbing Q Sprinkler
<br />_._ Mechanical ® Fire Alarm
<br />Electrical
<br />Permit#:
<br />B2104-039
<br />Site Address:
<br />3219 52ND PL SW
<br />Owner:
<br />ELLIS MATTHEW & KRISTEN
<br />Tenant:
<br />[TenNamel
<br />App. Date:
<br />4/15/2021
<br />Proposed Use: RESIDENTIAL ALTERATIONS
<br />Description:
<br />BASEMENT ALTERATION WHICH INCLUDES
<br />CHANGING LAYOUT AND
<br />Reviewed By:
<br />Dater
<br />Office Set
<br />Job Site Set Fire/Planning Set
<br />VICINITY MAP
<br />aa�_ ra� U E
<br />MAY 1 1 2021
<br />CITY OF F RF TT
<br />Permit
<br />Services
<br />SHEET CONTENTS
<br />NAME
<br />COMMENT
<br />A01
<br />COVER SHEET
<br />A02
<br />EXISTING HOUSE FLOOR PLANS
<br />A03
<br />EXISTING HOUSE FLOOR PLANS
<br />A04
<br />PROPOSED BASEMENT PLAN
<br />A05
<br />MAIN FLOOR PLATFORM PLAN
<br />A06
<br />ROPOSED MAIN FLOOR PLAN
<br />A07
<br />PARTIAL SECTION A —A. DETAILS
<br />EXISTING HOUSE:
<br />MAIN FLOOR AREA
<br />1925sgF
<br />BASEMENT FLOOR AREA
<br />1344sgF
<br />E—LIVING AREA
<br />3269 sqF
<br />GARAGE
<br />800sgF
<br />COVERED PORCH
<br />92s F
<br />COVERED PATIO
<br />256sgF
<br />WOOD DECK
<br />240sgF
<br />PROJECT DESCRIPTION:
<br />PROJECT PERFORM WORK IN BASEMENT , INTERIOR BASEMENT
<br />ALTERATION. THE EXISTING ENRTANCE TO BASEMENT HAS
<br />BEEN REPLACED BY FLOOR AND MOVED TO THE SOUTH WALL
<br />ALONG GARAGE WALL AREA,
<br />LEGAL DESCRIPTION
<br />BRIDLE PARK BLK 002 D-00-LOT 6 BLK2
<br />OWNER: MATTHEW & KRISTEN ELLIS
<br />PROJECT ADDRESS: 3219 52ND PL SW
<br />EVERETT, WA 98203
<br />PARCEL# 00396700200600
<br />SECTION 03 TOWNSHIP 28 RANGE 04 QUATER NE
<br />0
<br />I-
<br />3�:0
<br />U <
<br />CIS N
<br />=>
<br />00
<br />W 0
<br />n10T)
<br />C-)�
<br />Q
<br />1 1 in --NI
<br />I--
<br />n,-
<br />W
<br />0
<br />0-, (�
<br />—1
<br />N
<br />WI,
<br />N
<br />W
<br />0
<br />N
<br />W
<br />0
<br />�
<br />W
<br />O
<br />0
<br />�
<br />Q
<br />0 ii
<br />li
<br />2020-82-IR
<br />A01
<br />
|