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REV1 APPROVED BLD2022-0865+Architectural_Plan+4.10.2023_11.22.58_AM+3473187PROJECT NOTES PROJECT DESCRIPTION PROPOSED INTERIOR REMODEL: KITCHEN IN NEW LOCATION, TWO BATHROOMS TO BE REMODELED. FIXTURES TO BE UPDATED BUT REAMIN IN SAME LOCATIONS REGULATORY 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE FOLLOWING APPLICABLE CODES USED IN THE DESIGN: • 2018 INTERNATIONAL RESIDENTIAL CODE • 2018 INTERNATIONAL PLUMBING CODE AND STANDARDS • 2018 INTERNATIONAL MECHANICAL CODE • 2018 WA STATE ENERGY CODE • 2018 INTERNATIONAL FIRE CODE • EDMONDS MUNICIPAL CODE 2. A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL AND/OR MECHANICAL WORK AS APPLICABLE. 3. A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SITE DURING CONSTRUCTION. ARCHITECTURAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE BUILDING AND SITE. IN EVENT OF ANY DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS, OR BETWEEN CONTRACT DOCUMENTS THEMSELVES, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER PRIOR TO PROCEEDING WITH WORK. 2. DIMENSIONS TO FACE OF CONCRETE, FRAMING OR AS NOTED. 3. IN THE EVENT OF FIELD ERRORS OR OMISSIONS, THE GENERAL CONTRACTOR SHALL NOTIFY DESIGNER AND MAKE NO REPAIRS WITHOUT APPROVAL. 4. DO NOT SCALE CONTRACT DOCUMENTS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, ITS COMPONENT EQUIPMENT, AND PARTS. 6. CONTRACTOR SHALL PROVIDE WORK AND WORKMANSHIP IN A WAY TO MEET ALL APPLICABLE CODES. 7. CONTRACTOR SHALL COORDINATE ALL TECHNICAL TRADES AND SUBCONTRACTORS TO VERIFY MEETING THEIR REQUIREMENTS AS PART OF THEIR CONTRACT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 9. ALL WASTE AND REFUSE CAUSED IN CONNECTION WITH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. 10. CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION, AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR TO TEST FOR LEAD IN PAINT AND ASBESTOS IN AREAS BEING WORKED ON AND REMOVE USING APPROPRIATE ABATEMENT METHODS IF NECESSARY. ENERGY CODES NO ADDITIONAL SQUARE FOOTAGE ADDED: NO CREDITS REQUIRED TOTAL CREDITS: BUILDING ENVELOPE COMPLIANCE TO FOLLOW PRESCRIPTIVE TABLE R402.1.1. INSULATION R-VALUE: WOOD FRAMED WALLS: 21 HEADERS AT EXT. WALLS: 10 FLOORS OVER UNHEATED SPACE 30 CEILINGS: 49 VAULTED CEILINGS: 38 SLAB R-VALUE & DEPTH 10, 2 FT BELOW -GRADE WALL R-VALUE 10/15/21 INT + TB MINIMUM U-VALUE: WINDOWS: .30 SKYLIGHTS: .50 OPAQUE DOORS: .30 0 THE BUILDER SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. SEE FORM ON LAST PAGE OF PLAN SET. PROJECT TEAM OWNER: JOSHUA & YUMA FULLER 10631 229TH PL SW EDMONDS, WA 981020 p: 425.327.2699 joshua.fuller8@gmail.com DESIGNER/APPLICANT: ALEXANDRA IMMEL RESIDENTIAL DESIGN, LLC 3439 62ND ST. NW SEATTLE, WA 98107 p: 206. 501.3038 info@alexandraimmeldesign.com CONTACT: JESSICA KASHIAN jessica@alexandraimmeldesign.com STRUCTURAL ENGINEER: BASRI BASRI B2 STRUCTURAL ENGINEERS 15306 61 ST. PI. NE KENMORE, WA 98028 p:206.354.9029 basri@b2engineers.com CONTRACTOR: STATELY CONSTRUCTION LLC 10320 NE 141 ST PL KIRKLAND, WA 98034 CONTACT: DANIEL TERMURE p: 206.979.1547 statelyllc@gmail.com LOT INFORMATION PARCEL: 00610500000400 ADDRESS: 10631 229TH PL SW, EDMONDS, WA 98020 ZONING: RS-8 OCCUPANCY: R-3 LEGAL DESCRIPTION: WESTGATE MANOR BLK 00 D-00 - LOT 4 PARCEL AREA: .23 ACRE (10018.8 sq ft) LOT COVERAGE: 35% OF PARCEL AREA MAX HT: 25' BUILDING INFORMATION EXISTING NEW UNHEATED SINGLE FAMILY STRUCTURE: (E) 1 ST FLOOR 1834 0 (E) BASEMENT 600 0 (E) ATTACHED GARAGE 480 TOTAL - 2434 LIGHTING NOT LESS THAN 90% OF LAMPS IN PERMANENTLY INSTALLED NEW LIGHT FIXTURES SHALL BE HIGH EFFICACY LAMPS PER R404.1 MECHANICAL EXISTING FORCED AIR FURNACE MECHANICAL VENTILATION MIN. VENTILATION AT BATHROOMS/LAUNDRY: 50 CFM MIN. VENTILATION AT KITCHENS:: 100 CFM EXHAUST DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. f o LIST OF DRAWINGS A- ARCHITECTURAL A0.0 COVERSHEET A2.1 BASEMENT PLAN A2.2 1 ST FLOOR PLAN A2.3 ROOF PLAN A6.1 INTERIOR ELEVATIONS A6.2 INTERIOR ELEVATIONS S- STRUCTURAL S-0 GENERAL NOTES AND SPECIFICATIONS S-1 FRAMING PLANS S-2 FRAMING PLAN AND DETAILS 1 AT /`/N/CDA!_C- EXISTING RESIDENCE: EXISTING DECK: 1834 sq ft 650.25 sq ft TOTAL LOT COVERAGE: 2484.25 sq ft TOTAL LOT SF: 10018.8 sq ft TOTAL LOT COVERAGE: 24% ALLOWABLE LOT COVERAGE: 35% IMPERVIOUS SURFACE: EXISTING: HOUSE 1834 DRIVEWAY 544.62 CONCRETE STEPS & WALKWAY 155.92 DECK 650.25 TOTAL IMPERVIOUS AREA: 3184.79 LOT SIZE: 10018.8 10018.813184.8 = 31 % OF LOT ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ; The following documentation shall be available on ■ site for the building inspector: ; ; ❑ COE APPROVED ARCHITECTURAL PLAN SET - ■ ❑ COE APPROVED STRUCTURAL PLAN SET ! ❑ COE REVIEWED CALCULATION PACKET ' ❑ ENERGY CREDIT WORKSHEET ■ ■ ❑ SITE PLAN ; ❑ CIVIL PLAN APPROVED PLANS DATED ON 7/26/2022 . ■ ' CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION W. BUILDING OFFICIAL Apr 25 2023 APPROVED DATE (Should any Plumbing work be performed for this project a separate Plumbing permit will be■ required from the City of Edmonds. N SITE PLAN SCALE: 1" = 10' ABBREVIATIONS ADDT ADDITIONAL DR DOOR FO FACE OF HR HOUR (N) NEW SF SQUARE FOOT OR FEET ADJ ADJUSTABLE DS DOWNSPOUT FOC FACE OF CONCRETE HT HEIGHT N NORTH SIM SIMILAR AFF ABOVE FLOOR FINISH DWG DRAWING FOF FACE OF FRAMING ID INTERIOR DESIGN N/A NOT APPLICABLE SOG SLAB ON GRADE APPROX APPROXIMATE (E) EXISTING FO FIN FACE OF FINISH INCL INCLUDE NIU NOT IN USE SPEC SPECIFICATION BLDG BUILDING E EAST FOIC FURNISHED BY OWNER INSUL INSULATION OC ON CENTER SQ SQUARE B.O. BOTTOM OF EA EACH INSTALLED BY CONTRACTOR IN INCHES FL PROPERTY LINE SS STAINLESS STEEL CL CENTER LINE ELEC ELECTRICAL FO10 FURNISHED BY OWNER INT INTERIOR PLYWD PLYWOOD STL STEEL CLG CEILING ELEV ELEVATION INSTALLED BY OWNER JT JOINT PT PAINT STRL STRUCTURAL CTR CENTER EP ELECTRICAL PANEL FRMG FRAMING LTG LIGHTING PTD PAINTED TBD TO BE DETERMINED CONIC CONCRETE EQ EQUAL FT FOOT OR FEET MAT'L MATERIAL RCP REFLECTED CEILING PLAN T.O. TOP OF CONT CONTINUOUS EQUIP EQUIPMENT FTG FOOTING MAX MAXIMUM REF REFERENCE TYP TYPICAL CPT CARPET EXT EXTERIOR FV FIELD VERIFY MDF MEDIUM -DENSITY FIBERBOARD REFR REFRIGERATOR UNO UNLESS NOTED OTHERWISE (D) DEMOLISH FD FLOOR DRAIN GC GENERAL CONTRACTOR MECH MECHANICAL REQ REQUIRED VIF VERIFY IN FIELD DESCR DESCRIPTION FIN FINISH GWB GYPSUM WALLBOARD MFR MANUFACTURER RM ROOM W WEST or WIDTH DIA DIAMETER FL FLOOR HB HOSE BIB MIN MINIMUM RO ROUGH OPENING W/ WITH DIM DIMENSION FLR FLOOR HD HEAD MISC MISCELLANEOUS S SOUTH W/IN WITHIN DN DOWN FLUOR FLUORESCENT HDWD HARDWOOD MTL METAL SD SMOKE DETECTOR WD WOOD WT WEIGHT 229TH PL SW BLD2022-0865 CITE= I rr_rmn PAVING/WALKWAY X FENCE (E) SIDE SEWER z 0 LU O Cie w Cie w ca V) w_ V Q a w Cie V) Z Q w Cie w Cie W Z CD V) w 0 LU Z O Z O Z 0 w e- V) Cie O 0 Cie Q Cie F_ O V �P\�MEL RFSA�F�T z a �.n Q z R DIZ� Cb F�TT< :cP1�� F WA. 206 W U Z W 0 w O U) N W O U 00 Q � J j = U) 0 N Z Np �2 C'7 0 ow REVISION Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN BY: JK REVIEWED BY: JO PRINT DATE: 4/4/23 DRAWING ISSUE: DATE: PERMIT SET: 7/1/22 REV. PERMIT SET #1: 4/4/23 VICINITY MAP SCALE: 1:1.70Al ■ �P\�MEL RESA�F�T Z Q � Gl Q RDT< � Z F�T 0 �� F cb WA. 206 E ±13'-5114" E ±31'-7114" Lu z V Lu Z w V W O 0 cl LJ.1 O CO LuV O Cie (n J Q w m U) (E) DECK ABOVE w 0 Z N Z (V O (E) STORAGE �u GC N NO WORK Cie V Cfl 0 O w o CRAWL SPACE Z (N) POST FLOOR ABOVE Q (E) PER STRL. � D N LIM CI M Lu DRLU � (E) Lu v BATHROOM Z NO WORK Ev M V) +I Lu W ® CRAWL SPACE: N REVISION w (N) POSTS AND FOOTINGS Apr 10 2023 (E) UTILITY ROOM (E) CRAWL SPACE REMOVED FROM SCOPE CITY OF EDMONDS ACCESS TO REMAIN (~ DEVELOPMENT SERVICES ■ (E) tJ DEPARTMENT ■ FURNACE Q (E) GARAGE ~ N O NO WORK 04 04 V N — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — (N) POST &FOOTING D _ --—————————————— — — — — —— ----- PER STRL. Z (E) STAIRS Q DRAWN BY: JK Z REVIEWED BY: Jo "' i= PRINT DATE: 4/4/23 Z DRAWING ISSUE: DATE: ° O V PERMIT SET: 7/1/22 M Lu REV. PERMIT SET #1: 4/4/23 UP (E) MINI GOLF ROOM OP N I BID Cie Lu D ° O H Of Cie 18'-11" 31/2" 6-11/4" 31/2" 3'-11/2" 31/2" 16-1/4" 0 O E ±45'-1/2" V O H u- 0 Z Z J W 0 75 W U) Q N °° BASEMENT FLOOR 1 SCALE:1/4" = 1'-0" A2ml DOOR SCHEDULE ID LOCATION TYPE DESCR. W HT THK MFR MATL GLZ TEMPERED MIN U-VAL SF NOTES D01 BATHROOM 1 POCKET 2-PANEL DOOR, WOOD,PRIMED 2'-4" 6'-8" 1 3/4" TBD WOOD (PAINTED) 16.88 EXSITING OPENING, VERIFY SIZE D02 BEDROOM 1 INT. SWING 2-PANEL DOOR, WOOD,PRIMED 2'-6" 6'-8 3/4" 1 3/4" TBD WOOD (PAINTED) 18.17 EXSITING OPENING, VERIFY SIZE D03 HALL CLOSET SLIDING 2-PANEL DOOR, WOOD,PRIMED 4'-10" 6'-9 3/4" 1 3/4" TBD WOOD (PAINTED) 34.43 EXSITING OPENING, VERIFY SIZE D04 BATHROOM 2 INT. SWING 2-PANEL DOOR, WOOD,PRIMED 2'-4" 6'-9" 1 3/4" TBD WOOD (PAINTED) 17.08 EXSITING OPENING, VERIFY SIZE D05 KITCHEN EXT. FRENCH GLAZED PANEL 6'-0" 6'-8" 1 3/4" TBD TBD LOW-E DOUBLE PANE YES .30 41.63 SUGGESTED: EXTERIOR FIBERGLASS OR ALUMINUM /INTERIOR PRIMED D06 ENTRY CLOSET INT. SWING 2-PANEL DOOR, WOOD,PRIMED 2'-6" 6'-7 1/2" 1 3/4" TBD WOOD (PAINTED) 17.89 EXSITING OPENING, VERIFY SIZE D07 BEDROOM 3 INT. SWING 2-PANEL DOOR, WOOD,PRIMED 2'-6" 6'-8 3/4" 1 3/4" TBD WOOD (PAINTED) 18.17 EXSITING OPENING, VERIFY SIZE D08 CLOSET BI-FOLD 2-PANEL DOOR, WOOD,PRIMED 3'-10" 6'-8" 1 3/4" TBD WOOD (PAINTED) 27.00 EXSITING OPENING, VERIFY SIZE D09 CLOSET BI-FOLD 2-PANEL DOOR, WOOD,PRIMED 3'-10" 6'-8" 1 3/4" TBD WOOD (PAINTED) 27.00 EXSITING OPENING, VERIFY SIZE D10 BEDROOM 2 INT. SWING 2-PANEL DOOR, WOOD,PRIMED 2'-6" 6'-8" 1 3/4" TBD WOOD (PAINTED) 18.00 EXSITING OPENING, VERIFY SIZE D11 CLOSET BI-FOLD 2-PANEL DOOR, WOOD,PRIMED 3'-0" 6'-9" 1 3/4" TBD WOOD (PAINTED) 21.64 EXSITING OPENING, VERIFY SIZE �P\�MEL RESA�F�T 2 a Gl Q RDIZ� F�TT< �01�� F INq. 206- DOOR SCHEDULE - 3 SCALE: 1' = 1'-0" DOOR SCHEDULE NOTES: 1. DOOR SIZES ARE SLABS NOT ROUGH OPENINGS. 2. ALL GLAZING TO BE NRFC CERTIFIED. (E) DECK NO WORK Lu z V (E) STAIRS TO Z Lu Z REMIAN w o V UJ O - D-01 0 0 CV - A6.1 a cl w 0 - - - - - - - - - - - - - - - - - 11 lie 15'-31 /4" n � Q O (EZINDOWS TO REMAIN 0 J Q I LU TYPICAL FLOOR NOTES: CID EL >� (E) DECK IM 1. ALL EXISTING DIMENSIONS ARE APPROXIMATE AND w Q TO FACE OF EXISTING FINISH. TO BE VERIFIED IN V O NO WORK --- FIELD. ALL NEW DIMENSIONS ARE TO FACE OF Z N Z I FRAMING, UNLESS NOTED OTHERWISE. I O (N) KITCHEN I 2. ALL NEW INTERIOR WALLS TO BE 2x4 @ 16" O.C. w I IN NEW LOCATION '-- ; Z I (U.N.O.) C Lu 0 3. SMOKE DETECTORS TO BE HARD WIRED W/ V w Dos Ito� I I BATTERY BACK-UP PER R313. Q SD �O II I 4. GUARDRAIL: PROVIDE A GUARDRAIL WHERE U) - - CD o THERE IS A VERTICAL DROP IN FLOOR SURFACE (E) BEDROOM 1 ACTIVE I I w o GREATER THAN 30". THE MIN HEIGHT OF THE GUARD Zmi NO WORK DOOR a l ¢ I Q SHALL BE 36"ABOVE WALKING SURFACE. OPENINGS N I IN THE GUARD SHALL NOT ALLOW A SPHERE OF 4" TO Lu E ±6_0" _ _ E ±7=8" _ _ z i PASS THROUGH (6" AT THE TRIANGULAR PORTION OF191 Q D-02 I A STAIR). GUARDRAIL SYSTEM ELEMENTS AND w A6.2FFLim (E) SKYLIGHT (E) SKYLIGHT I SUPPORTING CONNECTIONS MUST BE ABLE TO � I TO REMAIN I TO REMAIN I - RESIST A200 LB. CONCENTRATED LOAD APPLIED AT Lu (E) BATHROOM 1 I + I + I THE TOP OF THE GUARD. INFILL COMPONENTS MUST RESIST A 50 LB. LOAD APPLIED OVER A 12"X12" AREA. U_ I TO BE REMODELED (E) BATHROOM 2 I + I w - 5. PAINT: NEW PAINT THROUGHOUT INTERIOR AREAS IXTURES TO REMAIN IN (E TO BE REMODELED OF REMODEL. Lu (N) LIBRARY/ - - - - - - - - 6. NEW INTERIOR PAINTED WOOD TRIM w I LOCATIONS, UPGRADED ° I Z OFFICE _ _��� 0 2'-8 1/2" 4 I � _ _ _ _ _ _ _ _ _ I 7. PLUMBING FIXTURES: PROVIDE NEW PLUMBING (� w I Dot 50 CF _ 50 CFI�I -- J I Ev FIXTURES INCLUDING SINKS, FAUCETS, SHOWER to FIXTURES TO REMAIN IN (E) FITTINGS & TOILETS AS SHOWN ON FLOOR PLAN. Q EN8. DOOR HARDWARE: NEW DOOR HARDWARE FOR REVISION LOCATIONS, UPGRADED I (E) WALLS NEW INTERIOR DOORS. Lu (E) W.I.C. D11 I TO REMAIN 9. LIGHTING: A MINIMUM OF 75% OF LAMPS IN NEW � Apr 10 2023 NO WORK I © I (E) WALLS & POSTS TO BE REMOVE LIGHT FIXTURES SHALL BE HIGH EFFICACY PER R404. (� CITY OF EDMONDS Doe (E) CLOSET D04 (N) DINING (N) BEAM & KING POST PER STRL 10. VENTILATION FAN: REFER TO ENERGY V DEVELOPMENTDEPARTMENRVICES REQUIREMENTS ONA0.0. EXHAUST DIRECTLY TO THE ❑ Do3 OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST Z CO I AIR SHALL BE AT LEAST THREE FEET FROM ANY SD + I (E) POST TO BE REMOVED OPENING INTO THE BUILDING. V 1 - I- - - - - - - - - 0 D10 D07 � LEGEND Q � I (E) STAIRS DRAWN BY: JK y � N REVIEWED BY: JG w �N . o w c EXISTING WALL Z 0o I `hz�� O D08 O w w o DEMO WALL Q_ PRINT DATE: 4/4/23 1 TEP UP ~ NEW WALL Z DRAWING ISSUE: DATE: (E) BEDROOM 2 (E) BEDROOM 3 + 0 NO WORK REMOVE METAL GAURDRAIL Q (N) 36" MIN HEIGHT 1/2 HTWALL, + (E) LIVING ROOM V PERMIT SET: 7/1/22 SEE NOTE #4 N HARDWOOD FLOORING IN CO CARBON MONOXIDE DETECTOR w 1.4 O Lu REV. PERMIT SET #1: 4/4/23 O o REMOVE DOOR & WIDEN OPENING. ui o I I LIVING ROOM &DINING ROOM SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 N TO MATCH E EXHAUST FAN ON SWITCH, SEE TYP. ADD CASING AND INTERIOR SHELVES J (E) ENTRY () O FLOOR NOTES #12. w v I NEW FLOORING TBD 0 w Q E2 a ;w w O z Cie (E) PORCH Q I I � ~ Of 0 O (E) WINDOWS TO REMAIN O II J --- -LL LL U) N LL FIRST FLOOR PLAN 1 SCALE:1/4" = 1'-0" A2m2 CODE: INTERNATIONAL BUILDING CODE (IBC) 2018 LOADINGS FLOOR LIVE LOAD ..................................................... 40 PSF DECK LIVE LOAD ..................................................... 60 PSF ROOF SNOW LOAD ..................................................... 25 PSF WIND CRITERIA BUILDING CLASSIFICATION ............................... II ULTIMATE WIND SPEED ...................................... 110 MPH WIND EXPOSURE ........................................... B TOPOGRAPHIC FACTOR, Kzt................. 1.0 SEISMIC CRITERIA SEISMIC RISK CATEGORY ............................... II SPECTRAL RESPONSE COEFFICIENT, Ss .... 1.30 SPECTRAL RESPONSE COEFFICIENT, S1 .... 0.50 SEISMIC SITE CLASS ................................. D SEISMIC DESIGN CATEGORY ............................... D STRUCTURAL DESCRIPTIONS GENERAL CONDITIONS 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CONDITION THAT, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH THE PROVISIONS OF PREVAILING CODE EDITION OF THE "INTERNATIONAL BUILDING CODE" (IBC) AND STANDARDS REFERENCED THEREIN. 10. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT BE PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. 11. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEW. FOUNDATION N.A. 1. STRUCTURAL DESIGN COMPLIES WITH SOILS REPORT PRODUCED BY: FOOTING BEARING PRESSURE: 1500 PSF (ASSUMED) LATERAL EARTH PRESSURE ON RETAINING WALLS N.A. 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT. DIMENSIONAL LUMBER, ANCHOR BOLT AND NAILING SPECIFICATIONS 1. MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD DIMENSIONAL LUMBER. BEAR STAMP OF WWPA. 2. MINIMUM DIMENSIONAL LUMBER GRADES TO BE: WALL STUDS, 2X, 3 X........ HF STUD GRADE WALL PLATES, 2X, 3X........ HF STANDARD GRADE U.N.O JOISTS, 2 X 6: ............. HF #2 JOISTS, 2 X 8 AND UP....... DF #2 BEAMS, HEADERS, 6X ........ DF #2 BEAMS, HEADERS, 4X......... DF #2, WWPA GRADING POSTS, 4X, 6X.............. DF #2 U.N.O LUMBER NOT NOTED HERE... DF #2 U.N.O 3. PROVIDE STANDARD CUT WASHERS FOR BOLT HEADS AND NUTS BEARING AGAINST WOOD. 4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR RESTING ON FOUNDATIONS SHALL BE PRESSURE -TREATED DOUGLAS FIR/ HEMFIR IN ACCORDANCE TO WITH AWPA U1 (PLANT/SHOP TREATMENT) AND M4 (FIELD TREATMENT) STANDARDS. ALL BEARING WALL PLATES SHALL HAVE 5/8" O x10" J-BOLTS PLACED AT MAXIMUM OF 9" FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL SCHEDULE (MAXIMUM 4'-0" OC SPACING). PROVIDE BP PLATE WASHER AT ALL FOUNDATION SILL PLATE ANCHOR BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL. FOR NON-SHEARWALL, PLACE ANCHORS AT 48". 5. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. /_\I��Ke]uW[iLIr��I1���U_11���Ie\I■I�[el1�I_LKKe � � � � y�►�9:::�1 �i��_1 3���d�Ll�>�i! 7. PRESSURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185 (1.85 OZ OF ZINC PER SQ FT MINIMUM) OR TYPE 304 / 316 STAINLESS STEEL SIMPSON Z-MAX CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED HANGERS) 8. ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED "SURFACE - DRY" AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NO MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED "SURFACE -GREEN" AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. 9. NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. REQUIRED? (Y/N) MATERIAL / ACTIVITY Y N 1704.2.5 Inspection of Fabricators Verify fabrication/quality control procedures Y N 1705.1.1 Special Cases (work unusual in nature, including but not limited to alternative materials and systems, unusual design applications, materials and systems with special manufacturer's requirements) 1705.2 Steel Construction Y N 1. Fabricator and erector documents (Verify reports and certificates as listed in AISC 360, chapter N, paragraph 3.2 for compliance with construction documents) Y N 2. Material verification of structural steel Y N 3. Embedments (Verify diameter, grade, type, length, embedment. See 1705.3 for anchors) Y N 4. Verify member locations, braces, stiffeners, and application of joint details at each connection comply with construction documents 5. Structural steel welding: Y N a. Inspection tasks Prior to Welding (Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-1) Y N b. Inspection tasks During Welding (Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-1) Y N c. Inspection tasks After Welding (Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-3) d. Nondestructive testing (NDT) of welded joints: see Commentary Y N 1) Complete penetration groove welds 5/16" or greater in risk category III or IV Y N 2) Complete penetration groove welds 5/16" or greater in risk category II Y N 3) Thermally cut surfaces of access holes when material t > 2" Y N 4) Welded joints subject to fatigue when required by AISC 360, Appendix 3, Table A-3.1 Y N 5) Fabricator's NDT reports when fabricator performs NDT 6. Structural steel bolting: Y N a. Inspection tasks Prior to Bolting (Observe, or perform tasks for each bolted connection, in accordance with QA tasks listed in AISC 360, Table N5.6-1) Y N b.lnspection tasks During Bolting (Observe the QA tasks listed in AISC 360, Table N5.6-2) 1) Pre -tensioned and slip -critical joints Y N a) Turn -of -nut with matching markings Y N b) Direct tension indicator Y N c) Twist -off type tension control bolt Y N d) Turn -of -nut without matching markings Y N e) Calibrated wrench 2) Snug -tight joints Y N c. Inspection tasks After Bolting (Perform tasks for each bolted connection in accordance with QA tasks listed in AISC 360, Table N5.6-3) Y N 7. Inspection of steel elements of composite construction prior to concrete placement in accordance with QA tasks listed in AISC 360, Table N6.1 1705.2.2 Steel Construction Other Than Structural Steel 1. Material verification of cold -formed steel deck: Y N a. Identification markings Y N b. Manufacturer's certified test reports 2. Connection of cold -formed steel deck to supporting structure: Y N a. Welding Y N b. Other fasteners (in accordance with AISC 360,Section N6) Y N 1) Verify fasteners are in conformance with approved submittal Y N 2) Verify fastener installation is in conformance with approved submittal and manufacturer's recommendations 3. Reinforcing steel Y N a. Verification of weldability of steel other than ASTM A706 Y N b. Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, boundary elements of special concrete structural walls and shear reinforcement Y N c. Shear reinforcement Y N d. Other reinforcing steel 4. Cold -formed steel trusses spanning 60 feet or greater Y N a. Verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package 1705.3 Concrete Construction Y N 1. Inspection of reinforcing steel installation (see 1705.2.2 for welding) Y N N 2. Inspection of prestressing steel installation U 3. Inspection of anchors cast in concrete where allowable loads have been increased per section 1908.5 or where strength design is used Y N 4. Inspection of anchors and reinforcing steel post -installed in hardened concrete: Per research reports including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete minimum thickness, anchor embedment and tightening torque Y N 5. Verify use of approved design mix Y N 6. Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete Y N 7. Inspection of concrete and shotcrete placement for proper application techniques Y N 8. Inspection for maintenance of specified curing temperature and techniques 9. Inspection of prestressed concrete: Y N a. Application of prestressing force Y N b. Grouting of bonded prestressing tendons in the seismic -force -resisting system 10. Erection of precast concrete members Y N a. Inspect in accordance with construction documents Y N b. Perform inspections of welding and bolting in accordance with Section 1705.2 Y N 11. Verification of in -situ concrete strength, prior to stressing of tendons in post tensioned concrete and prior to removal of shores and forms from beams and structural slabs Y N 12. Inspection of formwork for shape, lines, location and dimensions Y N 13. Concrete strength testing and verification of compliance with construction documents Notes: 1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspector(s) and/or testing agencies may be subject to the approval of the Building Official and/or the Design Professional. 2. The list of Special Inspectors may be submitted as a separate document, if noted so above. 3. Special Insepctions as required by Section 1704.2.5 are not required where the fabricator is approved in accordance with IBC Section 1704.2.5.2 4. Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each welded joint, bolted connection, or steel element. 5. NDT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC 360, N7. CONCRETE AND REINFORCING 1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS EXCEPT AS MODIFIED BELOW: ACI-301 - "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI-318 - "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI-305R - "HOT WEATHER CONCRETING" ACI-306R - "COLD WEATHER CONCRETING" ACI-304 - "GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE" 2. CONCRETE MIX SPECIFICATIONS LOCATION COMP. SRENGTH W/C RATIO AIR CONTENT REMARK FOOTING 2500 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) SLAB ON GRADE 2500 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) FOUNDATION WALL 2500 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) TOPPING N.A. a. TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE. AIR CONTENT TOLERANCE SHALL BE ± 1 % AND SHALL BE MEASURED AT THE POINT OF PLACEMENT. (AFTER PUMPING IF APPLICABLE). ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE AN APPROVED ADMIXTURE TO ENTRAIN AIR - 5% TOTAL AIR REQUIRED. CONCRETE THAT CAN BE SUBJECTED TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR ENTRAINED. 3. PROVIDE GRADE 60 KSI (A615) FOR CONCRETE STEEL REINFORCING EXTENT REQUIRED? (Y/N) MATERIAL / ACTIVITY EXTENT engineers Periodic 1705.4 Masonry Construction (A) Level A, B and C Quality Assurance: info@b2engineers.com Y N 1. Verify compliance with approved submittals Periodic 425-318-7047 (0) (B) Level B Quality Assurance: Y N 1. Verification of fm and fAAC prior to construction Periodic 425-318-0031 (C) (C) Level C Quality Assurance: Y N 1. Verification of f'm and fAAC prior to construction and for every 5,000 SF during construction Periodic Y N 2. Verification of proportions of materials in premixed or preblended mortar, prestressing grout, and Continuous grout other than self -consolidating grout, as delivered to the project site Each submittal Y N 3. Verify placement of masonry units Periodic (D) Levels B and C Quality Assurance: Periodic Y N 1. Verification of Slump Flow and Visual Stability Index (VSI) of self -consolidating grout as delivered Continuous Continuous to the project Periodic Y N 2. Verify compliance with approved submittals Periodic Y N 3. Verify proportions of site -mixed mortar, grout and prestressing grout for bonded tendons Periodic Y N 4. Verify grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and Periodic Observe or Perform as noted (4) anchorages Y N 5. Verify construction of mortar joints Periodic Observe (4) Y N 6. Verify placement of reinforcement, connectors, and prestressing tendons and anchorages Level B - Periodic Level C - Continuous Observe or Perform as noted (4) Y N 7. Verify grout space prior to grouting Level B - Periodic Level C - Continuous Y N 8. Verify placement of grout and prestressing grout for bonded tendons Continuous Periodic Y N 9. Verify size and location of structural masonry elements Periodic Periodic Y N 10. Verify type, size, and location of anchors, including details of anchorage of masonry to structural Level B - Periodic Periodic members, frames, or other construction. Level C - Continuous Periodic Y N 11. Verify welding of reinforcement (see 1705.2.2) Continuous Each submittal (5) Y N 12. Verify preparation, construction, and protestion of masonry during cold weather (temperature Periodic below 40oF) or hot weather (temperature above 90oF) Observe or Perform as noted (4) Y N 13. Verify application and measurement of prestressing force Continuous Y N 14. Verify placement of AAC masonry units and construction of thin -bed mortar joints (first 5000 SF Continuous Observe (4) of AAC masonry) Y N 15. Verify placement of AAC masonry units and construction of thin -bed mortar joints (after the first Level B - Periodic Periodic 5000 SF of AAC masonry) Level C - Continuous Periodic Y N 16. Verify properties of thin -bed mortar for AAC masonry (first 5000 SF of AAC masonry) Continuous Periodic Y N 17. Verify properties of thin -bed mortar forAAC masonry (after the first 5000 SF of AAC masonry) Level B - Periodic Continuous Level C - Continuous Continuous Y N 18. Prepare grout and mortar specimens Level B - Periodic Periodic Level C - Continuous Perform (4) Y N 19. Observe preparation of prisms Level B - Periodic Level C - Continuous Observe or Perform as noted (4) 1705.5 Wood Construction Y N 1. Inspection of the fabrication process of wood structural elements and assemblies in accordance Periodic with Section 1704.2.5 Y N 2. For high -load diaphragms, verify grade and thickness of structural panel sheathing agree with Periodic approved building plans Periodic Y N 3. For high -load diaphragms, verify nominal size of framing members at adjoining panel edges, nail Periodic Each submittal or staple diameter and length, number of fastener lines, and that spacing between fasteners in each line and at edge margins agree with approved building plans Periodic Y N 4. Metal -plate -connected wood trusses spanning 60 feet or greater: verify temporary and permanent Periodic restraint/bracing are installed in accordance with the approved truss submittal package Periodic Periodic 1705.E Soils FULLER 1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. Y N 2. Verify excavations are extended to proper depth and have reached proper material. Periodic REMODEL Periodic Y N 3. Perform classification and testing of controlled fill materials. Periodic Continuous Y N 4. Verify use of proper materials, densities, and lift thicknesses during placement and compaction of Periodic Y N controlled fill Continuous EDMONDS Continuous 5. Prior to placement of controlled fill, observe subgrade and verify that site has been prepared Periodic Y N properly Periodic Periodic 1705.7 Driven Deep Foundations Y N 1. Verify element materials, sizes and lengths comply with requirements Continuous Y N 2. Determine capacities of test elements and conduct additional load tests, as required Continuous Y N 3. Observe driving operations and maintain complete and accurate records for each element Continuous Periodic. Y N 4. Verify placement locations and plumbness, confirm type and size of hammer, record number of Continuous 10631 229TH PL SW Periodic blows per foot of penetration, determine required penetrations to achieve design capacity, record tip , Continuous and butt elevations and document any damage to foundation element EDMONDS, WA 98020 Y N 5. For steel elements, perform additional inspections per Section 1705.2 See Section 1705.2 Periodic or as required by the research report issued by an Y N 6. For concrete elements and concrete -filled elements, perform additional inspections per Section See Section 1705.3 approved source 1705.3 Y N 7. For specialty elements, perform additional inspections as determined by the registered design In accordance with construction documents professional in responsible charge Periodic Y N 8. Perform additional inspections and tests in accordance with the construction documents In accordance with construction documents Continuous REVISION 1705.8 Cast -in -Place Deep Foundations Continuous Y N 1.Observe drilling operations and maintain complete and accurate records for each element Continuous Apr 10 2023 Periodic Y N 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if Continuous CITY OF EDMONDS applicable), lengths, embedment into bedrock (if applicable) and adequate end -bearing strata DEVELOPMENT SERVICES Continuous capacity. Record concrete or grout volumes DEPARTMENT Continuous Y N 3. For concrete elements, perform additional inspections in accordance with Section 1705.3 See Section 1705.3 Y N 4. Perform additional inspections and tests in accordance with the construction documents In accordance with construction documents In accordance with construction documents In accordance with Section 1705.2 1705.9 Helical Pile Foundations Periodic Y N 1. Verify installation equipment, pile dimensions, tip elevations, final depth, final installation torque Continuous and other data as required. Periodic Y N 2. Perform additional inspections and tests in accordance with the construction documents In accordance with construction documents Periodic 1705.10.1 Structural Wood Special Inspections For Wind Resistance Y N 1. Inspection of field gluing operations of elements of the main windforce-resisting system Continuous Y N 2. Inspection of nailing, bolting, anchoring and other fastening of components within the main Periodic windforce-resisting system 1705.10.2 Cold -formed Steel Special Inspections For Wind Resistance DRAWING INFO Y N 1.Inspection during welding operations of elements of the main windforce-resisting system Periodic Y N 2.Inspections for screw attachment, bolting, anchoring and other fastening of components within the Periodic main windforce-resisting system ISSUE DATE 03-20-23 1705.10.3 Wind -resisting Components Y N 1. Roof cladding Periodic Y N 2. Wall cladding Periodic ISSUED FOR PERMIT Y N 1705.11.1 Structural Steel Special Inspections for Seismic Resistance In accordance with AISC 341 Inspection of structural steel in accordance with AISC 341 PROJECT NO. 20202 Y N 1705.11.2 Structural Wood Special Inspections for Seismic Resistance Continuous 1. Inspection of field gluing operations of elements of the seismic -force resisting system ENGINEER BB Y N 2. Inspection of nailing, bolting, anchoring and other fastening of components within the seismic- Periodic force -resisting system REVISION SCHEDULE 1705.11.3 Cold -formed Steel Light -Frame Construction Special Inspections for Seismic Y N Resistance Periodic NO. DATE DESCRIPTION Y N 1. Inspection during welding operations of elements of the seismic -force -resisting system Periodic 2. Inspections for screw attachment, bolting, anchoring and other fastening of components within the seismic -force -resisting system STRUCTURAL AND MISCELLANEOUS STEEL STEEL MEMBERS, HARDWARE, FASTENERS SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER ARCHITECT REQUIREMENTS. ALL CUT, REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH (2) COAT OF 95% ZINC RICH PAINT PER ASTM A780. COLOR TO MATCH EXISTING. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TUBE COLUMNS: ASTM A500, GRADE B (Fy = 46 KSI) WIDE FLANGE COLUMNS / BEAMS: ASTM 572 GR50 STEEL PIPE: SCHEDULE 40, CONFORMING TO ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI.) ALL OTHER STEEL: ASTM A36 (Fy = 36 KSI) OR ASTM A992 BOLTS: ASTM A307 (WOOD/STEEL CONN) BOLTS: ASTM A325/A490 WITH LOCK WASHERS (STEEL/STEEL AND STEEL/CONC CONN) ANCHOR BOLTS: ASTM A307 (WOOD FRAMING) ANCHOR BOLTS: ASTM A325 (STEEL FRAMING) ALL SLIP CRITICAL CONNECTIONS SHALL BE ASTM A325 BOLTS AND SHALL BE ENGINEER -APPROVED, SELF -LOAD INDICATING TYPES, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL WELDING CONFORM TO THE AWS CODES D1.1 AND D1.3, AND USE ONLY CERTIFIED WELDERS. WELDS NOT SPECIFIED ARE TO BE 1/4" CONTINUOUS FILLET MINIMUM. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. USE DRY E70 ELECTRODES. ALL WELDING SHALL CONFORM TO THE AWS CODES, AND SHALL BE BY CERTIFIED WELDERS. WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES. DRAWING LIST SHEET NUMBER SHEET NAME ISSUE DATE S-0 GENERAL NOTES AND SPECIFICATIONS 03-20-23 S-1 FRAMING PLANS 03-20-23 S-2 FRAMING PLAN AND DETAILS 03-20-23 Grand total: 3 GENERAL NOTES AND SPECIFICATIONS S-0 Copyright b2 Structural Engineers 2008 BASEMENT 1 /4" = 1'-0" I INFILL EXISTING DOOR OPENING W/ 2X4 STUDS @ 16" O.C. & EXST I I PROVIDE 15/32" PLY OR OSB z SHEATHING (ON EXTERIOR SIDE) W/ 10d NAILS @ 6" O.C. AT EDGES w & 10d @ 12" O.C. FIELD NAILING p EXISTING FLOOR cn BEAMS TO REMAIN IMPORTANT NOTE: U) — — — — — — — — — — CONTRACTOR SHALL PROVIDE w TEMPORARY SHORING AS REQUIRED PRIOR ANY WORK w II 1 II II II II II II II II II II II II II II II II II II II 11 P II 1 II II II II II II II II II II II II 1 II II II II II II I i II II II II EXISTING POST TO BE REMOVED 11 11 11 11 k 11 11 11 11 H 1 11 11 11 IF(z - — - o - - > 0 11 1 11 11 1 1 11 11 11 11 1 11 11 11 11 11 11 1 11 11 11 11 1 11 11 11 1 L I 1 1 I I I I 11 11 X 11 1 11 H 11 11 11 11 1 11 11 11 11 1 H 11 11 11 III � w 11 11 11 11 11 1 II 11 PORTION OF EXISTING O 11 11 11 11 1111 w co 11 11 11 1 11 WALL TO BE REMOVED zII II II II IIII II II0 rill Q II II II II II II 11 11�I o l s-2 II I I II II II II II II II II II II I II II II II II II 1I� i II II II II II II II II II 11 1 11 11 11 II 11 11 11 11 II 11 11 II 11 11 11 11 II 11 11 11 11 11 I III � 11 11 11 11 EXISTING POST TO BE REMOVED II 11 11 11 11 11 11 11 11 11 11 11 11 1 11 11 11 11 11 11 11 11 11 11 11 II 11 11 11 1 II 11 11 11 11 11 II 11 11 11 11 11 P 11 11 11 11 11 11 1 11 11 11 11 11 11 1 11 11 11 11 11 11 11 1 4X6 (P-1) 11 11 11 11 11 I I 11 11 11 11 11 I I 11 11 11 11 11 I I 11 11 11 I I 11 11 11 11 11 11 11 11 11 11 11 11 11 11 I I 11 11 11 11 11 1 11 11 11 11 I I 11 11 11 I I 11 11 11 11 11 I I 11 11 11 11 11 11 11 11 I I 11 11 11 11 11 11 I 11 11 11 11 I I I I I 1- 11 11 11 I I 11 11 I 11 11 11 11 11 EXISTING FLOOR 1 11 11 1 1 11 11 11 1 1 II 1 11 11 FRAMING TO REMAIN II 1 1 1 1 1 1 11 11 1 1 H 11 11 11 1 1 H 11 11 1 1 11 11 ill 1 11 11 11 11 FIRST FLOOR 1 /4" = 1'-0" EXISTING FLOOR _ L_ BEAMS TO REMAIN I 4 (4)2X4 LL EXST IMPORTANT NOTES ON FIELD VERIFICATIONS AND TEMPORARY SHORING: 1. CONTRACTOR SHALL REVIEW STRUCTURAL DRAWINGS AND FIELD VERIFY ALL RELATED EXISTING FRAMING & DIMENSIONS PRIOR TO ANY FIELD WORK. NOTIFY THE ENGINEER/OWNER ANY DISCREPANCIES FOUND IN THE FIELD. STRUCTURAL DRAWINGS MAY NOT CORRECTLY REFLECT ALL EXISTING FRAMING DUE TO LIMITED ACCESS TO THE SITE AND EXISTING DRAWINGS. 2. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY THE ENGINEER/OWNER OF EXISTING MECHANICAL DUCTS, PLUMBING PIPES, ELECTRICAL WIRES THAT MAY INTERFERE WITH STRUCTURAL WORKS FOR COST CONSIDERATIONS PRIOR TO ANY FIELD WORK. 3. CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. PLEASE CALL ENGINEER FOR QUESTIONS IMPORTANT NOTES ON FOUNDATION AND FRAMING: 1. ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS MIN. OF MEDIUM DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL (NO SOFT OR ORGANIC MATERIALS). GEOTECHNICAL ENGINEER MAY BE REQUIRED TO ASSESS EXISTING SOIL CONDITIONS. 2. FOR FRAMING LUMBER TYPES AND GRADES, AND CONCRETE MIX REQUIREMENTS PLEASE SEE S-0 3. FOR PLYWOOD/OSB SHEARWALL SCHEDULE, PLEASE SEE S-XX (N/A) 4. FOR COMMON HEADER FRAMING DETAIL AND HEADER SIZE, SEE S-2 5. PROVIDE (2) 2X6 OR (3) 2X4 STUD POSTS AT EACH END OF BEAMS, UNLESS NOTED OTHERWISE ON PLAN 6. SLAB ON GRADE SHALL BE MIN. 4" THICK WITH #3 AT 18" EACH WAY (AT MID -DEPTH) ON 6" COMPACTED CRUSHED ROCK. PROVIDE 1" SAWCUT JOINT AT 15 FT MAX. SPACING (EACH WAY) 7. FLOOR SHEATHING SHALL BE 3/4" PLYWOOD OR OSB WITH 10d AT 6" NAILING AT EDGES AND AT 12" AT FIELD 8. ROOF SHEATHING SHALL BE 1/2" PLYWOOD OR OSB WITH 8d AT 6" NAILING AT EDGES AND AT 8" AT FIELD IMPORTANT NOTES ON TRUSS AND FLOOR FRAMING DESIGN/SHOP DRAWINGS: 1. TRUSS FRAMING LAYOUT SHOWN IS GENERAL CONCEPT ONLY. CONTRACTOR/ TRUSS SUPPLIER MUST SUBMIT TRUSS SHOP DRAWINGS INCLUDING TRUSS TEMPORARY/ PERMANENT BRACING PLANS FOR ENGINEER'S REVIEW 2. TRUSS FRAMING PROFILE/ LAYOUT SHOULD CONFORM TO BOTH STRUCTURAL AND ARCHITECTURAL DRAWINGS. ANY DEVIATIONS SHALL BE APPROVED BY ENGINEER/ ARCHITECT PRIOR TO TRUSS DESIGN WORK. 3. TRUSS DEFLECTION CRITERIAS: FLOOR/DECK TOTAL LOAD = L/480 ROOF TOTAL LOAD = L/240 FLOOR/DECK LIVE LOAD = L/600 ROOF SNOW LOAD = L/300 ** MAXIMUM TOTAL LOAD DEFLECTION SHOULD NOT EXCEED 1.0" IN ALL CASES 4. FLOOR/ROOF FRAMING LAYOUT AND CONNECTORS (SUCH AS LUMBER PACKAGE BY SUPPLIERS) MUST BE SUBMITTED FOR ENGINEER'S REVIEW PRIOR TO CONSTRUCTION FRAMING SYMBOLS: A SIMPSON WSW STRONG p' CONTINOUS WALL (24"WIDE) POST SW6 PLYWOOD POST STOPS SHEARWALL BELOW THIS FLOOR POST STARTS AT A SHEARWALL HOLDOWN THIS FLOOR LEGEND AND NOTES info@b2engineers.com 425-318-7047 (0) 425-318-0031 (G) FULLER REMODEL EDMONDS 10631 229TH PL SW, EDMONDS, WA 98020 REVISION Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWING INFO ISSUE DATE 03-20-23 ISSUED FOR PERMIT PROJECT N0. 20202 ENGINEER BB FRAMING PLANS S-1 Copyright b2 Structural Engineers 2008 1/4" = 1'-0" ROOF PLAN 1 /41' = 1'-01 1 EXISTING RIDGE BEAM TO REMAIN — EXISTING ROOF FRAMING TO REMAIN NEW 4X6 PROVIDE CCQ POST CAP KING POST (TOP AND BOTTOM OF NEW KING POST) Detail 1 1/2" = 1'-0" PROVIDE HU HANGER FOR BEAM TO BEAM CONNECTION (OR ANY OTHER HANGER WITH 2O00 LBS CAPACITY) EXISTING POST TO BE REMOVED, PROVIDE TEMPORARY SHORING AS REQ'D PRIOR TO POST REMOVAL m m h h PROVIDE TRIPLE BLOCKING UNDER NEW POST EXISTING CRIPPLE WALL TO REMAIN EXISTING ROOF TRUSSES TO REMAIN NEW ROOF BEAMS PER PLAN PROVIDE HL55 ANGLE (OR SIMILAR) FOR NEW BEAM TO SOLID POST & A35 ANGLE FOR BEAM TO STUD POST CONNECTION NEW SOLID POST (BEYOND) PER PLAN — PROVIDE A34 ANGLE (4 SIDES FOR FREE-STANDING POST) h EXISTING FLOOR FRAMING TO REMAIN NEW STUD POST (BEYOND) PROVIDE A34 ANGLE (BOTH PER PLAN, NAILED TOGETHER SIDES, TOP AND BOTTOM) W/ 10d @ 6" O.C. (BOTH SIDES) CUT EXISTING SLAB TO 3 - #4 E.W. POUR NEW FOOTING; APPLY SILICONE JOINT SEALER LISTING FOUNDATION WALL J U ITH FOOTING TO REMAIN 1 °i 14 21 '- 0" SQ SOIL PREPARATIONS PER NOTES ON S-1 DBL STUD BELT"^' TRIMMER ABC SEE HEADER SCHEDULE TYP. WALL OPENING FRAMING 3/4" = 1'-0" 2x4 TO MATCH AREA OF STUDS ABOVE (5) 16d EA END 1 TRIMMER AND 2 KING STUD NAILED TOGETHER OR POST PER PLAN LEVEL OPENING HEADER FIRST FLOOR 6 FT MAX. 4X8 DF #2 U.N.O. nInTG- AT STUD/PLATE CONNECTION, PROVIDE (4) 8d TOENAIL OR (2) 16d END NAIL IMPORTANT NOTES ON FIELD VERIFICATIONS AND TEMPORARY SHORING: 1. CONTRACTOR SHALL REVIEW STRUCTURAL DRAWINGS AND FIELD VERIFY ALL RELATED EXISTING FRAMING & DIMENSIONS PRIOR TO ANY FIELD WORK. NOTIFY THE ENGINEER/OWNER ANY DISCREPANCIES FOUND IN THE FIELD. STRUCTURAL DRAWINGS MAY NOT CORRECTLY REFLECT ALL EXISTING FRAMING DUE TO LIMITED ACCESS TO THE SITE AND EXISTING DRAWINGS. 2. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY THE ENGINEER/OWNER OF EXISTING MECHANICAL DUCTS, PLUMBING PIPES, ELECTRICAL WIRES THAT MAY INTERFERE WITH STRUCTURAL WORKS FOR COST CONSIDERATIONS PRIOR TO ANY FIELD WORK. 3. CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. PLEASE CALL ENGINEER FOR QUESTIONS IMPORTANT NOTES ON FOUNDATION AND FRAMING: 1. ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS MIN. OF MEDIUM DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL (NO SOFT OR ORGANIC MATERIALS). GEOTECHNICAL ENGINEER MAY BE REQUIRED TO ASSESS EXISTING SOIL CONDITIONS. 2. FOR FRAMING LUMBER TYPES AND GRADES, AND CONCRETE MIX REQUIREMENTS PLEASE SEE S-0 3. FOR PLYWOOD/OSB SHEARWALL SCHEDULE, PLEASE SEE S-XX (N/A) 4. FOR COMMON HEADER FRAMING DETAIL AND HEADER SIZE, SEE S-2 5. PROVIDE (2) 2X6 OR (3) 2X4 STUD POSTS AT EACH END OF BEAMS, UNLESS NOTED OTHERWISE ON PLAN 6. SLAB ON GRADE SHALL BE MIN. 4" THICK WITH #3 AT 18" EACH WAY (AT MID -DEPTH) ON 6" COMPACTED CRUSHED ROCK. PROVIDE 1" SAWCUT JOINT AT 15 FT MAX. SPACING (EACH WAY) 7. FLOOR SHEATHING SHALL BE 3/4" PLYWOOD OR OSB WITH 10d AT 6" NAILING AT EDGES AND AT 12" AT FIELD 8. ROOF SHEATHING SHALL BE 1/2" PLYWOOD OR OSB WITH 8d AT 6" NAILING AT EDGES AND AT 8" AT FIELD IMPORTANT NOTES ON TRUSS AND FLOOR FRAMING DESIGN/SHOP DRAWINGS: 1. TRUSS FRAMING LAYOUT SHOWN IS GENERAL CONCEPT ONLY. CONTRACTOR/ TRUSS SUPPLIER MUST SUBMIT TRUSS SHOP DRAWINGS INCLUDING TRUSS TEMPORARY/ PERMANENT BRACING PLANS FOR ENGINEER'S REVIEW 2. TRUSS FRAMING PROFILE/ LAYOUT SHOULD CONFORM TO BOTH STRUCTURAL AND ARCHITECTURAL DRAWINGS. ANY DEVIATIONS SHALL BE APPROVED BY ENGINEER/ ARCHITECT PRIOR TO TRUSS DESIGN WORK. 3. TRUSS DEFLECTION CRITERIAS: FLOOR/DECK TOTAL LOAD = L/480 ROOF TOTAL LOAD = L/240 FLOOR/DECK LIVE LOAD = L/600 ROOF SNOW LOAD = L/300 ** MAXIMUM TOTAL LOAD DEFLECTION SHOULD NOT EXCEED 1.0" IN ALL CASES 4. FLOOR/ROOF FRAMING LAYOUT AND CONNECTORS (SUCH AS LUMBER PACKAGE BY SUPPLIERS) MUST BE SUBMITTED FOR ENGINEER'S REVIEW PRIOR TO CONSTRUCTION FRAMING SYMBOLS: S24 S SIMPSON WSW STRONG WALL (24" WIDE) P CONTINOUS POST SW6 \J PLYWOOD SHEARWALL POST STOPS BELOW THIS FLOOR POST STARTS AT A SHEARWALL HOLDOWN P' THIS FLOOR LEGEND AND NOTES info@b2engineers.com 425-318-7047 (0) 425-318-0031 (C) FULLER REMODEL EDMONDS 10631 229TH PL SW, EDMONDS, WA 98020 REVISION Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWING INFO ISSUE DATE ISSUED FOR PROJECT NO ENGINEER 03-20-23 PERMIT 20202 BB FRAMING PLAN AND DETAILS S-2 1 /4" = 1'-0" Copyright b2 Structural Engineers 2008