Loading...
REVIEWED BLD2022-0461+STRUCTURAL PLANS+4.12.2022_10.42.50_AM+27968391. ALL MATERIALS, WORKMANSHIP, DESIGN, & CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS OF THE INTERNATIONAL BUILDING CODE 2018 EDITION. 2. DESIGN LOADING CRITERIA FLOOR LIVE LOAD (RESIDENTIAL)....... 40 PSF FLOOR DEAD LOAD ....................12 PSF MAX ROOF DEAD LOAD .....................27 PSF MAX SNOW LOAD. ........................... Pf = 25 PSF 3. 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 AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE & STRUCT COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE W/ THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS & 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 OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR -INITIATED CHANGES AFFECTING THESE STRUCTURAL DRAWINGS SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 7. 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 & APPROVAL BY THE STRUCT ENGINEER. 8. SHOP DRAWINGS IF REQUIRED SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. GEOTECHNICAL 9. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE IS ASSUMED & THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. IF GEOTECHNICAL ENGINEER IS HIRED FOR THE PROJECT PROVIDE ALL REPORTS TO THE STRUCTURAL ENGINEER FOR REVIEW OF COMPATIBILITY WITH THE STRUCTURAL PLAN SET. ALLOWABLE SOIL PRESSURE ........................................ 2000 PSF ANCHORAGE 10. EXPANSION BOLTS INTO CONCRETE SHALL BE STRONG -BOLT ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY & INSTALLED IN STRICT CONFORMANCE TO ICC-ES ESR-1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. 11. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC REPORT NO. ICC-ES ESR-2508. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. THREADED RODS SHALL BE ASTM A-36 U.N.O. ALTERNATE EPDXY REQUIRES REVIEW BY THE STRUCTURAL ENGINEER. SIMILAR SESIMIC & WIND TEST CRITERIA (TO THE SET-XP HIGH STRENGTH PRODUCT) SHALL BE APPROVED BY THE ICC FOR ALTERNATIVE EPDXY CONSIDERATION. 12. TITEN HD ANCHORS PER PLAN ARE MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. TITEN ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO ICC-ES ESR-2713, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. EXPANSION BOLTS MAY BE SUBSTITUTED FOR THE TITEN HD ANCHOR W/ THE SAME SPACING PER THE DETAILS AND PER THE REQUIREMENTS OF NOTE 18 ABOVE. (2) 16d TOENAILS -EXIST (1) AT EA SIDE OF SHEATHING FRMG INTO BLKG EXIST BLKG EA BAY SHEATHING CONT TO BLKG o00 A (2) 16d TOENAILS (1) AT EA SIDE OF EA FRMG INTO BLKG / PUS H2.5 AT EXIST ROOF EA FRMG FRAMING A35 PER ER NEW SW PER - SW SCHED PLAN & DET 4/S1 NEW HDR PER PLAN & DET 3/S1 EXTERIOR WALL W/ PERPENDICULAR TRUSS SCALE: 1 1/2" = V-0" GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 13. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, & GRADED & MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND BEAMS: (2x MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI (3x AND 4x MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI POSTS: (4x MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI STUDS, PLATES & MISC. FRAMING DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 14. PLYWOOD SHEATHING IF REQUIRED SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR. GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR AND DECK SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. 15. STRUCTURAL MEMBERS SHOULD NOT BE SPLICED. PENETRATIONS AND NOTCHES THRU STRUCTURAL MEMBERS MUST BE APPROVED BY THE ENGINEER PRIOR TO DRILLING. 16. TIMBER CONNECTORS CALLED OUT BY LETTERS & NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2013. EQUIVALENT DEVICES BY OTHER MFRS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO OR ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER & SIZE OF FASTENERS AS SPECIFIED BY MFR. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE W/ THE MFR'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS W/ "MIT" SERIES JOIST HANGERS WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE 1/2 OF THE NAILS OR BOLTS IN EA MEMBER. ALL SHIMS SHALL BE SEASONED & DRIED & THE SAME GRADE (MIN) AS MEMBERS CONNECTED. 17. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1/2" 0.131"* *-IF NOT AVAILABLE, USE A 10d x 3", 10d 3" 0.148" 0.131"0, FOR SHEAR WALL NAI LNG 12d 3-1/4" 0.148" 16d 3-1/2" 0.131 " IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. 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 BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRE FOR 3/8" O AND SMALLER LAG SCREWS. . The following documentation shall be available on ' site for the building inspector: J COE APPROVED ARCHITECTURAL PLAN SET : ❑ COE APPROVED STRUCTURAL PLAN SET ; ❑ COE REVIEWED CALCULATION PACKET []ENERGY CREDIT WORKSHEET ❑ SITE PLAN ; ❑ CIVIL PLAN ■ ; ■ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 (12)16d @ 4" AT EACH SIDE OF SPLICES, TYP MIN LAP = 4'-0" CHORD 16d @ 12" STAG SPLICE ELSEWHERE I, 6'-0" MIN BETWEEN SPLICES SPLICES TO OCCUR AT CL OF VERT STUD TYP TYPICAL TOP PLATE SPLICE SCALE: 3/4" = V-0" WOOD (continued) 18. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MIN NAILING, UNLESS NOTED OTHERWISE, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. COORDINATE THE SIZE & LOCATION OF ALL OPENINGS W/ MECHANICAL & ARCH'L DRAWINGS. B. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" OC, UNLESS NOTED OTHERWISE TWO STUDS, MINIMUM, SHALL BE PROVIDED AT THE END OF ALL WALLS & AT EACH SIDE OF ALL OPENINGS, & AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x6 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. 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. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE & A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, & TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" & LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE TWELVE 16d NAILS @ 4" EACH SIDE JOINT. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH & AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS NOTED OTHERWISE PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d 12" UNLESS NOTED OTHERWISE ON THE PLANS PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS & OVER STUD WALLS AS SHOWN ON PLANS AND @ 12"OC TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS 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 & ROOF SHEATHING. TOENAIL BLKG TO SUPPORTS W/ 16d @ 12", UNLESS NOTED OTHERWISE. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 4", OR ATTACHED TO CONCRETE BELOW WITH 5/8"0 ANCHOR BOLTS @ 4'-0" OC, EMBEDDED 7" MINIMUM, UNLESS NOTED OTHERWISE INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @ 12". UNLESS NOTED OTHERWISE, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS & PLATES WITH NO. 6 x 1-1/4" TYPE S OR W SCREWS @ 8"OC. UNLESS NOTED OTHERWISE, 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR VERTICAL SURFACES WITH 8d NAILS @ 6" AT PANEL EDGES & TOP & BOTTOM PLATES (,BLOCK UNSUPPORTED EDGES) & TO ALL INTERMEDIATE STUDS & BLOCKING WITH 8d NAILS @ 12'. ALLOW 1/8" SPACING AT ALL PANEL EDGES & PANEL ENDS. RENOVATION 19. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 20. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF & WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS & BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. 21. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES M1 2'-0" ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE CS16 x 48" W/ 8d @ EVERY OTHER HOLE, EVENLY SPACED, AT EA END OF HDR A35 AT EA END OF HDR (6) SEE BELOW FOR EN EA END FLUSH BEAM OR ALTERNATE HEADER PER PLAN CONDITION STUDS PER PLAN OR NOTES BEAM / HEADER FLUSH W/ TOP PLATES TYP DOUBLE TOP PL PER DETAIL 4/S4.0 SEE ABV FOR ALTERNATE (6) 16d- CONDITION EA END POST PER PLAN NAILING PER NOTES A35 EA END OF HDR AT EXT WALLS ONLY OMIT @ HEADERS < 6-0" BEAM OR HEADER PER PLAN STUDS PER PLAN OR NOTES DROPPED HEADER 3 SCALE: 3/4" = V-0" S SHEARWALL SCHEDULE DRAWING INDEX S1 GENERAL STRUCTURAL NOTES, ABBREVIATIONS, LEGENDS AND DETAILS S2 EXISTING FOUNDATION PLAN AND MAIN FLOOR FRAMING PLAN S3 UPPER FLOOR FRAMING PLAN AND EXISTING ROOF FRAMING PLAN ABBREVIATIONS LG LONG & AND LL LIVE LOAD @ AT MAX MAXIMUM AB ANCHOR BOLT MFR MANUFACTURER ALT ALTERNATING MIN MINIMUM ARCH ARCHITECT NTS NOT TO SCALE BLDG BUILDING OC ON CENTER BLKG BLOCKING OPNG OPENING BOT BOTTOM OPP OPPOSITE CL, q CENTER LINE PERP PERPENDICULAR PL, FL' PLATE CONC CONCRETE PT PRESSURE TREATED CONT CONTINUOUS REINF REINFORCEMENT DET DETAIL REQ'D REQUIRED DN DOWN REV REVISION DP DEEP SECT SECTION (D) DROPPED SIM SIMILAR DWGS DRAWINGS SOG SLAB ON GRADE EA EACH SPEC SPECIFICATION EL ELEVATION STAG STAGGERED EQ EQUAL STRUC STRUCTURAL EXT EXTERIOR SW SHEAR WALL (FB) FLUSH BEAM T&B TOP AND BOTTOM FDN FOUNDATION T&G TOUNGE & GROOVE FIN GR FINAL GRADE THK THICK(NESS) FL FLOOR TYP TYPICAL FRMG FRAMING LINO UNLESS NOTED FTG FOOTING OTHERWISE H HEIGHT VERT VERTICAL HGR HANGER W/ WITH HDR HEADER HORIZ HORIZONTAL INT INTERSECTION LEGEND NEW STRUCTURAL WOOD FRAME WALLS STRUCTURAL ---------- WALLS ABOVE FLOOR STRUCTURAL POST ABOVE FLOOR - - - - FOOTING JOIST SPAN WITH EXTENTS NEW BEAM OR HEADER WOOD POST. +�o ® SIZE AS SHOWN ON PLAN C HU CONNECTOR EXIST CONCRETE WALLS ON PLAN EXIST STRUCTURAL WOOD FRAME WALLS PANEL EDGE TOP PLATE BASE PLATE TYPE SHEATHING NAILING CONNECTION CONNECTION AT WOOD SW1 1/2" PLYWOOD 8d @ 6" A35 @ 24" OC 16d @ 4" NOTES: • BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS W/ 8d @ 12" •8d NAILS SHALL BE 0.131"0 x 2 1/2" " (COMMON) 16d NAILS SHALL BE 0.135" O x 3 1/2" (BOX) *TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEAR WALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. PANEL EDGE PLYWOOD NAILING OVE� JOINT EA STUD \\' PLAN DETAIL AT JOINT TYPICAL SW1 CONSTRUCTION NOT TO SCALE SECTION 1 s2 NUMBER DRAWING WHERE SECTION IS LOCATED DETAIL 1 s2 NUMBER DRAWING WHERE DETAIL IS LOCATED ,-SECTION SECTION 1 NUMBER S2 EQ f EQ HORIZONTAL STEEL STRAP F EXIST WOOD POST EXIST BEAM 2E2W CARISSA FARKAS STRUCTURAL ENGINEERING, PLLC 206.6833197 ENGINEER'S SEAL �70E PO �P O- WAS 9 r ,P 452 3 O ISTl9�' %At. 1� © CIF Structural Engineering, LLC 2022. These drawings were prepared for the "851 Northstream Lane Residence" Remodel project in Edmonds, WA. They are not intended for use on any other project. Stated drawing scale is based on 24" x 36" sheet. PROJECT TITLE COSTAS SCHENCK RESIDENCE REMODEL NA1■7■7:ims'.] 851 Northstream Lane Edmonds, WA 98020 No. Date Issue 04.06.22 Coordination 04.08.22 Building Permit SHEET CONTENTS GENERAL NOTES AND DETAILS JOB NO. 2207 SHEET NO. S1 DPD APPROVAL RECEIVED Apr 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0461 IST DECK �� .�wllv11E11rMIArPQ EXIST POST FTG. NO WORK INVOLVED, TYP Fx� 2E�2 CARISSA FARKAS STRUCTURAL ENGINEERING, PLLC 206.6833197 ENGINEER'S SEAL P7Nv- P07T W A S/// I EXIST CONC WALLS & FTG. p NO WORK J n INVOLVED, TYP ° RFC ----- ° ----- <------�--� �� -- ----- - — — -- — ------ -- --� ° -- aa---�--�- s__ a _ _a __ �- ° < � � � a J a a a ° ° ° ` S'S./� ` 452 °------------------------------------------------------- ��'.�L� r I i ` ©CF Structural Engineering, LLC 2022. These drawings were prepared for the "851 Northstream Lane Residence" m Remodel project in Edmonds, WA. a They are not intended for use on any other project. a� Stated drawing scale is based on ° 24" x 36" sheet. PROJECT TITLE I Ld I. j COSTAS SCHENCK RESIDENCE I � 7 1 ---------� �------------------------------------------------------, � REMODEL --------�------------------------------------------------------- ° 1 — — — — — — — — — — — , I I° ADDRESS EXIST SLAB ON GRADE d ALL THROUGHOUT n NO WORK INVOLVED. — — J ____ —— —J 851 Northstream Lane Edmonds, WA 98020 I L — — — — — — — — — — — — — — — — — — --- No. 1 I I I I I II II 1 11 No. Date Issue III 04.06.22 Coordination I I I I I I;;I laid 04.08.22 Building Permit L- — — — — — — J — — — — — a----T ----- ------------, II L---------J LJ — — — — — 1---- ---- _ - aJ 1 EXIST INTERIOR STRIP FOOTING NO WORK INVOLVED. I`:I1 II a�LI 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. NEW HEADERS OVER DOOR AND WINDOW OPENINGS, SHALL BE (2) 2x6, DROPPED, UNO ON PLAN. PROVIDE (2) TRIMMER STUDS MIN. AT EACH END OF ALL OPENINGS WIDER THAN 4'-0", UNO ON PLAN. FOR OPENINGS LESS THAN 4'-0", PROVIDE (1) TRIMMER STUD, UNO ON PLAN. 3. PROVIDE (2) STUDS MINIMUM AT EACH END OF ALL NEW BEAMS, UNO ON PLAN. BEAR BEAM FULLY ON POSTS AND PROVIDE POSITIVE CONNECTION BY EITHER A35 OR LTP4 CLIPS ON EACH SIDE OF BEAM OR WITH A PCZ, OR LPCZ CAP, UNO ON PLAN. SOLID VERTICAL GRAIN BLOCKING FOR WOOD POSTS SHALL BE PROVIDED THROUGH FLOORS TO CONTINUOUS SUPPORT BELOW. 4. NEW TOP PLATE CONSTRUCTION PER TYPICAL DETAIL 2/S1. 5. STRUCTURAL MEMBERS SHOULD NOT BE SPLICED. PENETRATIONS AND NOTCHES THRU STRUCTURAL MEMBERS MUST BE APPROVED BY THE ENGINEER PRIOR TO DRILLING. MAIN FLOOR FRAMING PLAN 6. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @ 12". NAIL ALL MULTI -JOIST / BEAMS TOGETHER WITH TWO ROWS OF 16d @ 12". 7. EXISTING FRAMING & FOUNDATION ARE ASSUMED. CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS AND REPORT ANY DISCREPANCY TO THE STRUCTURAL ENGINEER IMMEDIATELY. 8. (E) - DENOTES EXISTING. (N) - DENOTES NEW. NEW STRUCTURAL MEMBERS ARE CALLED -OUT ON PLAN. 9. INSTALL AND MAINTAIN SHORING OF EXISTING STRUCTURE UNTIL NEW SUPPORT FRAMING IS COMPLETE 10. ALL PENETRATIONS THRU NEW AND EXISTING FRAMING AND FOUNDATION MUST BE COORDINATED BY CONTRACTOR WITH THE ENGINEER PRIOR TO DRILLING. 11. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 1 L <I NOTE: NO STRUCTURAL WORK AT EXISTING FOUNDATION. EXISTING FOUNDATION PLAN SHEET CONTENTS FOUNDATION PLAN AND MAIN FLOOR FRAMING PLAN JOB NO. 2207 SHEET NO. S2 DPD APPROVAL RECEIVED Apr 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1 /4" = V-0" SCALE: 1/4" = V-0" BLD2022-0461 r , Ir----------- -----------------------------------------------------------------------------I II � II 11 I I I I II II II II II II II II II II II II II II I I II II II II II II II II II II II II II II I I I I II II II II II II II II I I II II IF------� II II II II I I II I I II II II II II II II I I II I I II II II II II II II II II I I II II II II II II II II I I II II II II II II II II II II II II II II II II I I II II IL ------------------------ ------ -------------------------------------------------�I II I I II II L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I d----------------------------- I I I ® I I I I I I I I I I I I I I I I I I I I I I I I I \V I I I I I I I I I I n I I NOTE: NO STRUCTURAL WORK AT EXISTING PENTHOUSE. EXISTING PENTHOUSE ROOF FRAMING PLAN SCALE: 1 /4" = V-0" NEW (2) 2x6 HDR DROPPED, PER NOTE 2, TYP, UNO PLAN NOTES 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. NEW HEADERS OVER DOOR AND WINDOW OPENINGS, SHALL BE (2) 2x6, DROPPED, LINO ON PLAN. PROVIDE (2) TRIMMER STUDS MIN. AT EACH END OF ALL OPENINGS WIDER THAN 4'-0", UNO ON PLAN. FOR OPENINGS LESS THAN 4'-0", PROVIDE (1) TRIMMER STUD, UNO ON PLAN. PROVIDE CS16x48" LG STRAP. SEE DETAIL 3/S1 FOR TYPICAL CONSTRUCTION. 3. PROVIDE (2) STUDS MINIMUM AT EACH END OF ALL NEW BEAMS, UNO ON PLAN. BEAR BEAM FULLY ON POSTS AND PROVIDE POSITIVE CONNECTION BY EITHER A35 OR LTP4 CLIPS ON EACH SIDE OF BEAM OR WITH A PCZ, OR LPCZ CAP, LINO ON PLAN. SOLID VERTICAL GRAIN BLOCKING FOR WOOD POSTS SHALL BE PROVIDED THROUGH FLOORS TO CONTINUOUS SUPPORT BELOW. 4. ALL NEW EXTERIOR WALLS SHALL BE SW1 MINIMUM, PER DETAIL 4/S1. 5. NEW TOP PLATE CONSTRUCTION PER TYPICAL DETAIL 2/S1. 6. STRUCTURAL MEMBERS SHOULD NOT BE SPLICED. PENETRATIONS AND NOTCHES THRU STRUCTURAL MEMBERS MUST BE APPROVED BY THE ENGINEER PRIOR TO DRILLING. 7. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @ 12". NAIL ALL MULTI -JOIST / BEAMS TOGETHER WITH TWO ROWS OF 16d @ 12". 8. HORIZONTAL STRAPS: • FASTEN STRAPS TO EACH MEMBER EQUALLY. PROVIDE BEAM OR BLKG (EA BAY) AS REQUIRED FOR NAILING. • FOR CS16 HORIZONTAL STRAPS, FASTEN W/ 8d AT EVERY OTHER HOLE AT EACH MEMBER. • REFER TO PLAN FOR STRAP QUANTITY, TYPE & LENGTH. II II II II I I I I I I I I I I I II II L---,I I I I I I I 1 11 I I I I I II 1111 J�� 11 11 � 1111 � 11 2 Z 1i1i NEW STRUCT WALLS 1 THUS HATCHED. S1 BUILD AS SWI, TYP 0 NEW TOP PL PER NOTE 5, LTY P (N) HDR (N) 48 (D) F -z-� I -z-� 1,0/,ls-, T\_ (2) ROWS OF I NEW 2x4 NEW 2x4 - - - - _ _ _ - 16d @ 6" ALT, @ 16" OC 4,L6" CC _ _ _ NEW TO EXIST STUD WALL STUD WALL STUDS, TYP I 1-------------------------- -------------------------, NJ (N) HDR ------------- - v (N) HDR I I I I I I I I II = 0 H _ - 1 FRAME AROUND NEW SKYLIGHT Y 'X W/ (2) 2x MIN Z (E) GT z ----_____-- --- ------------------------ �_�E)OPE_N-'/ ME - U ------------------------- NEW (2)2x6 MIN AT ALL NEW INTERIOR HDRS, CONTRACTOR TO VERIFY NO o all 1 _ TRUSSES BEAR 2 [ ON OPNG, TYP Z UPPER Z FLOOR I L E: I ^ I - EXIST FLOOR FRAMING w NO WORK INVOLVED I I I I I I EXIST BEAMS EXIST STRUCT I AND HDRS, WALLS THUS I TYP, UNO HATCHED. - - I I I I I I I I I I (E) POST----+M ---------� (E) GT r / LJ L 9. EXISTING FRAMING ARE ASSUMED. CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS AND REPORT ANY DISCREPANCY TO THE STRUCTURAL ENGINEER IMMEDIATELY. 10. (E) - DENOTES EXISTING. (N) - DENOTES NEW. NEW STRUCTURAL MEMBERS ARE CALLED -OUT ON PLAN. 11. INSTALL AND MAINTAIN SHORING OF EXISTING STRUCTURE UNTIL NEW SUPPORT FRAMING IS COMPLETE 12. ALL PENETRATIONS THRU NEW AND EXISTING FRAMING MUST BE COORDINATED BY CONTRACTOR WITH THE ENGINEER PRIOR TO DRILLING. 13. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. NEW WOOD FRAME WALL SCHEDULE: PLAN VIEW ALL EXTERIOR WALLS . 2x6 STUDS @ 16" OC INTERIOR BEARING WALLS . 2x4 STUDS @ 16" OC LINO ON ARCH DWGS NON LOAD WALLS . PER ARCH 41 (E) BEAM EXISTING ROOF FRAMING PLAN AND UPPER FLOOR FRAMING PLAN EXISTING ROOF FRAMING. NO WORK INVOLVED, TYP (N) HDR E) GTE pl�l CS 16 x 48" LG, NEW TO EXIST PL'S, TYP I I 1 1 S1 I I I I I I 2f �2 CARISSA FARKAS STRUCTURAL ENGINEERING, PLLC 206.6833197 ENGINEER'S SEAL © CIF Structural Engineering, LLC 2022. These drawings were prepared for the "851 Northstream Lane Residence" Remodel project in Edmonds, WA. They are not intended for use on any other project. Stated drawing scale is based on 24" x 36" sheet. PROJECT TITLE COSTAS SCHENCK RESIDENCE REMODEL MIa]a7:7*X9 851 Northstream Lane Edmonds, WA 98020 No. Date Issue 04.06.22 Coordination 04.08.22 Building Permit SHEET CONTENTS UPPER FLOOR FRAMING PLAN AND ROOF FRAMING PLAN JOB NO. 2207 SHEET NO. S3 DPD APPROVAL RECEIVED Apr 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1 /4" = V-0" BLD2022-0461