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SEE REV APPROVED RESUB1 BLD2023-0055+Structural_PLANS+4.3.2023_9.44.10_AM+3458767A.B. ANCHOR BOLT EL. ELEVATION O.F. O.H. 0 T ID C OVERHANG ABV. ABOVE ENG. ENGINEER OPN'G OPENING ADD'L ADDITIONAL EQ. EQUAL ORNT. ORIENTATE(ION) ADJ. ADJACENT E.S. EACH SIDE P.A POST ABOVE ALT. ALTERNATE EXIST. EXISTING APPRX. APPROXIMATE EXT. EXTERIOR P.B POST BELOW ARCH. ARCHITECTURAL FFE FINISHED FLOOR ELEVATION PAR. PARALLEL @ AT FAB. FABRICATION PERP. PERPENDICULAR B. BOTTOM FND. FOUNDATION PL. PLATE BEL. BELOW FIN. FINISHED) QTY. QUANTITY BLDG. BUILDING FLG. FLANGE REF, REFERENCE BNDRY. BOUNDARY FLR, FLOOR REQ'D REQUIRED B.O. BOTTOM OF... F.O. FACE OF... R.O. ROUGH OPENING BRDG. BRIDGE(ING) FRM'G FRAMING SCHD. SCHEDULE BRIG. BEARING F.S. FAR SIDE SHT. SHEET B/W BETWEEN FTG, FOOTING SIM. SIMILAR CANT. CANTILEVER(ED) GB GRADE BEAM SKW. SKEWED) C.G. CENTER OF GRAVITY GRD. GRADE SPC. SPACING `1 CENTERLINE GWB GYPSUM WALL BOARD SQ. SQUARE CLR. CLEAR HDR. HEADER STD. STANDARD COL. COLUMN HORZ. HORIZONTAL STGR. STAGGER CONN. CONNECTION I.F. INSIDE FACE STIFF. STIFFENER CONST. CONSTRUCTION INT. INTERIOR STL. STEEL CONT. CONTINUOUS JST. JOIST STRUC. STRUCTURE(AL) CTSK. COUNTERSINK K KIPS (1000 POUNDS) SYM. SYMETRICAL DBL. DOUBLE LAT. LATERAL T. TOP 0, DIA. DIAMETER L.F. LINEAL FEET THRD. THREADED) DIAL. DIAGONAL MAT'L MATERIAL TMPRY. TEMPORARY DIAPH. DIAPHRAGM M.B. MACHINE BOLT (A307) T.O. TOP OF... do DITTO (DO OVER) M.D. MID -DEPTH TRANS. TRANSVERSE D DEPTH MFR. MANUFACTURER TYP. TYPICAL DWG. DRAWING MTL. METAL UBC UNIFORM BUILDING CODE DWL. DOWEL NEW NOTED (E) EXISTING MEMBER NHS. NEAR SIDE V RT. VERTICAL EA. EACH N.T.S. NOT TO SCALE VFY. VERIFY E.F. EACH FACE O.C. ON CENTER W/ WITH W.P. WORK POINT C.I.P. CAST IN PLACE EMBD. EMBED(DMENT) P/T POST TENSIONED C.J. CONTROL JOINT JT. JOINT REINF. REINFORCEMENT CMU CONC. MASONRY UNIT LT. WT. LIGHT WEIGHT STIR. STIRRUP CONC. CONCRETE MAS. MASONRY WWF WELDED WIRE FABRIC E.J. EXPANSION JOINT P/C PRECAST CONCRETE w1 ► B.F. BRACED FRAME LLH LONG LEG HORIZONTAL WTS WELDED THREADED STUD CID COMPLETE PENETRATION LLV LONG LEG VERTICAL X-STG EXTRA STRONG GA. GAGE MRF MOMENT RESISTING FRAME XX-STG DOUBLE EXTRA STRONG GALV. GALVANIZED WHS WELDED HEADED STUD HSB HIGH STRENGTH BOLT B.N. BOUNDARY NAIL HGR. HANGER P.T. PRESSURE TREAT(ED) CAM. CAMBER ED) L.S. LAG SCREW SHTG SHEATHING d PENNY NAILS) LDGR. LEDGER SS SELECT STRUCTURAL D.F. DOUGLAS FIR LSL TIMBER STRAND BEAM T&G TONGUE AND GROOVE E.N. EDGE NAIL LVL MICROLLAM BEAM TJ TRUSS JOIST MACMILLAN F.N. FACE NAIL PLYWD. PLYWOOD T.N. TOE NAIL GLB GLUE -LAMINATED BEAM PSL PARALLAM BEAM H.F. HEM -FIR ,TYPICAL NAILING SQLIEDULE CONNECTION COMMON OR BOX NAILING 1, JOIST TO SILL OR GIRDER, TOENAIL - - - - - - - - - - - - - - - 3 - 8d 2. BRIDGING TO JOIST, TOENAIL EACH END -----------------2 - 8d 3. SOLE PLATE TO JOIST OR BLOCKING, FACE: NAIL----16d @ 16" O.C. 4. TOP PLATE TO STUD, END NAIL-----------------------------2 - 16d 5. STUD TO SOLE PLATE ---------------------------4 - 8d TOENAIL OR 2 - 16d END NAIL 6, DOUBLE STUDS, FACE NAIL -•---------------------16d @ 24" O.C. 7. DOUBLE TOP PLATE, FACE NAIL ----------------------16d @ 16" O.C. 8. TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL--------- 2 - 16d 9. CONTINUOUS HEADER, TWO PIECES ---------------16d @ 16" O.C. ALONG EACH EDGE 10. CEILING JOISTS TO PLATE, TOENAIL -----------------------3 - 8d 11. RAFTER OR TRUSS TO PLATE, TOENAIL _--------------------3 - 8d 12. BUILT - UP CORNER STUDS -------------------------16d @ 24" O.C. 13. BUILT - UP GIRDER AND BEAMS -------------------16d @ 12" O.C. 14, SOLID BLOCKING TO SUPPORTS, TOENAIL----------- 16d @ 12" O.C. 15. POST AND BEAM OR GIRDER CONSTRUCTION -------PROVIDE POSITIVE CONNECTION AGAINST UPLIFT AND LATERAL DISPLACEMENT TYPICAL NAILING SCHEDULE ROOF SHEATHING AT NEW_- ROOF 1/2" CDX PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND SHEARWALLS___-----.-8d @ 6"o.c. ALL SUPPORTED EDGES -.------`-----.__-__8d @ 6"o.c. FIELD ---------....._.._.._...._------------------------8d @ 12"o.c. NOTE: ROOF SHEATHING TO CONTINUE UNDER ROOF OVERFRAMING. SHEAR WALL SCHEDULE PANEL PANEL EDGE FASTEN DOUBLE BOTTOM PLATE AND SILL PLATE ATTACHMENT BOTTOM PLATE SILL PLATE 12 DARK SHEATHING EDGE NAIL TOP PLATE TO FRAMING (STAGGERED) FRAMING ABOVE NAILING TO PLATE ANCHORING FRAMING BELOW TO CONCRETE 1 7/16" PLY. or O.S.B. ONE SIDE 2x STUD 8d @ 6"o.c. A35 CLIPS @ 18"o.c. TO SINGLE ROW BLK G OR JOIST 16d @ 6"o.c. 2X 5/8"0 x10" A.B. @ 48"o.c. 241 2 7/16" PLY. or O.S.B. ONE SIDE 2x STUD 8d @ 4"o.c. A35 CLIPS @ 12"o.c. TO SINGLE ROW BLK G OR JOIST 16d @ 4"o.c. 2X 5/8"0 x10" A.B. @ 32"o.c. 350 SHEARWALL NOTES: INDICATES SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN. 1 INDICATES SHEAR WALL CAPACITY (Ibs./ft,) 2. SHEARWALL PLYWOOD & NAILING CONTINUES FOR FULL LENGTH OF WALL SECTION U.N.O. 3. ALL ANCHOR BOLTS SHALL HAVE 3" x 3" x 0.229" HOT DIPPED GALVANIZED PLATE WASHERS. 4. SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE, 5. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING. 6. STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES. 7. USE 8d (2 1/2" X 0.131" COMMON NAILS) 8. FIELD NAIL PLYWOOD SHEAR WALLS W/ 8d @ 12"o.c.. 9. PROVIDE SOLID BLOCKING, DOUBLE FLOOR JOISTS OR BEAM PER PLAN UNDER ALL SHEAR WALLS 10. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOLDOWN LOCATIONS WITH SAME EDGE NAILING PATTERN. 11. SEE GENERAL STRUCTURAL NOTES SHEET S1, 12, AT.EXISTING CONCRETE ANCHOR BOLTS CAN BE SUBSTITUTED WITH 5/8" DIAMETER EXPANSION BOLTS WITH 7" MIN EMBEDMENT AT THE SAME SPACING AS SPECIFIED FOR ANCHOR BOLTS. 21. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) HEM -FIR NO. 2. 4x BEAMS AND STRINGERS DOUGLAS FIR NO. 2. fix POSTS AND TIMBERS DOUGLAS FIR NO. 1. STUDS, PLATES AND MISC. LIGHT FRAMING DOUGLAS FIR OR HEM -FIR STANDARD GRADE. TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR CONSTRUCTION GRADE. BOLTED STUDS, LEDGERS AND PLATES DOUGLAS FIR, STANDARD GRADE. 24 STUDS AND PLATES DOUGLAS FIR OR HEM FIR NO. 3/STUD GRADE. GLUED LAMINATED BEAMS (24F - V4) PARALLAM (PSL) (2.OE) MICROLLAM (LVL) (1.9E) 22. PLYWOOD SHEATHING SHALL BE GRADE C-D. EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH I.B.C. STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 23. ALL WOOD COLUMNS, PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. 24. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-C-2020 EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U SERIES HANGERS. ALL TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U-SERIES HANGERS. 25. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 OF THE I.B.C. C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND DOUBLE JOINT HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. D. PROVIDE (2) 2x1O HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. G. TRUSS MANUFACTURE TO PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AND TRUSS LATERAL BRACING. I. WALL FRAMING ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS AND 2x6 @ 16"o.c. AT EXTERIOR WALLS. J. USE FULL LENGTH STUDS (BALLOON FRAME) ON EXTERIOR WALLS AT STAIRWAYS AND AT VAULTED CEILINGS. K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS AT 12" o.c. STAGGERED. L. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12"o.c. STAGGERED UNLESS SHOWN OTHERWISE. M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE I.B.C. N. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6" o.c. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS @ 6'-0"o.c. UNLESS SHOWN OTHERWISE. 0. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 8d @ 6"o.c. AT SHEET EDGES 8d @ 12"o.c. AT INTERMEDIATE BEARING POINTS P. ALL GIRDER TRUSSES, BEAMS AND HEADERS TO HAVE FULL BEARING WIDTH SUPPORT AND A MINIMUM OF 2 - 2X BEARING STUDS U.N.O. Q. ALL POSTS TO CONTINUE DOWN TO FOUNDATION U.N.O. R. ALL WALLS SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS OR UNHEATED AREAS, AND 2X6 @ 16" O.0 . AT EXTERIOR WALLS U.NO. ALLOWABLE BEARING= 1500 PSF FOOTING SCHEDULE MARK FOOTING SIZE REINFORCEMENT F2.0 2'-C" x 2'-0" x 10" 3�- # 4 BOTTOM EA. WAY F2.5 2'-6" x 2'-6" x 10" 3- # 4 BOTTOM EA. WAY F3.0 S-O" x 3'-0" x 10" 4- # 4 BOTTOM EA. WAY F3.5 S-6" x S-6" x 10" 5-- # 4 BOTTOM EA. WAY F20 2'-0" x 4'-0" x 10" # 4 @ 9" O.C. BOTTOM EA. WAY NOTES: 1. REINFORCEMENT TO BE 3" CLEAR FROM BOTTOM 2. POOR FOOTING ON UNYIELDING SOILS. 3. CENTER FOOTING WITH POST ABOVE U.N.O. 4. ALL EXTERIOR FOOTINGS TO HAVE BOTTOM OF FOOTING 18" BELOW FINISH GRADE. 5. FOOTINGS SHOWN AT EXISTING FOUNDATION, TO UNDERPIN EXISTING FOUNDATION. TOP OF NEW FOOTING TO HAVE 100% CONTACT WITH BOTTOM OF EXISTING FOUNDATION. GENERAL STRUCTURAL NOTES THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS. CRIJERI 1. ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (I.B.C) (2018 EDITION). 2. DESIGN CRITERIA ROOF LIVE LOAD ................. 25 PSF ROOF DEAD LOAD .... ..... .. ..... . 15 PSF FLOOR LIVE LOAD (CLASSROOMS) ..... I ... 40 PSF FLOOR DEAD LOAD .. ..... I ... ..... . 15 PSF WIND .............. I ... I .... 110 MPH (3 SEC. GUST) , EXPOSURE "B" EARTHQUAKE SEISMIC RISK CATEGORY 11 ALLOWABLE SOIL PRESSURE ...... .... 1,500 PSF (Natural soils or compacted fill) SOILS ENGINEER OR BUILFING OFFICIAL VERIFY 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 ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 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 AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 9. SHOP DRAWINGS FOR MANUFACTURED TRUSSES, SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE, IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 11. INSPECTION: EXPANSION BOLTS, THREADED EXPANSION INSERTS, AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH 2O18 IBC, AS REQUIRED BY THE PERMIT ISSUING AGENCY AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT OR ENGINEER. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. S,OTECNN 12. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL. CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. TESTING LAB AND SOILS ENGINEER TO VERIFY THAT NEW FOOTINGS WILL NOT HAVE AN EFFECT ON EXISTING SURROUNDING FOOTINGS. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE . ... ... ....... . . . .1,500 PSF. MHE 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF Vc = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH OF f'c = 2500 psi ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT SHALL BE 4% +/- 1% BY VOLUME. CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH OF Vc = 2500 psi, 14. REINFORCING STEEL SHALL BE GRADE 60, Fy = 60,000 PSI. 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH THE LATEST ACI STANDARDS. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS 2'-0" MINIMUM). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-0" MINIMUM). LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MINIMUM OF 8") AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE .. . .. .. . ..... ... .. ... .. . . ... 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LARGER) ... 2" 45 BARS OR SMALLER) . . 1-1/2" 17. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 18. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. STEEL 19. BOLTS SHALL CONFORM TO ASTM A307. EXPANSION BOLTS SHALL BE "PARABOLT" OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 20. ALL HARDWARE, BOLTS, NUTS, WASHERS, AND NAILS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIP GALVANIZED. 1 1322 34TH. DR. S.E EVERETT, WA 9Ei206 TEL: (425) 338 0342 E-MASL: INF0@8A8C0EN©I NEER8. C CM WEB BITE: 9ABCOENGINEER5.1301A DEC 28, 2022 FOR STRUCTURAL AT PHASE 5 (TENANT IMPROVEMENT & REMODEL) REVISIONS BY" 1 ;Agency Resubmit 4/1/2023 OCTOB.E:F: 7, 2022 ,JOB: 22022 DRAWN: KYS SCALE: 3/4"= 1 I-O" S 1 RESUB Apr 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT BLD2023-0055 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE ' The following documentation shall be available on site for the building inspector: ! ❑X 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 ■ 8d NAILS @ 4" O.C. PLYWOOD EDGE NAILING 2x6 STRONG 16d NAILLS @ 12" O.C. 2x6 STRONG BACK PLY. TO DRAG STRUT PER PLAN BACK 8d @ 3" n.c. TRUSS ROOF PLYWOOD '' 2x 6 BRA 2x6 BLOCKING W/ U26 HANGERS EA. END ROOF PLY. 2x6 BRACE W/ 4'-0" MIN, 2-A35 CLIPS EXISTING NEW EACH SIDE ROOF PLY. EDGE NAILING END OF PLATE TRUSSES TRUSSES PER PLAN 25 16d NEW DRAG STRUT '.'. .' 16d @ TRUSS OVER SHEAR 16" o.c. WALL DESIGN FOR 2X VENTED SOLID BLOCKING (TYP.) 300 #/FT TOE NAIL W/ 3-16d NAILS LATERAL LOAD AT EA. END TO TRUSS 1 6-16d NAILS 1� BRACE -TO BLOCK A35 CLIPS PER SHEAR ROOF TRUSS TRUSSES WALL SCHEDULE PER PLAN A35 CLIPS PER PLY. EDGE NAILING PER SHEAR WALL PLYWOOD EDGE NAILING H2,5 CLIPS SHEAR WALL SCHEDULE SCHEDULE PER SHEAR WALL SCHEDULE @ 24" O.C. PLY, PER PLAN STUDS PER PLAN DBL. T PLAT STUDS PLYWOOD PER SHEAR WALL PER PLAN SCHEDULE STUDS NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL EXTERIOR WALLS PROVIDE ONE V BRACE AND SHEARWALLS. 8'-0" n.c. ABOVE SHEARWALL OR DRAG SHEARWALL STRUT PER PLAN ELEVATION INTERIOR SHEAR. WALL SHEARWALL PERPENDICULAR 3 TYPICAL EAVE TYP. TOP PLATE SPLICE PARALLEL TO ROOF TRUSSES TO ROOF TRUSSES '� AT NEW SHEAR WALL 2-2x STUDS PYWOOD SHEARWALL SHEAR WALL PER HOLDOWN PER PLA STUDS PER PLAN PLY, EDGE NAILING PER SHEARWALL SCHEDUL BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PLYWOOD PER PLAN SIMPSON MST STRAP TIE 2 — 2x STUDS AT EACH HOLDOW PER PLAN, FILL ALL HOLES PYWOOD JOISTS PER PLAN W/ 1 Od x 2 1 /8" LONG EDGE NAILING. PLYWOOD COMMON NAILS TO EACH DOUBLE STUD. cy FLOOR SIMPSON MST STRAP TIE PER w 2x SOLID BLOCKING PLAN, FILL ALL HOLES W/ UNDER SHEARWALL 10d x 2 1 /8" COMMON NAILS N BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE JOIST PLWOOD SHEARWALL PER PLWOOD SHEARWALL PER PLAN z PLAN PER PLAN STUDS PER PLAN PLY. EDGE NAILING STUDS PER PLAN PLY. EDGE NAILING PLY. EDGE NAILING PER SHEARWALL SCHEDUL BOTTOM PLATE NAILING PER FLOOR j PER SHEARWALL SCHEDUL BOTTOM PLATE NAILING PER MULTIPLE JOISTS OR BEAM SHEARWALL SCHEDULE Q SHEARWALL SCHEDULE PER PLAN FLOOR PLYWOOD EXISTING FLOOR DECKING BELOW SHEARWAL NI BEND STRAP BEAM OR MULTIPLE EDGE NAIL PLYWOOD JOISTS PER PLAN AROUND BEAM JOIST PER PLAN TO EACH DOUBLE STUD (TYP.) BEAM PER PLAN 7 SHEAR WALL BELOW SHEARWALL L = STRAP LENGTH 2-2x STUDS ELEVATION PER HOLDOWN INTERIOR SHEARWALL INTERIOR SHEARWALL MST HOLDOWN AT FLOOR MST HOLDOWN AT FLOOR � � 10 TO FLOOR BELOW TO FLOOR BELOW NEW EXISTING >> • • EDGE NAIL PLYWOOD TO 2X STUD WALL ' ' ' EACH 2X STUD 1 /2" DIAM. LAG SCREWS @ 24" O.C. (3j 2X6 STUDS AT PLY PER SHEARWALL PLY. PER SHEARWALL HOEDOWN — ..• SCHEDULE STUDS SCHEDULE '•• PLYWOOD PER SHEAR WALL PER PLAN SCHEDULE 2-2X STUDS @ EACH 2X STUD WALL PLY PER SHEARWALL ... • • . HOLDOWN EDGE NAIL PLYWOOD BOTT PLATE SCHEDULE TO EACH DOUBLE STUD SIMPSON HTT5 HOEDOWN, FLOOR PLY. SILL PLATE 2OLD STUDS @ EACH HOEDOWN FILL ALL HOLES W/ " SIMPSON MST60 HOT EDGE NAIL PLYWOOD • . • 16d X 2 1/2 LONG X DIPPED GALVANIZED ZNAIL BOTTOM PLATE TO EACH DOUBLE STUD 0.162" DIAM. NAILS FLOOR TO STUDS W/ SILL PLATE W/ NAILING PER FOOTING FOOTING ... PER PLAN COMMON NAILS MIN. A.B.'S PER SHEARWALL SCHEDULE SIMPSON MST60 HOT • • •SHEARWALL SCHEDULE DIPPED GALVANIZED EMBED HORIZONTAL 1 /2 DIAM. SIMPSON NAIL TO STUDS W/ 34 - 1 Od COMMON PREDRILL TOP HOLE AT STRAP PLYWOOD EDGE NAILING PER REINFORCEMENT TITEN HD SCREW ANCHOR NAILS MIN. SHEARWALL SCHEDULE OF NEW FOOTING X 6" LONG. PREDRILL PREDRILL TOP HOLE SOLID BLOCKING 1 /2 DIAM. SIMPSON 4" INTO EXISTING CONCRETE W/ 1 /2 AT STRAP UNDER SHEAR WALL TITEN HD SCREW ANCHO # 2- 4 CONT..16 FINISH GRADE FOOTING IN HIGH DIAM. DRILL BIT CONCRETE STRENGTH EPDXY FOUNDATION CONCRETE GROUT AS SHOW `------�� V 5/8� ALL THREAD ROD , DIAM. DRILL BIT 6" FINISH GRADE ANCHOR BOLTS 5 1/4„ EMBED 8" MIN. IN CONC. AS SHOWN 5 1/4" 2'-0" MAX. PLATE WASHER UNBALANCED FILL 2-#4 CONT. \�Lo USE FIRST EXISTING 3/8" X 4" 0 USE FIRST EXISTING _���' � 10" HOLE AT STRAP FOR HOLE STRAP BOTTOM HD TITEN A.B'S PER NUT BOTTOMTHD TITEN 4 @ 16" O,C. SCREW ANCH 6" MINI. EXISTING SHEAR WALL SCHEDULE SCREW ANCH „ EXISTING A. WAY 1.4o 8" 4" MIN FOUNDATION VERIFY FOUNDATION p ELEVATION VERIFY WALL WALL EXISTING TO NEW FOOTING MST60 HOLDOWN HTT5 HOLDOWN MST60 HOLDOWN EXTERIOR WALL TO FOOTING � � 12 13 14 1 1 322 34TH. DR. S.E EVERETT, WA 98208 TEL: (425) 338 0342 E-MAIL: I NFO@6A0 CDENGIN EERS. cum WEB SITE' SABCOENGINEERS.COM DEC 28, 2022 FOR STRUCTURAL AT PHASE 5 (TENANT IMPROVEMENT & REMODEL) 13 Efi ❑ 3 M Er WZ :)0 W tL'J 4= F�- N 03. 0 EA � p ❑Z 0 N� W REVISIONS BY: Agency Resubmit 4/112023 OCTOBER 7, 2022 J06: 22022 I DRAWN: KYS SCALE: 3/4"_ V_Ou BLD2023-0055 RESUB F 6 Apr 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 I 5.5 0 c 15 23 TRIKE STO P -PHASE 4 H IF I I 11� , ­­11 11 1 ''1 Fei i L r71144iffil . 1­1111 1 � - � 11111 1 L1,1114 0 IA EXIST. all W. CONC. FDN. STE I I ; � I ' WALL -LEGEND: 5.) 1 INDICATES SIMPSON MSTC 52 STRAP TO EDGE WALL. ----� _= i,--------__------ _ OF SHEAR WALL ABOVE PER DETAIL 9/52 OR — — — — — — — — — — — _ _ ---- — — [ — — — — — — INDICATES EXISTINCa WALLS t0 10/62. NEWALLS SHOWN EXIST. 8" x ]Co" ONM HI5 EX1-IIBIT AS BACK— CONC. FTG.' EXIST. 2 x 4 ' i GROUND AV: FOR FOUNDATION I f (I B I CRIPPLE WALL I I IIII OR FLOOR FRMG. (0.) 2 INDICATES SIMPSON MSTC 60 STRAP TO EDGE III I I FRMCx. I I I I OF SHEAR WALL ABOVE PER DETAIL 14/82, I I I I I EXIST. 24" W. x I 11 I I �._......_._..__._._.._.__ INDICATES EXISTING WALL To - I I 10" DP. CONC. I REMAIN. III I I FTC. I I IIII FMM INDICATES NEW WALL. III I I II I INDICATES SIMPSON Htt5 HOEDOWN t0 EDGE IId I I ( �. �r OF SHEAR WALL ABOVE PER DETAIL 13/52. I I I I I I I �ol�t� �,�� ��� �,��.,.� INDICATES EXISTING FOUNDATION TO REMAIN. z400f. i I I I>-.,1�� n .. r�,gn I I I I it, A// 11 ^�v {_ ��� — 1 INDICATES NEW CONCRETE FOOTING PER Fool �1( II I .ssts. lh O C I I I I INDICATES NEW FOUNDATION. [[ �� EXIST. 2 x FLR _ I I I ! EXIST. 2 x FLR. 8.) [,..: SCHEDULE ON SHEET 51. Tsrs. 161, O.C_ - I ' I 1 I JST5. -a troll O.C. - I I . .III 2 I I I t I ! 1 I I� 1 I I I t1 9.) ALL NEW BEAMS AT CRAWL SPACE -PER PLAN TO BE I �\ SUPPORTED W1 A P.T. 4 x 4 HFO1 POST W1 PC4ZOR EPC42- T�r'i 1 II i ii I S-2 I _ _' POST CAP AND W1 A PF44 POST BASE At THE NEW . FOOTING. STRUCTURAL NOTES: DEMISING LIN 1{` 3 �,: a 89�8 i (3) 2 x 10 HF02 (— () x 10 F412 + 11 (3) 2 10 HF*2 A-r ad 1.) SEE GENERAL STRUCTURAL NOTES oN SHEET SI. 10.) 4 INDICATES 51MPSON MSt 6o SCRAP TO EDGE I I UNDER SHEAR MALL I I �; I I U DOIR SH A TAL4, I ; 11 ©F SHEAR WALLI OF SHEAR WALL ABOVE PER DETAIL 12/52. I NEW Li I Il 1 2.) ®®® -INDICATES EXTENT OF SHEAR WALL. - ROVIDE SOLICI INDICATES SHEAR WALL TYPE PER SHEAR ,n IIII I I �1 I I ®� 11 BLKG. UNDER !I I WALL SCHEDULE ON SHEET 51. CENTE INE OF EXIST. - J__ � I I I I F SHEAR UJALL. 1 WINDO MULLION - -- - ` _= -- � I L �- n ( I I I , M ® It. INDICATES A 4 x 8 P.T. HF#I BEAM UNDER SHEAR � 11 I INDICATES NEW MANUFACTURED WALL IN HUG45 HANGERS (5 LOCATIONS) TRU55E5 0 24" O.G. 1 I I I 1 11 I 1 , n , S_2 SIM ,' I II ! Q 12. ALL 8EAM5, HEADERS, AND C-cIRDER TRUSSES TO NEW (N 2 x I HHA III - I ( DER 1bHEF R WA I I I ' : I `` II II 11.E I I . I I IIGT INDICATES NEW MANUFACTURED LAVE FULL BEARING WIDTH SUPPORT AND A MIN, of (2). U DER E R LL, i 4.) .�.,® .i i I I I' J I __ t- r :.a GIRDER TRUSS. 2 x STUDS U.N.D. NEW N w NEW ,. - - (3) 2 x 10 HF II I I`( II I I I I UNDER SHE R ALL,111 I I I I I >x 1 II I "1,5L !! I �1It I I I I I ok III I I_u I 2 I ! I t I I I It I I I I w IIII I I I I I NEW IIII I I I I I S S Z I I I +e F2.5 I rENTERL INE OF NEW POST r :1� I i EXIST. 2 x 4 # I CRIPPLE WALL NEW FRMG, I NEW (2) x 10 HF412 - 111 EXIST. 24" W. x I 1 END of SHEAR WALL i PROVIDE NEW -1 EXIST. 8 CONC. IIII EXIST. 2 x 4 I I 101, DP. CONC. I ' : - — 1 SOLID aLl<G. � FDN. STEM WALL.- CRIPPLE WALL i FTCx_ ' III UNDER SHEA 0 III FRMG. I I I I III ���' I WALL. NOTE: S2 S1M, I I lx p` EXIST. 24" W. x I 1 �_� I I �- I 1 )� �p I �.-- n I� Y Al 11 + ,� 10" DP. CONG. i I II I I I +� Q i W i I /+44"� It TRIK STOP DAY ARE CEN�TER SUITE 5�NEW k FTG. 11 ' JII k I 11 i II NOT SHOWN ON THIS DRAWING TO ALLOW SPACE FOR NOTES AND LEGEND AS SHOWN ABOVE. � F 2.0'' , ti. Q -- — — — -- — — — --- — — -tt- — 1 - - - - tl - -- - - `, j 1 i l NO STRUCTURAL SCOPE OF WOiRG 1N THIS AREA FOR THIS CURRENT PRASE 5_ ' - - - 3 -- — --__ r-------ram DBE-- •� ---_ R _ 42 ::;.. PROVIDE NEW 1 I��,�Q��Q o�s� ' �.. NEW �tsrs��t TY ( I SOLID BLKG; I , Q I. ��pk � I r` l'' I �NAi..� ' 010 NEW 8" CONC. `l I I� S-2 P I I UNDER SHEAR' I I -= I 1k I ,� r-� aa,�.: FDN. STEM WALL_ I -- WALL_ �+ - I L -- J % NEW - I I ��IR 3 4`-3 1/4" �✓'-O" 4'-fo 1/4"e - - R. — F 2.0 x \'�'�-4i'iAS"� c :w.. i II M I I I m® -4 C)�Cw,�X (D y e N U 1 35 152 rd sr� 3... N I.t} , �I^' ,I iI � it \ 0 ( I -1-� 1-IU F .O OI _9 ty - _..� L_ __ _ _ -t _ - _ _ _ _ - I r _ - r - - - - TF o 2,5 W ,+-, ,I VU xis 4 x BMs. L —u- I I I y (AO C NC TY �-_- I P ~..1 F 2_o I �I It � --_N II I 1\ I 11 f o 11 EXIST. 4 x POSTS ON 18 I I I I I I I I EXIST_ x POSTS ON 12 1 X� x 15 ..x. S CONC. F�'G - I I x 12" x S" CONC. FTGS. - - _ w - 'I NO CHANGE, TYP.. I I NO CHANCE, TYP. — = 1 — - — — D�MI C M v WA-1- -7 I I II ..; I 1 '''` - I __N W 2 x loHF*2 FL. _ 'L o 15 ! JSTS. e i�g o.c. i - x - _ _ I rv> v� �� .'I_ WX 12n � J ' N� NEW 8" CONC. H \ II I- I I II 3 I FDN. STEM WALL. c Ncy a -0 H-G- 2 FA -M -��veoFy , I � I I1 I ( 1 I ;�� 11 I 1 � u 14 � �-- 1 ,`_ I=- = -_-= --�, �- � -� � �--�- --r--- •-.-,I I I I 11 SIM. I EXIST. LONG. FDN. I j LL O O I j'3 a �� II r L- II 1 i I II 5-2 STEM WALL AND 12 x °.. I 11 ®- X'- -- _ � ( i( IIII I I CONC. FTC. I - - tl -J I w _ _ 41 > I II I I C ,I III I I 1 w , I - -� _ I 1 III I -- -- -_- — �-_-_-� I I I I � II I II `\ Ili i ii ®I II III --fi II III I �+-ALzJL I e 1 2 w! I ��'-�� = I I I EXIST. �" GONG. FDN. I I _ �% I E W - - - ! - — I 1 (- - _ - - J 1 i I , \ j 1 STEM WALL AND 18" x I I _ _ _ i it 1 I A 91 \' __ _ � I I I I lace !m rm M(� �e � _ -- (o" GONG. FTC. Imo- -- r-�'- N f �� - r' — - - - _ . - - - 11 U tilt lI11 �1I1 , I - - - - - - - - - - - - - _----------- IIII o cv- 1 1 II 111 ii L..a z -JIm EXT. 4 x BMS.I _ I -�W No CHANGE, T'P.z I- 1 1 �I W 1 NEW,K: _ z ; I Ib I I I (4) NEW FT6s. I - II F 2.5 ( k CL NEW WALL ABVx �.,°. 1-I ,,'• .,~ff ° ,... I I �I�I I I ' °II II I - _ _ _ - _ - -, - - -- - - - -IJ I L I t W II I °d rT-� L------ - - - I-, I I I �- Y 16'-o" I Ea. Ea. �-- FF ! I i 323-611 t ■ ? EW. 1(4, F 2:0 �_,,. I 1 , I I e®� 1 'r �; NEW Z NUJ:' ,: ,: Q+ F 2.0 1\ + I I'I--' _f r- ° 'u F .5 15 0 ,0 FAIN, II I III I I :._. _ 41 I IQ I I 22 ..... --.�. ----------------- i I I l — — — I I � I IIVIP ----- --- - - 23 ' I I------------ ' 3 -4 3/411 EXIST. h CONC. -- i 11 \` II n FDN. STEM WALL{ L---� -1 -5 �� 1/4 12 -1 3/4 — w 1-011 w-A I I I I 3'-011 I I RIK F OP ®PSI '-O"kilt PART) T`RI �E STOP AI��ARE NT ITE �. A ® UK N P R T Z �1 Z3 Z4—) 1 1® 13 " w N N N N N N N N O N M cq [-� N N N 0 .-1wrn� N P. 00 0 VA o z z 0 oQa. w a U) z 0 U w V p U o Q(jxI, 'E Lm w' o �:3oc.. I- b I- b w �� U chi U to u) N Luo Lu U 0 W 0 c 0 w E U w. + F w a� w � c ca Ln E�o w a Zo w Its � � U- o Lu OPdDM IN NDS� RV ES O pWRS M T 0 Q N N ,-+ cn Q z 5p ORIGINAL j' 0 BEARING '4 TYP. 15 wars b. LEGENDS. WALL LEGEND: C - — — — — — INDICATES EXISTING WALLS .TO REMAIN OR NEW WALLS SHOWN ON THIS EXHIBIT AS BACK- GROUND ASV. FOR FOUNDATION OR FLOOR FRMG. INDICATES EXISTING WALL TO REMAIN. _-- INDICATES NEtk1-WALL. INDICATES EXISTING FOUNDATION TO REMAIN. INDICATES NEW FOUNDATION. STRUCTURAL NOTES: _ 1.) SEE GENERAL STRUCTURAL NOTES ON SHEET 61. -INDICATES EXTENT OF SHEAR WALL. INDICATES SHEAR WALL TYPE PER SHEAR WALL SCHEDULE ON 5HEET 51. "�T£' _ INDICATES NEVI! MANUFACTURED _ TRUSSES -s 24" O.C. IND ICATES. NEW MANUFACTURED GIRDER TRUSS. I 11 INDICATES SIMPSON MSTC 52 STRAP TO EDGE OF SHEAR WALL ABOVE PER DETAIL S/52 OR 10/S2, INDICATES SIMPSON MSTC roO STRAP TO EDGE OF SHEAR WALL ABOVE PER DETAIL 14/52. . INDICATES SIMPSON HTT5 HOLDOWN TO EDGE OF SHEAR WALL ABOVE PER DETAIL 13/52. .4 INDICATES NEW CONCRETE FOOTING PER F0010 -i& SCHEDULE ON SHEET Sl. Fx-x 9J ALL NEW BEAMS AT CRAWL SPACE PER PLAN TO, BE SUPPORTED W/ A P.T. 4 x 4 HFO1 POST W/ PC4X OR EPC41. POST CAP AND W/ A PFF44 POST BASE AT THE NEW FOOTING, INDICATES SIMPSON MST' &0 STRAP TO EDGE OF SHEAR WALL ABOVE PER DETAIL 12/62. 11. INDICATES A 4 x g P.T_ HF�I BEAM UNDER SHEAR WALL IN HUC4g HANGERS (5 LOCATIONS). 12. ALL SEAMS, HEADERS, AND .GIRDER. TRUSSES TO HAVE FULL BEARING WIDTH SUPPORT AND -'A MIN. OF (2) 2 .ic STUDS U.N.O. NOTE:®Jf1.4 TYP. I tK I III Ww I � z �Nx * Q� p wa TRIKESTOP DAYCARE CENTER ® SUIT ' WIL r II ` NOT SHORN ON THIS DRAINING t0 ALLOW SPACE FOR NOTES AND LEGEND AS SHOWN A{3OVE. A69� B - r � STRUCTURAL F THIS AREA FOR tads CURRENT LASE 5. - - ORIGINAL BEARING WALL NO S RUC URAL SCOPE O UJORK IN RE R R P t (VERIFY) I MsW I I ! XIST. CURB U- t�l�l fl I-� �'�C�S�ii1l, r ANttZ! y, I 'IT"" - MANUR TRU 5Y TRUSS MGF. � 2 4" O. I _ I E 134 coon ®+ M/i_r' I B.�,�`Tw&Ls �S c a � -0�-r® )i-� R� i-Az� 3z- i NEW I _ _ _ ( _ Q MTD. SKYL ICx T �' r 2 1 I`r fir, T W)- to + I LJ1Gf/� ss (Z3..vl2tir'iG Cad# Z�v/� w r ROOF I : I I- - - - - •J D` k � � J S z°'i '� rG' €-I , t G't•} T«_n sC P OVERHANG I W F�i4&ml tic, 15 f5xQoq&p: EXIST. CUR5- 11 MTD.- SKYLIGHT I , EXISTING - RGOF PA�4PETJACK-O EN T U55 S EXIST. CU- HALLWAY Illo- 4_ K Mt . S Y IG Ht 1 I D 8 TRUSS k 1 \ n- - T'1 I `U )k— p< t Sim. . - + 1. I 11 1 I I Ir II € fl _ -- - __ ___--- - - - 10 _. _ — _ _ — — — _ _ _ _ —7- - I , =� , "GT" - GIRDER TRUSS BY TRUSS MGF. . I. • . ® -#11 rI— mammmmmommm V • �° TRUSS HANGER BY I� +� f - � L-� =�- -� %. � , �.\ I I I � � +° � � t uss MFG. 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III W LJ €ITOIGT I TOILET ROOM ROOM I Lam- - - - - - - = - k --}- 1 % DE 15IN LINE I \ - - — — — W I)Ll 11t1 lxt rfi �-�- _ - _ �i € ` } F F7 — ,-� ' I I � 1 1 - — - �� - - \ — _ _ - _ ii �� rr �� — — — — — u iu u _ _ _ _ _ = I I - --- - - - I- -J-- _ z I I \I I I.€ I I 3 z I j I j ti/ Ii'� / \ , I I r- -# Ir - III i 7-�I J I I 1.9 \ II I I I # \ Il Iw III I # I I I Ib € 3 I 1 I ) I ICI �� II I III i - ____ I1K ,11 III! / / I r r — — QC L _ _ J / I I \ II \ L J Ir / II ,� 0 I I cn cS-2 0 - -1► -THREES REES L_ — — — — _ t� I r I I I I III w I I . _ , L �- _ � -1— 1 o w N o � U � B TRIKE STOP - PHASE 4 H NOT A PART - -n ORIGINAL BEARING WALL I III\ /111 I zIv € 1 \+/ (VERIFY)I 1 w I ,€€ \ / III I � OF II � CL At NEW 8I•4EAR WALL 5 TY 2\ X w z I If 5-2 �\ / II N� L-- DEMISlNG LINE €I \ / NEW DRAG STRUT TRUSS OVER SHEAR i.UALL o I I I I I IT l I I EI u ,€Li n Ill INII, ° � I--j I� W. I E - n F ICI I J K M. 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