2105 MCDOUGALL AVE A 2024 Plans 2025-07-14

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NEW(3)2X10BEAM EXIST.IIn F4 F.1 I III `'fi e Bq Q,e� was ryS� I II II II II II EXISTING BEAM TO BE REMOVED;II I II poi r SHORING AS R S TO T CONTRACTOR SHALL PROVIDE�11TINGS REMOVED;CONTRACTOR I TEMPORARY SHORING AS REQ D E TEMPORARY I PRIOR TO DEMOLITION WORKS EQ'D PRIOR n II IMPORTANT NOTE: TO POST REMOVAL IiiII II II ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS I SPLICE EXISTING FLOOR JOISTS �S ORALS MIN.OF MEDIUM DENSE NATIVE SOIL OR COMPACTED Q 16"O.C.WITH NEW MEMBERS I S/ONAL tiN STRUCTURAL FILL(NO SOFT OR ORGANIC MATERIALS) - I OPTION 1:(2 #2 I II II II II II II C9e29FR I PROVIDE LUS HANGER II I II II II II II TO EACH JOISTALONG II II RIM BOARD HEADER II II 2X10 RIM BOARD �_--- --I. AS A HEADER MATT HECK n B4SEMEONT 7 M4" 0.. MCDOUGALL AVE EVERETT ISOLATEDFOOTING SCHEDULE IMPORTANT NOTES FOR CONTRACTOR: 1.ID TYPE WIDTH LENGTH THICKNESS COUNT REINFORCEMENT NECCE PROVIDE PRIOR SHORING AS NECCESSARY PRIOR TO DEMOLITION WORKS F-1 RECTANGULAR 38" 38" 10" 1 4-#4E.W. 2.NOTIFYENGINEEROFANYDISCREPANCY IN COMPARISON WITH STRUCTURAL F-2 RECTANGULAR 33" 33" 10" 3 4-#4 E.W. DOCUMENTS AND FIELD CONDITIONS 2105 MCDOUGALL AVE, F-4 RECTANGULAR 36" 36" 1 10" 1 4-#4 E.W. o CONTRACTOR NOTES EVERETT,WA 98201 1/4"=1'-0" IMPORTANT NOTES ON DRAWING REVIEW,FIELD VERIFICATION,TEMPORARY SHORING REINFORCE EXISTING JOISTS AND WATERPROOFING: WITH NEW MEMBERS PER PLAN, EACH MEMBER SHALL BE 1.CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION& PROVIDE BLOCKING, FASTENED TO ADJACENT WITH NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WITH - IF MISSING (2)10d COMMON NAILS @ 12'.O.C. ARCHITECTURAL DOCUMENTS OR FIELD CONDITIONS. - -- 2.IN REMODELIRETROFIT PROJECTS,CONTRACTOR MUST FIELD VERIFY&NOTIFY DESIGN TEAM/OWNER OF EXISTING MECHANICAL,PLUMBING,AND ELECTRICAL LINES EXISTING BEAM THAT MAY INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION. EXISTING BEAM EXISTING BEAM AND POST TO BE STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE PROVIDE AC POST REMOVED;CONTRACTOR SHALL TO LIMITED AVAILABLE INFORMATION. CAP,BOTH SIDES(OR NEW BEAM BELOW PER PLAN, PROVIDE TEMPORARY SHORING AS 3.CONTRACTOR SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING SIMILAR ALTERNATIVE) SHALL BE SCREWED TO REQ'D PRIOR TO DEMOLITION WORKS PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. EXISTING BEAM WITH 4.ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS. SDWS221000 SCREW @ 6"O.C. CONTRACTORIOWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED PROVIDE ABU POST BASE W/ IMPORTANT NOTES ON FOUNDATION AND FRAMING: NEW POST 5/8"X 5 STRONG BOLT 2 PROVIDE ABU POST BASE W/ 1.ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS AT MIN.OF MEDIUM DENSE PER PLAN - (OR SIMILAR R ALTERNATIVE) PROVIDE POST PER PLAN WITH 5/8"X 5112"STRONG BOLT 2 NATIVE SOIL OR COMPACTED STRUCTURAL FILL TO AT LEAST 95%OF MAX.DRY FOOTING REINFORCEMENT ADDITIONAL2X6 MEMBER,NAILED (OR SIMIaRALTERNATIVE) DENSITY BASED ON ASTM D1557.GEOTECHNICAL ENGINEER MAY INSPECT TO VERIFY DRAWING INFO PER SCHEDULE TO POST W/10d NAILS @ 6"O.C. I - THAT THE FOUNDATION WILL BEAR ON SUITABLE MATERIAL. FOOTING REINFORCEMENT - 2.FOR FRAMING LUMBER TYPES AND GRADES,AND CONCRETE MIX REQUIREMENTS PER SCHEDULE PLEASE SEE S-0 ISSUE DATE 05-29-24 O "j a_ •; _ ,,, 3.FOR PLYWOOD/OSB SHEARWALL SCHEDULE&HOLDOWN ANCHOR SIZE AND _ _ _ _ _ _ EMBEDMENT,PLEASE SEE S-XX(WA) HIDTH&LENGTH ISOIL PER NOTES PREPARATIONS _ •— — <—III—III— — '• 5.PROVIDE 24.FOR Q2X6 0RD(3)2X4ER �STUD PONG STS AT EACHIL AND END OF BEAMS,DER SIZE,SEE NLESS NOTED ISSUED FOR PERMIT _— .—{�- -III—PER SCHEDULE—I I— -III—III— `—III—IPER OILNOTE5 ONTS-NRE S III—III— OTHERWISE ON PLAN III III .III III III—III—III—III—I 6.SLAB ON GRADE SHALL BE MIN.4"THICK WITH#3 AT 18"EACH WAY(AT MID_ PROJECT PROJECT NO. 24103 Section A n Section B ON 6"COMPACTED CRUSHED ROCK.SAWCUT JOINT(1"DEEP)AT 15 FT MAX.SPACING 1/2"=1'-O" �+ 'I/2"=1'-O'� EACH WAY SHALL BE DONE WITHIN 4 TO 12 HOURS AFTER FINISHING,DEPENDING ON WEATHER. ENGINEER BB 7.FLOOR SHEATHING SHALL BE 3/4"PLYWOOD OR OSB WITH 10d AT 6"NAILING AT EDGES&BLOCKING AND AT 12"AT FIELD 8.ROOF SHEATHING SHALL BE I/2"PLYWOOD OR OSB WITH 8d AT 6"NAILING AT EDGES REVISION SCHEDULE &BLOCKING AND AT 12"AT FIELD " IMPORTANT NOTES ON TRUSS AND LUMBER PACKAGE/LUMBER PACKAGE REVIEW: NO. DATE DESCRIPTION 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=U480 ROOF TOTAL LOAD=L/240 FLOOR/DECK LIVE LOAD =U600 ROOF SNOW LOAD=U300 "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: O z SIMPSON WSW WOOD (pl CONTINOUS S 4 STRONG WALL(24"WIDE) ``7� POST PLYWOODo FRAMING PLANS FJ SHEARWALL Q BELOW THIS FLOOR AND DETAILS 1 R POST STARTS AT OA SHEARWALL HOLDOWN THIS FLOOR 0LEGEND AND NOTES S�1 \_J 1/4s_1�_0, Copyright b2 SWclural Engineers 2008