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4200# =P05T BEARING LOAD IN POUNDS.THIS MINIMUM BEAM BEARING: MARK APPEARS AT SOME LOCATIONS RUCTURAL NOTES WHERE SPECIAL ATTENTION TO PROPER ROOF, FLOOR& WALL FRAMING BEAR FULL WIDTH OF BEAM ON FULL WIDTH & POST SUPPORT MAY BE REQUIRED. LENGTH OF POST,COLUMN OR STUD WALL WOOD POSTS: BOLDENOW RESIDENCE SPECIAL BEAM CONNECTIONS: CONTRACTOR 70 NORTH SHORE DRIVE 15 RESPONSIBLE FOR ALL BEAM CONNECTIONS POST BEARING: POST MAY BEAR ON A WALL ORONO MN NOT FULLY DETAILED ON DRAWING. ENGINEER 50LE PLATE, BUT BLOCK 50LID BETWEEN 50LE MAY BE CONTACTED FOR ASSISTANCE. PLATE AND STRUCTURE BELOW WITH SAME OR ARCHISTRUCTURES #0105-6 1150# INDICATES SPECIAL BEAM CONNECTION BETTER GRA0E/5PECIE5 AS P05T MATERIAL. LOAD IN POUNDS.THIS MARK APPEARS MULTIPLE PLY POSTS (E.G: 3-2X4): SHALL BE AT SOME LOCATIONS WHERE NOW CONSTRUCTION GRADE 5PF OR BETTER WITH SEE ACCOMPANYING LETTER OF CERTIFICATION. STANDARD BEAM HANGER OR SPECIAL EACH PAIR OF PLIES FASTENED BY(1)100 NAIL BEARING MAY BE REQUIRED. ®16"O.C.STAGGERED EACH SIDE. ASSUMED DESIGN LOADS: ROOF HOISTS: GLULAM POSTS: ROOF BALLAST: ROOFS ASSUMED TO BE NOW 2-5/16" WIDTH OF J015T FLANGE BY 16' DEEP. BALLASTED.CONTACT ENGINEER IF OTHERWISE. THE FOLLOWING ARE APPROVED.ENGINEER MAY POST BEARING: POST MAY BEAR ON A WALL SOLE PLATE, BUT BLOCK SOLID BETWEEN SOLE ROOF SNOW LOAD: OF51GN INCLUDES SNOW BE CONTACTED FOR OTHERS NOT LISTED: PLATE AND STRUCTURE BELOW WITH SAME OR SURCHARGE FOR DRIFTING,ETC.,PER CODE. /, BOISE-CASCADE: BETTER GRADE/5PECIE5 AS POST MATERIAL. FLOOR DEAD LOAD: INCLUDES FRAMING, •2-516"WIDE:8CI J0/5T 600 SERIES. GLULAM POSTS:SHALL BE SOUTHERN YELLOW SHEATHING.INSULATION,MECHANICAL,BUT NOT 2, GEORGIA-PACIFIC: PINE(COMBINATION#48), OR BETTER,A5 5UP- THICK5ET TILE, STONE, OR GYPCRETE. CONTACT . 2-5/16"WIDE:GP/35 JOIST. PLIED BY STRUCTURAL WOOD CORP.,OR EQUAL. ENGINEER IF OTHERWISE 1. ROOFS: SNOW LOAD: 40 P5F 3.LOUISIANA PACIFIC: STEEL COLUMNS:DEAD LOAD: 17 P5F •2-1/2"WIDE:LPI-32 SER/ES. BALLA5T/TILE NONE 4.TRUS JOIST MACMILLAN: COLUMN BEARING: DO NOT BEAR ON A WOOD 2. FLOORS: LIVE LOAD: 40 P5F •2-5/16"WIDE: TJl/PRO350 JOIST. SOLE PLATE OR FLOOR JOISTS. BEAR DIRECTLY DEAD LOAD: 15 P5F ON A PRIMARY STRUCTURAL MEMBER SUCH AS 5TONE/TILE NONE DIMENSIONAL LUMBER: COLUMN,BEAM.OR FOUNDATION WALL 3.GARAGE: VEHICLE LOAD. 50 P5F OR CAP PLATE: UNLE55 NOTED ON PLAN, CAP WHEEL LOAD: 2000# LUMBER FOR FRAMING SHALL BE #2 5PRUCE- PLATE SHALL BE V4"THICK BY 10"BY WIDTH OF 4. DECK: LIVE LOAD: 60 195F PINE-FIR OR BETTER. BEAM ABOVE. WITH HOLES FOR MINIMUM (2) DEAD LOAD: 5 P5F EXCEPTION: WALL 5TUD5 MAY BE CON5TRUC- 3/4"DIAM.A325 BOLTS. TION GRADE SPF OR BETTER. SEE AL50 NOTES BASE PLATE:SHALL BE 318"THICK BY MINIMUM BUILDING CODES: ON POSTS&BEARING WALLS' 10' BY 12" WITH HOLES FOR MINIMUM (2) 1/2" ALL CONSTRUCTION TO BE IN ACCORDANCE WnH MOISTURE EXPOSED WOOD: DIAMETER ANCHOR BOLTS BY 12'LONG PLUS 2" HOOK.(EXPANSION BOLTS MAYBE SUBSTITUTED STRUCTURAL REQUIREMENTS OF APPLICABLE AT CONTRACTOR'S OWN RISK.) NATIONAL,STATE,AND LOCAL CODES. ALL WOOD EXPOSED TO EITHER EXTERIOR OR INTERIOR MOISTURE CONDITIONS, SUCH AS WINDOW DEFLECTION: STANDARD OF CARE: PO5T5, BEAMS OR WALL PLATES IN DIRECT CONTACT WITH CONCRETE OR MA50NKY, SHALL CONTRACTOR SHALL INSTALL ALL WINDOW THE STANDARD OF CARE FOR ENGINEERING BE TREATED#2 SOUTHERN PINE. UNITS,GLA55 DOORS AND'OTHER GLASS FOR SERVICES SHALL BE THE ABOVE QUALITY STAN- DECKS: ALL WOOD SHALL BE MINIMUM #2 MAX.ALLOWABLE DEFLECTION=U175.(E.G., OE- DARD5, PRACTICED WITH THE LEVEL OF CARE CEDAR, #2 REDWOOD, OR PRESERVATIVE FLECTION FOR 8'-0"HIGH UNIT= 8 X 12/ 175 = AND SKILL THAT IS CUSTOMARY TO OTHER TREATED#2 SOUTHERN PINE. 0.55"). CONTACT ENGINEER, IF MANUFAC- ENGINEERS UNDER SIMILAR CONDITIONS. WITH- TURER'S REQUIREMENTS ARE MORE STRINGENT. OUT IMPLYING A GUARANTEE OR WARRANTY. WOOD TRUSSES: INTERIOR BEARING WALL: DESIGN RESPONSIBILITY: IF FINAL TRUSS LAYOUT VARIES FROM THAT SHOWN ON DRAWINGS, FABRICATOR SHALL INTERIOR LOADBEARING WALL: MINIMUM STRUCTURAL ENGINEER: SHALL BE RE5PON- SUBMIT ERECTION DRAWING TO ENGINEER FOR 2X4 ® 16" O.C. CONSTRUCTION GRADE SIBLE FOR DESIGN OF "PRIMARY" STRUCTURE COORDINATION WITH OVERALL DESIGN. SPRUCE PINE FIR OR BETTER. TO THE EXTENT SHOWN ON DRAWINGS, SUCH AS:1)BEAMS AND COLUMNS,2)LOAD-BEARING SNOW SURCHARGE: DESIGN TRUSSES FOR STEEL BEAMS: AND FOUNDATION WALLS,3)PIERS&FOOTINGS. ANY ADDITIONAL LOADS REQUIRED BY CODE. CONTRACTOR: SHALL BE KE5PON5I5LE FOR WEB STIFFENERS: PROVIDE 1-5HAPE BEAMS ALL OTHER STRUCTURE, EXCEPT AS SPECIFIED LUMBER HEADERS: WITH 3/16"THICK BY 2"WEB STIFFENERS BOTH ON DRAWINGS,INCLUDING:1)JOISTS,RAFTERS, 51DE5 OF WEB AT ALL BEARING POINTS. HEADERS, POSTS, 2) SLABS, 3) STAIR FRAM- GRADE & SPECIES TO BE #2 SPRUCE-PINE-FIR (APPLIES ONLY TO STEEL BEAMS THAT WEIGH ING.4)FINISH WORK,5)FIREPLACE,ETC. OR BETTER. 35#OR MORE PER FOOT.) BEARING:FRAME ALL HEADER OPENINGS WITH STEEL BEARING ON MASONRY/CONCRETE: LINEAR VENEER LUMBER(LVL) DOUBLE WALL STUD. BEAR HEADER ON ONE UNLESS OTHERWISE DETAILED ON PLAN: STUD.RUN 2ND STUD UP PAST END OF HEADER. . ANCHOR BOLTS: CONNECT WITH MINIMUM ALLOWABLE DESIGN STRESSES: 2600Fe 1.9E (2) V2" DIAMETER ANCHOR BOLTS (A307 OR BETTER. SPECIAL POST LOADS: GRADE) BY 12-LONG PLUS 2"HOOK. EXPAN- MULTIPLE PLY BEAMS:FASTEN TOGETHER PER 51ON BOLTS MAY BE 51.1135TITUTED AT CON- MANUFACTURERS REQUIREMENTS. CONTRACTOR IS RESPON5I13LE FOR SUPPORT OF TRACTOR'S OWN RISK. ANY POST LOADS NOT FULLY DETAILED ON WEATHER PROTECTION: IT IS RECOMMENDED DRAWING. ENGINEER MAY BE CONTACTED FOR • GROUT BED:SUPPORT STEEL MEMBERS ON THAT ALL LVL MATERIAL RECEIVE A FACTORY ASSISTANCE. A 1/2'BED OF GROUT. APPLIED RE51N-IMPREGNATED OVERLAY: WATER- SHED BY TRUS J015T MACMILLAN OR SIMILAR.