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SINGLE PLATESINGLE PLATEHEADER16d NAILS @ 16" O.C.NONEHEADER DETAIL2(2) 16d NAILS PER STUDSINGLE PLATETYPICAL STUDS PER SCHEDULE(2) 2x10 HEADERDOUBLE TOP PLATESILL PLATENONETYPICAL SINGLE STORY WOOD FRAMED WALL(2) 16D NAILS TOP AND BOTTOM.(8) 16d NAILS EA SIDE OFJOINT& 16d NAILS @ 16"O.C. BETWEENSPLICES.STAGGER SPLICES BY ATLEAST 48"(2) 16d THRU NAILS PERSTUD OR (4) 8d TOENAILS.SINGLE PLATE(2) 16D NAILS1SINGLE JACK STUD AND DOUBLEKING STUD. FASTEN TOGETHERw/ 16d NAILS @ 24" O.C.NONETYPICAL INTERIOR ATTACHMENT334" T&G APA-RATEDPLYWOOD SUBFLOOR2x8 JOIST8d @ 6" O.C.3/8" DIAM. x 5" LAG BOLTS 24" o.c.(MINIMUM OF 10 BOLTS)THROUGH STEEL I-BEAM SUPPORTINTO SILL PLATE AND RIM JOISTSSTAGGER INTO ALTERNATING PLYSW/1 EACH ENDNONETYPICAL INTERIOR BOX ATTACHMENT AT SHEARWALL534" T&G APA-RATEDPLYWOOD SUBFLOORDOUBLE 2x8 JOISTUNDER SHEARWALL20d RS NAILS@ 6" O.C.2x4 STUDNONETYPICAL EXTERIOR BOX ATTACHMENT TO RAKER BEAMS434" T&G APA-RATEDPLYWOOD SUBFLOORDOUBLE 2x8 JOISTUNDER ENDWALL8d @ 6" O.C.3/8" DIAM. x 5" LAG BOLTS 24" o.c.(MINIMUM OF 10 BOLTS)THROUGH STEEL I-BEAM SUPPORTINTO SILL PLATE AND RIM JOISTSSTAGGER INTO ALTERNATING PLYSW/1 EACH END2x4 STUD2x8 RAFTERS @ 12" O.C.#2 OR BTR SPFHEADERDOUBLE 2X8 JOIST#2 OR BTR SPF2x4 @ 16" O.C.2x SILL W/20d RS NAILS@ 6" O.C. TO JOISTHUC 28-2 HANGER(TYP. U.N.O.)MSTC48B3 STRAPEACH END OFSTUD WALLNONEEXTERIOR SHEAR WALL634" T&G APA-RATEDPLYWOOD SUBFLOOR34" T&G FLOORSHEATHINGRAFTER TIERAFTER TIE2x4 STUDS@ 16" O.C.2x6 STUDS@ 16" O.C.2x6 TREATED .40 CCA SILL PLATE, #8 STAINLESSSCREWS @ 18" O.C. INTO ALTERNATING PLYS FACECOVERED WITH STEEL COIL STOCKFASTEN BOTTOM PLATE OF ENDWALL TO TRIPLE END RIM JOISTWITH 30d R.S. NAILS EVENLYSPACED AND STAGGERED.16d RS TOENAILS @ 6"THRU RAFTER INTOPLATE.CONTINUOUS 1x4 TREATEDDIMENSIONAL LUMBER.PAINT TO MATCH EXTERIORSIDING COLOR.DOUBEL 2x8 RAFTERS #2OR BTR SPFHEADERDOUBLE 2X8 JOIST#2 OR BTR SPF2x4 @ 16" O.C.2x SILL W/20d RS NAILS@ 6" O.C. TO JOISTHUC 28-2 HANGER(TYP. U.N.O.)MSTC48B3 STRAPEACH END OFSTUD WALLNONEINTERIOR SHEAR WALL734" T&G APA-RATEDPLYWOOD SUBFLOOR34" T&G FLOORSHEATHINGRAFTER TIERAFTER TIE2x4 STUDS@ 16" O.C.2x6 STUDS@ 16" O.C.2x6 TREATED .40 CCA SILL PLATE, #8 STAINLESSSCREWS @ 18" O.C. INTO ALTERNATING PLYS FACECOVERED WITH STEEL COIL STOCKFASTEN BOTTOM PLATE OF ENDWALL TO TRIPLE END RIM JOISTWITH 30d R.S. NAILS EVENLYSPACED AND STAGGERED.16d RS TOENAILS @ 6"THRU EACH RAFTERINTO PLATE.CONTINUOUS 1x4 TREATEDDIMENSIONAL LUMBER.PAINT TO MATCH EXTERIORSIDING COLOR.GENERAL NOTES:1. THESE DOCUMENTS REPRESENT A STABLE STRUCTURE ONLY ITS COMPLETED STATE. THE PRESS BOX MANUFACTURERSHALL BE RESPONSIBLE FOR THE MEANS AND METHODS REQUIRED TO CONSTRUCT THE STRUCTURE IN A SAFE MANOR.TEMPORARY SHORING AND BRACING REQUIRED TO RESIST LOAD IMPARTED ON THE STRUCTURE DURING CONSTRUCTIONFROM DEAD LOADS, LIVE LOADS, SOIL PRESSURE, CONSTRUCTION LOADS, WIND LOADS, SEISMIC LOADS, ANDUNBALANCED LOADING IS THE RESPONSIBILITY OF THE PRESS BOX MANUFACTURER.2. THE PRESS BOX MANUFACTURER IS RESPONSIBLE FOR MAINTAINING A SAFE CONSTRUCTION SITE THAT IS INCOMPLIANCE WITH ALL OSHA REQUIREMENTS.3. THE PRESS BOX MANUFACTURER IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO CONSTRUCTION.DIFFERING EXISTING CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE STRUCTURAL ENGINEER.4. PRIOR TO CONSTRUCTION, THE PRESS BOX MANUFACTURER SHALL COORDINATE BETWEEN THE ARCHITECTURAL,STRUCTURAL AND MEP DRAWINGS TO IDENTIFY CONFLICTS BETWEEN THE DISCIPLINES. THESE CONFLICT SHALL BEREPORTED IMMEDIATELY TO THE DESIGN TEAM FOR CLARIFICATION.WOOD FRAMING:1. WOOD DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE FOLLOWINGA. NDS 2005 - NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.2. ALL FRAMING LUMBER SHALL BE IDENTIFIED WITH A GRADE MARK UNO. LUMBER USED SHALL BE KILN DRIED COMPLYINGWITH THE FOLLOWING MINIMUM DESIGN PARAMETERS UNO. ALTERNATIVE MATERIAL WITH BETTER DESIGN VALUES MAYBE USED WITH PRIOR APPROVAL.3. UNO, WOOD TO WOOD CONNECTIONS SHALL COMPLY WITH THE IBC FASTENING SCHEDULE, TABLE 2304.9.1.4. FASTENERS USED IN PRESERVATIVE TREATED AND FIRE-RETARDANT WOOD SHALL BE HOT DIPPED GALVANIZEDFASTENERS.5. THE USE OF COMMON WIRE NAILS IS ASSUMED IN ALL CONNECTION. USE OF OTHER TYPES OF NAILS MUST BE APPROVEDBY THE ENGINEER PRIOR TO CONSTRUCTION AND MAY INCREASE THE NUMBER OF FASTENERS USED.6. BOLTED CONNECTIONS ARE TO BE INSTALLED THRU PREDRILLED HOLES NO LARGER THAN116" LARGER THAN THE BOLTDIAMETER. BOLTS ARE TO BE STANDARD HEX FULL DIAMETER BOLTS COMPLYING WITH SAE J429 WITH A FASTENER YIELDSTRENGTH OF 45,000psi. STANDARD WASHERS ARE TO BE USED UNDER ALL NUTS AND BOLT HEADS.7. LAG SCREWS ARE TO BE INSTALLED IN PREDRILLED HOLES.8. ALL WOOD MEMBERS, COLUMN, AND POSTS ARE TO HAVE FULL END BEARING. CUT ALL WOOD MEMBERS TO BEAR TIGHTLY.9. ALL METAL CONNECTIONS SHOWN SHALL BE AS MANUFACTURED BY SIMPSON STRONGTIE COMPANY. CONTRACTOR SHALLUSE THE LARGEST NUMBER OF FASTENERS ASSOCIATED WITH THE PARTICULAR CONNECTION. TYPICAL METALCONNECTIONS SHALL HAVE A GRAY PAINT FINISH. EXTERIOR CONNECTIONS, AND CONNECTIONS IN CONTACT WITHPRESSURE TREATED LUMBER SHALL BE COATED WITH ZMAX COATING AND SHALL USED HOT-DIP GALVANIZED FASTENERS.10. DOUBLE TOP PLATES SHALL BE LAPPED AT ALL CORNERS AND INTERSECTIONS.ITEM MATERIALFbFt Fv Fc_PERP Fc_PARR EWALL STUDS/TOPPLATES/SILL PLATESNOT BEARING ONCONCRETESPF No 1/No 2875 450 135 425 1150 1400000BEAMS AND HEADERS HEM FIR No 2 850 525 150 405 1300 1300000LUMBER IN CONTACTWITH CONCRETE ORMASONRY/ EXTERIORLUMBER. ACQTREATMENTSo PINE No 2 AS PER SPIBWOOD ROOF/FLOOR SHEATHING ON WOOD FRAMING:1. WOOD STRUCTURAL PANEL DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE FOLLOWINGA. NDS 2005 - NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.B. AWC SDPWS 2008 - SPECIAL DESIGN PROVISIONS FOR WOOD AND SEISMIC.C. AMERICAN PLYWOOD ASSOCIATION.D. ENGINEERED WOOD ASSOCIATION.E. PS1/PS2 FOR WOOD STRUCTURAL PANELS, OR ANSI A208.1 FOR PARTICLE BOARD SHEATHING.2. ALL WOOD PANELS SHALL BE CONTINUOUS OVER A MINIMUM OF TWO SPANS WITH A MINIMUM PANEL WIDTH TO EXCEED2'-0" UNLESS ALL PANEL EDGES ARE BLOCKED.3. UNO ALL PANELS SHALL BE CLASSIFIED AS "RATED SHEATHING".4. ALL CUTS ON OSB MATERIAL SHALL BE RESEALED USING MANUFACTURES SUGGESTED METHODS.5. UNO, ALL PANELS SHALL BE MANUFACTURED USING EXTERIOR GLUE AND RATED FOR EXPOSURE 1 CONDITIONS.6. WOOD SHEATHING PANELS SHALL BE PLACED LEAVING A18" GAP BETWEEN ADJACENT SHEETS ALLOWING FORDIMENSIONAL CHANGE OF THE PANEL7. SHEATHING THICKNESS AND ATTACHMENT SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE8. FASTENING SHALL BE ACCOMPLISHED WITH COMMON NAILS WITH NAILS DRIVEN SO THAT THE HEAD OF THE NAIL ISFLUSH WITH THE SURFACE OF THE SHEATHING.9. FASTENERS SHOULD NOT BE LOCATED CLOSER THAN38" FROM PANEL EDGES.10. PANELS SHALL BE ORIENTATED WITH STRENGTH AXIS RUNNING PERPENDICULAR TO SUPPORTS AND SO THAT EACH PANELJOINT OCCURS OVER THE TOP OF A SUPPORTING MEMBER OR BLOCKING, UNLESS BLOCKING IS SPECIFICALLY NOTED TOBE OMITTED.11. ROOF PANELS SHALL BE STAGGERED BY12 SHEET TO ELIMINATE A CONTINUOUS PANEL JOINT.LOCATIONTHICKNESS PANEL EDGES FIELDFLOOR0'-0 3/4"8d NAILS @ 6" O.C. 8d NAILS @ 12" O.C.ROOF0'-0 3/4"8d NAILS @ 6" O.C. 8d NAILS @ 12" O.C.THE DESIGNS AND PLANS INDICATED ON THISDRAWING, ARE THE PROPERTY OF PRO-BUILD,OSAKIS, MN. ALL RIGHTS ARE RESERVED. NODESIGNS OR PLANS WILL BE USED ORREPRODUCED IN ANY FORM OR BY ANY MEANSWITHOUT WRITTEN PERMISSION OF PRO-BUILD,OSAKIS, MN.AUTHORIZED BY:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE:LICENSE #:PRINTED NAME: JOE A. NICHOLSON441044/20/16STRUCTURAL DESIGN CRITERIA:1. THE GOVERNING BUILDING CODE SHALL BE THE 2015 MINNESOTA STATE BUILDING CODE.A. REFERENCED CODE : IBC 2012B. BUILDING OCCUPANCY CATEGORY I2.3.4.GRAVITY LOADS LOADS NOTESROOF DEAD LOADWOOD 13PSFROOF LIVE LOADROOF SNOW LOAD 30.2PSF TYPICALPf50.0Ce 0.9I0.8Ct 1.2 TYPICALFLOOR DEAD LOADWOOD 10PSFFLOOR LIVE LOADTYPICAL 50PSFSTAIRS 100PSFMFRS WIND LOADSBASIC WIND SPEED 115MPHRISK CATEGORYIEXPOSURE CCPi+/-.18115 MPH COMPONENT AND CLADDING PRESSURE (PSF)ZONE EFFECTIVE WIND AREA10 SQ-FT 20 SQ-FT 50 SQ-FT 100 SQ-FT 500 SQ-FT1 14.5 -35.5 13.6 -34.6 12.4 -33.4 11.5 -32.5214.5-59.5 13.6 -53.2 12.4 -44.811.5-38.4314.5-89.5 13.6 -74.2 12.4 -53.811.5-38.5435.5 -38.4 33.8 -36.8 31.7 -34.7 30.1 -33.1 26.4 -29.5535.5-47.533.8 -44.3 31.7 -40.1 30.1 -36.8 26.4 -29.5