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WOOD FRAMING: <br /> CIENER,4L. DF/L "2 4x/ 6x SEAMS, HEADERS, POSTS <br /> THE CONTRACTOR SHALL INSPECT THE SITE AND SOIL HF "2 EXTERIOR AND BEARING STUDS, PLATES, JOISTS, <br /> CONDITIONS AND VERIFY SITE AND BUILDING DIMENSIONS RAFTERS AND LIGHT FRAMING. <br /> BEFORE COMMENCING WORK. HF STD. NON-BEARING, INTERIOR STUDS, PLATES. <br /> PROVIDE TEMPORARY BRACING AS REQUIRED DURING <br /> ERECTION. C1LUED LAMINATED MEME3ERS= <br /> VERIFY SIZE AND LOCATION OP ALL OPENINGS IN FLOOR , ROOF <br /> AND WALLS WITH MECHANICAL AND ELECTRICAL WORK_ GLU-LAM MEMBERS SHALL SE A.I.T.G. CERTIFIED. <br /> PREFABRICATED ITEMS SHALL BE HANDLED AND INSTALLED DF/DF-24F-V4 OR SIMPLE SPAN BEAMS. <br /> PER MANUFACTURER'S RECOMMENDATION. DF/DF 24F-VS FOR CANTILEVERED BEAMS AND CONTINUOUS <br /> SPANS WHERE NOTED ON THE PLANS. <br /> FOUNDATIONS: APPLY ONE COAT OF END SEALER IMMEDIATELY AFTER <br /> TRIMMING <br /> 1. EXTEND ALL FOOTINGS DOWN TO FIRM UNDISTURBED SOIL IS <br /> INCHES BELOW ADJACENT GRADE. ENGINEERED LUM3ER: <br /> 2. CENTER FOOTINGS ON COLUMNS AND WALLS EXCEPT WHEN <br /> DIMENSIONED OTHERWISE. LSL TO BE 1.55E UNO <br /> 3. WIDEN FOUNDATION AND FOOTINGS 4 INCHES TO SUPPORT LVL TO BE 1.8E OR BETTER UNO <br /> MASONRY VENEER WHERE APPLICABLE. VERIFY LOCATIONS. PSL TO BE 2.OE OR SETTER UNO <br /> CONCRETE: SHEATINC : <br /> 1. CONCRETE DESIGN BASED ON 2500 PSI NO SPECIAL ROOF AND WALL SHEATHING SHALL BE 1/16" APA RATED <br /> INSPECTION REQUIRED. SUPPLIED CONCRETE TO BE SHALL BE SHEATHING UNO. NAIL WITH ad 6" O. C. 'a EDGES, 12" O. C. e <br /> 5.5 SACK MIX, 3000 PSI AT 25 DAYS UNO. TO BE AIR-ENTRAINED FIELD. FLOOR SHEATHING SHALL SE 3/4" NOMINAL TEG APA <br /> (5% - 1%) 3000 PSI AT 25 DAYS WHERE EXPOSED TO WEATHER RATED SHEATHING GLUED AND NAILED WITH 8d m 6" O. C. <br /> FOR DURABILITY. EDGES, 12" O. C. AT FIELD. SUPPORT PANEL EDGES PER APA <br /> 2. SLAB ON GRADE (HEATED SPACES) 4" CONCRETE SLAB WITH RECOMMENDATIONS. <br /> 1.4 6x6 W. W. MESH. 1" SAND OVER 6 MIL VAPOR BARRIER OVER <br /> 4" COARSE GRADE GRAVEL FILL. R-I0 x 24" RIGID INSULATION FDR.EFA5RICATED JOISTS / TRUSSES: <br /> AT PERIMETER WHERE SLAB IS LESS THAN 2' BELOW GRADE. PREFAB JOISTS AND TRUSSES SHALL BE DESIGNED BY THE <br /> MANUFACTURER. ENGINEERED SHOP DRAWINGS AND LAYOUT <br /> STEEL: SHALL BE SUBMITTED FOR APPROVAL. BRACING AND <br /> I. REINFORCING STEEL SHALL BE 4*4, GRADE 40. ALL BARS SHALL CONNECTIONS SHALL BE DESIGNED AND DETAILED BY THE <br /> SE CLEAN, DRY AND TIED IN PLACE. LAP SPLICES 15 INCHES MANUFACTURER. <br /> MINIMUM. <br /> 2. ANCHOR BOLTS SHALL SE 1/2" DIA. x 10" WITH 0.229" X 3" X 3" TRUSS LOADING SHALL TAKE LIVE LOADING SPECIFIED IN TABLE <br /> SQUARE PLATE WASHERS. SPACE AT 12" MAXIMUM AND 1 BOLT R30I.5 INTO ACCOUNT FOR BOTTOM CHORD LIVE LOADING OF 20 <br /> DIAMETERS MINIMUM FROM CORNERS, SPLICES AND PLATE ENDS. PSF. IF TRUSSES ARE DESIGNED FOR ATTICS WITHOUT STORAGE, <br /> SPACE ANCHOR BOLTS AT 6 FEET 0. C. FOR SINGLE STORY AND OR DO NOT MEET THE LIMITED STORAGE REQUIREMENTS, THE <br /> 4 FEET O. C. FOR TWO STORY. SEE SHEAR SCHEDULE FOR BOTTOM CHORD CAN BE DESIGNED FOR 10 PSF. <br /> SPACING AT SHEAR WALLS. ANCHOR BOLTS SHALL HAVE 1" <br /> MINIMUM EMBEDMENT. i" THREADED ROD, EPDXIED A MINIMUM OF HANGERS/FASTENERS: <br /> 4" INTO CONCRETE, OR " STRONG BOLT WITH 4" EMBEDMENT CAN ALL HANGERS AND FRAMING ANCHORS ARE TO BE SIMPSON OR <br /> BE SUBSTITUTED FOR CAST IN PLACE ANCHOR BOLTS EQUAL. ALL ML_TAL IN CONTACT WITH PRESSURE TREATED WOOD <br /> 3. STRUCTURAL STEEL PLATE IS TO BE A36 UNO AND FOR SEAMS ARE TO SE ZMAX, HDG(G185), STAINLESS STEEL, OR MEET ASTM A <br /> IS TO BE A992-50 UNO 13 OR A 653 STANDARDS. REFER TO IRC R311.3.1 OR IBC A <br /> 2304.9.5.1. JJJ <br />