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ROOF SHEATHING <br />PER STRUCT. NOTES <br />PROVIDE SHEATHING WITH <br />NAILING PER SHEAR WALL <br />SCHEDULE (FOR SW-1) <br />AND FASTEN WALL TO <br />BEAM BELOW WITH SIMPSON <br />SDWS SCREWS AT 32" O.C. <br />SIMPSON LUS210 <br />HANGER EA. JOISTS. AT <br />BEAM PROVIDE SIMPSON <br />HUC410 HANGER <br />G.L. BEAM <br />PER PLAN <br />ROOF RAFTER PER PLANF- <br />SIMPSON CLIP PER SHEAR <br />WALL SCHEDULE AT <br />SHEAR WALL LOCATIONS, <br />OTHERWISE PROVIDE <br />SIMPSON A35 OR RBC <br />CLIP AT EA. BLOCK <br />2x BLOCKING, <br />PROVIDE <br />VENTILATION AS <br />REQUIRED <br />OVERHANG <br />PER <br />PLAN <br />PROVIDE 4x8 HDR BELOW <br />(2) CLERESTORY WINDOWS <br />AT CENTER OF WALL <br />(OPENING NOT SHOWN) <br />SHEAR WALL SHEATHING PER <br />SHEAR WALL SCHEDULE AND <br />STRUCT. NOTES <br />SIMPSON SCREWS PER <br />SHEAR WALL SCHEDULE <br />SIMPSON CLIPS PER <br />SHEAR WALL SCHEDULE <br />FLOOR SHEATHING PER <br />STRUCTURAL NOTES j \ <br />FLOOR JOISTS PER <br />FLOOR FRAMING PLAN <br />EXIST, WOOD FRAMED WALL <br />WITH SHEATHING PER <br />SHEAR WALL SCHEDULE <br />ROOF SHEATHING AND NAILING <br />PER STRUCTURAL NOTES <br />SIMPSON H1 CLIP AT <br />EACH RAFTER, TYP. <br />NEW OR EXIST. WOOD <br />FRAMED WALL PER PLAN <br />ATTACH 2x LEDGER TO WALL <br />WITH SIMPSON SDWS SCREWS <br />AT 16" O.C. AT STUD <br />LOCATIONS (SDWS22500) <br />ATTACH EA. 2x RAFTER TO 2x <br />LEDGER WITH SIMPSON LSSJ21OZ <br />SLOPED HANGER, TYP. <br />S2 <br />WALL SHEATHING <br />(SW-1) AND SIMPSON <br />SDWS AT 32" O.C. <br />(SDWS450ODB, TYP. <br />U.N.0) <br />PROVIDE SIMPSON <br />LUS210 HANGER AT EA. <br />FLOOR JOIST TO 2x RIM <br />CUT EXIST. CEILING JOISTS TO <br />FIT AND ATTACH EA. EXIST. <br />JOIST TO 2x RIM JOIST OR <br />FLUSH BEAM (WHERE OCCURS) <br />WITH SIMPSON LUS24 HANGER <br />2x4 FLAT OUTRIGGE <br />AT 24" O.C. WITH <br />10d END NAILS <br />ROOF RAFTER PER <br />STRUCTURAL NOTES: <br />NAI LS: <br />NAILING SHALL BE IN ACCORDANCE WITH FASTENING SCHEDULE TABLE <br />23-25 IN ICC—ES EVALUATION REPORT ESR-1539 PREPARED FOR THE <br />INTERNATIONAL STAPLE, NAIL AND TOOL ASSOCIATION (ISANTA). ALL <br />NAILS SHALL HAVE STANDARD SIZE ROUND HEADS UNLESS NOTED <br />OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL <br />BE AS FOLLOWS: <br />10d 3" x 0.131 " DIA. <br />10d COMMON 3" x 0.148" DIA. <br />ALL NAILS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE <br />TREATED WOOD SHALL BE HOT —DIPPED GALVANIZED PER ASTM <br />A153—CLASS D. <br />SCREWS INSTALLED IN WOOD: <br />SCREWS FOR INSTALLATION IN WOOD SHALL BE MANUFACTURED BY THE <br />SIMPSON STRONG —TIE COMPANY IN ACCORDANCE WITH [CC —ES REPORT <br />ESR-2236 AND IAPMO USES REPORT #192. THE SCREW DIAMETERS <br />AND LENGTHS ARE AS FOLLOWS: <br />SDWS22 <br />(0.22" DIAMETER, <br />LENGTHS: <br />3" — 10") <br />SDWS22 SCREWS <br />HAVE PROPRIETARY <br />CORROSION —RESISTANT COATINGS <br />EQUIVALENT TO ASTM A153—CLASS D <br />AND ARE <br />INTENDED TO BE USED <br />WHERE EXPOSED <br />TO WEATHER OR IN <br />CONTACT <br />WITH MOST PRESSURE <br />TREATED WOOD. <br />EQUIVALENT SCREWS <br />BY OTHER <br />MANUFACTURER'S MAY <br />BE SUBSTITUTED <br />PROVIDED THEY HAVE <br />ICC—ES <br />APPROVAL FOR EQUAL <br />LOAD CAPACITIES <br />AND CORROSION RESISTANCE. <br />LIGHT GAUGE FRAMING CONNECTORS: <br />NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS <br />AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF <br />CONNECTORS MANUFACTURED BY THE SIMPSON STRONG —TIE COMPANY, <br />DUBLIN CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS <br />MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC—ES APPROVAL FOR <br />EQUAL LOAD CAPACITIES. CONNECTORS SHALL BE FASTENED TO THE <br />FRAMING MEMBERS USING THE NUMBER AND TYPE OF FASTENERS <br />CALLED FOR BY MANUFACTURER. <br />HANGERS AND CLIPS IN CONTACT WITH PRESSURE TREATED LUMBER <br />SHALL BE ZMAX/HDG GALVANIZED CONNECTORS. ALL HANGER <br />FASTENERS USED WITH ZMAX/HDG GALVANIZED CONNECTORS SHALL BE <br />HOT —DIPPED GALVANIZED PER ASTM A153—CLASS D OR SDS SCREWS <br />WITH PROPRIETARY COATING. <br />STRUCTURAL LUMBER GRADES AND SHEATHING RATINGS: <br />ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA <br />STANDARD GRADING RULES FOR WESTERN LUMBER US THEE FOLLOWING <br />SPECIES AND MINIMUM GRADE: <br />STUDS 8c COLUMNS <br />HEM—FIR#2 <br />Fc = <br />1,300 PSI OR STUD <br />GRADE Fc <br />= 800 <br />PSI <br />WALL PLATES & SILLS <br />HEM—FIR#2 <br />Fb = <br />850 <br />PSI <br />JOISTS & RAFTERS <br />HEM—FIR#2 <br />Fb = <br />850 <br />PSI <br />HEADERS & FLUSH BEAMS <br />HEM—FIR#2 <br />Fb = <br />850 <br />PSI <br />BEAMS (4x & SMALLER) <br />HEM—FIR#2 <br />Fb = <br />850 <br />PSI <br />BEAMS (6x &LARGER) <br />HEM—FIR#2 <br />Fb = <br />675 <br />PSI <br />ALL SHEATHING SHALL BE APA PERFORMANCE RATED PANELS, <br />SHEATHING SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). <br />BOND CLASSIFICATION SHALL BE 'EXPOSURE 1' WHERE PROTECTED <br />FROM THE WEATHER. BOND CLASSIFICATION SHALL BE 'EXTERIOR' <br />WHERE EXPOSED, SUCH AS EAVE AND SIDING APPLICATIONS. ALL <br />ABUTTING PANELS SHALL HAVE 1/8" GAP. <br />SIMPSON CLIP PER SHEAR <br />WALL SCHEDULE OTHERWISE <br />PROVIDE SIMPSON A35 CLIP <br />AT 2'-0" O.C. <br />NEW OR EXIST. WOOD <br />FRAMED WALL PER <br />PLAN WITH WALL <br />SHEATHING AND PANEL <br />EDGE NAILING PER <br />SHEAR WALL SCHEDULE <br />SIMPSON CLIPS PER <br />SHEAR WALL SCHEDULE <br />FLOOR SHEATHING PER <br />STRUCTURAL NOTES <br />FLOOR JOISTS PER <br />FLOOR FRAMING PLAN <br />WOOD PROTECTION NOTES: <br />ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE OR EXPOSED TO <br />THE ELEMENTS SHALL BE PRESSURE —TREATED (NOTED P.T.) IN <br />ACCORDANCE WITH AWPA STANDARD U1. USE THE FOLLOWING MINIMUM <br />AWPA USE CATEGORIES: <br />INTERIOR/DAMP (WOOD SILL PLATES) UC2 <br />PAINT ALL SCARS, CUTS AND DRILL HOLES ITH A WOOD PRESERVATIVE <br />THAT IS COMPATIBLE WITH THE CHEMICALS USED FOR THE PRESSURE <br />TREATMENT OF THE WOOD. PRESERVATIVES FOR FIELD TRATMENT SHALL <br />ME THE REQUIREMENTS OF AWPA STANDARD M4. <br />BEARING WALL FRAMING: <br />NEW 2x4 STUDS AT 16" Q.C. <br />ROOF SHEATHING: <br />15/32" MIN. (WITH SHEATHING CLIPS AT UNSUPPORTED EDGES) OR <br />19/32" MIN. NAILED TO JOISTS WITH 1Od NAILS AT 6" O.C. AT ALL <br />SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE <br />SUPPORTS. NEW ROOF SHEATHING TO SPAN ACROSS A MINIMUM OF <br />THREE SUPPORTS. <br />EXTERIOR WALL SHEATHING: <br />APPLY 15/32" OR 7/16" PLYWOOD/OSB NAILED TO STUDS WITH 10d <br />NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. <br />ALONG INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BACKED <br />WITH 2" NOMINAL OR WIDER FRAMING. <br />FLOOR SHEATHING: <br />APPLY 19/32" OR 23/32" PLYWOOD/OSB NAILED TO JOISTS WITH 10d <br />RING SHANK NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND <br />AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. NEW FLOOR SHEATHING <br />TO SPAN ACROSS A MINIMUM OF THREE SUPPORTS. (APPLY GLUE OVER <br />FLOOR JOISTS PRIOR TO INSTALLATION.) <br />GLUED LAMINATED LUMBER: <br />DOUGLAS FIR —LARCH GRADE 24F-V4 (Fb=2,400 PSI) FOR SINGLE SPAN <br />BEAMS. ALL GLULAM MATERIALS SHALL CONFORM TO THE REQUIREMENTS <br />OF ANSI/AITC A190.1 AND BE STAMPED WITH AN AITC QUALITY (MARK <br />OR AN APA—EWS TRADMARK. ADHESIVES USED IN GLULAM <br />MANUFACTURING PROCESS SHALL CONFORM TO AITC 405 FOR WE USE <br />ADHESIVES. GLULAM MEMBERS SHALL BE MANUFACTURED FROM <br />DOUGLAS FIR LAMINATING LUMBER. ALL BEAMS SHALL HAVE ZERO <br />CAMBER UNLESS NOTED OTHERWISE. MEMBERS NOT EXPOSED TO VIEW <br />IN THE COMPLETED WORK SHALL BE INDUSTRIAL APPEARANCE GRADE. <br />MEMBERS EXPOSED TO VIEW IN THE COMPLETED WORK SHALL BE <br />ARCHITECTURAL GRADE. <br />WOOD FRAMED WALL <br />PER PLAN (ATTIC) <br />SIMPSON SCREWS PER <br />SHEAR WALL SCHEDULE <br />2x RIM JOIST <br />WALL SHEATHING AND <br />PANEL EDGE NAILING <br />PER SHEAR WALL <br />SCHEDULE <br />NEW OR EXIST. WOOD <br />FRAMED WALL PER PLAN <br />w <br />a <br />z <br />0 <br />cn <br />w z <br />O <br />in <br />w <br />Df <br />6 — <br />z <br />Date <br />06/07/21 <br />• <br />V <br />z U <br />w <br />z W <br />O (j� <br />LJJ <br />U <br />z <br />Ld <br />0 <br />LLl <br />W <br />U <br />w W <br />0 n <br />Of <br />0 <br />Q <br />I— <br />u <br />I— <br />SECTION SECTION [ SECTION [:41 <br />SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" FD 2 <br />a� <br />w <br />m <br />0 <br />0 <br />rn <br />