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EAVE LINE <br />AL <br />41 <br />I <br />MIDGE; LINE01 <br />W <br />I <br />O� <br />A; <br />x <br />W I <br />'X <br />AREA #1 <br />�---- — -- —r— — ; --Q 7- —� r <br />+C—+d}-?�.P.,;=•fir-h�!s{,'F4 <br />3b�,?t1i—y'1i� <br />l tx .� j <br />; <br />8d COMMON NAILS O 6" OC INTO RAFTERS, <br />EAVE AND RAKE BORADS. <br />AREA #1 <br />f 8d RINK SHANK OR 10d COMMON NAILS O 4" <br />O.C. INTO RAFTERS, EAVE AND RAKE BOARDS <br />AREA#2 IN AREA SHOWN HATCHED. <br />1. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND DRAWING <br />S000 FOR WIND DESIGN DATA. <br />2. END JOINTS OF THE ROOF SHEATING SHALL BE STAGGERED AND <br />OCCUR OVER FRAMING MEMBER. <br />3. IF A PNEUMATIC NAILER WITH FASTENER SIZE LESS THAN .131"0 X 2 <br />1/2" IS USED. THE CONTRACTOR MUST CONTACT THE ENGINEER OF <br />RECORD FOR AN EQUIVALENT NAIL SPACING. <br />GABLE ROOF SHEATHING - NAILING SCHEDULE <br />NO SCALE <br />VIMUM 2 X 4 CROSS <br />ACING (SEE PLAN FOR <br />CATIONS) <br />(2) 16d PER JOINT <br />CONTINUOS BOTTOM CORD BRACING 1 X 4 MIN. <br />CROSS BRACE DETAIL <br />MAX. MAX. <br />S <br />P� �vS <br />\PGO N p'fl <br />S 1�y0 <br />10'-0" TO - <br />15'-0" MAX. <br />( C <br />a z <br />a. <br />W <br />ir0VWi <br />Q <br />W <br />SEE PLAN <br />0 <br />w <br />IL <br />CONTINUOS BOTTOM <br />A" CORD BRACING 1 X 4 <br />ff <br />million <br />lommum <br />Jill <br />Jill <br />. <br />'llllllll <br />���� <br />iiii <br />�;illllllllllll�mlll;;;uffi <br />w <br />TOP & BOTTOM CORD <br />GABLE END BRACING O 4'-0" <br />O.C. MAX FOR O (4) TRUSS <br />BAYS <br />EQ. <br />4'-0" <br />4'-0" <br />4'-0" <br />4'-0" <br />4'-0" <br />4'-0" <br />4'-0" <br />EQ. <br />NOTES: <br />1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS <br />FORM ANY ADDITIONAL PERMANENT BRACING/S REQUIRED. <br />2. "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING <br />PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUN PERMANENT <br />6-001 TRUSS BRACING PLAN 6-005 <br />NO SCALE <br />NOTES: <br />1. SEE STRUCTURAL NOTES FOR SHEATING SPECIFICATIONS AND WIND <br />SPEED. <br />2. END JOINTS OF THE WALL SHEATING SHALL BE STAGGERED AND <br />OCCUR OVER FRAMING MEMBER. <br />3. PROVIDE INTERMEDIATE BLOCKING AT JOINT LOCATIONS WHERE NO <br />FRAMING OCCURS. <br />4. SHEATHING & NAILING SCHEDULE: <br />15/32" 10d COMMON NAILS O 4" OC O PANEL EDGES. <br />19/32" 10d COMMON NAILS O 6" OC O INTERMEDIATE SUPPORT. <br />WALL SHEATHING <br />NAILING SCHEDULE <br />NO SCALE <br />WEB MEMBERS <br />TYPICAL <br />BOTTOM CHORDS <br />NOTE: <br />SOME CHORD AND WEB MEMBERS <br />NOT SHOWN FOR CLARITY. <br />SIMPSON CLIP <br />TYPE H2.5A TYP. <br />AT EACH RAFTER <br />PLYWOOD SHEATHING <br />)D BEAM <br />PLAN <br />WOOD RAFTER <br />SEE PLAN <br />RAFTER CONNECTION BEAM DETAIL <br />16-0101N'S 6-017 <br />PRE-ENGINEERED OVERLAP TRUSS BRACING <br />WOOD AT LEAST ONE TRUSS SPACE <br />PER JOINT 1 X 4 <br />TRUSS <br />BRACING <br />TRUSS BRACING OVERLAP <br />DETAIL <br />WEB MEMBERS <br />TRUSS MNFR'R <br />CONT BOND BM <br />(2 COURSES) <br />8" CMU WALL <br />16-0071 <br />5/8" EXTERIOR GRADE SHEATHING <br />PLYWOOD SHEATHING FASTEN TO <br />TO TRUSSES PER NAILING SCHEDULE <br />SIMPSON TRUSS TIE DOWN <br />HEATAL20 + TSS MOISTURE <br />BARRIER <br />12 <br />— I SEE ARCH <br />FOLD HETAL STRAP OVER <br />TOP OF TRUSS IF REQ. <br />TRUSS /CMU WALL <br />CON N DETAIL CF7 <br />SCALE: N.T.S. <br />6-018 <br />FOOTING SCHEDULE <br />MARK <br />SIZE <br />THICKNESS <br />BOT L REINF. <br />EA. WAY U.N.O. <br />REMARKS <br />F3.0 <br />3'-0" X 3'-0" <br />1'-6" <br />6-#4 <br />F4.0 <br />4'-0" X 4'-0" <br />1'-6" <br />5-#5 <br />WALL FOOTING/THICKENED SLAB SCHEDULE <br />MARK <br />SIZE <br />THICKNESS <br />REINFO CONT. <br />REINF. TRANSV. <br />REMARKS <br />WF2.0 <br />2'-0" X CONT. <br />1'-4" <br />3-#5 <br />#4 O 24" <br />TS-1 <br />1'-0" X CONT. <br />1'-4" <br />2-#5 <br />#4 O 24" <br />TS-1.5 <br />1'-6" X CONT. <br />1'-4" <br />2-#5 <br />#4 O 24" <br />(2)2x CONT TOP PLATE <br />AS REQ'D. <br />SIMPSON <br />TIE SP2 (1 <br />2x STUD V <br />STUD/TOP PLATE DETAIL <br />SCALE: N.T.S. <br />CONT SOLE <br />AS REQ'D. <br />2x STUD WALL <br />SIMPSON STUD PLATE <br />TIE SP1 (TYP) <br />STUD/SILL PLATE DETAIL <br />6-004 <br />5/8" T1-11 PLYWOOD <br />/2" PLY WOOD <br />PERFORATED VINYL <br />SOFFIT <br />' '-2X6 BLOCKING, <br />16" O.C. <br />2X6 RUNNER <br />4X10 R.S.Y.P RAFTER <br />2X10 R.S. CEDAR FASCIA <br />SECTION AT PATIO SOFFIT <br />SCALE: N.T.S. <br />6-019 <br />-] <br />TIMBER COLUMN SCHEDULE <br />MARK <br />COLUMN SIZE <br />BASE PLATE <br />SIZE <br />REMARKS <br />6 X 6 WD POST <br />ABU66 <br />SIMPSON POST BASE <br />CONCRETE COLUMN SCHEDULE <br />MARK <br />COLUMN SIZE <br />VERT. REINF. <br />TIE REINF. <br />REMARKS <br />Cl <br />8" X 16" <br />4-#6 <br />#3 O 8" O.C. <br />T/COL = GIRDER TRUSS <br />BRG. ELEVATION <br />C2 <br />8" X 16" <br />4-#6 <br />#3 O 8" O.C. <br />T/COL = GIRDER TRUSS <br />BRG. 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