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I <br />Cd <br />I <br />I <br />I I <br />�D <br />I <br />} I <br />M <br />o <br />I <br />2'-3 1/ <br />5050DH <br />2368 <br />r_ALJ <br />m / <br />fi / <br />ca <br />I— <br />35 <br />5'-2 3/4" 2'- <br />—20'-5' <br />-- --- <br />4 1 „ X 8'-06 <br />6068 <br />2 DFA2 <br />I � I vv `v <br />\\ 1'-3 1/2 1'L -6" \ <br />PM <br />t \ r — <br />o <br />t _ I <br />/�--- -- 6050L5 -----U\-I <br />12'-9 <br />—1: <br />35 <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = V - 0" <br />WOOD TRUSSES (IBC 2303.4) SHALL BE: <br />I. DESIGNED PER 15G 7303.4.1.1 TO CARRY LOADS LISTED IN THE DESIGN CRITERION <br />AND ANY ADDITIONAL POINT LOADS, UNIFOIs1'1 LOADS, OR DRAG STRUT FORCES <br />NOTED ON FRAMING PLANS. <br />7. NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 F'SF <br />LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMU 1 STORAGE SPACE ABOVE THE <br />BOTTOM CHORD SHALL BE LESS THAN 42' HIGH AND 24' WIDE <br />3. TR J55 DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303AJJ) SHALL INCLUDE <br />STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE <br />PROJECT AND INCLUDING A TR1J55 PLACEMENT DIAGRAM (230342) TRUSS <br />INSTALLATION DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED <br />ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL <br />REMAIN ON THE JOB SITE FOR INSPECTIOK <br />4. ALTERATIONS (2303.45); TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED, <br />SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL OF TfIE <br />TRUSS DESIGNER ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY <br />MEMBER (EGs HVAG EGUIPMENT, PIPING, ETC.J SHALL NOT BE PERMITTED WITHOUT <br />APPROVAL OF TRUSS DESIGNER <br />5. TPI I SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY <br />ASSURANCE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN <br />ACCORDANCE WITH TPI I. <br />6. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS. <br />T. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE SIMPSON H-1 CLIPS <br />AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SIMPSON A35 AT <br />24' O.G. <br />8_ PROVIDE STG CLIPS AT ALL TRUSSES OVER NON -BEARING WALLS. <br />4x4 PT POST <br />splice beams per <br />detail J <br />GIRDER TRUSS PER <br />TRUSS MANUFACTURER <br />CONNECT DOUBLE TOP PLATE TO GIRDER <br />TRUSS WITH (1) SDWC15600 SCREW FOR <br />EACH PLY OF GIRDER TRUSS <br />DOUBLE TOP PLATE (TYP.) <br />CONNECT STUDS TO DOUBLE TOP PLATE <br />WITH (1) SDWC15600 SCREW FOR EACH <br />PLY OF GIRDER TRUSS <br />AT A MINIMUM, MATCH # OF STUDS WITH <br /># OF GIRDER TRUSS PLIES. STUDS MUST <br />BE CENTERED BENEATH GIRDER <br />NOTE: THE DETAIL BELOW DEPICTS A GIRDER TRUSS WITH (3) PLIES. <br />CONSTRUCT SIMILARLY FOR (2) AND (4) PLY GIRDER TRUSSES WITH <br />FASTENERS PER SOWC GIRDER TIEDOWN TABLE BELOW <br />SDWC GIRDER TIEDOWN TABLE <br />(9) PLIES PLATE FASTENERS GI ER -TOP PLATE FASTENERS <br />(2) 1 (2) SDWC15600 (2) SDWC16800 <br />(3) {3) SDWC15800 -(3) SDWC15M <br />SCALE: N.T.S. <br />� (2) GIRDER TIEDOWN OPTIONS: <br />IT IS ACCEPTABLE TO USE EITHER LGT <br />TIEDOWN OR SDWC SCREWS AT GIRDER <br />T TRUSS LOCATIONS. <br />Y GIRDER TRUSS PER <br />Y TRUSS MANUFACTURER <br />GIRDER FASTENERS <br />PERTABLE BELOW <br />m GIRDER TIEDOWNS CAN BE INSTALLED <br />`0q\a <br />ON THE OUTSIDE OF WALL (OPPOSITE <br />SHOWN HERE) IF THE ROOF <br />u OVERHANG IS AT LEAST 3-1fP <br />o DOUBLE TOP PLATE (TYP.) <br />0 v u <br />0 0 0 SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN <br />0 0 ° <br />0 0 0 (TYPICAL FOR 3-PLY GIRDER TRUSS) <br />00 0 <br />AT A MINIMUM, MATCH # OF STUDS WITH <br />° o # OF GIRDER TRUSS PLIES. STUDS MUST <br />BE CENTERED BENEATH GIRDER <br />STUD FASTENERS PER TABLE BELOW <br />NOTE: THE DETAIL BELOW DEPICTS A GIRDER TRUSS WITH (3) PLIES. <br />CONSTRUCT SIMILARLY FOR (2) AND (4) PLY GIRDER TRUSSES WITH <br />TIEDOWNS & FASTENERS PER LGT GIRDER TIEDOWN TABLE BELOW <br />LGT GIRDER TIEDOWN TABLE <br />P) PL.E7! <br />MODEL # D FABiEIEAa <br />FABTENER! <br />(2) <br />L3T2 I (;)IISINERS <br />(18)16d SMSERS <br />(3) <br />LGT3.8138" )W SINKERS (1 <br />)1149C&U2' SDS <br />(4) <br />LGT4-SDW (30)18d SINKERS <br />I (1 S)114'W SDS <br />G LGT GIRDER TRUSS TIEDOWN <br />- SCALE: N.T.S. <br />0 <br />SIMPSON H1 <br />EACH TRUSS <br />TOP OF FULL <br />LENGTH SHEATHING <br />SCALE: 3A4' =1' - 0' <br />. ALL LOAD BEARING HEADERS TO BE 4X10 DF <br />OR 6X8 #2 UNLESS NOTED OTHERWISE. <br />- ADDITIONAL JOIST REQUIRED UNDER ALL INTERIOR WALLS <br />-A MINIMUM 1' AIR GAP REQUIRED BETWEEN THE ATTIC <br />INSULATION AND ROOF SHEATHING PER SECTION R806.3 <br />6X6 POST BELI <br />MITER BEAM OVER POST AND <br />SCREW BEAMS TOGETHER W1 <br />(0) 14' X 6' SDS SCREWS <br />BEAM BEAM PER PLAN) ° <br />H1.53 TO TIE ° <br />BEAM TO POST <br />BEAM PER PLAN-J <br />C13EAM TO POST CONNECTION <br />SCALE: 1' = 1'- Cr <br />TRUSS(RAIF ER <br />EN = EDGE NAILING, 8d NAILS Q 8.O.C. <br />Manufactured Trusses, Unless stick framing is specified on structural drawings, wood trusses are <br />to be engineered by a truss manufacturer (MFG'R), If truss layout is not provided by truss MFG'R, the <br />engineer assumes that trusses all bear on exterior walls and do not bear on interior walls, <br />Girder Trusses, Truss MFG'R to be responsible for placement of girder trusses and/ or bearing wall <br />headers if girder trusses are placed on headers. Install triple studs (min) directly below all girder trusses, <br />Lateral Bracing; Contractor to install lateral bracing in roof as specified by truss MFG'R. Headers: Bearing wall <br />headers to be 4X10 or GX8 D,F,2 min (double 2x10 or triple 2x8 00. <br />P:I <br />J <br />W <br />I— <br />U' <br />A <br />L.� <br />2 <br />Z <br />A <br />Ld <br />Z <br />L"D <br />Z <br />3 <br />Q <br />W <br />U <br />A <br />LJ <br />U <br />Ld <br />K— <br />N <br />Q <br />W <br />W <br />S <br />U <br />W <br />0' <br />S <br />= <br />I— <br />Q <br />M <br />M <br />U <br />U <br />W <br />E <br />10 <br />L_L _ <br />:D W_ <br />Q <br />I� <br />/WLJ <br />V J <br />LL <br />E] <br />n <br />W <br />> <br />Q <br />OD <br />Q CD <br />Z (U <br />N OD <br />ON <br />�a <br />0 3 <br />CO <br />In <br />Z cy <br />o W <br />W <br />U <br />0 <br />_J <br />l J <br />M <br />J <br />z <br />O c7 <br />w <br />0 <br />+� LU <br />W <br />U= <br />w <br />;e. <br />o -� <br />v J <br />C <br />v J <br />�o <br />W <br />H <br />Q <br />F-1 <br />