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5 <br />12'-3 1/2" <br />5' 5'-2 3/4" 2 <br />\ wwuH za. <br />C1.1 <br />ti I y LL <br />Do r I o <br />I <br />ZT CO <br />I 1 - <br />U-L 0j <br />�I <br />I <br />r <br />M <br />00 <br />(- <br />12'-9" <br />\266�' <br />1� <br />—20'-5" I v <br />4-2 1/8 2'-4 1?8" <br />12'4" X 8'-0" <br />i <br />4x12 D.F.#2 <br />x <br />S � � <br />I <br />O <br />cU <br />(u <br />r i � <br />J <br />1 —J <br />13'-9 <br />1/2" <br />-- 35' <br />- <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = 1'- 0" <br />WOOD TRU88E5 (IBC 2303.4) SHALL BE: <br />L DESIGNED PER IBC 2303.4.1.1 TO CARRY LOADS LISTED IN THE DESIGN CRITERION <br />AND ANY ADDITIONAL POINT LOADS, UNIFORM LOADS, OR DR-46 STRUT FORCES <br />NOTED ON FRAMING PLANS, <br />2. NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 P5F <br />LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE <br />BOTTOM CHORD SHALL BE LE55 THAN 42' HIGH AND 24' WIDE. <br />3. TR1155 DE51GN DRAWINGS AND DOCUMENT SUBMITTAL (2303A.I.1) SHALL INCLUDE <br />5TRE55 ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE <br />PROJECT AND INCLUDING A TR4155 PLACEMENT DIAGRAM (2303.42). TRU65 <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 INSPECTION, <br />4. ALTERATIONS (2303.45), TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED, <br />SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL OF THE <br />TIRU65 DESIGNER ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY <br />MEMBER (EG. HVAC EQUIPMENT, PIPING, ETC.) SHALL NOT BE PERMITTED WITHOUT <br />APPROVAL OF TRU55 DESIGNER <br />5. TPI 1 SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY <br />A55URANCE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN <br />ACCORDANCE WITH TPI 1. <br />6. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS. <br />1. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES 514ALL HAVE SIMPSON H-I CLIPS <br />AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SIMPSON A35 AT <br />24' O.G. <br />8. PROVIDE 5TC CLIPS AT ALL TRUSSES OVER NOWBEARING WALLS. <br />\ <br />6\ Jx > <br />4x12 D.F.#2 T <br />ILn <br />1''L4r <br />4x12 D.F.#2 <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 />I 11— 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 SDWC GIRDER TIEDOWN TABLE BELOW <br />I _ SDWC GIRDER TIEDOWN TABLE <br />(#) PLIES MUD -TOP PLATE FASTENERS GIRDER -TOP PLATE FASTENERS <br />(z) (2) SDWC1560o (2) SDWC15600 <br />(3) (3) SDWC15600 (3) SDIAC15600 <br />(4) (4) SDWC15600 - (4) SDWC15600 - <br />DWC-GIRDER TRUSS TIEDOWN <br />SCALE: N.T.S. <br />(24GIRDER TIEDOWN OPTIONS: <br />IT IS ACCEPTABLE TO USE EITHER LGT <br />TIEDOWN OR SDWC SCREWS AT GIRDER <br />TRUSS LOCATIONS. <br />GIRDER TRUSS PER <br />TRUSS MANUFACTURER <br />GIRDER FASTENERS <br />PER TABLE BELOW <br />GIRDER TIEDOWNS CAN BE INSTALLED <br />o <br />ON THE OUTSIDE OF WALL (OPPOSITE <br />p <br />000 <br />SHOWN HERE) IF THE ROOF <br />OVERHANG IS AT LEAST 3-1/2" <br />0 o <br />0 <br />0 <br />DOUBLE TOP PLATE (TYP.) <br />0 0 0 <br />0 0 o <br />0 0 0 <br />SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />0 0 <br />(TYPICAL FOR 3-PLY GIRDER TRUSS) <br />00 0 <br />0 o <br />0 0 <br />AT A MINIMUM, MATCH # OF STUDS WITH <br /># OF GIRDER TRUSS PLIES. STUDS MUST <br />BE CENTERED BENEATH GIRDER <br />STUD FASTENERS PER TABLE BELOW <br />NOTES THE DETAIL BELOW DEPICTS A GIRDER TRUSS WITH (3) PLIES. <br />CONSTRUCT SIMILARLY FOR (2) AND (4) PLY GIRDER TRUSSES WITH <br />TIEDOWNS 8 FASTENERS PER LGT GIRDER TIEDOWN TABLE BELOW <br />LGT GIRDER TIEDOWN TABLE <br />(#) PLIES nEDOWN MODEL # STI ID FASTENERS GUM R FASTENERS <br />(14)16d SINKERS (16) 16d SINKERS <br />(3) _ LGT3-SDS2.5_ (26)16d SINKERS (1 ) 1/4"X2 11Y SDS <br />N) LGT4SDS3 (30)16d SINKERS (16)1/4"X3" SIDS <br />GT_GIRDER-TRUSS TIEDOWN _.__ <br />SCALE: N.T.S. <br />WA <br />SIMPSON H1 @ <br />EACH TRUSS <br />TOP OF FULL <br />LENGTH SHEATHING <br />3/4" = 1'- 0" <br />NOTES: <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 />6X6 POST BELOW - <br />MITER BEAM OVER POST AND -- <br />SCREW BEAMS TOGETHER W/ <br />(6)14" X 6" SDS SCREWS <br />FIE:.- o <br />BEAM BEAM PER PLAN ° <br />HL53 TO TIE ° <br />BEAM TO POST <br />BEAM PER PLAN-- <br />�J4 M TO POST CONNECTION <br />SCALE: 1" = 1- 0" <br />EN = EDGE NAILING, 8d NAILS @ 6" O.C. <br />ALL TO ROOF_ CONNECTION <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 trusse.: <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 6X8 D.F.2 min (double 2x10 or triple 2x8 00. <br />LiciJnJ <br />1 I <br />Q 61, M <br />,,D ,D <br />} Y Y <br />> > <br />Fa � <br />J ~ <br />W CS <br />�, ca <br />Ld ca Q <br />W W W <br />Z Z Z Y Y d' <br />o� 3 U U w <br />1— C4 Q Li W S <br /><L Q Q U U O <br />W <br />Q 00 <br />Z (U <br />(U 00 <br />O� <br />� Q <br />0 3 <br />00 <br />In <br />LLJ <br />Z Q� <br />a L,) <br />a LJ <br />U <br />O <br />J <br />Q <br />LL <br />J <br />J <br />Z <br />i C7 <br />co <br />W I <br />f— <br />Q <br />Q <br />Z <br />EJ <br />> <br />L,J <br />