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1(4 <br />\/�'. <br />(2)2x CONT TOP PLATE <br />EAVE LINE <br />AS REQ'D. <br />x 1 I <br />CONTINUOS BOTTOM <br />S' <br />�` <br />S f <br />45 �.. { F,� �` ✓ .� 1! f. / i'•.,� f`" 1 . ' y 't vR�,\; <br />}•'` Y .. -\ AI�1 1 1 xa ,✓ c. <br />{ i�' f I�` <br />enV_nw ►isv w ev CORD BRACING 1 X 4 <br />Z z <br />Z[L <br />Ld <br />t w <br />+ <br />! 1 !I f+ n f ! 111 xOvt <br />1. 1 I II II II i I <br />{: �,i ! RIDGE! LINE I `' <br />w , `I w <br />Ii <br />!! ly#' z <br />i O I „ i, II VI it I It I1 t!: w <br />I' <br />O <br />r}' " 4EA'' #1 <br />.4 yiL—.Lr` i �+.lr� 1 <br />4;. t. Xe •��\. 5: if c Ik' 1 }f`�k.,\ { �.. �\ l I�'.`l <br />Ly, <br />EAVE LINE <br />as <br />'lllllllll��l'liii <br />PRE-ENGINEERED OVERLAP TRUSS BRACING <br />WOOD AT LEAST ONE TRUSS SPACE <br />\ <br />li <br />EQ. <br />TRUSSES <br />\\I• <br />I I <br />4'-0" <br />SIMPSON STUD PLATE <br />TIE SP2 (TYP) <br />6" OVERLAP <br />4'-0" <br />4'-0" <br />I I I I I I <br />2x STUD WALL <br />4'-0w <br />I•I •I <br />!• I I. l <br />lei ICI <br />4'-0" <br />4'-D" <br />TRUSS <br />8d COMMON NAILS O 6" OC INTO RAFTERS, ROOF W BRACING 2x STUD WALL <br />EAVE AND RAKE BORADS. OVERHANG <br />AREA #1 SEE PLAN TOP &BOTTOM CORD-J <br />GABLE END BRACING ® 4'-0" CONT SOLE PLATE (P.T.) <br />` O.C. MAX FOR O (4) TRUSS AS REQ D. SIMPSON STUD PLATE <br />8d RINK SHANK OR 10d COMMON NAILS ® 4" <br />BAYS TIE SP1TYP 'Cis f i� r, O.C. INTO RAFTERS, EAVE AND RAKE BOARDS <br />NOTES: �I• '!\ AREA #2y! Y,. TRUSS BRACING OVERLAP <br />IN AREA SHOWN HATCHED. <br />1. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND DRAWING 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS <br />FORM ANY ADDITIONAL PERMANENT BRACING/S REQUIRED. <br />S000 FOR WIND DESIGN DATA. DETAIL <br />2. END JOINTS THE ROOF SHEATING SHALL BE STAGGERED AND 2. "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING <br />OCCUR OVER FRAMING MEMBER. PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <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 STUD /SILL PLATE DETAIL <br />RECORD FOR AN EQUIVALENT NAIL SPACING. REQUIRED MINIMUN PERMANENT <br />TRUSS BRACING PLAN <br />GABLE ROOF SHEATHING - NAILING SCHEDULE 16-0011 NO SCALE 16-005] 6-007] 16-004 <br />NO SCALE <br />li li f, <br />LI 5/8 EXTERIOR GRADE SHEATHING <br />t l I l i I I w l I I I II PLYWOOD SHEATHING FASTEN TO <br />II II II o ol! II II <br />/TO TRUSSES PER NAILING SCHEDULE <br />! Lf z w SIMPSON CLIP 5 8" T1-11 PLYWOOD <br />j o J!' ! ! SIMPSON TRUSS TIE DOWN / <br />I (n w , i I <br />z _ I I TYPE H2.5A TYP. <br />w Q' I AT EACH RAFTER 12 HEATAL20 + TSS MOISTURE <br />vwi i i it SEE BARRIER w <br />_ __ __ _ PLAN 1/2 PLY WOOD <br />I I II PLYWOOD SHEATHING <br />12 FPERFORATED VINYL <br />I. I - <br />s.E <br />I f f <br />�y SEE ARCH SOFFIT <br />WEB MEMBERS PER <br />TRUSS MNFR R <br />Xo„ <br />I NQw' I I I • <br />FOLD HETAL STRAP OVER <br /># II '" TOP OF TRUSS IF REQ. <br />LI LI I. LI LI <br />n II II zf, <br />if it i i WOOD BEAM <br />MINIMUM 2 X 4 CROSS LI Lf LI f SEE <br />� PLAN <br />f I si <br />BRACING (SEE PLAN FOR_' . <br />LOCATIONS) 2X6 BLOCKING, <br />16" O.C. <br />/ (2) 16d PER JOINT WOOD RAFTER CONT BOND BM <br />NOTES: 2 COURSES) <br />r::, <br />'I I' SEE PLAN 2X6 RUNNER <br />1. SEE STRUCTURAL NOTES FOR SHEATING SPECIFICATIONS AND WIND <br />SPEED. 010 R.S.Y.P RAFTER <br />2. END JOINTS OF THE WALL SHEATING SHALL BE STAGGERED AND 2X10 R.S. CEDAR FASCIA <br />OCCUR OVER FRAMING MEMBER. <br />CONTINUOS BOTTOM CORD BRACING 1 X 4 MIN. 3. PROVIDE INTERMEDIATE BLOCKING AT JOINT LOCATIONS WHERE NO 8" CMU WALL <br />FRAMING OCCURS. <br />4. SHEATHING & NAILING SCHEDULE: <br />15/32" 10d COMMON NAILS ® 4" OC ® PANEL EDGES. <br />CROSS BRACE DETAIL 19/32" 10d COMMON NAILS ® 6" OC ® INTERMEDIATE SUPPORT. <br />TRUSS CMU WALL <br />CONN DETAIL CF7 SECTION AT PATIO SOFFIT <br />WALL SHEATHING RAFTER CONNECTION BEAM DETAIL SCALE: N.T.S. SCALE: N.T.S. <br />NAILING SCHEDULE <br />6-008 NO SCALE 6-010 NTS 16-017� 6-0181 16-01 E <br />11 �\\j V i6ev 1111 kN11 I N, V 11 <br />10'-0" TO 15'-0" 10'-0" TO 15'-0" <br />MAX. MAX. <br />FOOTING SCHEDULE <br />MARK <br />SIZE <br />THICKNESS <br />BOTT. 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 />REIN O T. <br />F <br />REIN TRANSV. <br />REMARKS <br />WF2.0 <br />2'-0" X CONT. <br />1'-4" <br />3-#5 <br />#4 ® 24" <br />TS-1 <br />1'-O" X CONT. <br />1'-4" <br />2-#5 <br />#4 ® 24" <br />TS-1.5 <br />1'-6" X CONT. <br />j 1'-4" <br />j 2-#5 <br />1 #4 ® 24" <br />TIMBER COLUMN SCHEDULE <br />COL <br />MARK <br />COLUMN <br />SIZE <br />BASE PLATE <br />SIZE <br />REMARKS <br />T1 T5 <br />6 X 6 WD POST <br />ABU66 <br />SIMPSON POST BASE <br />STEEL COLUMN SCHEDULE <br />MARK <br />COIZE N <br />BASE PLATE SIZE <br />REMARKS <br />S� Q <br />3"0 SCH. 80 <br />PIPE <br />PL3/4"x10"xO'-1O" <br />NOTES: <br />1. FOR DETAILS OF BASE PLATES AND ANCHOR BOLTS, SEE TYPICAL DETAILS. <br />10'-0" TO BOTTOM CHORDS <br />15'-0" MAX. <br />10'-0" TO 15'-0" 10'-0" TO 15'-0" 10'-0" TO 15'-0" <br />NOTE: <br />SOME CHORD AND WEB MEMBERS <br />NOT SHOWN FOR CLARITY. <br />AR <br />H(n <br />HUj <br />O <br />Q W z <br />Z J.0 <br />O cnujxc <br />U FnUIOV) i <br />V) OxZO <br />W <br />c5 (norm <br />w O <br />xxzaC cnwQ~ <br />O �ONO <br />M <br />Q Z cn _Z <br />F- �- <br />U Z W <br />ozNQ <br />Z <br />�o�Z <br />O <br />cn U x <br />ZO I- V)o <br />F L O to <br />vi 0 3 <br />O§Cr <br />wOZ Z <br />Z QZU <br />Z OZOO a- <br />W Jwwv) <br />QOUN Z <br />� QX�^ <br />m FF(,--�aZ O <br />W W Z <br />J =HO_j <br />L►.U=WwW <br />O Qxm-J V) <br />Q� <br />U XQZx W_ <br />O w -< <br />WO _U00 <br />V)Z m W �Y O <br />Z X-JL_ O <br />— O—ZUO Z <br />NIANDO A. CASTELLON, P.E. <br />FL. LI C. No. 43453 <br />0 <br />a "T Io <br />LO LO O <br />N <br />I C) <br />c <br />00 <br />O O <br />v v <br />0 <br />s <br />a <br />O <br />C <br />c <br />U0 <br />IZ <br />00 <br />- <br />DN <br />M <br />O <br />O _0 <br />U <br />� <br />� <br />0o <br />' <br />u <br />c 0 <br />� <br />O <br />� <br />s <br />C <br />L 0 <br />0 <br />L <br />0 <br />LO � <n O <br />Z_ <br />Z (40 <br />_O <br />N O <br />O �9 <br />o <br />Of J W <br />n <br />N^N NO <br />WSW <br />F Z <br />OBE d <br />N,�ooc z <br />LLIQUZ 9owm a <br />� U W <br />c�goo 4, <br />(n12A is N <br />Qano� O' <br />C4Pei <br />IOAF-ODi W <br />Qc copyright <br />revisions: <br />drawn: <br />checked: <br />date: <br />prof. no: <br />140 <br />LO <br />s <br />'O >' <br />O s <br />NO Q <br />'-O N <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S3.04 <br />P:\2000 Projects\2002 R K Collaboratfve\2002-010 Sonnys Prototype - Zephyrh111s\Sdwg\S3.01 thru S3.05.dwg, 2008-02-27 1:36:27 PM, Noel <br />Signature Date <br />