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<br /> 5 SIMPSON H1 EA. END/ EA. TRUSS 1 � 1 � X M � `
<br /> 2x SILL PLATE WITH �" PLY. EDGE NAILING ��J
<br /> N E W P L Y ANCHOR BOLTS OR EXPANSION � HOLDOWN STUD 8 d � 6" O.C. W Y c c� N
<br /> BOLTS PER SCHEDULE .+.� L� '1 �
<br /> 16 @ 6 ❑,C, ROOF PLYWD.
<br /> P
<br /> � 2)2x STUDS PLY. EDGE NAILING � � � � �
<br /> 2x SHAPED \�
<br /> � BL❑CKING (2) #4 CONT. TYP � � � �
<br /> CE) SHT G, � � ST D14 2x BLOCK w/ 1 1/2" BLKVGNTED �n �
<br /> w�38-16d SINKERS VENT HOLES AS 2x RAFTERS � `�J N N V J
<br /> EXPANSION NAILS REQUIRED w/ (2)12d T.N. EDGE 24" O.C. Z N o0 Q
<br /> JOINT STRAP LOCATION TRUSS PER PLAN EA. TRUSS/ EA. END NAIL W � � �
<br /> PER PLAN
<br /> EDGE NAILING A35 CLIP � SIMPSON H1 � � W
<br /> ' � � FINISH 48" O.C. EDGE NAILING CLIP C� EA. � . . `
<br /> a I GRADE
<br /> a CONT. PLYWD RAFTER N
<br /> 2x STUD � 16" O.C. PER SCHEDULE � F-
<br /> � I_I I I_i I I_I i I_I I I= � I II I I���I I II I II I I���' PLY. PER SCHEDULE �
<br /> -��� °� I I I—I I I—I I I— �
<br /> — �= I I i—I I I—I I I—I' z X �
<br /> #4 C� 16" O.C. VERT. �= p, I I��I�i a Q-
<br /> � � Z J
<br /> #4 � 10" O.C. HORZ. - ° (�IIIII�II) � O ¢Y
<br /> 1= _��� � ,.,� m Q
<br /> �-4 0
<br /> I11 I'--1 I 1�11'T _� II IJ:�.-I- � I � �m . . ' . .
<br /> D
<br /> 30�° MAXIMUM (2)#4 CONT. F EA�E @ ROOF TRUSS F1 EAVE @ STICK — FRAMED ROOF
<br /> UNBALANCED 4" 8" 4" s� 3 4 =1 —0 S� 3 4 =1 —0 -
<br /> E EXT. SHEARWALL @ S�AB � �
<br /> s� Q W
<br /> � �
<br /> O � .
<br /> f- z �
<br /> 4'-0' MIN. EXTERIOR WALL � \
<br /> SPLICE LENGTH / �
<br /> C1)2x STUDS W V I .
<br /> LSL RIM J❑IS, W
<br /> (25) 16d T❑P PLATE @ EA H❑LDOWN �
<br /> PLYWOOD PER o J❑IST PER PLAN � Q
<br /> SCHEDULE BOTTOM PLATE NAILING EXT. WALL SHEATHING `
<br /> PER SCHEDULE PER SCHEDULE
<br /> BOTTOM PLATE NAILING W �
<br /> PER SCHEDULE I�I
<br /> FLOOR PLYWOOD
<br /> ONE STUD 2x STUDS � EDGE NAILING EDGE NAILING C2) CS16 STRAP/ ;.=' � 0
<br /> � EACH FLOOR PLYWOOD . ;
<br /> SPLICE (TYP) PLY. SPLICE FILL ALL HOLES W
<br /> PLY. SPLICE w/ 8d NAILS
<br /> CONT. RIM EDGE NAILING � �
<br /> EDGE NAILING CONT. RIM Q �
<br /> FLOOR JOISTS EDGE NAILING � �
<br /> (PER PLAN) PLY. PER SCHEDULE FLOOR JOISTS (PER PtAN) EXTERIOR WALL Cl)2x STUDS � �
<br /> NOTE:
<br /> SPLICE AND NAIL T❑P PLATES AS SH❑WN @ ALL \ @ H❑LD❑WN Z �--
<br /> EXTERIOR WALLS, SHEAR WA�LS, & AT EACH FL�❑R �
<br /> U
<br /> _
<br /> LEVEL AND AT R�OF, K STRAP HOLDOWN AT FLOOR Q
<br /> ELEVATION � 3/4"=1'-0" SEE PLANS FOR # OF HOLD—DOWNS �
<br /> JOIST PARALLEL TO EXTERIOR WAL� C� �
<br /> S1 3 4 =1 —0 Z �
<br /> H DB�. TOP PLATE SPLICE W � �
<br /> 3 4'=i'—o � JOIST PERPENDICU �AR TO EXTERIOR WA�L
<br /> S1 3 4"=1 '-0"
<br /> �
<br /> � .
<br /> �
<br /> �
<br /> HTTS SHEARWALL SCHEDULE
<br /> H�LD❑WN ANCH�R INDICATES SHEARWALL w/ PLYW��D �NE SIDE,
<br /> FILL ALL H❑LES SW4
<br /> w/ lOd NAILS 1, SHEATHING� i/2' PLYWO❑D ❑R 7/16" ❑,S.B„ ❑NE SIDE, BL❑CKED, NAIL w/ 8d � ����''�� �.{� �
<br /> @ 4" ❑,C, ALL EDGES AND 12° ❑,C, FIELD, ��` � �,� .,
<br /> �� 2, B❑LT SILL PLATE T❑ C❑NCRETE w/ S/8 DIA, x 10" A.B,'S @ 32' ❑,C, R,� ���� ' �
<br /> w�
<br /> o� 2x6 BLOCKING 3, NAIL B�TT❑M PLATE T❑ FRAMING BEL❑W w/ 16d @ 4" ❑,C, �
<br /> C2)2x STUDS � ��
<br /> °° EDGE NAILING EDGE NAILING 4, FASTEN D❑UBLE PLATE T� J❑IST ❑R BL❑CKING AB❑VE PER DTLS, ❑N S1 & S2 `-�
<br /> EDGE NAILING PLY, AND DETAILS ❑N S1 & S2. ��a.r' "������.��������, ,
<br /> �o T❑ EACH D�UBLE STUD CLIP OR HANGER
<br /> `���'+t A+L `�"�°
<br /> 0 0 � EACH TRUSS TO LEDGER Ex�€R�s ��� �� '� '
<br /> 5/8 DIA, THREADED R�D � �
<br /> °° IN SIMPSON EP�XY- CSET22XP) PREMANUFACTURED ROOF SHEARWALL SCHEDULE
<br /> ADHESIVE SYSTEM ❑R EQUIVALENT TRUSSES PER PLAN
<br /> °° PER MFGR, RECOMMENDATION SW6 INDICATES SHEARWALL w/ PLYWO❑D �NE SIDE.
<br /> ° ROOF DIAPHRAGM NAILING ROOF SHEATHING PER
<br /> PER STRUCTURAL NOTES STRUCTURAL NOTES 1, SHEATHING+ 1/2" PLYW�❑D ❑R 7/16" D,S,B„ EXTERI❑R SIDE, BL❑CKED, NAIL ;, .
<br /> 8d � 6" O.C. w/ 8d @ 6" �,C, ALL EDGES AND @ 12" ❑,C, FIELD, �
<br /> ' . . aa a II QN II 2, BOLT SILL PLATE T� C❑NCRETE w/ 5/8 DIA, x 10' A,B,'S @ 48" ❑.C,
<br /> a. II . � a II a PRESSURE BLOCKING (� �
<br /> a II ��l II' � CONC, �DUNDATI❑N 2x4 BLOCKING, / LEDGER 3, NAIL B�TT❑M PLATE T❑ FRAMING BEL❑W w/ 16d @ 4" ❑.C� W
<br /> a VENT BLOCKS AS �
<br /> 4 4, FASTEN D❑UBLE PLATE T❑ J❑IST ❑R BLOCKING ABOVE PER DETAILS ❑N S1 & S2 � I
<br /> a a _ a L a a L a REQ'D PER PLAN WALL SHEATHING PER SCHEDULE .
<br /> a a . a TYPICAL R��F� SHEATHING W w w � y
<br /> � a � 7/16" �,S,B, PLYW��D, INDEX 40/20, UNBL�CKED, w/ FACE GRAIN � Q Q �
<br /> SIMPSON H1 PERPENDICULAT TO FRAMING BEL�W, NAIL AS F�LLOWS� � Q � I
<br /> EA. TRUSS 2x4 PRESSURE BLKG. DIAPNRAM B�UNDARY, �VER EXTERIOR WALLS, � � 0
<br /> R TYP . HOLDOWN TO EXISTING FOOTING
<br /> SHEAR WALLS, & DRAG STRl1TS, 8d @ 6" �,C, � �
<br /> 3 4 -1 —0 ALL SUPPORTED EDGES Z �� .
<br /> POST CAP PIAN BEAM OR DBL TOP PLATE 8d @ 6" �,C, W
<br /> (SPECIAL INSPECTION REQUIRED) POST OR WALL FIELD gd @ 12� o,c, �
<br /> PER PLAN TYPICAL FL��R SHEATHING
<br /> 3/4" T&G, ❑,S,B„ INDEX 40/20, UNBLOCKED, LAID UP �
<br /> W/ FACE GRAIN PERPENDICULAR T❑ FRAMING BEL❑W, STAGGER
<br /> END J�INTS, GLUE & NAIL AS FOLLOWS�
<br /> V TRUSS TO WAL� DIAPHRAGM B�UNDARY AND ❑VER 8d AT 6" ❑C
<br /> „ , „ EXTERIDR WALLS, SHEARWALLS FiLE NUMBER
<br /> 3/4 =1 —0 & DRAG STRUTS,
<br /> ALL SUPPORTED EDGES 8d AT 6" ❑C DRAWN eY
<br /> RBE
<br /> F'IELD 8d AT 10" ❑C
<br /> N�TES� �
<br /> i, USE3"x3"xl/4" PLATE WASHERS ❑N ALL ANCHOR B❑LTS,
<br /> 2, EDGE ❑F PLATE WASHERS MUST BE L❑CATED WITHIN 1/2' ❑F THE Sheet
<br /> INSIDE FACE ❑F THE STRUCTURAL SHEATHING,
<br /> 3, ALL P�WDER DRIVEN NAILS SHALL BE 2 3/4" L�NG CMIN,)x .156
<br /> SHANK DIA, w/ MINIMUM 1 1/4" PENETRATI�N,
<br /> 4. a. 16d NAILS SHALL BE .162x3 1/2" LONG. - - -- - °
<br /> b. 8d NAILS SHALL BE .113x2 1l2" LONG. ^
<br /> c. 20d NAILS SHALL BE .192x4" LONG. " `'
<br /> 5. USE 20d NAILS � 3x FRAMING MEMBERS
<br />
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