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L� V' SHEARWALL SCHEDULE Z
<br /> SW OSB Nails Nails Nails Boundary Seismic Wind Anchor Clips Clip 0
<br /> SPECIAL INSPECTIONS REQUIRED FOR STRUCTURAL type edge field Member listx.94 x 1.4 Bolt5/8" type Spacing
<br /> (n _
<br /> 40'-0„ WOOD PER IBC -1_705.12.?. @ @ (to adjust @ @ w t
<br /> (in o.c.) (in o.c.) for HF) pff (in o.c.) (in o.c.) C) G
<br /> PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED P1-6 7/16" 8d 6" 12" 2x 225 315 48" LTP5 24" W Q
<br /> P1-3 19/32" 10d 3" 12" 3x 625 875 36" LTP5 12" 2 L
<br /> 1 - - FOR NAILING, ANCHORING, AND OTHER FASTENING _
<br /> OF ELEMENTS OF THE SEISMIC FORCE-RESISTING Roof 7/16" 8d 6" 12" 2x 226 316 0 —
<br /> 7'-6" 7'-0" 3'-6" 6-0" 9'-0" SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD Floor 3/4"T.G. 10d 6" 12" 2x 300 420 J L
<br /> DIAPHRAGMS, DRAG STRUTS; BRACES, SHEAR PANELS Straps Callout Strap All Wood Nails/ Q
<br /> AND HOLD-DOWNS. T Member Bolts Z _
<br /> (Ibs) (in) 0
<br /> SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN THE A MST37 2345 (2)2x 20-16d
<br /> FASTENER SPACING IS MORE THAN 4 INCHES,
<br /> Holdowns Callout All Wood Bolt Embedment
<br /> _ T Member type Q
<br /> _-_ — — - (Ibs)
<br /> 1 HDU2 2215 (2)2x SB5/8x24" 18"
<br /> 2 HDU4 3285 (2)2x SB5/8x24" 18" (f�
<br /> 36"HI RAILING
<br /> A P1-3 5050 P1-3 5050 01-3 A 3 STHD14 3815 (2)2x NA NA
<br /> w
<br /> 6x6 PT 2.5 5% x 16 Y2 GLIBFLUSH A 2.12 4x10 2.12 4x10
<br /> C:) POST P1 3 � O
<br /> J I-_ (; COVERED FRAMING ABOVE MAIN LEVEL KEY LIST
<br /> C:) o o PORCH l 0 30
<br /> 00 Y 8' x 18' FR I 4'-6" KEY NO.2.1 MANUFACTURED TRUSS ROOF
<br /> : C) C) CONC. S1 T1'
<br /> _ x w �r--- .2.3 STAIR STRINGERS,HF NO.2, O.C.5050 5050 DINING 2X12",@ 16"O.0 KEY NOKEY NO.2.2 TJI 210,2-1/16X9-1/2",@ 16"O.C. IL�
<br /> co N 0 ®
<br /> P1-3 II DW ALTERNATIVE: FLOOR JOISTS,HF NO.2,2X12",@ 16"O.C. r
<br /> II
<br /> IL--- KITCHEN w
<br /> Q I 10'X 16' CO KEY NO.2.4 JOISTS AT LANDING,HF NO.2,2X6",@ 16"O.C.
<br /> A
<br /> 11'x 16' m I 9' CLG. '
<br /> CD
<br /> 4x10 4x10 9' CLG. z j HRDWD. KEY NO.2.5 GLULAM WS,24F-1.8E,5-1/8X16-1/2" cc
<br /> 2.12 2.12
<br /> HRDWD. w a KEY NO.2.6 BUILT-UP BEAM,DBL.JOISTS,HF NO.2,(2)2X12" O
<br /> P1-6 �/
<br /> - (Vr0) _ KEY N0.2.7 BEAM,DF NO.2,6X12" Of
<br /> in P1$, I Z 100 CFM O O ALTERNATIVE WITH 9-1/2"TJI:LSL,1.55E,2325FB,3-1/2X9-1/2"
<br /> x
<br /> U I c0 _J N KEY NO.2.8 BEAM,DF NO.2,4X10"
<br /> 2' I O I I '`� — KEY NO.2.9 GLULAM WS,24F-1.8E,5-1/8X19-1/2"
<br /> �2 N KEY NO.2.10 GLULAM WS,24F-1.8E,5-1/8X16-1/2"
<br /> GREAT RM. @ X in KEY NO.2.11 GARAGE HEADER,DF NO.2,6X12"
<br /> I C)p - _ 15'x 19'6" 36"HI 1�2 WALL 24 KEY NO.2.12 HEADER,DF NO.2,4X10"
<br /> ' o x "' 9' CLG. 2.13 2.13
<br /> O I JOIST'S
<br /> O cn ( 2.6 2—JOISTS KEY NO.2.13 HEADER,DF NO.2,4X8"
<br /> ch L Lr) v U) I I ® 16" O.C. a HRDWD. -� o N 4x8 4x8
<br /> (' I -� _ KEY NO.2.14 POST,HF NO.2,6X6",P.T. L
<br /> I c7-11
<br /> v UP o X GWB ON ZONE �DROPO KEY NO.2.15 BUILT-UP POST,TRIPLE STUDS,HF NO.2,(3)2X6" r J
<br /> _ I� 8 1 UNDERSIDE 4'-6" 5'-0
<br /> 18" o 2.3 OF STAIRS o o CV O �11
<br /> N pq�y 28 o FRAMING ABOVE BASEMENT KEY LISTV_//
<br /> N N z oO 2.4 4'6"x 5' S_C. � co ' L.L
<br /> c") N N S.C. CD
<br /> O 2.3 _ ��h111 KEY N0.3.1 DECK JOISTS,HF NO.2,2X8",@ 16"O.C.,P.T. , , t O
<br /> UUP SHELVES 4X10 KEY NO.3.2 TJI 210,2-1/16X9-1/2",@ 16"O.C. • •I J DN V
<br /> O, P1 I 2.12 5'-1 Os 3'-0' ALTERNATIVE: FLOOR JOISTS,HF NO.2,ZX12",@ 16"O.C. LL
<br /> -6 BEARING WALL 1 4X10 2x6 P1� 1 KEY NO.3.3 STAIR STRINGERS,HF NO.2,2X12",@ 16"O.C.
<br /> 0 KEY NO.3.4 JOISTS AT LANDING,HF NO.2,2X6",@ 16"O.C.
<br /> ED vJ
<br /> P . -- 5' 8"X 2' R&S ao SD 6 D Pl I _
<br /> 1 KEY N0.3.5 BEAM,DF N0.2,4X10"
<br /> G 1o" BI PASS 1o" N - (� —
<br /> CO CID co 00 KEY NO. BEAM,DF NO.2,4X8",P.T. LL
<br /> �.///� 40 O x ti KEY NO.3.7 HEADER,DF NO.2,4X10"M
<br /> CO (F� J
<br /> �J HD w�
<br /> 90 CFM 24 6' x 3'4" s�DWD. 2' 2LG. .15
<br /> P1-6 5'x 5' 8" 6x6 �
<br /> POST 2.9 5-1/8x19-1/2" GLB 2.15
<br /> 2x6 2x6 X — — — —
<br /> IF_=—� r 6x6
<br /> _T
<br /> BEARING WALL
<br /> 26 ENTRY �� POST
<br /> OPT. 8'2"x 12' ~
<br /> LL_ GARAGE _
<br /> ,50 x 0 20'x 22'/24' P1
<br /> FLEX RM. i OPT 3080 'n X 10' CLG. CO
<br /> 6 SFTY CONC. oo HEATING EQUIPMENT AND ALL DUCTS TO BE J 11'x9's" 2 00� 2.10
<br /> CARPET ► t.;) CONTAINED WITHIN HEATED ENVELOPE. FLOOR
<br /> 9'CLG. cF==-- co 4x8 4X8 4x8 — NL — — 5-1/8x16-1/2" GLB N AREAS "UPR FLR" DUCTS SERVICE UPPER FLOOR Q
<br /> 2.15
<br /> AREAS (VENTS IN FLOOR) IF DUCTS TRAVEL
<br /> 6x6 2.15 6x6 THROUGH FLOOR OVER UNHEATED SPACES
<br /> 0 107Y0 10�70 POST 16080 O_V_R_HD. POST (GARAGE, PORCHES) THEN R-30 INSULATION
<br /> r_ _
<br /> MUST BE PROVIDED UNDER HEAT DUCT
<br /> � PORCH I GARAGE DR. I
<br /> 2.13 4x8
<br /> 6'x 8' C14 1 y2" GWB ON WALLS, POSTS AND I 2018 WSEC 4.1
<br /> d CONC. I I BEAMS SUPPORTING FLOORS ABOVE ALL SUPPLY AND RETURN DUCTS LOCATED O
<br /> 9'CLG_ I I _ IN AN UNCONDITIONED ATTIC SHALL BE
<br /> C) 'I P1_3 6050 P1-3 P1_3 j & MIN. 5�» TYPE X GWB ON CLG. C) DEEPLY BURIED IN CEILING INSULATION I_DUCT LEAKAGE SHALL BE LIMITED TO 3
<br /> cal — 6x8 — 2 151 CFM PER 100 SQ FT OF CONDITIONED
<br /> 0 2.14 6x6 6x6 I I FLOOR AREA. (V
<br /> _ PT POST AIR HANDLERS) SHALL BE LOCATED
<br /> O
<br /> POST I I WITHIN CONDITIONED SPACE
<br /> ' 1 I
<br /> � UP 3 I I
<br /> I — — 2.11 6x12"
<br /> 3 P1-3 3 3 P1-3 3 D
<br /> FIRST FLOOR PLAN Q
<br /> 1/4 11
<br /> /4" = 1'-0" t 1 1
<br /> 6'-0" 6'-0" 4'-0" 4'-0" 2'-0" 16'-011 2'-0" LIV. AREA = 1 ,062 ft2 U)
<br /> GLAZING = 169 ft2 ( 15.9%) VJ
<br /> 121-011 $ -0 GAR = 465 ft2
<br /> 20'-0" 20'-0" GARAGE RIGHT PAGE
<br /> 40'-0" 2 of 8
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