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SHEARWALL SCHEDULE (D
<br /> SW OSB Nails Nails Nails Boundary Seismic Wind Anchor Clips Clip 40'-�" U) Z
<br /> type edge field Member listx.94 x1A Bolt518" type Spacing SPECIAL INSPECTIONS REQUIRED FOR STRUCTURAL C) Q
<br /> to adjust @ @ C w
<br /> @ @ ( i k WOOD PAR IBC 1;05.1Z.2. -22'-O" 18'-�" w =
<br /> (in o.c.) (in o.c.) for HF) plf (in o.c.) (in o.c.)
<br /> P1-6 0
<br /> 7116" 8d 6" 12" 2x 225 315 48" LTP5 24" PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED O
<br /> P1-3 19/32" 10d 3" 12" 3x 625 875 36" LTP5 12" FOR NAILING; ANCHORING, AND OTHER FASTENING Q'-011 6'-0" 3'-6" 1-011 Z'-611
<br /> Roof 7/16" 8d 6" 12" 2x 226 316 OF ELEMENTS OF THE SEISMIC FORCE-RESISTING
<br /> J (7
<br /> Floor 3/4"T.G. 10d 6" 12" 2x 300 420 SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD
<br /> Z J
<br /> Straps Callout Strap All Wood Nails/ DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS
<br /> T Member Bolts AND HOLD-DOWNS. _
<br /> m
<br /> (Ibs) (in)
<br /> A MST37 2345 (2)2x 20-16d SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN THE Q
<br /> Holdowns Callout All Wood Bolt Embedment FASTENER SPACING IS MORE THAN 4 INCHES.
<br /> T Member type
<br /> (Ibs) — -
<br /> HDU2 2215 (2)2x SB5/8x24" 18" N
<br /> 2 HDU4 3285 (2)2x SB5/8x24" 18" )M�r; A��P 5050 P1 3 5050 P 3 — — 36"HI RAILING — — I�
<br /> 3 STHD14 3815 (2)2x NA NA _ LLI
<br /> 4x10 2.12 4x10 2.12 A 5%$x 16%2 GLB FLUSH 2.5 6x6 PT o =
<br /> P1-3 POST �--
<br /> CD COVERED u I J _
<br /> 30 o PORCH o o ►- Q o
<br /> FR X 1 8' x 18' a0 m
<br /> 7 -4
<br /> FRAMING ABOVE MAIN LEVEL KEY LIST I SM -
<br /> CONIC. �2 ?
<br /> DW Il P1-3
<br /> KEY NO.2.1 MANUFACTURED TRUSS ROOF KITCHEN -_�I LI_I
<br /> KEY NO.2.2 TJI 210,2-1116X9-1/2",@ 16"O.C. � 10' x 16' I m DINING A 5050 5050 z
<br /> ALTERNATIVE: FLOOR JOISTS,HF NO.2,2X12",@ 16"O.C. ' 9' CLG. a z: 9' x G. —
<br /> � HRDWD. EJ
<br /> I z 9' CLG. 4x10 4x10 _ m
<br /> KEY NO.2.3 STAIR STRINGERS,HF NO.2,2x12",@ 16"O.C. I � HRDWD.
<br /> KEY NO.2.4 JOISTS AT LANDING,HF NO.2,2X6",@ 16"O.C. 1 2.12 2.12 O
<br /> P1-6� Q PF v>•o j to 1 �
<br /> KEY NO.2.5 GLULAM WS,24F-1.8E,5-118X16-112"
<br /> � Q � 100 CFM z o� � f P1-6 �n
<br /> KEY NO.2.6 BUILT-UP BEAM,DBL.JOISTS,HF NO.2,(2)2x12" ty x
<br /> N Ul co I U
<br /> KEY NO.2.7 BEAM,DF NO.2,6X12" �`� I I O I 2'
<br /> ALTERNATIVE WITH 9-112"TJI:LSL,1.55E,2325FB,3-1/2X9-1/2" —
<br /> KEY NO.2.8 BEAM,DF NO.2,4X10" - x GREAT RM. T111
<br /> KEY N0.2.9 GLULAM WS,24F-1.8E,5-11sx19-112" 24 `� 36"HI 1/2 WALL co ® 15' x 19' 6" _ - O2.13 2.13 - 9' CLG. JoIST'S _ o o
<br /> KEY NO.2.10 GLULAM WS,24F-1.8E,5-118X16-1/2" 2-JOISTS 2.6 1 C14 _ U) cn 1
<br /> KEY N0.2.11 GARAGE HEADER,DF N0.2,6X12" 4X8 4X8 HRDWD. o ® 16" O.C. I I o LO c�
<br /> I �� z
<br /> KEY NO.2.12 HEADER,DF NO.2,4X10" O 26 }2" GWB ON - UP `" I _
<br /> DROP _
<br /> ER DF N0.2 4X8" ZONE 5'-0" 4'-6" UNDERSIDE �j 8 � — O
<br /> KEY NO.2.13 HEADER, LL
<br /> (V o o OF STAIRS � 2.3 I O H I 18" ' a-
<br /> KEY NO.2.14 POST,HF NO.2,6x6",P.T. O 2$ PANTRY
<br /> _T_ C) x S.C. N + N w
<br /> KEY NO.2.15 BUILT-UP POST,TRIPLE STUDS,HF NO.2,(3)2X6" _ 4'6"x 5' 2.4 x O N
<br /> LO o S.C. _ 2.3 cv c-I M O
<br /> 5'x 5' _'
<br /> FRAMING ABOVE BASEMENT KEY LIST M 4x 0 SHELVES UP 0l DN _ r n
<br /> V O
<br /> 2x6 7 I I Q -J
<br /> 2.12 P1-6 Q LL
<br /> zo
<br /> KEY NO.3.1 DECK JOISTS,HF NO.2,2X8",@ 16"O.C.,P.T. 1 P1-8 1 2x6 4x10 - BEARING WALL- -
<br /> KEY NO.3.2 TJI 210,2-1l16x9-1/2",@ 16"O.C. U 2 P1 60 _R&S 5' 8" x 2' -- PED. '~^
<br /> ALTERNATIVE: FLOOR JOISTS,HF NO.2,2x12",@ 16"O.C. O I — DWH SDco
<br /> KEY NO.3.3 STAIR STRINGERS,HF NO.2,2X12",@ 16"O.C. - N 10" BI PASS 10" F/
<br /> 00 2 CO COLL
<br /> KEY NO.3.4 JOISTS AT LANDING,HF NO.2,2X6",@ 16"O.C. '
<br /> x 40 '
<br /> KEY NO.3.5 BEAM,DF NO.2,4X10" � F O
<br /> LL HD 24 (vr0)
<br /> KEY NO.3.6 BEAM,DF NO.2,4X8",P.T. 1 0 2 15 2' HRDWD. 6 x 3 4 90 CFM
<br /> KEY NO.3.7 HEADER,DF NO.2,4X10"M x 6x6 9'CLG. P1$
<br /> 5-1/8x19-1/2" GLB 2.9 POST 5 x 5 8
<br /> 2.15 - - 2x6 2x6
<br /> =� BEARING WALL
<br /> 6x6
<br /> POST 1� 8 ENTRY �6
<br /> T.
<br /> GARAGE _J (o _
<br /> I x 150
<br /> P1-6 20 x 22/24 3080 `* �� FLEX RM. -
<br /> O x 1 CONIC. I SFTY 26 \� CARPET O
<br /> 2.10 �,� _--_� 9'CLG.
<br /> HEATING EQUIPMENT AND ALL DUCTS TO BE N 2.15 5-1/8x16-1/2" GLB - 4x8 4x8 4x8 - Q
<br /> CONTAINED WITHIN HEATED ENVELOPE. FLOOR — — —
<br /> AREAS "UPR FLR" DUCTS SERVICE UPPER FLOOR 6x6 2.15 6x6 1070 1070.
<br /> AREAS (VENTS IN FLOOR) IF DUCTS TRAVEL POST 16080 OVRHD. POST SFI`r SFTY o
<br /> THROUGH FLOOR OVER UNHEATED SPACES r GARAGE DR. I
<br /> (GARAGE, PORCHES) THEN R-30 INSULATION I x PORCH
<br /> MUST BE PROVIDED UNDER HEAT DUCT I }2" GWB ON WALLS, POSTS AND I CONIC. 4x8 2.13
<br /> 2018 WSEC 4.1 i BEAMS SUPPORTING FLOORS ABOVE I 9'CLG. -
<br /> ALL SUPPLY AND RETURN DUCTS LOCATED O & MIN. 5/$" TYPE X GWB ON CLG. p ') p-3 6050 P1_3 1 -1 O
<br /> IN AN UNCONDITIONED ATTIC SHALL BE _ I"'
<br /> DEEPLY BURIED IN CEILING INSULATION I 12.15 — 6x8 — N U)DUCT LEAKAGE SHALL BE LIMITED TO 3 O I I 6x6 6x6 2.14 O
<br /> � (V
<br /> CFM PER 100 SQ FT OF CONDI1IONED I IPOST PT -
<br /> FLOOR AREA. I I POST O
<br /> AIR HANDLER(S) SHALL BE LOCATED 1 I
<br /> WITHIN CONDITIONED SPACE
<br /> I
<br /> I I U 3
<br /> 6x12" 2.11 I �y)
<br /> 3 P1-3 3 3 P1-3 3
<br /> 1
<br /> FIRST FLOOR PLAN Q
<br /> 1/4 11 = 1'-0"
<br /> 2'-0" 16'-0" 2'-O" 4'-0" 4'-0" 6'-0" 6'_0" UJ
<br /> LIV. AREA = 1 ,062 ft2 (n
<br /> GLAZING = 169 ft2 ( 15.9%) 81-011 12'-011
<br /> GAR = 465 ft2
<br /> GARAGE LEFT 20'-0" 20'-0" PAGE
<br /> 14 40'-0" 2 of 7
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