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HEARWALL SCHEDULE
<br /> SPECIAL INSPECTIONS REQUIRED FOR STRUCTURAL SW OSB Nails Nails Nails Boundary Seismic Wind Anchor Clips Clip 0
<br /> WOOD PER IBC 1705.12.2. type edge field Member listx.94 x1.4 Bolt5/8" type Spacing
<br /> 40'_0" 1 @ @ (to adjust @ @ � Z
<br /> PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED (in o.c.) (in o.c.) for HF) plf (in o.c.) (in o.c.) C) <
<br /> 1$'-0" 22'-0'� FOR NAILING, ANCHORING; AND OTHER FASTENING P1-s 7/16" 8d 6" 12" 2x 225 315 48" LTP5 24" LLl
<br /> y OF ELEMENTS OF T HE SEISMIC FORCE-RESISTING , P 3 19/32" 10d 3" 12" 3x 625 875 36" LTP5 12" 2 0
<br /> I SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD Roof 7/16" 8d 6" 12" 2x 226 316 0 Q
<br /> 71-61' 7 0 3-6 61-0„ 9 011 DIAPHRAGMS, DRAG STRUTS.. BRACES, SHEAR PANELS Floor 3/4"T.G. 10d 6" 12" 2x 300 420
<br /> J -1
<br /> AND HOLD-DOWNS.
<br /> Straps Callout Strap All Wood Nails/ Q -1
<br /> T Member Botts Z J
<br /> SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN THE (Ibs) (in) O m
<br /> FASTENER SPACING IS MORE THAN 4 INCHES. A MST37 2345 (2)2x 20-16d P
<br /> Holdowns Callout All Wood Bolt Embedment F
<br /> T Member type Q
<br /> (Ibs)
<br /> HDU2 2215 (2)2x SB5/8x24" 18" H
<br /> 2 HDU4 3285 (2)2x SB5/8x24" 18"
<br /> 36"HI RAILING A P1-3 5050 P1-3 5050 _P1-3 Al3 STHD14 3815 (2)2x NA NA W
<br /> T 2.5 5 Y8 x 16 Y2 GLB FLUSH A 2.12 4x10 2.12 4x10 L
<br /> O POST P1-3 �
<br /> J I COVERED
<br /> 66 P
<br /> FRAMING ABOVE MAIN LEVEL KEY LIST O
<br /> o � o C; PORCH l 0 30
<br /> -1 Y 8' x 18' FR I 4'-6" KEY NO.2.1 MANUFACTURED TRUSS ROOF
<br /> o SFIY
<br /> _ _x w CONC. i1---- KEY N0.2.2 TJI 210,2-1/16X9-1/2",@ 16"O.C.
<br /> O' n I (h N O ® Ij D W ALTERNATIVE: FLOOR JOISTS,HF NO.2,2X12", 16"O.C.
<br /> P1-3 @
<br /> ��--- KITCHEN KEY NO.2.3 STAIR STRINGERS,HF NO.2,2X12",@ 16"O.C. 7�
<br /> Q I 10' x 16' I KEY NO.2.4 JOISTS AT LANDING,HF NO.2,2X6", 16"O.C. L
<br /> 5050 5050 A DINING m @
<br /> 1Tx16' I ° 9' CLG. —
<br /> 4x10 4x10 9'CLG. z j HRDWD. (0 KEY NO.2.5 GLULAM WS,24F-1.8E,5-1/8X16-1Y2" co
<br /> 2.12 2.12
<br /> HRDWD. w KEY NO.2.6 BUILT-UP BEAM,DBL.JOISTS,HF NO.2,(2)2X12" O
<br /> P1-6 �/
<br /> I I i - �VT0� i
<br /> _ KEY N0.2.7 BEAM,DF N0.2,6X12"
<br /> lf) P7$ I 100 CFM O O d' ALTERNATIVE WITH 9-1/2"TJI:LSL,1.55E,2325FB,3-1/2x9-1/2"
<br /> x
<br /> CU I 'o _J N KEY NO.2.8 BEAM,DF NO.2,4X10"
<br /> 2' I O I I ' 1 KEY NO.2.9 GLULAM WS,24F-1.8E,5-118X19-1/2"
<br /> i2 KEY NO.2.10 GLULAM WS,24F-1.8E,5-118X16-1/2"
<br /> GREAT RM. ® X KEY NO.2.11 GARAGE HEADER,DF NO.2,6X12"
<br /> p - _ I 15'x 19'6" 36"HI 1�2 WALL I 24 KEY NO.2.12 HEADER,DF NO.2,4X10"
<br /> o o I v JOIST'S 9' CLG. r� "' 2.13 2.13
<br /> a 1 I � I 2.6 2-JOISTS KEY NO.2.13 HEADER,DF NO.2,4X8"
<br /> c� > U) I I @ 16" O.C. o HRDWD. `�° o N 4x8 4x8 Z
<br /> O I I 26 _ KEY NO.2.14 POST,HF NO.2,6X6",P.T. L
<br /> I 04 I UP b V GWB ON ZONE KEY NO.2.15 BUILT-UP POST,TRIPLE STUDS,HF NO.2,(3)2X6" T
<br /> _ Of ,� 8 1 UNDERSIDE 4'-6" 5'-0" r...Ln
<br /> -1 18" I o �, I 2.3 OF STAIRS $ o o N o V
<br /> N PAY 2 FRAMING ABOVE BASEMENT KEY LIST
<br /> N cv x 2.4 4.6"x 5. S_C_ x 01
<br /> ch CV CV S_C R i. O O
<br /> 0 2.3 : w+ �5'x 5 KEY NO.3.1 DECK JOISTS,HF NO.2,2X8",@ 16"O.C.,P.T.
<br /> _ LO I M 8P SHELVES 6 4x10 M KEY NO.32 TJI 210,2-1116X9-1/2",@ 16-O.C. W O
<br /> DN
<br /> -!-f
<br /> 2.12 5'-10' 3'-0" x ALTERNATIVE: FLOOR JOISTS,HF NO. ZX12",@ 16"O.C. �.L
<br /> P1-6 BEARING WALL 1 4x10 2x6 P1� KEY NO.3.3 STAIR STRINGERS,HF NO.2,2x12",@ 16"O.C.
<br /> 5° 8"x 2` 6D P1$; KEY NO.3.4 JOISTS AT LANDING,HF NO.2,2X6",@ 16"O.C. (n
<br /> � D
<br /> Re'cS SD 1 i � �/
<br /> KEY NO.3.5 BEAM,DF NO.2,4X10" � LL
<br /> GF 10" BI PASS 10" N CO 00 d KEY NO. BEAM,DF NO.2,4X8",P.T.
<br /> (0 LOLL
<br /> _' ,GAO CC) ti KEY NO.3.7 HEADER,DF NO.2,4X10"M
<br /> HD
<br /> LL
<br /> P1-6 90�COFM <24 6' x 3'4" sCLG1� 2 2.15 05'x5' 8 6x6 v
<br /> POST 2.9 5-1/8x19-1/2" GLB 2.15
<br /> 2x6 2x6 — — — —
<br /> BEARING WALL _=-C r 6x6
<br /> 26 ENTRY U)I POST
<br /> OPT. 8'2"x 12' ~
<br /> o GARAGE
<br /> 50 I x I o 20' 'x 22724 P1
<br /> FLEX RM. OPT 3080 `n x 10' CLG. CO
<br /> 6 SFfY CONC. 00 HEATING EQUIPMENT AND ALL DUCTS TO BE
<br /> 11'x s'6" � 2 001 2.10C14
<br /> CD CARPET CONTAINED WITHIN HEATED ENVELOPE. FLOOR
<br /> 9'CLG. rF==== CV) 4x8 4x8 4x8 5-1/8x16-1/2" GLB 2.15 N AREAS "UPR FLR" DUCTS SERVICE UPPER FLOOR Q
<br /> AREAS (VENTS IN FLOOR) IF DUCTS TRAVEL 0
<br /> 6x6 2.15 6x6 THROUGH FLOOR OVER UNHEATED SPACES
<br /> 0 10ry 10TY0 POST 16080 OVRHD. POST (GARAGE, PORCHES) THEN R-30 INSULATION
<br /> _ _
<br /> I r- -- -----------------------------� MUST BE PROVIDED UNDER HEAT DUCT
<br /> � PORCH I GARAGE DR. I
<br /> 2.13 4x8 6' x 8' I Y2" GWB ON WALLS, POSTS AND I 2018 WSEC 4.1 }
<br /> CONC_ I BEAMS SUPPORTING FLOORS ABOVE I ALL SUPPLY AND RETURN DUCTS LOCATED
<br /> 9'CLG_ I I _ IN AN UNCONDITIONED ATTIC SHALL BE O
<br /> o P1_3 6050 P1_3 1 P1-3 & MIN. " TYPE X GWB ON CLG. O DEEPLY BURIED IN CEILING INSULATION
<br /> 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. N
<br /> PT POST' AIR HANDLER(S) SHALL BE LOCATED
<br /> O
<br /> POST I I WITHIN CONDITIONED SPACE
<br /> ' I I
<br /> U P 3 I I
<br /> I — — 2.11 6x12" — I N
<br /> 3 P1-3 3 3 P1-3 3 D
<br /> 1
<br /> FIRST FLOOR PLAN Q
<br /> 1/4" = 1'-011
<br /> ' " LIV. AREA = 1 ,062 ft2 W
<br /> 6-0 6-0 4-0 4-0 2-0 16-0 U)
<br /> GLAZING = 169 ft2 ( 15.9%)
<br /> 81-011 GAR = 465 ft2
<br /> 20'-011 20'-0" GARAGE RIGHT PAGE
<br /> 40'-0" 2
<br /> of 8
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