HomeMy WebLinkAboutSFR - BLD Plot / Site Plans - 7/30/2003 TYPICAL 98WM 11ILLi. RIM28 STRUCTURAL NOTES
All wall sheathing shall be 1/2" CDX plywood or 7/16" OSB, or as
called out below, with exterior exposure glue and span rated "SR CONTRACTOR OWNER AND FRAMER ARE TO
24/0" or better. (5/0" T1-ll siding is an acceptable substitution
where 1/2" or thicker sheathing is specifically called out THOROUGHLY REVIEW THESE DOCUMENTS AND THEIR
2X4 FLAT DLKCC& in the schedule below) RELATIONSHIP TO THE ARCHITECTURAL PLANS . IF
STUI,L TMJ66ES All nails shall be 6d box (0.113 inch diameter) . Nail size and THERE ARE ANY QUESTIONS , OR DISCREPANCIES
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��TIWJste aATW Tftz, spacing at all sheathing edges shall be as required below or as ABOUT THE NOTES , DETAILS , OR PLANS CONTACT
shown on the drawings. Nail spacing shall be 12" on center for all
field nailing except as noted. THE ENGINEER OF RECORD AT ACCU—CALC
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Hold-downs shall be Simpsor. "Strong Tie" or United Steel Products ENGINEERING (360) 432-8903 .
N-I GLIP'S Y 4 per the manufacture's
• �. OL� Company "Kant-Sag" and shall be installed
2X VENTED " s` OG recommendation. These structural notes supplement the drawings. Any discrepancy
�' CL" �G found among the drawings, these notes, and the site conditions
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All double and triple studs (ALLMM NM •OLDOIW SCEN)IM) shall be shall be reported to the Engineer, who shall correct such
aIEATlNG JOINT nailed together with (2) rows 10d's staggered at 4" on center each discrepancy in writing. Any work done by the Contractor after
row for each layer. discovery of such discrepancy shall be done at the Contractor's
2X4 FLAT DLKL risk. The Contractor shall resift and 000rdiaate the dimensions
87UR TPLIed" ALL SOARMLL "AWNG La SHALL BE HMD/-TIR i2 OR BTR MATZRIAL. among all drawls" prior to prooseding with any work or
6dy a li` O,C. 6"WAAYALL fabrication. The Contractor is responsible for all bracing and
SWlZIM !A=L JOr7ATB LOCATED ACROSS STUD MALLS SHALL HAVE TRZIR shoring during construction.
N-1 Cl.IP6 •4ji. Oz. an - SEE PLAN ) M1 1LOCMWD WITH NONIXXL THICKMZSS MATRRIAL3 TEAT MATCH TM
(PL.AC! DEPOIRE IN Kra.) EM N&ZLXM NUMI ZR RZQUIRAKZWS ABOVE' All construction shall conform to the applicable portions of the
latest edition of the Uniform Building Code except where noted.
SHL71R WALL 3CHLDULE Design Criteria:
WALLQ sheathing nailed with 8d box at 6" on center all edges. i. Live Load - 25 PSF (Snow)
40 PSF (Floor)
sheathing nailed with 8d box at 4" on center all edges. 2. lead Load 15 PSF (Roof)
12 PSF (Floor)
10 PSF (Mood Walls/Partition Load)
ROOF PORCH SOFFIT SHEAR TRANSFER S2 END TRUSS WALL CONNECTION t acREDvis 3. Wind " 11500 PUBC (Concrete)Exposure B eo mph
S HPAHD22 attatches to form before pouring with 10" minimum embedment 4. Earthquake - 1997 USC, Zone III
into concrete and attatches to 3x member in wall above with 5. Soil - 1500 PSF, Assumed Bearing Capacity
(24) 16d common nails or (4) 112" dia. bolts.
Foundation
1. All footings shall be founded on native undisturbed soil.
2. A continuous 4" diameter perforated footing drain shall
JJ1, e v` fit, be placed around the entire perimeter of the foundation
04U �� µ� I�i�� THAW" • 24. O.c and installed as shown on the drawings. The footing drain
shall be sloped and terminated at an approved location
away from the structure.
2XACl_ICCS. 15TUN PKX;F&WEATWINS <. Pressure-treated Mud-sills: Use 112" diameter X 10"
,r Tn"Weft • �- anchor bolts at 48" on canter with pQreas4tse treated lac
���,� )}per - - - � P%CCP SLOPE �' nominal thiclweas plates, unless othBrwiSt noted On the
Oq� P LOUER RDOF foundation plan.
bAIlV TRtJ66E6 ea,a s oc. 4. See main floor plan for holdowns not called-out on the
foundation plan.
5. All anchor bolts shall use 2" square x 3/16" thick steel
plate washers.
q - 2X Na%L� tx�TZD��' 6. Contractor may step foundation footings, but shall not
�s1f_ UAI�N�1 /1 y_) ,- stop foundation Malls short of floor diaphragms unless
may ' • , � otherwise shown on foundation plan.
` � _ P1LA,•.E NOTE
TZnC DO NOT HACXYXLL AMINS 101ILL8 FOR A NXW1NWI OF
- 14 DAX8 1AXD ONILY AFTER THE FLOOR
MIhQ�H-I GLlrt �Y81�!•l IQ-..(�j�Z_. - -
• - /A��`,�(�7J EVEW OTHIM TWAM
6A"a ZMEitiliM, saEJ►THZD, IMI� MB►IL>m O!!)
wl ' ALT.b�6
Si092M4, WACXWQ, COWACTION DU312S THZ HACXV=
M=288 SS MM COW"ACTOR'3 RESPOKSISILITY.
I N GZGPdE f"�T �
Concrete 4 Reinforcing Steel:
woc 1. All concrete work shall be per the 1997 UBC Chapter 15.
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Tolerances shall be per UBC Chapter 19, Section 07.la '7TYP. LOWER ROOF TRUSS TO Mixing, placement, and inspection shall be per Sections
'r(P. . 51b� of vt1�lY 03, 04,UPPER CABLE TRUSS 2. All reinforcing
and 06.
shall be ASTM A625 Grade 40 for S4 bars
S - TYP. TRUSS WALL CONNECTION or smaller and Grade 60 for S5 bars or larger.
,S 1 3. Concrete shall be in accordance with ASTM ISO.
f•c - 2500 PSI 9 28 day
slump = 4" maximum, 66 Air entrained.
Carpentry:
1. Floor trusses shall be by Trus-Joist, Boise Cascade,
Louisiana Pacific, or other approved manufacturer and
installed in strict accordance to the Imanufacturer's
specifications.
(2) Ibd'a • I(o, O.C. 2. Roof trusses shall be by a pre-approved manufacturer and
(2) WDd'a EA JOIST constructed according to the specifications of the Truss
Plate Institute. Contractor and Truss Manufacturer are
responsible for all bracing of the trusses including end
wall bracing and all other bracing between the building
FLOOR JOIST6 1�US6 D and the trusses unless specifically shown otherwise on
SEE PLAN the drawings.
EDGE NAILWA 3. Plywood shall be nailed 6"o.c. edges and 12" field with
, )I�.y a„ 8d's unless otherwise noted on the drawings.
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04 YEWS
46' O.G Hardware:
RTB
611rIP80N STRAP
FiORiZ. t3A(i_ All connection hardware shall be Simpson "Strung Tie". Connection
1
SEAM hardware exposed to the weather or soil shall be treated as in
s X P.T. PLATE yy�ua �,a • 11 = steel above.
46' O.C,.U.ON.ON PLAN (2)04's C47NT. - NAILED TO TRIA6
V 246 LAP! FNMT 4 TI.4W4 TO DEtI m CAUTION
r PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS. BRACE PER
o
RECOMMENDATIONS.
u tv // �' � � � a CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL CONDITIONS AND ALL
o FOOTING DRAIN ELEVATIONS.
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NATIVE IND16TUREeD
N �4 (!c" bOIL i OF STRAP * 1�7'��,-oz?j 3 (G�
01Mr-tJ5"'s F�_DV-7"O STOIZ-4 GOP"" ' SHEAR STRAP DETAIL `
s TYP. FLOOR FOUNDATION SECTION S� ACCU-CALL INCORPORATED
7 :1 SHELTON, WA- 4360) 432-8903
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O APPROVED BY
"��s^ G4I1 SCALE DRAWN BY
8 0/ DATE PROJECT #03-217 REVISED
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$_29_ BARBA.RA JOHNSON RESIDENCE
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L DRAWING NUMBER
STRUCTURAL NOTES & DETAILS SHEET SI OF I
STOCK DRAFTING FORM NO I0I-63