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<br /> REED & ASSOCIATES, PS
<br /> ',' Civil&Structural Engineering
<br /> 8311 212th St.SW,Edmonds,WA 98026
<br /> Office(425)778-2793 Fax(425)775-2073
<br /> �3.
<br /> �� General Structural Notes -Unless Noted Otherwise ,
<br /> } GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC), 2003 EDITION, OR
<br /> OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTtON. ` '" .
<br /> DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. f
<br /> REED&ASSOCIATES, PS REED 8�ASSOCIATES,PS 11/18/2005 INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT F�R INSPECTIONS .
<br /> CivilBStrucNrelEnpmeenne HOLDOWN SCHEDULE �CivildStruduralEnBineering REQUIRED BY LOCAL JURISD�CTION. . •
<br /> ':' 8111 Tt2th SL SW,Edmands,WA 98026 '; 8711 212th St.SW,Edmonds,WA 98U26
<br /> OfACe(125)779-2793 Fez(425)775-2073 O1Rce(425)7762797 Fa%(425)775-207� 05-754
<br /> SHEARWALL&HOLDOWN NOTES (U.N.O.) : MARK HOLDOWN/ FASTENERS TO FOUNDATION COMMENTS FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR
<br /> (1) Simpson or equal. Locate at end of shearwall u.n.o. Install STRAP'(1) (2)-STUDS MIN U.N.O. ANCHOR'(1)(4) FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE.
<br /> per manufacturer recommendations for foundation minimum end (24) - 16d sinkers to each wall-to-wall connection u.n.o.
<br /> distance and embedment,deepen foundation as required. T-� MSTC52 connected element N�A COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC
<br /> MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF
<br /> . (2) Construct cripple wall same as shearwall (SW) above, and T_2 STHD14/14RJ (38)/(30)- 16d N/A 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST �
<br /> gable-end same as shearwali (SW) below. PROCEDURES.
<br /> (3) Requires 3x or(2)2x foundation sill plate
<br /> (4) Threaded rod and coupler as required. T-3 PHD6-SD53 (18) - SDS'/4x3 SSTB28 CONCRETE fc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0
<br /> GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE
<br /> 5 Common nails, UNO: 8d=0.131"x2Yi', 10d=0.148"x3",
<br /> 12d=0.148"x3Y:', 16d=0.162"x3'/z", 16d sinker=0.148"x3'/:'. T_4 HD15 15)- 1"fE 1.25" fE studs into 5.s��wood MIN PREVENTED.
<br /> STUD BOLTS Type"A" BOLT A.B.requires 36"min embed. r
<br /> REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE
<br /> (6) Install H1's on all trusses/rafters,A35's at 24"o/c on gables& GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SNALL
<br /> rim joist(orsolid blkg)to top plate (sill plate at fdn) u.n.o.;When CONFORM TO ASTM A-185 AND SHALL BE 6X6-W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES.
<br /> specified spacing is less than 24"o/c, instail A35's at roof solid ',
<br /> blk'ing to �W top plate, and install H1 or H2.5 on ali TIMBER FRAMING SHALL MEET THE FOLLOWING MtNIMUM STANDARDS:
<br /> trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35.
<br /> BEAMS AND POSTS (4x_AND GREATER): DF-L#2
<br /> Conn. per Simpson Strong-Tie or equal.
<br /> JOISTS/STUDS (2x�: HF#2/STUD
<br /> (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o!c at GLUE LAMtNATED BEAMS (GLB) 24F-V4(24F-V8 AT CANTILEVERS)
<br /> abutting panel edges. 2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER",
<br /> (8) Anchor bolts shall be embedded at least 7" into concrete; LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL
<br /> there shall be a minimum of two bolts per piece with one bolt
<br /> CONNECTIONS PER IBC TABLE 2304.9.1.
<br /> located not more than 12"or less than seven holt diameters from ''�
<br /> Each end of the piece. 2x min PT, u.n.o. ROOF QIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED '
<br /> EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT .'-
<br /> _ REQUIRED.
<br /> �REED 8�ASSOCIATES,PS Date: 11/18/2005
<br /> SHEARWALL SCHEDULE ��' a°p''Str°`a`�E°°ne`�° FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T8�G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAILALL
<br /> 8311 212tli St.SW,Edmonda,WA 96026 Job#: 05-754
<br /> � orr,�t+zs�nn.z�es Fa:c�zs�7:bzo7a SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C.,
<br /> SHEATHING-APP�Y TO SHEATHING EDGE NAILS"(5) ROOF TO TOP PLATE, SILL PLATE ANCHORS w/
<br /> MARK BASE PLATE BLOCKING NOT REQUIRED. +
<br /> ��2� 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED NAILS`(5) FLOOR TO TOP PLATE 2��x 2"x 3/16"WASHERS*(8}
<br /> U.N.O. BELOW (do not penetrate past flush) & SILL PLATE "(6) MISCELL.ANEOUS THE CONTRACTOR SNALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR
<br /> SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STfFFENINGS �
<br /> SW-1 7/16"OSB 8d @ 6"o/c(12"o/c field) 16d @ 9"o!c A35 @ 24"o/c 5/8"f�x10"AB's @ 60" o/c HAVE BEEN INSTALIED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
<br /> MANUFACTURER'S RECOMMENDATIONS.
<br /> SW-2 7/16"OSB 8d @ 4"o/c(12"o/c field) 16d @ 4 "o/c A35 @ 12"o/c 5/8"�Jx10"AB's @ 16' o/c
<br /> WIND DESIGN CRITERIA :
<br /> SW-3 or 7�16" OSB Both Sides*(7) 8d @ 2"o/c(12"o/c field) (2)-16d @ 4"o!c A35/;_TP4 g ��o/c 5/8"0x10"AB's @ 16"o/c*(3) BASIC WIND SPEED-85 MPH IMPORTANCE, Iw= 1.0
<br /> RSW to dbl 2x rim/blk'g each side WINDOW EXPOSURE, B
<br /> SEISIMIC DESIGN CRITERIA:
<br /> IMPORTANCE, le = 1.0 SS = 1.25
<br /> Site Class, D S� = 0.40
<br /> SEISMIC DESIGN CAT., D Sps = 0.83
<br /> SEIS. FORCE RES. SYS, 1.K. Sp, = 0.43 '��
<br /> DESIGN BASE SHEAR = ��� Ibs CS= 0.13 � �
<br /> SIMPLIFIED METHOD R = 6.5 ,
<br /> �,
<br /> 2x TOP PLATE 1'-4" MIN
<br /> � WIDTH �
<br /> � NAIL SHTG TO
<br /> . . . . �.
<br /> � � � HEADER @ 3"OC EW
<br /> .�-----i.
<br /> � n T �n 3 2x STUDS UNO
<br /> = HEADER PER PLAN �i�i•� i•i i� NAIL SHTG TO
<br /> � � EXTEND OVER .���.� �.���. EACH STUD
<br /> _ � SHEARWALL ROOF SHEATING
<br /> W '� APA RATED SHTG 8d NAILS (a) 3"OC PER PLAN
<br /> = m PER SW SCHED ALL PLATES
<br /> � X HOLDOWN HEADERS & STUDS �
<br /> � � PER PLAN (3) 2x PLATES
<br /> o NAlL SHTG
<br /> � TO EACH PLATE MFG'D TRUSS 2x NAILER
<br /> .' -11- .' (TYP)
<br /> _ w/ 16d C� 6" O.C.
<br /> (1) 5/8"f� A.B. 8" CONC STEM WALL (BOTH TRUSSES)
<br /> EMBED 7" M1N (2} #4 VERT EA FACE
<br /> CONC SLAB #3 TIES @ 8" O.C.
<br /> WALL FRAMING PER PLAN
<br /> CONT FTG W/ _ =j(��T � �
<br /> (2) #4 TOP
<br /> & BOT 1 -6 MIN. 8d PER SW SCH.BASESPLATE MSTC STRAP PER
<br /> ' 11 EDGE NAILING NAILING HOLDDOWN SCHEDULE W/
<br /> EQUAL NUMBER OF NAILS TO
<br /> EACH CONNECTED E�EMENT ;}''�Y "�� .
<br /> �' ���.,.�.�. :���'�x
<br /> F��,�r�����'�P�,�,�'�
<br /> SHEATING PER ;,,�' � ��. {,f,�� ��`� ;�
<br /> SW SCHEDULE SW PER SCHEDULE � F� . _y����� ��,
<br /> ..�. �� � �
<br /> � � �..t . �����. �:;� ` �
<br /> BEAM PER PLAN �: .c, ��,���y3� �� �
<br /> A ���, `'��„��T�'��,��� ��;�� . �
<br /> �'�FOihab\1��t�`���
<br /> RAISED SHEAR WALL RSW 2 ROOF TRUSS PARALLEL TO INTERIOR SHEARWALL, TYP. � ����-���°���' � �40�
<br /> � � -L{ .�.r_. �.rt -�. _���.�� i
<br /> ��x ������� �� � o� a
<br /> 1 SCALE: NTS Scale: 3/4" = 1 '-0" �
<br /> ,;.
<br /> 3 MSTC STRAP @ BEAM , TYPICAL '
<br /> Scale: 3/4" = 1 '-0"
<br /> R&A JOB SUB�CT: BY: , " R&A JOB � SUBJECT: BY: � � �
<br /> REED 8�ASSOCIATES PS � REED 8�ASSOCIATES PS 05-754 � Bellmonte Hei hts QH ..�
<br /> Gi�II&Structural Engineering ' 0 5—7 5 4 B e I I m o n t e H e i g h t s Q H Civil&Slructural Engineering ' g
<br /> �w' 8311 212th St,SW,Edmonds,WA 98026 � 8311 212th St.SW,Edmonds,WA 96026
<br /> offica(425)77&2793 Fax(425)775-2073 sc,,,�: N TS ���� 11 /21 /0 5 sF+�ET. 2 �K��. WE R '■ OKce(425)778-2793 Fax(425)775-2073 SCALE: N T� �A�: � � �2� /O�J SHEET: 3 CHK�o: WE R
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