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W <br /> V, 2�`��� M�N. Date: 1U1712017 � <br /> 2x TOP PLATE � �-, �r���,�-;�-�� HOLDOWD SCHEDULE Job#: 0846 O ' <br /> W I DTH SHEARWALL&HOLDOWN NOTES(U.N.O.): MARK HOL OWN/ FASTENERS TO FOUNDATION COMMENTS U � � <br /> (1) Simpson or equal. Locate at end of shearwall u.n.o. Instali STRAP*(1) (2)-STUDS MIN U.N.O. ANCHOR*(1)(4) � <br /> per manufacturer recommendations for foundation minimum end (8)-l6d sinkers to each WRAP BEAM/HEADER � � '^ <br /> • • • NAIL SHTG TO distance and embedment,deepen foundation as required. T-1 MSTC40 connected element N�A BELOW AS REQ'D � V v, <br /> � � � HEADER 3 OC EW (2) Construct cripple wall same as shearwall(SW)above,and Ca (/j � <br /> u <br /> gable-end same as shearwall(SW)below. T-2 STHD14/14RJ (38)/(30)-16d N/A � <br /> (3) Requires 3x or(2)2x foundation sili plate �-�, Q <br /> �2� 3X STUDS UNO (4) Threaded rod and coupleras required. ��� _ j <br /> HEADER PER PLAN NAIL SHTG TO (s> common nai�s,UNO:8d=0.131������°,10d=0.148°Xs°, (� � a <br /> 12d=0.148"x3'/<", 16d=0.162"x3Y2',16d sinker=0.148"x3Y<". <br /> EXTEND OVER EACH STUD N � � <br /> Q SHEARWALL es> ��Stau H,'s on all trusses/rafters,A35's at 24"o/c on gables& � <br /> rim joist(or solid bikg)to top plate(sill plate at fdn)u.n.o.;W hen � � <br /> APA RATED SHTG 8d NAILS @ 2�� �C specified spacing is less than 24"o�c,install A35's at rootso�id � � <br /> �G bik'ing to SW top plate,and install H1 or H2.5 on all \ � <br /> PER SW SCH ED ALL PLATES trusses/rafters. LTP4,LTP5 or LS50 can be substituted for A35. 5 � <br /> � H EADE RS � STU DS �onn.per simpson strong-Tie or equa�. � � <br /> � HOLDOWN 3 2x PLATES '�'� <br /> PER PLAN � � (7) Minimum 3x or dbl-2x stud lam'd w/(2)-�sd @ s"o/c at � � <br /> NAIL SHTG abutting panel edges. <br /> (8) Anchor bolts shall be embedded at least 7"into concrete; � <br /> T� EA�if"� PLATE there shalf be a minimum of two bolts per piece with one bolt <br /> located not more than 12"or less than seven bolt diameters from <br /> each end of the piece. 2x min PT,u.n.o. <br /> s th' must be P � <br /> (2) 5/8"f� A.B. 8° CONC STEM WALL SHEARWALL SCHEDULE D�te: �u���zo�� <br /> EMBED 7" MIN (2) #4 VERT EA FACE Job�: oa46 <br /> CO N C S LAB #3 T I ES @ 8�� O.C. MARK SHEATHINU-APPLY TO SHEATHING GDGE NAILS*(5) B�SE PLATE ROOF TO TOP PLATE, SILL PLATE ANCHORS w! � <br /> *�Z� 2x FIF STUDS �d 16"o/c ALL EDGES BLOCKED NAILS*(5) FLOOK'f0 TOP PLATE 3"x 3"x 1/4"WASHERS*(8) � <br /> U.N.O.BELOW*(9) (do not penetrate past tlush) &SILL PLATE*(6) <br /> �, � � SW-1 7l16"OSB 8d @ 6"o/c(12"olc field) 16d cil 12"olc H�@ A35�24 "o/c 5/8"Hx10"AB's @ 60"olc � <br /> CO NT FTG W/ �(=I��=I I II�'I I I ��� SW-Z 7/l6"OSB 8d @ 4"o/c(12"oJc field) l6d a 8 "o/c A35 a ZO "o/c 5/8"�x10"AI3's @ 48 "o/c � <br /> �2� #4 T�P � SW-3 7/16"OSB*7 8d �3"o/c 12"o/c field 16d 4"o/c A35 � 12 "o/c 5/8"P)x10"AB's cu 16"o/c <br /> & BOT � ( ) G ( ) @ � G <br /> 1�„ � <br /> �(�• RSW 7116"OSB�(7) � 8d @ 2"o/c staggered SEE DETAIL 1 <br /> (12"o/c field) <br /> _- _ - - W <br /> 0 <br /> J � <br /> EW M Cq � <br /> , 1 RAISED SHEAR WALL �� °f WAs 'c�.� W O <br /> ( ) ----- . �_ ____ �� i� z � _ <br /> X RSW NTS � w <br /> ,_ _.. ,, <br /> .., <br /> ' ���TATE � �4z26 w� <br /> i f'r �,�t�c�r�eer€n�i 't'�+ RFc E9 ��' U <br /> �STER <br /> � �o ��:�:�c �5� ��,�r�riv�roco, t�•,��. �ar�c,� �'S�vNAL ti�G J <br /> . . . i �I`, (20r'�j 28i7-!�'715 F. :2tJ6) &3Z.-�261 � . <br /> . . . . � I SERViCE5iwi3F'S�$.COM �. �� � <br /> . � . . . . �___�.____�_�...�...�.__._____._____...__.�_._—_________: ' `l ��� <br /> General Structural Notes—Unless Noted Otherwise � <br /> W <br /> GENERAL AlL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUIIDING CODE(IBC),2015 EDITION,OR - <br /> OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. r <br /> DESIGN LOADS SEE ENGINEERWG PACKET FOR DESIGN LOADS. � <br /> , W <br /> WSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDWG DEPARTMENT FOR INSPECTIONS Q� <br /> REQUIRED BY LOCAL JURISDICTION. O <br /> FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR � <br /> FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. <br /> COMPACTED FILL SHOUID 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 /> 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST <br /> 2X TIGHT-FIT SOLID PRocEouREs. <br /> WALL FRAMING/DECK BLOCKING W/ EDGE NAILING W � � <br /> RAI L ABOVE CONCRETE Pc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXiMUM OF 6.0 \ O <br /> PER STRUCTURAL NOTES GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE � <br /> PREVENTE0. � �, <br /> REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE � � <br /> A35 PER SW SCHED GRADE 40,IN ACCORDANCE WITH ASTM A-615. �AP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL <br /> . BASEPLATE NAILI NG PER CONFORM TO ASTM A-185 AND SHALL BE 6X6–W1A X W1.4. LAP ONE FULL MESH AT SPLICES. - � <br /> SW SCHED OR DECK RAIL TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: � � <br /> CONNECTION PER PLAN BEAMS AND POSTS(4x_AND GREATER): DF-L#2 J J <br /> JOISTS/STUDS(2x_): HF#2!STUD �^ A <br /> v Li' <br /> GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-VS AT CANTILEVERS) <br /> . ■ <br /> 2x_TIMBER SHALL BE KILN DRIED. GRADES SHAIL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", � � <br /> RIM .JOIST PER PLAN ONE ECTDIONOS PEROIBC TAB ES2 04.10.1L BE DESIGNED IN ACCORDANCE WITH THE T.P.i.AND THE IBC. ALL V <br /> ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32(16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED <br /> � W <br /> EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12°O.C.;BLOCKING NOT J � <br /> FLR FRAMING PER PLAN REQuiREo. � O <br /> FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL � � <br /> SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., M ^ <br /> BLOCKING NOT REQUIRED. Y.1 Y. <br /> SHEAR WALL PER PLAN MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR <br /> SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS DATE: <br /> HAVE BEEN INSTALLED. DO NOT SCALE DRAW WGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER <br /> MANUFACTURER'S RECOMMENDATIONS. <br /> WIND DESIGN CRITERIA: � ���7�2��7 <br /> NOMINAL WIND SPEED –85 MPH RISK CATEGORY II <br /> ULTIMATE WIND SPEED–110 MPH IMPORTANCE,I=1.0 <br /> WIND EXPOSURE,B Kzr=1.00 <br /> EHD JOB: <br /> SEISIMIC DESIGN CRITERIA: <br /> � S H EAR TRAN S F E R AT EQUNALENT LATERAL FORCE PROCEDURE <br /> IMPORTANCE,le=1 A Ss=1.25 2109 <br /> SITE CLASS,D Si=0.40 <br /> CANTILEVERED FLRT JOISTS NTs SEISMICDESIGNCAT.,D Sos=0.83 <br /> SEIS.FORCE RES.SYS,A.15. Soi=0.43 <br /> DESIGN BASE SHEAR= 5887 Ibs Cs=0.13 SHEET: <br /> RISK CATEGORY il R=6.5 �"'�"�°+�, �'�� ������� <br /> . ��,'FIi��Itl�-�'�� ���� �"���MJ��� <br /> Z <br />