|
� —./'�'�^^— _ ' - -- ._ _ _ _ --— _ ___. _ _ _ _ _
<br /> ___ _ _ _
<br /> . _
<br /> __
<br /> I . . _ _
<br /> GENERAL STRUCTURAL NOTES �ate: �izai?oig , ,_`n.., p �
<br /> SHEARWALL SCHEDULE �ob#: 0926 � c� ° '',
<br /> � SHEATHING-APPLY TO SHEATH[NG EDGE NAILS'(5) ROOF TO'COP PLATE, �I M � � � � ��
<br /> ' GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE IBC , 2015 EDITION, OR M`� RASE''LATE su,LPLarEaNCHous��i �4,o ycq II ' v �
<br /> � � � *�Z� 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED NAILS*(5) FLOOR TO TOP PLATE 3"x 3°x I i4"WASHERS*(S) li � �+ � '
<br /> OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. u.N.o.sELow��9> �aonotPe�enatePaStflusn> &su.LrLnTE*�6� = y , N � � ,
<br /> , � � 3 '
<br /> ii SW-1 7/16"OSB 8d @ 6"o/c(12"o/c field) 16d @ 12"o/c Hl @ A35 or 24 "o/c 5/8"�10"AB's @ 60"olc Q ^ � ''3 I
<br /> ��� DESIGN PARAMATERS G � � I
<br /> � SW-2 7/16"OS� � 8d�4"o/c Q2"o/c field� ]6d @ 6"o/c A35 a 16 "o/c �/8"fdx10"AB's @ 42"o/c � ����A� � ���8/��/���8 � � �
<br /> W�N�: RSW 7/16"OSB*7 8d c 3"o/c ]2"o/c field SEE DETAIL 5/Sl / � � ���
<br /> ' NOMINAL WIND SPEED -85 MPH RISK CATEGORY il ',
<br /> ' ULTIMATE WIND SPEED-110 MPH IMPORTANCE, I = 1 A �!
<br /> EXP�2E5 3-01- 19 �
<br /> � � WIND EXPOSURE, B K�= 1.00 �` °��'
<br /> W t:: ��
<br /> � HOLDOWN SCHEDULE �ate: �iz4izois � ��,,
<br /> , SEISIMIC: Job�: o9z6 �
<br /> I� EQUIVALENT LATERAL FORCE PROCEDURE xoLDowivi FAsrErrExsTo FourmaTioN ' � � O''
<br /> IMPORTANCE, le — 1.0 SS= 1.25 M�RK sTRaP�� �2)-s�ruos Mlrr u.rr.o. ArrcHox*�i��a� co�NTs
<br /> O
<br /> lOd NAILS-(]2)FACE,(4) ��� �,
<br /> � SITE CLASS, D S, =0.,40 T-1 tvtsTcase3 N/A To�e��srnnNeE�ow
<br /> II SEISMIC DESIGN CAT., D Sps=0.83 srM,�ss>F�G
<br /> SEIS. FORCE RES. SYS, A.15. Sp, = 0.43 r-z sT�-roiaiiax.r �3s�i�so>-i6a rriA �—':, �I
<br /> �', DESIGN BASE SHEAR = 7405 Ibs CS=0.13 ', --- �II
<br /> ' RISK CATEGORY II R =6.5 SHEAR WALL AND HOLDOWN NOTES ' �
<br /> , �.
<br /> LNE LOADS:
<br /> ROOF 35 PSF (SNOW) (1) HOLDOWNS TO BE SIMPSON OR EQUIVALENT WHERE EQUIVALENT IS PERMITTED. O I
<br /> , FL O O R 40 P S F LOCATE HOLDOWNS AT ENDS OF SHEARWALLS, UNO. INSTALL PER ��
<br /> ! DECKS 60 PSF MANUFACTURER RECOMMENDATIONS FOR FOUNDATION MINIMUM END DISTANCE ' O
<br /> a
<br /> 'I INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS AND EMBEDMENT. EXTEND, THICKEN, DEEPEN, ETC. FOUNDATION TO MEET THE
<br /> REQUIRED BY LOCAL JURISDICTION. MANUFACTURER'S SPECIFICATIONS. �FR"""'"�PEAP�""
<br /> , _ ___
<br /> ', (2) CONSTRUCT CRIPPLE WALLS AND PONY WALLS TO MATCH SPECIFICATIONS OF oB�ZxPosT. P°STPEAP�^N
<br /> ' SOILS NO SOILS REPORT WAS PROVIDED. THE SHEAR WALL ABOVE. CONSTRUCT GABLE END WALLS TO MATCH �"o�"SWS�HEo '
<br /> W PER
<br /> ' SPECIFICATIONS OF THE SHEAR WALL BELOW. CONSTRUCT CLERESTORY WALLS P`�" "°,"°�'"°°'""°° '
<br /> ' FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR STY�EHo�oowN ��
<br /> PER SW-1, UNO. ALL EXTERIOR WALLS TO BE CONSTRUCTED PER SW-1� UNO. PERPIAN
<br /> I FOOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. 5T„o-sN�E : '
<br /> '�, HOLDOWN � '�
<br /> ', (3) 3X OR DBL 2X SILL PLATE REQUIRED. PERP`"" � ',
<br /> ' COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC
<br /> i
<br /> MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 (4) USE THREADED ROD AND COUPLER AS REQUIRED. I
<br /> PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST . ,AN�HORPER
<br /> I PROCEDURES. ✓ � HOS�HEo
<br /> I (5) COMMON NAILS, UNO: 8d = 0.131" x 2'/2° 9 . _ � .
<br /> , - . � .
<br /> � 10d = 0.148" x3° ` �' „
<br /> I CONCRETE f'�= 2500 PSI MINIMUM 5'/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 12d = 0.148" x 3'/2° ` �� � � �
<br /> ', GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE 16d =0.148" x 3'/," � .�" �";"'` � �°°N°FT�-`
<br /> `CONC STEM P�N
<br /> � PREVENTED. I
<br /> PER PLAN I
<br /> REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE �6) INSTALL H1 CLIPS AT EACH TRUSS/RAFTER END. INSTALL A35 @ 24" OC AT EACH '
<br /> IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL GABLE END AND RIM JOIST (OR SOLID BLOCKING) TO TOP PLATE AND MUDSILL 10 TYPICAL EMBEDDED HOLDOWN
<br /> , GRADE 40, CONNECTION, UNO. WHERE SPACING TIGHTER THAN 24° OC IS SPECIFIED, NTs
<br /> , CONFORM TO ASTM A-185 AND SHALL BE 6X6—W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. INSTALL A35 CLIPS FROM SOLID BLOCKING TO DBL TOP PLATE, AND INSTALL H1 S1 INSTALLATION
<br /> III TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: OR H2.5 CLIPS TO EACH TRUSS/RAFTER END. LTP4, LTP5 or LS50 CAN BE ' ', -
<br /> SUBSTITUTED FOR A35 CLIPS PER SIMPSON. I,
<br /> BEAMS AND POSTS (4x_AND GREATER):DF-L#2 '
<br /> ; JOISTS/STUDS (2x_): HF#2/STUD �
<br /> GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 AT CANTILEVERS) (7) MINIMUM 3X OR DBL 2X STUDS REQUIRED AT ABUTTING PANEL EDGES. DBL
<br /> STUDS TO BE LAMINATED W/(2) 16d @ 6" OC. � w � I
<br /> �ARALLAM BEAMS (�SL) 2.OE UNO �"
<br /> ' (8) ANCHOR BOLTS SHALL BE EMBEDDED 7" MINIMUM INTO CONCRETE. MIN (2) BOLTS � z � i
<br /> , 2x_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 2" OR LESS THAN (7) BOLT
<br /> J J
<br /> i LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL DIAMETERS FROM EACH END OF THE PIECE. MUD SILL TO BE 2X MINIMUM AND BREAKOPTIONS DONOTI �, � W �
<br /> CONNECTIONS PER IBC TABLE 2304.9.1. PRESSURE-TREATED. B°""°"RPERP�AN i ' � J = '
<br /> e�K� ~ � U
<br /> ' ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED (g) ALL SHEATHING TO BE APA RATED. SEE GENERAL STRUCTURAL NOTES. RFSHEATH�N� REo�o � w � ''
<br /> � EDGES AND BOUNDARIES WITH 8d AT 6"O.C, AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.; BLOCKING NOT REQUIRED. PERP`"" , � U � I,
<br /> ', FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED NAILSHEATHINGTO M,,N�FA�T�REOTR�ss A o E �I � � �
<br /> , BLOCKS PER SW PEa pLnN � SW �, .
<br /> EDGES AND BOUNDARIES WITH 10d AT 6 O.C., AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., BLOCKING NOT SCHEDULEEDGENAILING Be�ow ,
<br /> I REQUIRED. SW PER PLAN � ����
<br /> I EDGE NAILING PER '
<br /> '��� SW SCHEDULE BASE
<br /> MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR A35PERSws°"E° P'-ArE
<br /> SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE TYPICAL ,6dPERSWS�HEo T°PP�"TE°°"" NA���NG ,
<br /> ❑PENING LSTA21 W/BLOCKMG BASE PLATE NniLiN� PER SW
<br /> '� BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER ASREQUIRED(4TYP.) SCHED �!I
<br /> isd PeA sw scHeO THESE DETAILS SHOW A
<br /> �I MANUFACTURER'S RECOMMENDATIONS. PLEASE PROVIDE ANY FIELD CHANGES DESIRED TO UPSTATE ENGINEERWG, BASEP�ATENA���N� nnerH000FcoNs-rRuc-rw� I
<br /> SHEAR FLOW CONNECTIONS �,.
<br /> '� INC. BEFORE PROCEEDING. wiTHourTHEuseoFaas ,
<br /> I 2x AS REa'D AND THEY CAN BE USED IN
<br /> ', sHEAR WALL (2xi2 Mnx) PLACE OF DETAILS 1,2 AND �
<br /> I PEA P�nN 3/S1,AS APPLICABLE �,
<br /> I!, 9 ALTERNATE SHEAR FLOW III'
<br /> 7 FORCE TRANSFER 8 ROOF TRUSS PARALLEL NTs '
<br /> S1 AROUND OPENINGS "rs S1 TO SHEAR WALL Nrs S1 CONNECTIONS �
<br /> 2'-0"MIN.
<br /> BASE PLATE NAILING PER 2x TOP PLATE ' .
<br /> � SHEAR WALL ABOVE BASE PLATE NAILING PER FRAMING WIDTH �I (/� ..
<br /> , SHEAR WALL SCHED SHEAR WAL�ABOVE SHEAR WALL SCHED PER PLAN '� W ��
<br /> ', PER PLAN PER PLAN � � � NAIL SHTG TO c M '�, .
<br /> � '�, SHEARWALL � � � HEADER @ 3"OC EW � c � '��
<br /> ��. ROOF SHEATHING PER GENERAL RIM JOIST FLOOR SHEATHING RIM JOIST PER PLAN 3/4"T8G PLYWOOD (2)3x STUDS UNO � � � I
<br /> ' STRUCTURAL NOTES PER GENERAL NOTES PLOOR SHEATHING �
<br /> � PER GENERAL NOTES �PER STRUCT NOTES II
<br /> RIM JOIST W/CONN HEADER PER PLAN NAIL SHTG TO =
<br /> � � FLR JOISTS PER PLAN z �
<br /> �� PER SW SCHED EXTEND OVER EACH STUD � 5 I
<br /> � PRE-FABRICATED ROOF TRUSSES X SHEARWALL 2X TIGHT-FIT SOLID � `� g -
<br /> TOP PLATE CONN RIM JOIST CONN ¢ Sd NAILS C4 3"OC �
<br /> PER TRUSS MANUFACTURER � APA RATED SHTG WALL FRAMMG/DECK BLOCKING W/EDGE NAILING '� J �
<br /> FROM SW ABOVE FROM TO FND PER �
<br /> i PER DET A OR B DET C OR D o PER SW SCHED A�L PLATES �
<br /> 2X PT SILL PLATE HEADERS&STUDS RAIL ABOVE PER STRUCTURAL NOTES w �-
<br /> I�I VENTED BLOCKING PER PLAN � i� HOLDOWN (3)2x PLATES �
<br /> ', WITH EDGE NAILWG PER FLOOR FRAMING �� PER PLAN A35 PER SW SCHED -�
<br /> �� SHEAR WALL BELOW P O O�,qNAMWG CONTB� NAIL SHTG �
<br /> I STRUCTURAL NOTES PER PLAN FOUNDATION � FIN GRADE TO EACH PLATE BASEPLATE NAILING PER UPSTATE JOB#
<br /> PER PLAN + SW SCHED OR DECK RAIL '�. O9'Z6
<br /> � PER PLAN ANCHOR BOLTS PER � ANCHOR BOLTS PEfl - CONNECTION PER PLAN ���, ,
<br /> � SW SCHED 4"0 TIGHTLWE SW SCHEDULE �'��, !
<br /> '� USING A35 USING LTP5 �C Z STORM DRAIN (2)5/8"0 A.B. 8"CONC STEM WALL �.
<br /> �� USING A35 USING LTP5 a- EMBED 7"MIN (2)#4 VERT EA FACE �—
<br /> �.� CONNECTION CONNECT�ON CONNECTION CONNECTION �� 4"0 PERF #4H BARS�10"O.C. #3 TIES @ 8"O.C. RIM JOIST PER PLAN � DRAWN BY: '���
<br /> I A B C D tO� FTG DRAIN #4V BARS @ 18"O.C. CONC SLAB
<br /> SHEAR WALL PER PLAN M� , amg
<br /> � � 6 MIL BLACK V.B. FLR FRAMING PER PLAN ��
<br /> 9"M W o ��i���, EXTEN D TO T/FDN WALL CONT FTG W/ _ �
<br /> �.�I-1 �I =(2)ti4 BARS CONT l2)#4 TOP
<br /> �B�T 1s^MIN. REVISION DATpE',
<br /> GRAVEL FIRM BEARING 1 SHEAR WALL PER PLAN �II 7�24�20�V �..
<br /> '�. A35 PER SW SCHED 15"WIDE CONCRETE T -J_ � I,
<br /> �i LTP5 PER SW SCHED A35 PER SW SCHED LTP4�SAME SPACING FOOTING . .
<br /> AS A35 PER SW SHED i
<br /> 1 TYPICA�SHEAR FLOW 2 TYPICAL SHEAR FLOW 3 TYPICAL SHEAR FLOW 4 TYPICAL NEW FOUNDATION 5 RAISED SHEAR WALL 6 SHEAR TRANSFER AT Nrs I
<br /> I Nrs S1 NTs g� RSW NTs S1 CANTILEVERED FLRT JOISTS � �
<br /> � S1 ROOF TO SW S1 SW TO SW Nrs S1 SW TO SW N-rs ( )
<br /> �I�� �F �������
<br /> ' ���f��-�������- -------------- --
<br />
|