|
General Structural Notes-Unless Noted Otherwise REED 8 ASSOCIATES,PS REED&ASSOCIATES,PS 9/30/2019 SHEARWALL PER PLar!
<br /> � c� �E�9��"��' HOLDOWN SCHEDULE � ri�Hr FIT SOLID BLK'G
<br /> B]Ii 313u��5L SW,Etlmantlz,WA 98035 V�N SW E F.
<br /> GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2009 EDITION,OR IiI om�=c<zs�i>a.:,s,F.=t,�si��s-=o» 1�� om�e�;;s�;;,-:;s°Fa;i:;si;;�zo» 10-311
<br /> OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. SHEARWALL&HOLDOWN NOTES(U.N.O.): MARK HOLDOWN/ FASTENERS TO FOUNDATION COMMENTS B�UNDARY NAILS PER PLAN
<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) ROOF SF{EATHING PER PLAN
<br /> DESIGN LOADS ROOF: DEAD=15 PSF FLOOR: DEAD=10 PSF WALL: DEAD=10 PSF SNOW=25 PSF per manufacturer recommendations for foundation minimum end (34)-16d sinkers to each
<br /> LIVE=25 PSF LIVE=40 PSF N/A
<br /> distance and embedment,deepen foundation as required. T-1 MSTC66 connected element 2x TOP PLATE 1'-4"MIN
<br /> (2) Construct cripple wall same as shearwall(SW)above,and � WIDTH �
<br /> INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS T_Z STHD14/14RJ (38)/(30)-16d N/A
<br /> REQUIRED BY LOCAL JURISDICTION. ga61e-end same as shearwall(SW)below. —
<br /> (3) Requires 3x or(2)2x foundation sill plate 24 SDS%x2% • � NAIL SHTG TO
<br /> FOUNDATIOtJS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR � ) p q � � �- 1" dia. q ' I'
<br /> 4 Threaded rod and cou ler as re uired. T-3 HHDQ11-SDS2.5 Thru 6x6 Post Min. T e"B"BOLT A.e.re uires 36"min embed. � • � � HEADER 2��OC EW
<br /> FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. (5) Common nails,UNO:8d=0.131"x2Y�',10d=0.148"x3", yP �r'�---�� @ R��F FRAMING PER PLAN
<br /> I�T--7n
<br /> 12d=0.148"x3'/a",16d=0.162"x3%z",16d Sinkef=0.148"x3'/<". '�,I'I i� - (3)2x STUDS UNO Zx LEDGER (OR ROOF TRUSS) W/
<br /> COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGAN(C E- HEADER PER PLAN •i i• i•I i NAIL SHTG TO (2)-16d EA. STUD
<br /> MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF (6) Install H1's on all trusses/rafters,A35's at 24"o/c on gables& = EXTEND OVER �'I.I i.l'I.
<br /> � EACH STUD
<br /> 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST rim joist(or solid blkg)to top plate(sill plate at fdn)u.n.o.;When W SHEARWALL
<br /> PROCEDURES. specified spacing is less than 24"o/c,install A35's at roof solid APA RATED SHTG �� 8d NAILS @ 2"OC
<br /> blk'ing to swtop plate,and install H1 or H2.5 on all X 7l16"OSB ALL PLATES TRUSSES ❑R RAFTERS PARALLEL T❑ WALL
<br /> CONCRETE fc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 trusses/rafters. LTP4,LTPS or LS50 can be substituted for A35. � BOTH SIDES HEADERS&STUDS
<br /> GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE Conn.per Simpson Strong-Tie or equal.
<br /> PREVENTED.
<br /> � STHD14 (3)2x PLATES
<br /> (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o/c at �t PER PLAN NAIL SHTG
<br /> REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE abutting panel edges. TO EACH PLATE SHEARWnLL PER PLAN
<br /> GRADE 40,IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL _+ �- � SHEARWALL PER PLaN
<br /> CONFORM TO ASTM A-185 AND SHALL BE 6X6-W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. ($) Anchor bolts shall be embedded at least 7"inio concrete; . &-1 .'. TIGHT FIT S�LID BLK'G
<br /> there shall be a minimum of lwo bolts per piece with one bolt TIGHT FIT SOLID BLK'G
<br /> TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: located not more than 12"or less than seven bolt diameters from (2)5/8"fd A.B. �J B�UNUARY NAILS PER PLAN
<br /> � H°C O N C S T E M WALL B O U N D A R Y NAILS PER PLAN
<br /> BEAMS AND POSTS(4x_AND GREATER): DF-L#2 each end of the piece. 2x min PT,u.n.o. EMBED 7"MIN ROOF SHEaiHING PER PLAN
<br /> JOISTS/STUDS 2x HF#2/STUD 9 All sheathin must be Structural I sheathin U.N.O. CONC SLAB (Z)#4 VERT EA FACE ROOF SHEATHING PER PLAN
<br /> �:
<br /> #3 TIES @ 8"O.C.
<br /> �REED 8 ASSOCIATES,PS Date: 9/30/2010
<br /> GLUELAMINATEDBEAMS(GLB) 24F-V4(24F-VBATCANTILEVERS) SHEARWALL SCHEDULE """'s"""""E"e'"e`""a
<br /> 9]ii 312M St.SW,EdmonOs,WA 98026
<br /> 2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GR,4DING RULES FOR WESTERN LUMBER", IiI �m==e��i��a-�,s�F�c.=s>»s.za,� Job#: 10-311 CONT FTG W/
<br /> LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL SHEATHING-APPLY TO SHEATHWG EDGE NAILS'(5) ROOF TO TOP PLATE, I1,7 II�=�j�-�=�j I' �
<br /> MARK BASE PLATE SILL PLATE ANCHORS w/ (2)#4 TOP ' -�i-"'
<br /> ECTIONS PER IBC TABLE 2304.9.1. , 2x HF STUDS @ 16"o/c ALL EDGES eLOCKED FLOOR TO TOP PLATE RooF FRAMING PER PLAN TRUSS (M�NO) PER P�AN
<br /> (2) NAILS*(5) 3"x 3"x 1/4"WASHERS*(8) &BOT
<br /> ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED U.N.O.BELOW*(9) (do not penetrate past flush) &SILL PLATE*(6) I�-6°MIN. zx LEDGER W/ 2x CONTINUOUS
<br /> EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.;BLOCKING NOT I C3>-16d EA. STU� S�LID B�K'G W/
<br /> SW-1 7/16"OSB Sd @ 6"o/c(12"o/c field) 16d @ 8"o/c A35 @ 24"o/c 5/8"flx10"AB's @ 60"o/c y (3)-16d EA. STUD
<br /> REQUIRED. I
<br /> FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-F�OOR(24oc)SHEATHING. GLUE AND NAIL ALL SW-2 7l16"OSB Sd @ 4"o/c(12"o/c field) 16d @ 6"o/c A35 @ 14"o/c 5!8"Ox10"AB's @ 40"o/c
<br /> �_� - :_=
<br /> SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., 8d @ 2"o/c staggered
<br /> BLOCKING NOT REQUIRED. SW-3 7/16��osB•��� �sd @ a^oic A35 @ a°oic eia°�ox�o^aB�s @ �z^oic RAFTERS PERPENDICULAR T❑ G1ALL TRUSSES PERPENDICULAR T❑ WALL
<br /> (12"o/c field)
<br /> 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
<br /> HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER RSW 7/16"OSB Both Sides`(7) Sd @ 2"o/c(12"o/c field) SEE DETAIL#1
<br /> MANUFACTURER'S RECOMMENDATIONS.
<br /> � RAISED SHEAR WALL RSW
<br /> ` � J � � 2 L❑W R�❑� SHEAR TRANS�ER, TYPICAL
<br /> WIND DESIGN CRITERIA: �� SCALE.NTS
<br /> BASIC WIND SPEED-85 MPH IMPORTANCE,Iw=1A --�-- -------_r.____�_�__
<br /> .......��_�__. . .___-__ �_ ___ ` / SCALE� NTS
<br /> WIND EXPOSURE,B
<br /> ----___.-..__�- ___�.,._..._ ._.... ____ _..._._.__.. �., SECTI�N VIEW
<br /> __------- __._. . -----
<br /> __ --... _-
<br /> SEISIMIC DESIGN CRITERIA:
<br /> IMPORTANCE,I�=1.0 gs-1.Z5
<br /> Site Class,D S�=0.40
<br /> SEISMIC DESIGN CAT.,D Sos=0.83
<br /> SEIS.FORCE RES.SYS,A.13. Sp�=0.43
<br /> DESIGN BASE SHEAR=7975 Ibs CS=0.13
<br /> SIMPLIFIED METHOD R=6.5
<br /> . ___...__.--____ _ ----__w ._ ___ FLR, SHEATHING
<br /> PER PLAN LSTA24 MTL STRAP
<br /> PER PLAN
<br /> F�LR, SHEATHING ��R, DIAPHRAGM E,N.
<br /> TJI J�IST PER PLAN I J�IST BLK'G 1�x11$ MICR❑LAM LVL 1,9E EQ BEAM PER PLAN
<br /> PER PLAN @ SHEAR WALL @ SHEAR WALL EQ
<br /> FLR, DIAPHRAGM E,N, @ 24"�,C, C3�-lOd @ DIAPHRAGM 2x BL�CKING
<br /> FULL DEPTH S❑LID BLK'G
<br /> & C2)-lOd @ J�IST IF NEEDED
<br /> @ SHEAR WALL sHEaRwa��
<br /> - PER PLAN PR�VIDE DBL, STUD
<br /> AT STRAP LOCATIONS
<br /> MSTC STRAP CIF REQ'D> PER lOd @ 4'O,C,
<br /> HOLDD�WN SCHEDULE W/ 16d BASE PL NAILING
<br /> EQUA� NUMBER OF NAILS T❑ PER SW. SCHED. SOLID BLK'G
<br /> WALL FRAMING AND BEAM BWTN J�ISTS
<br /> PER HOLDD�WN SCHEDULE� �c�)_16d
<br /> A35 PER
<br /> D❑ N�T NAIL INT❑ END GRAIN A35 PER SW. SCHED.
<br /> A35 PER SW SCHED.
<br /> sW sCHED. 8d PER SW, SCHED, ed EDGE Na1�tN� POST/DBL CRIPPLE
<br /> �3d PER SW, SCHED, EDGE NAILING TJI JOIST PER sw. scHED, PER PLAN
<br /> EDGE NAILING PER PLAN SW PER SCHED,
<br /> SHEAR WALL SHEAR WALL BEAM/J�IST KING STUD
<br /> PER PLAN PER PLAN PER PLAN
<br /> SHEFlRWALL
<br /> EDGE NAI�ING
<br /> PER SCHED.
<br /> N�TE� �OR �L��R DIAPHRAGM NAILING N�TE� ��R FI ❑�R DIAPHRAGM NAILING SHEARWALLL
<br /> SEE STRUCTURAL N�TES SEE STRUCTURAL N�TES PER PLAN
<br /> 3 SHEARWALL PERPENDICULAR T❑ F�L��R J�IST 4 SHEARWALL PARALLEL W/F�LDOR J 5 CANTILEVERED SHE BEA
<br /> ❑IST ARWALL C�NN, TYPICA� 6 M/WALL CONNECTI❑N DETAIL
<br /> SCALE� NTS SCALE� NTS SCALE� NTs SCALE� NTS
<br /> SECTI❑N VIEW SECTION VIEW . SECTION VIEW
<br /> SECTION VIEW
<br /> KING STUD LSTA30 W/
<br /> C�NTINU�US FR�M C22)-lOd �
<br /> B�TTOM TO T�P PLATES CENTER @ EDGE HEADER PER PLAN �
<br /> EACH SIDE ❑F ❑PENING, ❑F OPENING,
<br /> TYPICAL TYPICAL
<br /> PANEL EDGE
<br /> NAILING
<br /> FULL HEIGHT � ' - �� io.�yJ �
<br /> • WIND�W . DBL 2x6 BLOCKING :.__..__ ...- 4 .-... ._ .
<br /> ' ❑PENING • BETWEEN STUDS RFL(Jc4ci\S�nCIr\IE., YS � ���� "� �������
<br /> ��������� ��� ��������
<br /> (TYPICAL) . 8 LU:IUNBS WA)°��
<br /> SHEARWALL � ($Z��77.�'i-�793
<br /> � PER PLAN . - . � ;
<br /> � STFZUCTIII�.AL REVIEW
<br /> � "f1I1SDILA�1'In:Gfl�\S(3t�f•.�Jfic�llGZ'![UFOR L� �I��� CONSTR�CTI��1
<br /> �i'RUCTURAL I2LQU1,2E�1GN7SONLY 1'ER'TItE
<br /> A'i"i'ACI ILD LE"I"TL•({A�;UJUR C.hLCC'LA"fIONS.
<br /> 3Y:!,d��__.W�._____...._W�_._..
<br /> Jo�,,:�a ��►� _�,,,�� ����.���►� �� ASS�C, PLAN 2086—B
<br /> � � ��o!z�;f��;o�r�e�r�r s�c�r_r�
<br /> , -- �..�.._....._�.�._,� ---.
<br /> HOLDOWN HOLDOWN
<br /> - - - . -- -
<br /> PER PLAN PER PLAN
<br /> QF REQ'D) QF REQ'D) ����I��, ��D�'�� � SCHED�
<br /> R�� #10—�11 j DA1'E� 10/04/10
<br /> 7 SHEARWALL AROUND ❑PENINC; C'nN�TRi irrrn�i
<br /> _ _ _-- -
<br /> ____ _ ____,..�__ -----.
<br /> � Scale NTS Elevntlon Vlew � . � - -
<br />
|