717 HAWTHORNE ST BLDG A 2024-12-30

STRUCTURAL CALCULATIONS/SKETCHES McCann Structural Solutions 4621 West View Drive MS2CIVIL& STRUCTURAL ENGINEERING Everett, WA 98203 OFFICE: (425)879-7949 MICHAEL P. MCCANN P.E., S.E. Email: msquared48(a�vahoo.com WA Web: http://Mmcengineering.tripod.com Project: / � � Date:/L � Page Subject: By:� Proj It o: � � UCH • o ' HEM-FIR STUDS,%2"PLYWOOD,&8d S WOOD-FRAMED SHEAR WALL SCHEDULE FOR HEM-FIR FRAMING WR 60 SHEATHING NAILS TYPE SW SHEATHING CDCC NAILING EFnOM PLATE FRAMING CLIP MINIMUM RN FRAMING AT BLOCKING AT ANCHOR DOLL TO SILL R M SN CAPACITY(PLF) SW AVA RATED AnACHMENI TO WALL BELOW INCKNESS PNRE1.EDGES PANEL EDGES CONCRETE FOUNDATION FOUNDATKN (M P?1 Vq (Atq II.ILIa) UI 0.14) wr SEISU91 WINO %'e O 48'OC P.T.h SW-6 '3'Jj CD-CXI 0.1®4�2kj' DA-8 S OC I/' LIPS 0 IB'OC 1'/j 2x 2. >/e e O 60'OC P.T.Jx 2/2 V '0 0 32'OC P,T.2x o SW-4 I� CO-E%f 0.131'0 a 1�j 0.148,0 x ll/1 LTPS O 12'OC 1'/2 2. FLAT OR J53 32 0 4'OC O 4'0C 0 10"OE. P.T.3.3x O2 O 24'OC P.T.2x 456 �- SW-3 T�yj CD-EXt 0.13t'e a 7 GI48'0 a 3'/i L7p5 O 10-OC 1'/2 2a FLAT tx 0 3bC O J'OC �¢'e O 32'OC P.T.3x 0 18'Oc P.T.2. O.t11'e.2Yj- D.148'0 x 3'/i LIPS 0 6'OC 3'/' 2x I 595 2 SW-2 15/Jj CO-EXT ®2.0C O 2'OC.STAGGERED Z FIAT 2x S,g o 0 24'OC P.T.3x CD-E7(( 0.131'e x Z} SOS25500 O 4U. LTPS O 6'OC JI/t STAGGERED 2x 3x 5/e'0 O 24'OC P.T.3. 707 25W-4 OO H$IDES O 4'OC STAGGERED go W 1�3p CD-EXT O.1310.ZJ SD525500 0 31X LIPS 0 B"OC h t 3a OR 3x o O 16'DC P.T.3. 911 1274 25W-3 BOTH SIDES 0 J'OC STAGGERED A35 O 8'OC 3/2 STAGGERED 2x • 1�j CD-E%I O.IJ1'e.TXj' S0525500 0 3'OC. UPS O 6'OC NE 31/• 3.OR 3i 5/6'e O lYOC P.J.3. 1190 1685 25W-2 DO1H SIDES O 2'OC $UCGCRED ATS O 6'OC 2 S7AGCEflED 1x 1. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL.PANEL EDGE *NIS ON 2.FRAMING SHALL BE STAGGERED SO THAT JDTHIS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. 2. BLOCKING IS REOUNEO AT ALL PANEL EDGES. 3, PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENINE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS,OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLDOWN REQUIREMENTS PER PLANS. 4. SHEATHING EDGE HALING IS REDURED Al ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REOUIRED TO EACH SILK USED IN BUILT-UP HOLDOWN POSTS.ADDITIONAL INFORMATION PER HOLOOM SCHEDULE& 0ETAILS. 5. INTERMEDIATE FRAMING 10 BE 2.MMMUM MEMBERS.ATTACH SHEATHING 70 INTERMEDIATE FRAMING WITH O.I3I'0x*"NAILS Al 1 M 27SC WHERE STUDS E SPACED AT 16'OC AND 0.131'ex7J§'NAILS At 6'OC WHERE STUDS ARE SPACED AT 24OC. 6. 'LIPS'SHALL BE ORIENTED LENGTHWISE(HOR12ONTAL)AT PLATE TO Rik7. BASED ON 0.131-0.1h*NAILS USED 10 ATTACH FRAMING CLIPS DIRECTLY TO FRAMING.USE 0.131h1 ' NAILS WHERE INSTALLED OVER SHEATHING. B. SIMPSON'A3Y MAY BE USED IN LIEU OF'LIPS'. 9. MUOSILL ANCHORS:SIMPSON"MASA'OR'MAS1P'STANDARD INSTALLATION. REFER 10 MANUFACTURER FOR MORE INFOPMA710N TO. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANZE0 STEEL PLATE WASHERS 3'x3',M229'(MN). THE HOLE IN THE PLATE WASHER MY BE DAGONA LY SLO7IED'�jR il�'PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NOT. PLATE WASHER TO EXTEND 10 WITHIN j'2'OF THE EDGE Of THE SILL PLATE ON THE SIDE(S)WIN WANTING, WHERE SHEAR WALLS ARE SMEATHEO ON BOTH SIDES OF 2,6 WALL FRAMING,USE 4.5i3'x0.229'(MIN)PULE WASHERS. EMBED ANCHOR BOLTS 7' LNIMIM INTO THE CONCRETE.(Y§bx8'THEN NO ANCHOR SCREWS MY BE USE W LIEU Of J-90ITS At EXIS71NO CONCRETE VAIN PLATE WASHER @ SPACING REQUIREMENTS PER SCHEDULE.) 11.PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED(ELECTRO-PLATING IS NOT ACCEMAITLE)NABS AND CONNECTOR PLATES(FRAWING A40LCS.ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS.ADDITIONAL INFORMATION PER STRUCTURAL NOTES. 12. AT ADJOINING PANEL EDGES,(2)2.STUOS NAILED TOGETHER MY BE USED IN PUCE OF SINGLE 3,STUD, DOUBLE 2,STUDS SHALL BE CONNECTED TOGETHER BY NNLNG THE STUDS TOGETHER W17H 3'LONG NALS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAMING. 13.WHERE ABunING PANELS OR SILL PLATES REQUIRE 3.MINIMUM.NAIL STUDS TO 3.BOTTOM/SILL PLATES WITH(3)0.148'00/4-TOEMLS. 14.'5052551X)'IS'/i ex5'SIMPSON SELF-7APPNG,STRUCTURAL WOOD SCREW WIN A% HEX MEAD AND HAVE A MINIMUM 3/-FROM PLATE EDGE TO SCREW CENTERLINE AND 2 EMBED ORO RN.