2522 BAKER AVE 2025-07-17 - Laserfiche WebLink

STRUCTURAL CALCULATIONS/SKETCHES McCann Structural Solutions 4621 West View Drive MS2 CIVIL& STRUCTURAL ENGINEERING Everett, WA 98203 MICHAEL P. MCCANN P.E., S.E. OFFICE: (425)879-7949 WA Email: mWuared48a)vahoo.com Web: http•//Mmcengineering.tripod.com Project Dates 3 Page Subject: By: Project N_f-: HEM-FIR STUDS,%2"PLYWOOD,&8d NAILS �_53 WOOD-FRAMED SHEAR WALL SCHEDULE FOR HEM-FIR FRAMING W/8o SHEATHING NABS SW SHWHING BOTTOM PLATE FRAMING CLIP MIUMW RN FRAYING AT BLOCKING AT ANCHOR BOLT TO SILL R Al EAR WALL CMAOTTILF, SW TYPE MA RATED EDGE NAILING ATTACNILEN7 TO WALL BELOW THICKNESS PANEL EDGES PAWL EDGES CONCRETE FOUNDATION FOUNDATION IA IW IHI (uAl odo.ul U1 AM) PO SEISMIC WIND 'A 0 AB'OC P.T.2x O.I O.tAB'o x SI/' SW-6 t�j CO-C%1 S1'o NM G'OC� 0 5'OC LIPS 0 18'OG 11/j 2. tx % 242 339 S/s 0 O 60'0C P.T.J. fir„ qqq,,o✓IWI��, � $W-A 1�37CO-EXI 0.131'e a 7}" O.IA 1 31/i LTPS 0 12'OC II 2x 3.DR �•oe O 32'OC P.T. 2. O AOC 0 4'OC FLAT 2. s w•oc P.T.31 15J A95 0.131'I x 2y2' 0.1A8b x 31/i 1 3x OR ('o O 24'OC P.T.2.S1V-3 i`�Jj C0-Cx1 LTPS 0 10'OC 1/j h FIAT 2x 456 637 O 3'OC 0 J'OC j�'o 0 32'OC P.T.3. 15. 0.131'I x 7Yj' O.tA6'o x St/i t 3x OR0 0 18'0C P.I.2x SW 2 %2 CD-EXT LIPS 0 6'OC 3/j 1x fUl 2x 595 832 0 2'OC O 2'OC,STAGGERED 'I O 2A'OC P.T.3. CD-EXT 0.131'e a 7Nj' 50525500 O 4'OC. t 3.OR 2SW-4 90 H SIDES 0 A'OC STAGGERED LIPS 0 6'OC S/2 STAGGERED 1x 3. Si{t'o 0 24'OC PT.J. 707 99D 0 2SW-J 1 j CD-EXT 0.131.0.Z) SDS25500 O 311 UPS 0 B'lx k Jl/. 3x OR J" �•0 0 16.00 P.T.3. 911 1274 BD1N SIDES O J'OC STAGGERED A35 0 8'OC 2 STAGGERED 2. 13''CO-EX' 0.131'e x 2r7' SD525500 0 YOC, On O 6'CC h 3x d+ 2SW-2 BD1H SIDES 0 2'OC STAGGERED A35 O 610C 3/2 STAGGERED 2. ]. 5j(L'e O 17'OC P.T.}x 1190 1685 NOTES. 1. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL.PANEL EDGE JOINTS ON h FRAMING SHALL BE STAGGERED SO THAT JOINTS ON OPPOSIC SIDES ARE NOT LOCATED ON THE SAME STUDS. 2. BLOCKING IS REOUMED AT ALL PANEL EDGES. 3. PROWDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF 111E WALLS INDICATED ON THE PLMS. ENDS OF FULL HEIGHT WALLS ARE DESGNATEO BY WINDOWS,OR DOORWAYS OR AS DESIGNATED ON PUNS. HOLDOWM REQUIREMENTS PER PLANS. N. SWATHING EDGE MAILING IS REQUIRED Al ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO DE REQUIRED TO EACH STUD USED INSULT-UP HOLDOWN POSTS.ADDITIONAL INFORMATION PER HOLDOWN SCHEDULE k DRAMS. 5. INTERMEDIATE FRAMING 10 8E 2.MINIMUM MEMBERS.ATTACH SHEAT144G 10 INTERMEDIATE FRAMING WITH 0.131"oa7kj'NAILS AT 12"OC WHERE STUDS ME SPACED AT 16'OC AND 0.131'Ix7�j'NAILS AT G'OC WHERE STUDS ARE SPACED AT 28'OC. 6. 'LIPS'SHALL BE ORIENTED LENGTHWISE(HORIZONTAL)Al PLATE TO RIM. 7. BASED ON 0.131'oxt)J•HWL$USED 10 ATTACH FRAYING CLIPS DIRECTLY 10 FRAMING.USE 0.131'ox2)<j' NAILS WHERE INSTALLED OVER$NEATH'NO 8. SIMPSON'A35'MAY DE USED IN LIEU OF'LIPS'. 9. MUOSLL ANCHORS:SIMPSON'MASH'OR'MASAP'STANDARD INSTALLATION. REFER TO MANUFACTURER FOR MORE INFORMATION. 10.MCHOR DOLTS 594U.BE PRWIDEO WITH HDi-DIPPED GALYMiKO STEEL PLATE WASHERS 3x310.229'(MN). THE HOLE M THE PLATE WASHER MAY BE DAGONALLY SLOTTED Ij(6xt�'PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PULE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN Y)'OF THE EDGE OF THE SILL PUKE ON THE SIDE(S)VAIN SHEATHING. WHERE SHEM WALLS ARE SHLAIHEO ON OWN SIDES Of 2.6 WALL FRAMING.USE N9:SS' 0.229'(MIN)PLATE WASHERS. EMBED MOM BOLTS 7' AINYI1IM INTO THE CONCHEIE.(3(Lbx8"THEN NO ANCHOR SCREWS MAY BE USE IN LIEU Of J-DOLTS AT EXISTING CONCRETE WITH RATE WASHER&SPACING REQUIREMENTS PER SCHEDULE.] 11.PRESSURE TREATED MATERIAL CM CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PRONOE HOT-DIPPED vw.1-(C .RID-nw-a Hot ACC--E)--COP«rcc--I.(r�Awnc-CS.CRC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED fRAYNO MEMBERS.ADDITIONAL INFORMATION PER STRUCTURAL NOTES. 12.AT ADJOINING PANEL EDGES,(2)2.STUDS HAILED IOGE7HCR MAY BE USED IN PLACE OF SINGLE 3-STY. DOUBLE 2.STUDS SHALL DE CONNECTED TOGETHER BY WILING THE STUDS IOGEfHER WITH 3'LONG NAILS OF THE SAME SPACING AND DIAMETER AS IRE PLATE MLING. 13.WHERE ABUTTING PANELS OR$ILL RATES REQUIRE 31,MINIMUM,NAIL SUDS TO 3x BOTTOM/SILL PLATES WITH(3)0.1/8'0t3t/•TOENAIL$. 14.-SOS25500-IS t/A ix5'SIMPSON SELF-TAPPING,STRUCTURAL WOOD SCREW WITH A% HEX LEAD AND HAVE A MINIMUM 3/'FROM RATE EDGE TO SCREW CENIE%1NC AND 7'EMBED INTO RN. _