2313 COLUMBIA AVE 2022 Plans 2024-01-19

STRUCTURAL CALCULATIONS/SKETCHES MS2 McCann Structural Solutions 4621 West View Drive CIVIL & STRUCTURAL ENGINEERING MICHAEL P. MCCANN P.E,, S.E. Everett, WA 98203 OFFICE: (203 879-7949 Email: Inscivarecl-48'a;yahoo.com WA Web: http://mmcengineering.tripod.com Project: Date: P 7age 4."- Prae,, DA-- po to 4- Subject: By: Pro'ec o: - '100- Le- M (/ )V -'1‘-( 1 6., k) '-[EM-FIR STUDS,%2" PLYWOOD, & 8d NAILS' WOOD-FRAMED SHEAR WALL SCHEDULE FOR HEN.PIR FRAMING WI b SHEATHING NAILS SW SHEAIHWC BOETOM PLATE FRAYING CLIP MINIMUM RW FRAYING AI BLOCKING Al ANCHOR BOIL 10 SILL 1(AT SHEAR WALL CAPACITY F) SW TYPE EDGE NAILING APA RATED ATTACHMENT 10 WALL BELOW THICKNESS PANEL EDGES PANEL EDGES CONCRETE FOUNDATION FOUNDATION DI p.I) I1'I ILIA) (..11.0) 01 61.44 41.) SEISMIC (21IE11- I,y'. 0 oroc P.1 21 SW-6 1�52 0.131i ■'CO-Exl 2,h O.tAb'r . 3/, LIPS • 18.0C +1/2' h I h `- 742 319 • 6-0C 0 S'OC S/1•• 60.0C P T 3■ S kW 1� 11 SW-4 tY •CD-E XI 0131'I • Z�j- 0116'. . 3+/1• fP • 12.a ti 2i 3. OR -- 353 \._-A9 __ j� u • A'OC • A.00 l 5 /7 FIAI L i---- •.0 40 0C P.I 3. %•. 0 24.0C PT 2. SW-3 )3'37 co-!XI Q 131.11 3_aG2h- O.I48.11 a 31/1- LIPS• 10-DC 11/j 2. (U1 %- 07. 456 637 • • 32'0C P 1 3. Sw-1 )� 'Cl-Lxr o 131'. . 7Xj 0.u6'. . 31/F' ) - 3. OR VII 0 T8'OC P 1 2. - 32 • 2'OC 0 7'OC, STAGGERED LIPS 0 6-0C 3/2 2. FLAT 1. 595 832 '. 0 14'OC P.T 3. 2SW-4 ')3 CO-EXT 0.131.0 ■ ]7i" SD525500 0 4'OC. LIPS 0 6-0C 31/- 3. !. '. II24'OC P I 3. 707 990 BOTH SIDES 0 4.0C STAGGERED 2 STAGGERED A 25w-3 1%2 CD-Lxl 0 131'41 , 4' S0525500 0 3'0C. LIPS O 8"OC-h--- 31/2. 3. OR ' 3. )6'. O 16'CC P.T 3. 911 1274 3'O BOTH SIDES 0 C STAGGERED A35 0 8.0C STAGGENCO 2.I 25W-? �S2-CD-LXI 0 I31'A . 28' SD525500• 3'0C, LIPS 0 6-0C 1 1 - 3. OR STAGGERED A35 0 6'0C J/2 STAGGERED 7.I L -. 0 ITOC P 1 3. 1190 I66S 001N SIDES I • 2'OC ' NOTES; 1. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WAIT PANEL EDGE ,)DIMS ON 2. INAMING SIULL BE STAGGERED SO THAT JOINT ON OPPOSITE SIDES ME N01 LOCATED ON THE SAME STUDS 2. BLOCKING 6 KETONE AT ALL PANEL EDGES. 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH Of THE WALLS ND:GILO ON THE PLANS ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS. OR DOORWAYS OR AS DESIGNATED ON PLANS HOEDOWN REQUIREMENTS PER PLANS 4. SHEATHING EDGE NAILING IS REQUIRED Al ALL HOT DOWN POSTS EDGE NAILING WAY ALSO BE REQUIRED 10 EACH STUD USED N BUII-UP HOEDOWN POSTS ADDITIONAL INFORMATION PEN HOEDOWN SCHEDULE IT DEINLS 5. INIERMEDLAIE FRAMING 10 BE 2. MWYUM MEMBERS ATTACH SHEATHING 10 NIER►EDLATE FRAMING RANI 0 131'6.2x2'NAILS Al 12.0C WHERE STUDS ME SPACED AT 16.00 AND 0.131-642)T1'NAILS Al 6.0C WHERE STUDS ARE SPACED AT 24'0C 6 -UPS- SHALL BE ORIENTED LENGTHWISE (HORIZONTAL)AI PLATE 10 Rim 7. BASED ON 0 13I-5.1)TN'NAILS USED TO ATTACH FRAMING CUPS DIRECTLY TO LIMNING USE U I31'a7)4' HAILS WHERE INSTALLED OVER SHEATHING. 8. SIMPSON 'ASS'MAY DE USED IN LIEU OF 'UPS' 9. MUOSILL ANCHORS' SIMPSON 'NASA'OR 'MASAP' STANDARD INSTALLATION RLT ER ID MANUFACTURER FONN MORE INFORMATION 10 ANCHOR BOLTS SHALL B( PROVIDED WITH 14T-DIPPED GALVANZED STEEL RAZE WASHERS 3'■3-.0.229'(MIV) THE HOLE N THE PLATE WASHER MAY 8E DUGONALLY SLOTTED 15Il,TY4'PROVIDED A S(MOARD CUT WASHER IS PLACED BETWEEN THE PULE WASHER AND NDI PLATE WAS14R 10 EXTEM) IO WITHIN)j'OF THE LOCI OF THE SILL PLATE ON THE SIDE(S)WADI SHEATHING WHERE SHEAR WALLS ARE SHEATHE() (IN BOTH SIDES Of 2.6 WALL FRAMING. USE 4.5..3'.0.229'(1N) PATE WASHERS EMBED ANCHOR BOLTS 7' I MINIMUM INTO NHE C0Nl7NLIL ) '..8' THEN PO ANCHOR SCREWS MAY BF USE IN LIEU OF 1-BOLTS AI EXISTING CONCRETE WITH PLATE WASHER& SPACING REQUIREMENTS PLR SCHEDULE) IT PRESSURE TREATED MATERIAL CM CAUSE IXCESSNE CORROS$N IN THE IASIENERS PRIN.DE NOT-OIPPLU GALVANIZED(ELECTRO-RATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES(FRIIAANG ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS ADDITIONAL INFORMATION PER STRUCTURAL NOTES. I I?. AT ADJOINING PANEL EDGES, (2) 2. STUDS NAILED TOGETHER MAY EC USED IN PLACE OF SINGLE 3. STUD DOUBLE 2. SFUOS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3'LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING 13 WHERE ABufTING PANELS OR SILL PLATES REOURE 3. MINNIUM.NAIL STUDS TO 3. BOTTOM/SILL PlARRS I WITH(3) 0)4a•4,31/4' TOENNES. 14 'S0525500'IS 1/01■5' SIMPSOV SELF-TAPPING. STRUCTURAL WOOD SCREW WITH A 3/,' Ht% TIEAO ANO ,LAVE A MINIMUM !/N' FROM PATE EDGE TO SCREW CENTERLINE AND 7' EMBED INTO R41