4515 31ST AVE SE 2017 Plans 2025-08-29

SHEARWALL SCHEDULE -- 7/16" APA RATED SHEATHING W/ HEM -FIR STUDS AND HEM -FIR PLATES y WALL PANEL FIELD BOTTOM PLATE O RIM OR BLOCKING TO TOP PLATE CONN. FRAMING FOUNDATION ANCHOR BOLT SHEARWALL PER PLAN TYPE EDGE NAILING NAILING AT ADJOINING SILL PLATE SPACING o (1) ROW BOTTOM PLATE NAILING PER SHEATHING (3) ROWS NAILING 0,148"x3.25" LTP4 DIRECT A35 ONLY 10 PANEL 5/8" DIA. 00 RE: 14/S1.1. & 10/81.1 SHEARWALL SCHEDULE RE: 14/S1.1 & 10/81.1 ® ROWS SPACING TOENAIL TO FRAMING EDGES 0 7' EMBED RE: 2jS1.1 RE: 14/S1.1 & 10%S1.1 P6TN 7/16" SHT. 6" O.C. 12' O.C. (1) 4" O.C. 4" O.C. N/A N/A 2x 2x 48" O.C. FOR BALANCE PEN FLOOR SHEATHING ONE SIDE " 3x 48' O.C. OF SECTION RE.- NOTES SECTION 061fi0 RE: 2/S1.1 P6 7/16 SHT. 6" D.C. 12 O.C. (1) 4" O.C. N/A 24' O.C. 16" O.C. 2x 2x 48" O.C. U FOR BALANCE FLOOR DIAPHRAGM EDGE NAILING ONE SIDE 3x 48 O.C. Z co w _ RE: NOTES SECTION 06160 OF SECTION 7/16" SHT. " " 2x 32' O.C. co w 2x BLKG. W/.148"DIA.x3 � 3"� P4 ONE SIDE 4" O.C. 12" O.C. (2) 6" O.C. N/A 16 O.C. 12 O.C. (2)2x OR 3x 3x 40" O.C. CQ 00 BLOCK TO RIM � to 2x CONT. RIM P3 7 j16" SHT. 3' O.C. if O.C. (2) 4" O.C. N/A 12' O.C. 10" O.C. (2)2x OR 3x 24M O.C. ® o ONE SIDE 3x 22 O.C. 6 co CONT. 4x RIM " " �- � c ? SHEARWALL PANEL EDGE NAILING 7/16 SHT, 2 O.C. _ " 2x 18 O.C. co to PEN 2x CONT. RIM PER SCHEDULE P2 12 O.C. (3) 6 O.C. N/A 10' O.C. 10 O.C. (2)2x OR 3x 3x 24' O.C. Q) o PEN - ONE SIDE C C\2 2P4 7/16' SHT. 4" O.C. " 12" O.C. (3) 5 O.C. N/A 10' O.C. 10" O.C. (2)2x OR 3x 3x 20' O.C. -� RIM/BLOCKING TO TOP P RIM/BLOCKING TO TOP PLATE BOTH SIDES W RIM/BLOCKING TO TOP PLATE /B LATE CONN. PER SHEARWALL SCHEDULE _ o CONN. PER SHEARWALL CONN. PER SHEARWALL A35 TP4 W 12 0.131" DIA. X 2P3 7/16 SHT. 3' O.C. 12' O.C. (3) 4' O.C. N/A 8' O.C. 8" D.C. (2)2x OR 3x 2x 12' O.C. 0 C 2 1 2 /( ) 3x 16 O.C. SCHEDULE A35/L1P4 w/(12) SCHEDULE A35/L,1P4 BOTH SIDES O.i31" DIA, X 2 1/2" w/(i2) o.13i" DIA. x 21/2' / 4_, . (2)2x OR 3x 2x 80 "O.C. U .A co 2P2 7/16" SHT. 2" O.C. i2' O.C. (3) 3" O.C.N/A 6" O.C. 6" O.C.O.C.z SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN 3x 12 0 BOTH SIDES � CQ SCALE: NONE SCALE: NONE ' co +o SHEARWALL SCHEDULE NOTES: cf) TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR. SHEARWALL CONNECTIONi. STUDS. SHALL NOT BE SPACED MORE THAN 16" O.C..P6TN 22. RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE.: & P 6 P 4 & P 3 P 2, 2 P 4, 2 P 3, 2 P 2 3. RE: S1.0 SEC11ON 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. .s 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2' NOMINAL OR WIDER. FRAMING., SEE NOTE 5. 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "PC. PROVIDE 3X3XO.229" PLATE 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL. BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR WASHER 0 EA. ANCHOR (TYP. FOUNDATION SILL PLATE AND STUDS FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. U.N.O.) PER SHEARWALL SCHEDULE (TYP.) 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131' X 2 1 /2"). & NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. S `N 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. 11. GALVANIZED 3 X 3 X 0.229 (MIN.) PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT - SEE 8 THIS SHEET FOR PLACEMENT REQUIREMENTS. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. 1 • 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131' X 2 1/2') NAILS. RE: DETAILS 1, 2, & 3. ANCHOR BOLT PER SHEARWALL 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2 (0.131X 1 1/2) NAILS. RE' DETAILS 1, 2, & 3. a SCHEDULE • , ° • • 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. 0� d ° 0 • 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. a ' • • • • a ° 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WAILS. ° 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/S1.2 SIM. AND BOTTOM PLATE NAILING. ' ad ° i9. WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2' OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG) SHEARWALL SCHEDULEcn RIM JOIST HEAD -OUT FOR d° . w co co o o- PLUMBING, MECH., ° h o cn ETC. M FOUNDATION PER PLAN PLYWOOD ROOF SHEATHING q �, Ki N SCALE: 3 j4 = 1-0 SIMPSON LTP4 co �t o d- __L SIMPSON LTP4 W/(12) 0.131' DIA. X 1 1/2' 10 DIAPHRAGM EDGE NAILING o o 3 5 TYP. SHEARWALL ANCHOR BOLT TO CONC. W/(i 2) 0.131' DIA. X 2 1 /2" WHEN APPLIED 01RECT TO FRAMINGWHEN APPLIED OVER SHEAIING f-I- -r- I- -V- � --V"- _" m , , 2x10 TRUSS/JOIST BLOCKING w o 1 NOTE: PLATE WASHER SHALL EXTEND WITHIN 1/2" OF EDGE OF BOTTOM SCALE: NONE - - - � PLATE ON SIDE(S) WITH SHEATHING. PROVIDE STAGGERED/OFFSET BLOCKING CONNECTION TO w U210 HANGER Q TYPICAL SIMPSON LTP4 ==-..-----===-• ==-- -------•.:...`_._-- TOP PLATE CDP Lo PLACEMENT AS SHOWN ELSE OVESIZE PLATE WASHERS AS REQUIRED. -" - - - _ - -- - - - - - � � EA, END � 1- I T1 _T r �-T•�:..... _ . • . • ..: T I • Q a r �- I. L ........ l l•.. I I 11 I l 1 I ... Z 1.1 I I I I I .I I FRAMING AT I �L ... _ ....:... 1111. o s H PANEL EDGES 5 7 411 11 II II I I1 U o i U210 HANGER 1 I• }.I. o a i [ I I I l I I I I•I .........I'l.l•uj 2x10 JOIST PER PLAN 8 (} I (I (1 I 1 ( (I :: : ; :: j j� I w (16" O.C. U.N.O. PER o I I I I I I I I } } I I.L.........�.�.:1.: z z a I PLAN) cn � SHEARWALL BEYOND PER 1 •l ( - - 'I--- _ - -. - ... Q E 2A 0 W Q SHEAR WALL SCHED. TYP, o w cn o ► ' II I1 II Il I o o E ` CONTINUOUS COIL STRAP I ( I ( } ( I I o +�' s O� 8cn DRAG STRUT PER PLAN 1'-4' FOR JOIST SPANS UP TO Lu � a s ii'-0", A SINGLE JOIST ¢ Q u � JOIST PER PLAN - TYP. 1 I I [ o z i MAY BE HEAD OFF TO �- o- � I NOTE: Z �r +� W I ADJACENT SINGLE JOISTS c i¢ CD MINIMUM SIZE OF SHEATHING 1'-4" -CC SHALL BE 2 -0 X 4!-0* DEDICATE STUD BAY AT C BLOCK ALL PLYWD. EDGES PLYWOOD FLOOR SHEATHING END OF SHEARWALL FOR RE. NOTES 06160 NOT SUPPORTED BY HOLDOWN. z z z z FRAMING MEMBER. FOR JOIST SPANS - - BETWEEN 11'-0' AND o 1 / M o o . _ . _ • _ • 16'-0' ADD ADD111ONAE ®BOTTOM PLATE CONNECTION .. • • • . • • .I.I• 2x10 JOIST ADJACENT TO BLOCKING OR BEAM RE. 1, 2 & 10/S1.i I I I " » » PER PLAN HEAD OUT. 1 3/4 MIN. 1 3/4 MIN. 1 3/4 MIN. 1 3/4 MIN. DIAPHRAGM EDGE NAILING ) } j... • . • • • . ADD L STUDS FOR HOLDOWN t 2 MAX. 2 MAX. 2" MAX. 2" MAX. 1 3/4 MIN. SHEARWALL BEYOND PER I } I . �... , ..... (I .I . PER SCHEDULE. r� NOTE: JOIST HEAD -OUT IS " MAX. SHEARWALL SCHED. TYP. I I I I 1 ... - .. - • ..1 i I I L....-... o.. E FOR UNIFORMLY LOADED ..........I. ct --- FLOOR JOISTS ONLY [ I`l •l I l•[ } ........-,l.l .I . -------__ ___----__-- CONTINUOUS COIL STRAP E _ _ � I I I l [ I I } I 1.. • • • • - • . • •1,[ .. CONT. 2x RIM DRAG STRUT PER PLAN } j........ , W/BLOCKING IF REQUIRED ------ ----- 1-- „ z z °D� I� WALL BELOW 0.148" DIA. X 2 1/4" AT 6" O.C. PLAN - JOIST HEAD -OUT STAGGERED WALL ABOVE BLocKING oR coNT. RIM CONNECTION 2x4, 3x4 PLY ONE SIDE 2x4, 3x4 PLY TWO SIDES 24 3x6 PLY ONE SIDE 24 3x6 PLY TWO SIDES (14) 0.148" DIA. X 2 1/4' AT TO TOP PLATE Q SCALE: 3/4" = 1'-O' SCALE: 3/4" = 1'-0' SCALE: 3/4" = 1'-0" SHEARWALL _ HOLDOWN PER PLAN _ -0 -' _ _ _ _ - _ _ = - ' -- SEE SCHEDULE RE-' i0/S1.2 CC3 7 TYPICAL JOIST HEAD -OUT DETAILS 8 ANCHOR BOLT PLACEMENT DETAILS 9 TYP --r ---- ----- - -- ---------�----- � -:- ICAL DRAG STRUT DETAILS I TI �� . PROVIDE PANEL AT NAILING AT END OF WALL STUDS THAT 1. EXTERIOR BEARING 1 I I I I I I I ( FRAMING AT 5 7 I-�. I•} .[. ATTACH TO HOEDOWNS TYPICAL . SUPPORT I.1 I 1 1.1 1.1 ( PANEL EDGES (. j.:....:.:...:.:.:} ,14 1 11 l I I I I I ( AT ADJOINING PANEL EDGES PROVIDE 3 1/2 PANEL EDGE NAILING AND FRAMING PER SIM. 0 (2) 2x FRAMING AT (1) 1 1/2 (2) 1 1/2» CONT, SOLID ROOF/FLOOR SHEATHING NOTES SHEARWALL SCHEDULE (STAGGER NAILS) CONT. RIM RIM PLUS BLOCKING . ADJOINING PANES EDGES. M �5 (.i a• BELOW BELOW BELOW I ''Tl [ I I I i I `I I - - 'l__ - - I •[ 1 ....JkLL-BLOCK ALL PLYWOOD EDGES NOT i 1. BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. } - _ _ _ •r c I I I PANEL EDGES (B.N.) I I I l�- l SUPPORTED BY FRAMING MEMBERS AND � � . .� I NAIL W/PANEL EDGE NAILING 5 7 •� � RIM TO BLOCKING I I I I I I I I ( i } 2. PANEL EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD } } I I I I I F �, .148"DIA.x3' NAILS J �, I i I I I ( I ( } } SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS 1 •} } j (} GALVANIZED ANCHOR BOLT RE: 5 Si.1 P4u cn w U' w ®3"OC TYPICAL "' w ,,. i �- ( / 11 K I I ii 3• I INTERN FILED NAILING F.N. 12 O.C. AT BEARING SUPPORTS I f 1 [ FIELD I'I_ I.� W/ 3 X 3 X 0.229' GALVANIZED WASHER w= w= W= 3. °' �% n- � °- 1 [ I I I I I •� I I I I I NAILING I I }• DIA./SPACING PER SHEARWALL SCHEDULE. I I I ( I I 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE 7 I I I.I' I .l* CC3 FOUNDATION SILL PLATE .� STAGGER NAILING 1 1 /4 3/4 i i �. 5, LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR • I I I ( I I I I I 00, TO TRUSS FRAMING & FLOOR FRAMING. I l I ( I I (}111 RE. SHEARWALL SCHEDULE FOR SIZE 0 1 ROW 2 ROWS 3 ROWS I �,� I ( � � l 2. � � I I I I I I I . � ..:.:.:. ......:... . � .. � (j �) {) MIN. EDGE DISTANCE FOR NAILS SHALL BE 3 8 ( I l ( I I } ........ HOLDOWN ANCHOR PER PLAN CENTERED ON CENTERED ON CENTERED ON I I ( ` l ( I I I ( I 6. / ( 1. SEE SCHEDULE RE: 10 S1.2 ct CCU RIM BELOW RIM & BLKG BELOW RIM BELOW I I I �,\ I I I I �, I I I I " " I I I I 101 I I I I I / 7. MINIMUM PLYWOOD SHEET SIZE 2'-0* X 4'-0* I1 1I 11 11 I1 I1 I'I........ 1. c tb NAILS SHALL NOT BE OVER DRIVEN I I I I 11 I I [ CONCRETE FOUNDATION P6TN c P6 P4 8c P3 P2 �� _�.L__ ____11__- L____ __ 1.1__ -:�� •� '00 V • �I ^ ° . 114 ail ^ II •. A Q PROVIDE MINIMUM OF TWO BOLTS PER 1 _ ^ d ' a PLATE WITH ONE BOLT NOT LOCATED MORE THAN 12 INCHES OR LESS THAN ^ La c vIdn4 ^ a J .^ • ' 4 n � o a ^ ' n n (7) BOLT DIAMETERS FROM THE END. 10 SCALE: NONE SCALE: NONE SCALE: NONE - SEE DETAIL 8 THIS SHEET 10 11 TYPICAL ROOF/FLOOR SHEATHING LAYOUT(ELEVATION)BOTTOM PLATE NAILING PATTERN12 TYPICAL SHEARWALL NOMENCLATURE