4418 29TH AVE SE 2017 Plans 2025-08-28

J SHEARWALL SCHEDULE - 7/1 E" APA RATED SHEATHING W/ HEM --FIR STUDS AND HEM -FIR PLATES _ 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 (3) ROWS SHEATHING 0.148 x3.25 LTP4 DIRECT NAILING A35 ONLY 10 PANEL 5/8 DIA. ao RE: 14/81.1. & 10/S1.1 SHEARWALL SCHEDULE RE: 14/S1.1 & 10/81.1 ® ROWS SPACING TOENAIL TO FRAMING EDGES Q 7' EMBED RE: 2/S1.1 RE: 14/S1.1 & 1O/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 ONE SIDE PEN FLOOR SHEATHING 3x 48" O.C. OF SECTION RE: 2/S1.1 7 16" SHT. 6" O.C. 12' O.C. (1) 4" O.C. N A 16' O.C. 2x 2x 48" O.C. C.?' RE. NOTES SECTION 06160 FOR BALANCE P6 / 24 O.C. 3x 48' O.C. Z_ FLOOR DIAPHRAGM EDGE NAILING OF SEC11ON ONE SIDE RE: NOTES SECTION 06160 P4 7/16" SHT. " " 2 " 16" O.C. " 2 2x OR 3x 2x 32m O.C. 4 O.C. 12 O.C. O 6 O.C. w 2x BLKG. W/.148"DIA.x3 0 3"OC ONE SIDE N/A 12 O.C. O 3x 40 O.C. C\2 00 BLOCK TO RIM o 2x CONT. RIM P3 7/16" SHT. 3" O.C. 12. O.C. (2) 4" O.C. N/A 12' O.C. 10" O.C. (2)2x OR 3x 2x 24' O.C. ® C° 0 ONE SIDE 3x 22 O.C. u U) co CONT. 4x RIM 7 i6" SHT. " 2x 18" O.C. rn 12 O.C. (3) 6 O.C. N/A 10 O.C. 10 O.C. (2)2x OR 3x 3x 24" O.C. ( o SHEARWALL PANEL EDGE NAILING P2 f 2" O.C. " " " PEN 2x CONT. RIM PER SCHEDULE PEN � +, � ONE SIDE _ 7/16" SHT. 4" O.C. " " " " 2x 16' O.C. •� 2P4 12 O.C. (3) 5 O.C. N/A 10 O.C. 10 O.C. (2)2x OR 3x 3x 20' O.C. RIM LOCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE BOTH SIDES W R1M/BLOCKING TO TOP PLATE � _ � CONN. PER SHEARWALL SCHEDULE 7 ifi" SHT. '' " " 2x 12" O.C. o .� CONN. PER SHEARWALL CONN. PER SHEARWALL 2P3 / 3 O.C. 12 O.C. (3) 4 Q.C. N/A 8'� O.G. 8" O.C. (2}2x OR 3x p �35 ATP4 W/(12) 0.131 DIA. X 3x 16 O.C. �, SCHEDULE A35/LTP4 BOTH SIDES Lo SCHEDULE A35/L1P4 W/(12} / " " 0.131' DIA. X 2 1 /2" W/(12) 0.131" DIA, X 2 1 /2" 7 i 6' SHT. " " " 2x 8 O.C. -'-' .� Lo 2P2 / 2 O.C. 12 Q.C. (3) 3 O.C. N/A 6' O.C. 6 O.C. (2)2x OR 3x 3x 12" O.C. z co SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN BOTH SIDES SCALE: NONE SCALE: NONEco SHEARWALL SCHEDULE NOTES: CQ o TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION 1. STUDS SHALL NOT BE SPACED MORE THAN 16" O.C.. -=- 2. RE: S1.0 SECTION 06100 ROUGH FRAMING FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. P6TN & P 6 QQ,�, P21 2 P 4 2P31 2 P 2 ON 06160 "WOOD SHEATHING' FOR REQUIRED SHEAR WALL SHEATHING THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. P � CX, P � _ � 3. RE. S1.0 sECTI 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. U 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 "P6". 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"). 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148 X 3.25 ). - ►n 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. 1 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. `�hr o 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. r `� 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-$d X 1 1/2" (0.131' X 2 1/2") NAILS. RE: DETAILS 1, 2, & 3. '~ ~ �a ANCHOR BOLT PER SHEARWALL 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2' (0.131" X 1 1/2') NAILS. RE: DETAILS 1, 2, & 3. IOF a SCHEDULE • . ' 14, ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. N co o ° 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. • ° 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. 44 ° ° ° 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. a o a d Q ° ° ° 18. 2-2x S IN LIEU OF 3x S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/81.2 SIM. AND BOTTOM PLATE NAILING. 19. 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 SCHEDULE �, cn z HEAD -OUT FOR d° a � 0 RIM JOIST w � � � � cn PLUMBING, MECH., ' � ° !- m o o ETC. FOUNDATION PER PLAN PLYWOOD ROOF SHEATHING Q V_ 00 M ,� N Q- SCALE: 3/4" = i'-0' SIMPSON LTP4 la o o a SIMPSON LTP4 W/(12) 0.131" DIA. X 1 1 /2" 10 DIAPHRAGM EDGE NAILING r Q i TYP. SHEARWALL ANCHOR BOLT TO CONC. W/(12) 0.131" DIA. x 2 1/2" WHEN APPLIED DIRECT TO FRAMING w 2x10 m WHEN APPLIED OVER SHEATING 1RUSS/JOIST BLOCKING w o NOTE: PLATE WASHER SHALL EXTEND WITHIN 1 /2" OF EDGE OF BOTTOM SCALE: NONE �+ BLOCKING CONNEC11ON TO `o I PLATE ON SIDE(S) WITH SHEATHING. PROVIDE STAGGERED/OFFSET I PLACEMENT AS SHOWN ELSE OVESIZE PLATE WASHERS AS REQUIRED. 6 TYPICAL SIMPSON LTP4 -- -- -- -- -- �- - -- TOP PLATE o I I U210 HANGER Tr----I-----n----�r ---------TI -----T. T.I.. U 4z O ► t I EA. END 11 11 11 I! I . FRAMING AT Z I �''�`' I I • PANEL EDGES a I I 11 I I I l I U210 HANGER 11 11 11 11 I'.I '........I'i. l.'LIJ I 14.ac cn I I 2x10 JOIST PER PLAN 1 I I I (16" O.C. U.N.O. PER a o 8 0 $ z z Q Q ILuw 1 II I1 II I II I.L.11.1. No�� I W m w m Q I PLAN) � V) W SHEARWALL BEYOND PER I ( 1 - - (-- - - - , z t I w w � a SHEAR WALL SCHED. TYP. cn N i 2x10o cn o i I CONTINUOUS COIL STRAP* 1.1 1 1 I I 11 0 w w DRAG STRUT PER PLAN w w in 1-4 1-4 FOR JOIST SPANS UP TO L LLJ i1'-0', A SINGLE JOIST W JOIST PER PLAN - TYP. I ( NOTE: z M N w I I MAY BE HEAD OFF TO U, °, I MINIMUM SIZE OF SHEATHING } uj ADJACENT SINGLE JOISTS � SHALL BE 2'-O" X 4'-0" 1 -4„ I I Q Q `�' -"� DEDICATE STUD BAY AT °- PLYWOOD FLOOR SHEATHING BLOCK ALL PLYWD. EDGES NOT SUPPORTED BY END OF SHEARWALL FOR s 8 z z z z RE: NOTES 06160 FRAMING MEMBER. HOEDOWN. I i FOR JOIST SPANS I BETWEEN 11'-0" AND o 1/ M o 0 oI IL BOTTOM PLATE CONNECTION 11 16'-0" ADD ADDITIONAL � RE: 1, 2 & 10 S1.1 .I .. . I 10 JOIST ADJACENT TO BLOCKING OR BEAM / .I �I..... I PER PLAN I ( I ADD'L STUDS FOR HOEDOWN I I HEAD OUT. i 3/4" MIN. 1 3/4" MIN. 1 3/4" MIN. i 3/4" MIN. DIAPHRAGM EDGE NAILING I I I I " ( I:.........I.1 PER SCHEDULE. I I 2" MAX. 2" MAX. 2" MAX. 2" MAX. 1 3/4 MIN. SHEARWALL BEYOND PER 1 I I. rw0ii I I " NOTE: JOIST HEAD -OUT IS MAX. SHEARWALL SCHED. TYP. 11 1 I I i I. L .................I 1 z i � ct I I FOR UNIFORMLY LOADED 1• I I• I I• I I �I:.::. ' ... (' I W i i- FLOOR JOIST ONLY*CONTINUOUS _--- ---____-- _ ____-- �- COIL STRAP I 1 i......... �. CONT. 2x RIM I _ - - _ I DRAG STRUT PER PLAN I 1 I I I I I 1 I'1. 1'1 W/BLOCKING IF REQUIRED I I ii is it _ I " tilt " ,�, " �CS20 - - - - - - - - - - - m �� 0.148" DIA. X 2 1/4" AT 6" O.C. WALL BELOW STAGGERED WALL ABOVE BLOCKING OR CONTI RIM CONNECTION TO TOP PLATE PLAN - JOIST HEAD -OUT " " 2x4, 3x4 PLY ONE SIDE 2x4, 3x4 PLY TWO SIDES 2x6, 3x6 PLY ONE SIDE 2x6, 3x6 PLY TWO SIDES (14) 0.148 DIA. X 2 1/4 AT Q SHEARWALL ..� SCALE: 3/4' = 1'-0" SCALE: 3/4' 1'-0" SCALE: 3/4' = 1'-0' HOLDOWN PER PLAN -. -.. - - _ - = -' - - _ _ _ _ = _ ' SEE SCHEDULE RE: 10/51.2 ct 7 TYPICAL JOIST HEAD -OUT DETAILS 8 ANCHOR BOLT PLACEMENT DETAILS 9 TYPICAL DRAG STRUT DETAILS --7�- -� ��---_��.__-------��:-r 1 PROVIDE PANEL AT NAILING AT END OF WALL STUDS THAT 1. EXTERIOR BEARING 1 1 j (1 I 1 j FRAMING AT (�� I `1.I . ATTACH TO HOLDOWNS TYPICAL . SUPPORT 1' 1 '1 101 ( PANEL EDGES I 1 I 1 I 11 '1`r H. 11 AT ADJOINING PANEL EDGES PROVIDE 3 1 /2" - - - - - - - i - - - - - i - - - I PANEL EDGE NAILING AND FRAMING PER S1M. ®2 2x FRAMING AT (1) 1 1 /2 (2) 1 1 /2" CONT. � � 1 I 1 I I 1 1 ( I ( I. �.. � Q O SOLID I •� \ I( r I I I I r 1 I I ROOF/FLOOR SHEATHING NOTES I I 11 11 1 ( •� .1• SHEARWALL SCHEDULE (STAGGER NAILS) 0 ADJOINING PANEL EDGES. CONT, RIM RIM PLUS BLOCKING RIM I �. 1 f' 11 1 r 1 I 1 l,l ( •1 BELOW BELOW ( I - - 1- - - -- I I I .. _ .... BLOCK ALL PLYWOOD EDGES NOT ..� BELOW 1 ''TI '� 1 I r I� .� 1 I r 1, BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. L.� 1 - - - - -- , r'' 11 \ 1 I r 11 1 I r r 1 PANEL EDGES (B.N.) 1 I (� r I ' r r I1 11 I I I I PORTED MEMBERS 7 AND NAIL EL EDGE NAILING QrT�1 � r r 2• PANEL EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD 1 11 11 11 O RIM TO BLOCKING I r I I 11 11 11 -� 1 r r SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS 1'j I I 1 GALVANIZED ANCHOR BOLT RE: 5/811 u J� � .148"DIA.x3' NAILS J �, I r '� 1 I 11 r 1 I 11 1 a ®3"OC TYPICAL `f' r r r " 1 1 1 1 FIELD ...........•}`j: C' W/ 3 X 3 X 0.229" GALVANIZED WASHER w = W = I ( r ,� ` I I r i�l ` 3• 1 3, INTERIOR FIELD NAILING (F.N.) 12 O.C. AT BEARING SUPPORTS ( NAILING *"'� �'' C)ct % C' I I I r 1 I 1 I •- I I I I I 11....... ' .. fi .1. DIA./FACING PER SHEARWALL SCHEDULE. 0 u l l r r I I I I r r I I 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE 7 ' (I (_ �............ . . i .I FOUNDATION SILL PLATE � LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR 1 • I I . I.. ' ....... .1 9 1'.I . STAGGER NAILING 0 1 1 /4" �/4„ ` �. r r ( ` `' I I r / 11 ` 5' I I 1 ( 11 1.1 .1'I: L• RE: SHEARWALL SCHEDULE FOR SIZE Q r--�cn 1 � ` I I r r ,� ` ( TO TRUSS FRAMING &FLOOR FRAMING. � . � . � . � ... � � 1 I I L,...-- 2. (1 ) ROW (2) ROWS (3) ROWS r " HOEDOWN ANCHOR PER PLANct 1 �. r I I I I �, 11 11 r 1 6, MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8 1 1 1• 1.1 I I L1 1 ... SEE SCHEDULE E: 10 S1.2Lt CENTERED ON CENTERED ON CENTERED ON 1 r r I I 1 I r 11 �, I I r r 1 11 11 1 1 I I I I R / -' RIM BELOW RIM & BLKG BELOW RIM BELOW `, r r " " = t'' 7, MINIMUM PLYWOOD SHEET SIZE 2 -0 X 4 -0 ....:.:.:..:. 1 1 11 11 I ( I CONCRETE FOUNDATION P6TN �C P 6 P OG P P 2 8. NAILS SHALE NOT BE OVER DRIVEN _ - _ _ - - - - - - _ - - �r%� W °.I J a 1 I^ A 1 a I II A ° ' a tl ^ I` a. all all:: !� ^ ^ ^ t PROVIDE MINIMUM OF TWO BOLTS PERmi ° : a L� �L .� PLATE WITH ONE BOLT NOT LOCATED ^ ' ^ : a a ; ° ^ .. MORE THAN 12 INCHES OR LESS THAN a ° A (7) BOLT DIAMETERS FROM THE END. 10 - SEE DETAIL 8 THIS SHEET SCALE: NONE SCALE: NONE SCALE: NONE 11 TYPICAL ROOF/FLOOR SHEATHING LAYOUT 12BOTTOM PLATE NAILING PATTERNTYPICAL SHEARWALL NOMENCLATURE (ELEVATION