9526 7TH AVE SE 2024 Plans 2025-09-16

12d@6"oc(FACE NAIL SHEAR WALL SCHEDULE - _, PER 1/SOB @ SHEAR (IN ACCORDANCE w/ANSUAFBPA SDPWS-2015 SECTION 4.3) w WALLS) Updated 1/20/2021 .—.,...._.__. :� MINIMUM N1DTM OF NAILED ADJOINING PANEL EDGES SEISMIC WINU FACEOF I—IN, ANCHORAGE TO CONCRETE UJ r PANEL L5 WALL SHEATHING EDGE ® MUDSILL FACE NAILING FRAMING CLIPS CAPACITY CAPACITY E _ TYPE NAILING PLATE ---------- -- ® SINGLE BUILT-UP h/b=3.5 Nb=3.5 U_' n MEMBER MEMBER ANCHOR BOLTS MUDSILL ANCHORS G " SIMPSON 1 USP COMMONLY USED CONNECTIONS,CROSS TOP CHORD SPLICE 4•= � REFERENCE TABLE A35 @ 27"oc U c =_-_ P7$ 1 SIDE 6"cc 2x 2x 2z 6"oc LTP4 or27"oC .0 @ 4fi'cc MASAP @ 38 oc 240-P1f 240-p1f BOTTOM CHORD SPLICE sMASA @ 194-plf 194-p1f Q IPE SIMPSONSTRONIsI L )"I @ yljt7....l1 II1Spectl0175 ReQUICed A35@16"oc a r --_ P14 1 SIDE 4"cc 2x 2x 0.plt 360pif O O -- PRODUCT. ) r•' See Sheet S01 0C Ulf 284PIP ��' -_LTP4 @ 18'oc )r __ _ A35 @ 14"oc HOUOUWN HDU2SD528 I Pi-3 1 SIDE 3"oc 3x (2 2x 2z 3"cc or "0 @ 3G"oc MASAP(&j 28"oc 450-plf 450-P1f LTP4 @ 14"cc 366-p1f 366-plf I HOLUOWN HDU4-SDSt.B .. -....._.-___ _. _...--_.__ 4'-0'..IT.".BETWEEN SPLICES A35 7 oC 2x 2x P24 2 SIDES 4"oc 3z (2)2x 3x (2)Rows`4"cc A35 @/118'oC Y 0 28 oc MASAP @ tb"oc 590-P1f 820-P - HULDUwN HDu5Sp525 - s, 478-p1f 669-p1f (n LTP4 7Y'oc HOLUOWN HDue4;0825 � --LOCATE PLICE@CENTERLINE @ P-I t __. OF R STUD.TYP, s _ _ 700, 700-p1f HUUDUwN ) "cc MASAP @ 15"cc yg8-p l 568-If Q THO 4 LTP4 @ 18 cc p ULUCIWN STHU1 R A35 14 oc @ 22" 900_pll 900-Ulf (' ( P2-2 2 SIDES 2"oc 3x (2)2x 3x l2)Rows^'oc @ ac MASAP @j 11"cc 733•plf 733g1f Ll-a JI H('LI"OWN UTI ,rl -'`-'- a ° @ - — - -_ Q P23 2 SIDES 3"oc 3x (2)2x 3x (2)Rows 3"oc LA35�84.11 RAP ocC q'0 /2"oc MASAP(jy 7'oc 1180-P1t 1640.p1f 19 1 V LTP4 @ 8 957-p1f 1338-PIf ' -�- STRAP ST22t5 S rI ST022x TOP PLATE PER 181 SHEAR WALL SCHEDULE NOTES (SECTION 4.3.7.1.1) STRAP CS'Is CRIPPLE STUDS TO %a"OSB or 1%"PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24N).PANELS SHALL NOT BE LESS THAN 4X8',EXCEPT MATCH WALL STUDS AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 1 T.� -. /'^ •SFS STRAP MASAIMASAF' A - `----- --- -- - ® (SECTION 4.3.7.1,2.&SECTION 4.3.7.1.3) ,ecY RAP CI4slc1U PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUM - .�• °``IJ - '—' - -=_ CRIPPLE STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2Y".PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST I'lr-s LGT2 STUDS NOT FROM THE PANEL EDGES. - REQ'D IF I f lEs LTF5 LESS THAN 24" ^i� QY11 YP' TIES LIPS 8 INTERMEDIATE NAILING 12"cc) MIN -- ------ llt$ AJ5 HEADER PER PLANI I, Hi ADD'L FULL _.— PANEL EDGE NAILING PER SCHEDULE(STAGGERED) L I 2x HEADER @ OPENING HEIGHT STUD Y O INS _- H2 a-- _ - W/(2)12d TOENAILS MIN T<al LCF4 1....... _ EA.END STUDS PER PLAN - I FASTENED TOGETHER © (SECTION 4.3.7.1.4) PIT AI EPC44 W/12tl @ fi"oc THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN'FHE SCHEDULE r 71A1-- EPCOs I(1)2x Li SINGLE MEMBER (FLATWISEj \/ \\/ PUS)[ P (,O SUS2: PER z LL1I (( TCAr _LLLU SU 1•. PEk O -- - -STUD,PLATE,BLOCKING,RIM, 14 13 OR OTHER FRAMING MEMBEk L� rU r A' A(4 .. P ISV-'AIP A J - W LLJ \l PU TBASE _-- - P844 IL - POST BASC ABh ABUi4 1 ()SI BA E ABU ° ADJOINING PANE)_EDGES------ P SI BA l ABABe FPR - ILT UP MEMBERORA 5T t HTS30C._ - .. _ _ __ EIRUr HTS30 __-- - } P R® STUD PLATE BLOCKING,RIM.0 '---- OR OTHER FRAMING MEMBER ALT.S TRAP LOCATION -Q) l L ikUl pSCS (a]HEADELAN WINUEk—.-... _ LDS. .. i.. HAN ER IDS PANELEOGE NAILING ---' __ _ --- LU WNUER ITT • FULL HEIGHT = LU HANGER HD/Huc _ CS16z36"STRAPS@ 4 0 C) �, I. _� • WINDOW CORNERS %" J W --- --- - ) ° �• FRAMING NAILS SHALL BE 0.131"O x 3Y4".0.131'0 x 3"NAILS MAYBE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. HANGER MID j (APPLY OVER SHEATHING) ADJOINING PANEL EDGES ADJOINING PANEL EDGES Q --- - -- J HANGER HUB _ 4Q FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1Y2" I I CD AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED.FRAMING CLIPS SHALL BE USED'I C ! }` II FASTENBUILT-UPMEMSERS,USE D131"0x2Y"NAILS AT LTP4 CLIP WHEN INSTALLED OVER JB"SHEATHING. U •2z4 FLAT BLOCKING BEHIND STRAP 1 1 I Z I LiJ I I III I I � L)__.� 10 zi yr o -O D PANEL EDGE NAILING STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE U -(� PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTIUN A35 OF'[ION LTP4 OPTION li FACE NAILING PER SHEAR WALL SCHEDULE (B) (SECTION 4.3.6.4.3) -� - _, _ ANCHOR BOLTS EMBEDMENT SHALL BE 7",U.O.N.ALL ANCHORS SHALL HAVE 3"x 3"x 0.229"PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN Y"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.IF SHEATHING IS ON BOTH SIDES OF THE WALL,STAGGER THE ANCHOR BOLTS,AS REQUIRED,SO THAT HALF OF THE PLATE WASHERS ARE WITHIN)i"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. PANEL EDGE NAILING HOLD DOWN AND ADD'L k PER SHEAR WALL STUD PER PLAN ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION m SCHEDULE Y MAX {WHERE OCCURS) 3"x3"x012S'PLATE WASHERS i FACE NAILING PER STUDS PER PLAN SHEAR WALL SCHEDULE *HOLD TRAP HOLD DOWN PER N AN(WHERE OCCURS) w CONCRETE STEM WALL CONCRETE STEM WALL Q n PANEL EDGE NAILINGCE NAILING PER PER PLAN PER PLAN PER SHEAR WALLEAR WALL SCHEDULE SCHEDULE P.T.MUDSILL -P,T.MUDSILL ) W U(ANCHOR BOLT O[-TIUN) `l6J(MUDSILL ANCHOR OPTION) DOWN AND ADD'L UD PER PLAN HERE OCCURS) /�OSTUDS PER PLAN `J-TUDS PER PLAN `? 1