3401 FEDERAL AVE 2025-05-29 - Laserfiche WebLink

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SCHEDULE FOR NAILING NG,SEE (TYPICAL AT EXTERIOR) WALL SHEATHING,SEE WALL SHEATHI SCHEDULE FOR NAILING ROOF RAFTERS,SHEATHING 2X6 STUD WALL @ 16"O.C. SCHEDULE FOR NAILING AND NAILING PER PLAN (TYPICAL AT EXTERIOR) LRUZ(OR SIMILAR) BLOCKING FLOOR JOISTS,SHEATHING HANGER TO EACH 2X8 LEDGER W/(2)4 1/2"LONG AND NAILING PER PLAN RAFTER SDS SCREWS @ EACH STUD ROOF RAFTERS,SHEATHING TENSION STRAP BLOCKING @ 24"O.C. FLOOR JOISTS,SHEATHING LVL RIM BOARD AND NAILING PER PLAN PER PLAN AND NAILING PER PLAN ?0 Bq IfFLOOR JOISTS,SHEATHING LTP4 CLIP@SHEATHING Q•C-OF WAS 19 AND NAILING PER PLAN BREAK,SEE SHEARWALL BLOCKING H2.5 TIE TO - - - PROVIDE H2.5 TIE TO EACH SCHEDULE FOR SPACING • Z EACH RAFTER RAFTER BOTH ENDS) BEAM PER PLAN TENSION STRAP ROOF BEAM 6X6 KNEE BRACE(AT ( PER PLAN CC (ECCQ AT EDGES) 45 DEGREE ANGLE) ROOF BEAMS PER PLAN PROVIDE HUCQ HANGER PER PLAN HEADER PER PLAN TO ROOF BEAM POST CAPL BLOCKING @ 24"O.C. KBS1Z KNEE BRACE ECCLRQ(OR ECCLLQ) 2X6 STUD WALL @ 16"O.C. GCy.URAL ENo�? LVL RIM BOARD STABILIZER(BOTH SIDES, 2'-0" POST CAP (TYPICAL AT EXTERIOR) 15/32"OSB OR PLY OVAL 6X6 KNEE BRACE HEADER PER B/S-4 TOP AND BOTTOM) SS/ p1G PER PLAN LT CLIP @SHEATHING BREAK,SEE SHEARWALL PROVIDE SRAP ABOVE AND BEAM STRAP WALL SHEATHING,SEE 2X6 STUD WALL @ 16"O.C. KBS1Z KNEE BRACE PROVIDE MSTC48B3 STRAP FOR BEAM SCHEDULE FOR NAILING (TYPICAL AT EXTERIOR) STABILIZER(BOTH SIDES, SCHEDULE FOR SPACING BELOW THE OPENING PER PER PLAN TO RIM ATTACHMENT @ EACH END TOP AND BOTTOM) DETAIL C/S-4 DRAINAGE AND FLOOR JOISTS,SHEATHING WATERPROOFING FLOOR JOISTS, AND NAILING PER PLAN BY OTHERS POST PER BEAM PER PLAN SHEATHING AND PLAN PROVIDE IUSJOIST HANGER NAILING PER PLAN LVL RIM BOARD PT POST PER PLAN 15/32"OSB OR PLY TO EACH JOIST WALL, SEE 41/2"LONG TIMBERLOK HOEDOWN STRAP ABU POST BASE W/5/8" SCHEDULE FOR NAILING SCREWS @ 8"O.C.STAGGERED I r PER PLAN FEDERAL AVE X 5 1/2"STRONG BOLT 2 LUS HANGER BLOCKING @ 24"O.C. HOEDOWN STRAP -2X6 PT SILL PLATE& CREATE BEAM POCKET IN PT SILL PLATE 2X6 PT SILL PLATE&5/8"X10"A.B. RESIDENCE FLOOR JOISTS, CONCRETE WALL @EACH END (BEYOND) WITH BP WASHER PER PER PLAN 5/8"X10"A.B.WITH BP PT DECK JOISTS SHEATHING AND WASHER @ 36"O.C. (3"MIN BEARING LENGTH) RETAINING WALL FOOTING .. SHEARWALL SCHEDULE 5/8"X5 1/2"STRONG- NAILING PER PLAN 2X6 STUD WALL @ 16"O.C. SIZE AND REINFORCEMENT EVE R ETT PER PLAN LTP4 CLIP,SEE SCHEDULE (TYPICAL AT EXTERIOR) PER SCHEDULE BOLT 2 @ 12"O.C.,— FOR SPACING SLAB ON GRADE AND _—III ABU POST BASE W/5/8"X 7" _ — _ STRONG BOLT 2 TO PREPARATIONS PER CONCRETE WALL 15/32"OSB OR PLY X6 PT SILL PLATE&-WX10"A.B. PLAN III— DRAIN ROCK- PROVIDE LVL RIM BOARD(2) WALL SHEATHING,SEE WITH BP WASHER PER SCHEDULE � 2X70 PT LED 8"O.C. SCHEDULE FOR NAIL GER 6"TIMBERLOK @ —I 2X6 PT SILL PLATE&5/'X10" STAGGERED ING DRAIN ROCK DRAI A.B.WITH BP WASHER PER 2"CLR -i i i III SHEARWALL SCHEDU -#4 @ 16'E.W. 2'CUR- #4HORIZO TALAT16" 71 — DRAIN III—I 3403 FEDERAL AVE, #'@,2"E.W. _ _ _ _ _--2 # o EVERETT,WA98201 RETAINING WAL _ { _ 2"CLR -III—III—III—PREPARAT ONS PERIAB ON GRADE DPLAfQ—III— (SOIL PREPARATIONS( -- — SOIL PREPARATIONS I� FOOTING SIZE AND — 9 I —III a REINFORCEMENT—I I I—III—III— `� - 8 ,III ,III ,III ,III ,III ,IIIhER NOTES ON S�1 —i 1' 4 1 1 ^i PER NOTES ON S-1-III—III—III— ( PER SCHEDULE — «, —I —I I—III—III—I I—t r Detail 2 Detail 3 - -I —I —I DRAIN R CK LAYER 3/8°=1'-0° 1/2"=1'-0° I—III—III—III—III—I 11 3 #4— I I—p8"6"- I fill I I—III 8- -I I I—I I -1 I I—III—I I— SOIL PREPARAAS�TIONS- II III—III—III— O FLOOR JOISTS,SHEATHING PER NOTES 1—III—III—WATER PROOFING—_ — _ - PERARCHITECTURAL— - S BON GRADE AND NAILING PER PLAN BEAMS PER PLAN III—III—III—III—III—III—III III III III I'1 I R PLAN LRUZ(OR SIMILAR)HANGER III III III III III III III III III III—I 1~ a TO EACH RAFTER 2X8 LEDGER W/(2)41/2"LONG III—III—III—III—III—III—III—III—III—III—III—I�� AT 12"E W SDS SCREWS @ EACH STUD BEAM STRAP —III—III— — III_ y, ROOF RAFTERS,SHEATHING PER PLAN BLOCKING @ 24"O.C. —III—III—I I—I IIMPORTANT NOTE:( I I I—III-DRAIN III— AND NAILING PER PLAN III—III—III—III— NEW FOOTING SHALL BE-III—III— _ H2.5 TIE TO FLOOR JOISTS,SHEATHING PLACED AT 45 DEGREE OR--— 7 _ PROVIDE IUS HANGER PROVIDE IUS HANGER —III—III—III—III DEEPER PROJECTION-III—III—III—I EACH RAFTER AND NAILING PER PLAN _ TO EACH JOIST TO EACH JOIST III—III—III—III—III—III—III—III—III—III—III—III p_—^ -- PROVIDE HHUS HANGER FOR �—III—III—III—III—III—III—III—III—III—III—III—I —I�,'-6" -g" ATTACHMENT III—III—III—III—III—III—III—III—III—III—III—III — I" ROOFBEAM 5 Detail DRAWING INFO 1-1 1 I—III—III—III-1 I —I I —III—I 11-1 —III-1 I I—I I I I I— PER PLAN PROVIDE HGUS48 BEAM LVL RIM BOARD WITH U 3/4"=V-0" HANGER PER PLAN HUCQ HANGER LTP4 CLIP @SHEATHING ISSUE DATE 08-24-23 n Detail 1 CCO(ECCLRQ FOR 2 BEAM BREAK @ 24"O.C. HEADER PER U 1/2"-1'4" CONDITION)POST CAP SCHEDULE X6PTSILLPLATE& ISSUED FOR PERMIT KBS1Z KNEE BRACE 6X6 KNEE BRACE 2X4 STUD WALL` STABILIZER(BOTH SIDES, PER PLAN @ 16"O.C. 'WASHER @ 6TO.C. TOP AND BOTTOM) PROJECT NO.22082 PT POST PER PLAN SLAB ON GRADE AND ABU POST BASE W/5/8' #4 @ 16" PREPARATIONS PER PLAN X51/2"STRONG BOLT ENGINEER BB CONCRETE WALL REVISION SCHEDULE WITH FOOTING - #3 NOSE BAR z=#a NO. DATE DESCRIPTION BLOCKING @ 24"O.C. III MSOIL PREPARATIONS 1 09-16-22 PILE REVISION LVL RIM BOARD -'-2 ?ER NOTES ON S-1 #3 AT 18"E.W.(MID-DEPTH) 2X70 PT LEDGER W/41/2" FLOOR JOISTS, Detail 6 III LONG TIMBERLOK SCREWS SHEATHING AND @ 6"O.C.STAGGERED NAILING PER PLAN 3/4"=1'-0" -III IIIII 1_° LUS HANGER PT DECKJOISTS III— PER PLAN 2X6 PT SILL PLATE& (IIIII /8"X10"A.B.WITH BP _ 2X10 PT LEDGER W/5/8"X 51/2" ASHER @ 36"O.C. STRONG BOLT 2 @ 12"O.C. DRAINAGE AND -a— II II SLOPE BY OTHERS (IIIII III RETAINING WALL — (FOOTING SIZE AND FRAMING- REINFORCEMENT- — II III III IIIpER3QHEDULE 111 III _ DETAILS I—III—III—III—III—III—III—III=III—I I —_ 111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIII . 4 Detail4 C Copynght b2 Stmctuml Engineers 2008