3401 FEDERAL AVE 2025-05-29 - Laserfiche WebLink

ROOF GABLE END ROOF TRUSS AND NAILING NG PEREPLANNG m — • — • 2X4 ROOF OUTRIGGER @ 24"O.C. GABLE END ROOF TRUSS BLOCKING @ In O b2engineers.com z 'LIE ROOF TRUSS,SHEATHING EACH SUPPORT 425-318-7047(0) OOF OVERHANG @ 24 2X4 R"O.C. AND NAILING PER PLAN 425-318-0031 (C) LTP4 CLIP @ SHEATHING LTP4 CLIP IF WALL SHEATHING H2.5 TIE TO EACH TRUSS BREAK,SEE SHEARWALL DOES NOT OVERLAP BLOCKING, SCHEDULE FOR SPACING LTP4 CLIP @ SHEATHING SEE SHEARWALL SCHEDULE @EACH END BREAK,SEE SHEARWALL FOR SPACING 2X4 TRUSS BRACES @ ROOF TRUSS,SHEATHING SCHEDULE FOR SPACING 24"O.C.(BY TRUSS AND NAILING PER PLAN TRUSS BRACES AT 24" SUPPLIER) (BY TRUSS SUPPLIER) HEADER PER SCHEDULE FIRBELOW THE PENING AND BELOWPROVI THE PENING AND BELOW THE OPENING PER HEADER PER B/S-4 BELOW THE OPENING PER DETAIL C/S-4 DETAIL C/S-4 HEADER PER SCHEDULE 15/32-OSB OR PLY WALL SHEATHING,SEE 15/32"OSB OR PLY 15/32"OSB OR PLY 2X6 STUD WALL @ 16"O.C. SCHEDULE FOR NAILING WALL SHEATHING,SEE (TYPICAL AT EXTERIOR) WALL SHEATHING,SEE 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 FLOOR JOISTS,SHEATHING LTP4 CLIP @ SHEATHING Q•y OF WASNi S AND NAILING PER PLAN BREAK,SEE SHEARWALL BLOCKING H2.5 TIE TO - -- -- _ - FBEAMS 5 TIE TO EACH SCHEDULE FOR SPACING Z EACH RAFTER H ENDS) BEAM PER PLAN TENSION STRAP ROOF BEAM 6X6 KNEE BRACE(AT PER PLAN CCQ(ECCQ AT EDGES) 45 DEGREE ANGLE) PER PLAN PROVIDE HUGO HANGERPER PLAN HEADER PER PLAN TOROOF BEAM ,p NA 4POSTCAP BLOCKING @ 24"O.C. KBS1Z KNEE BRACE ECCLLO) 2X6 STUD WALL @ 16"O.C. PURAL�LVL RIM BOARD STABILIZER(BOTH SIDES, (TYPICAL AT EXTERIOR) 15/32"OSB OR PLY '' OWAL 6X6 KNEE BRACE HEADER PER B/S-4 TOP AND BOTTOM) Sg/ pl PER PLAN LTP4 CLIP @SHEATHING BREAK,SEE SHEARWALL PROVIDE SRAP ABOVE AND BEAM STRAP WALL SHEATHING,SEE 2X6 STUD WALL @ 16"O.C. KBS1Z KNEE BRACE kPOOVIDE MSTC48B3 STRAP FOR BEAM SCHEDULE FOR NAILING (TYPICAL AT EXTERIOR) STABILIZER(BOTH SIDES, SCHEDULE FOR SPACING BELOW THE OPENING PER PER PLAN 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 IUS HANGER NAILING PER PLAN LVL RIM BOARD PT POST PER PLAN 15/32"OSB OR PLY TO EACH JOIST WALL SHEATHING,SEE 4 1/2"LONG TIMBERLOK HOLDOWN STRAP ABU POST BASE W/5/8" SCHEDULE FOR NAILING SCREWS@8"O.C.STAGGERED 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 PER PLAN FLOOR JOISTS, 5/8"X10"A.B.WITH BP CONCRETE WALL @EACH END (BEYOND) WITH BP WASHER PER 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 a - ABU POST BASE W/5/8"X 7" PREP ATIONS PER STRONG BOLT 2 TO - � �• � —_ 1 CONCRETE WALL 15/32"OSB OR PLY X6 PT SILL PLATE&5/8"X10"A.B. —III PLANAR DRAIN ROCK— - PROVIDE LVL RIM BOARD(2) WALL SHEATHING,SEE WITH BP WASHER PER SCHEDULE 2X70 PT LEDGER 6"TIMBERLOK @ 8"O.C. SCHEDULE FOR NAILING DRAIN ROCK — 2X6 PT SILL PLATE&5/'X10" STAGGERED - DRAI A.B.WITH BP WASHER R 2"CIL —i III SHEARWALL SCHEDU - 2"CLR #4HORIZO TALATI6" DR AN 3403 FEDERAL AVE, #'@'2"E.W. —2 # o EVERETT,WA 98201 RETAINING WALL ¢ 2"CLR a —III I —III—pREPARAT ONS PERDPLAfQ—III (SOIL PREPARATIONSI SOIL PREPARATIONS— I`�— FOOTING SIZE AND —III—I —III , REINFORCEMENT—III—III—III— 8 ,III ,III ,III ,III ,III ,III ,III ,III-?ER NOTES ON S-1 4 if j PER NOTES ON S-1—III—III—III— PER SCHEDU —III—III—III— � Detail 2 3 Detail 3 III—III—III—III—III—III—I ____ DRAIN R CKLAYER 3/8"=,'-0" ,/2"=,'-0" 1=III=III—III—III—III 31�4— I I—,a.6"- I FI>—III—III III—III-SOIL�P�REPARATIONS I—III—I I�—III—I —III—IPER NOTES ON 5H1—III—I I—WATER PROOFING— I—III—III— PERARCHITECTURAL—y- _ FLOOR JOISTS,SHEATHING III—III—III—III—II `I— S BON GRADE AND NAILING PER PLAN BEAMS PER PLAN I a R PLAN LRUZ(OR SIMILAR)HANGER —III—III—III—III—III—III—III—III—III—III—I 4� 2X8 LEDGER W/(2)41/2"LONG III—III—III—III—III—III—III—III—III—III—III—I�� AT,2"E W TO EACH RAFTER SDS SCREWS @ EACH STUD _ BEAM STRAP III III III III— y, - _ ROOF RAFTERS,SHEATHING PER PLAN BLOCKING @ 24"O.C. _ IMPORTANT NOTE: III—DRAIN III AND NAILING PER PLAN III—III III—III— NEW FOOTING SHALL BE—III III—LACED AT 41 DEGREE OR _ H2.5 TIE TO FLOOR JOISTS,SHEATHING D EPER PROJECTION-1 I III III 1 -� — TOOEAICH JOIST HANGER TO EACHJOIST ANGER III III III III ° z EACH RAFTER AND NAILING PER PLAN III—III—III—III—III—III—III—III—III—III—III—III —° - _ -- PROVIDE HHUS HANGER FOR III III III III III III III III III III III 1L-6..1 O9„IIII BLOCKING BE TO BEAM ATTACHMENT III—III—III—III—III—III—III—III—III—III—III—IIII I" II ROOFBEAM �De[ai155 DRAWING INFO III III III III III III III III III III III PER PLAN PROVIDE HGUS48 BEAM LVL RIM BOARD WITH �3/4"=T-0=V-0" HANGER PER PLAN HUGO HANGER LTP4 CLIP @ SHEATHING ISSUE DATE 08-24-23 Detail 1 CCO(ECCLRQ FOR 2 BEAM BREAK @ 24"O.C. HEADER PER 1/2"—1'O" CONDITION)POST CAP SCHEDULE 2X6 PT SILL PLATE& KBS1Z KNEE BRACE 6X6 KNEE BRACE 2X4 STUD WALL` _ .5/8"XB"A.B.WITH BP ISSUED FOR PERMIT STABILIZER(BOTH SIDES, PER PLAN @ 16"O. . -- TOP AND BOTTOM) C `WASHER @ 36"O.C. PROJECT N0.22082 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 L,WITH FOOTING REVISION SCHEDULE - 2 _ NO. DATE DESCRIPTION p #3 NOSE BAR BLOCKING @ 24"O.C. III _SOIL PREPARATIONS 1 09-16-22 PILE REVISION LVL RIM BOARD 1'-2" PER NOTES ON S-1 #3 AT 18"E.W.(MID-DEPTH) FLOOR JOISTS, 2X70 PT LEDGER W/41/2" SHEATHING AND Detail 6 I LONG TIMBERLOK SCREWS NAILING PER PLAN �3/4"=1'-0=1'-0° @ 6"O.C.STAGGERED —III IIIII °`. IIILUS HANGER PT DECK JOISTS 2X6 PT SILL PLATE& PER PLAN /8"X10"A.B.WITH BP _ 2X10 PT LEDGER W/5/8"X 5112" ASHER @ 36"O.C. IIIII STRONG BOLT 2 @ 12"O.C. DRAINAGE AND — - - '—I I— SLOPE BY OTHERS IIII—III —_RETAINING WALL _ FRAMING _ —III—I I FOOTING SIZE AND —_REINFORCEMENT — IIII—IIIIIIIII—III—PERSCHEDULE-III— III= DETAILS _ —III—III—III—III—III—III—I —_ _ _ IiIlllilililllliiillliiillliiillliiillliiillliiilll—III—III—III—III—III 4 Detail 4 - -� —� - 1/2"=V-0" S_3 1I Copynght b2 StNctuml Engmwm 2008