306 88TH ST SE 2023 Plans 2025-03-28

TABLE R602.50) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER•'•'° SPACING AND LOCATION SPACING OF FASiNERS ROOF ITEM NUMBER AND TYPE INTERMEDIATE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER •'° EDGESN SUPPORTS°'' 4-84 BOX(2 1/2*x 0.115")OR (INCHES) (INCHES) 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON(2 12•x 0.151°):OR TOE NAIL 5-10d BOX(3"z 0.125");OR WOOD STRUCTURAL PANELS.ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING 5-5'x 0.131•NAILS (SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTER/ORWALL SHEATHING TO WALL FRAMING) 4-Bd BOX(2 1/2"x 0.115')OR Sd COMON(z•.OJIS-)NAIL(BUBFLOOR.WALL) 0 3-&A COMMON(2 12-x 0.151");OR PER JOIST.TOE NAIL 50 5/8'-1121, 6 12F 2 CEILING JOISTS TO TOP PLATE Bx COMM.Ou(2I/z".0.151");OR ROKS-01(2 DIB•xa.ttS^)NAIL(ROOF) 2 3-10d BOX(5"z 0.128"):OR p 5-3"x 0.151-NAILS 31 19152"-1" BA COMMON NAIL 121/2•x D.101'):OR R6R6-01(2 3/B"x0.118') 6 12' Q CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER,LAPS OVER 4-104 BOX(5"x 0.128");OR NAIL ROOF 5 PA RTITION5[SEE SECTIONS R802.3.1,R802.5.2 AND TABLE 5-16A COMMON(5 1/2"X 0.162");OR FACE NAIL 104 COMMON(5"x 0.148')NAIL;OR o R 502.5.1 9 4-3"z 0.131"NAILS 52 1 1/8"-1 1/4' 6d(21/2"x 0.131°)DEFORMED NAIL 6 12 - Ga CEILING JOISTS ATTACHED TO PARALLEL RAFTER(HEEL JOINT) G 4 [SEE SECTIONS R602.3.1 AND R802.3.2 AND TABLE TABLE R802.5.1(9) FACE NAIL OTHER WALL SHEATHING# R808.5.1(9) 5 COLLAR TIE TO RAFTER,FACE NAIL OR 1 1/4"x 20 GA.RIDGE STRAP TO 4-10d BOX(5-x 0.128°) OR 1/2"STRUCTURAL CELLULOSIC FIBERBOARD 1 1/2"GALVANIZED ROOFING NAIL.7/16"HEAD RAFTER 3-16d COMMON(51/2"z 0.162");OR FACE NAIL EACH RAFTER 55 SHEATHING DI AMETEK.OR CROWN STAPLE 16 GA.,11/4"LONG 5 6 4.3' x 0.151"NAILS 0 3-16d BOX NAILS(5 1/2"z 0.135");OR 2 TOE NAILS ON ONE SIDE AND i TOE NAIL 34 25/32"STRUCTURAL CELLULOSIC 1 3/4"GALVANIZED ROOFING NAIL,7/16"HEAD 5 m 3-104 COMMON NAILS(5"x 0.148");OR ON OPP051TE 51PE OF EACH RAFTER OR FIBERBOARD SHEATHING DIAMETER.OR CROWN STAPLE 16 GA.,11/4"LONG 6 _ 6 RAFTER OR ROOF TKU65 TO PLATE 4-10d BOX(3"x 0.128"):OR TRUSS m uIS 4-5"z 0.131"NAILS 55 112"GYPSUM SHEATHING# 1 1/2"GALVANIZED ROOFING NAIL;STAPLE GALVANIZED 7 1 1/2"LONG;1 1/4"SCREWS,TYPE W OR S 7 4-16d (5 1/2"x PASS');OR ' 3-10d COMMON NAILS(3"x 0.14E°);OR TOE NAIL 36 5/8"GYPSUM SHEATHINGd 7 5/4°GALVANIZED ROOFING NAIL:STAPLE GALVANIZED, 7 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR ROOF RAFTER 4-t0A BOX(3"x 0.126.);OR 7 5/8"LONG;1 5/6'SCREWS,TYPE W OR 5 7 TO MINIMUM 2°RIDGE BEAM 4-5°x 0,151"NAILS 3-16d BOX 31/2•x 0.155"'OR WOOD STRUCTURAL PANELS.COMBINATION SUBFLOOK UNDERLAYMENT TO FRAMING 2-1Ed COMMON(3 1/2°•0.162");OR END NAIL 3-10d BOX(3'x 0.128");OR 6d DEFORMED(2"x 0.120")NAIL;OR B-S"z 0.131"NAILS 37 3/4"AND LESS 8d COMMON(2 1/2"x 0.151")NAIL 6 12 WALL 8d COMMON(2 1/2°x 0.131")NAIL;OR 76d COMMON(3 1/2"x 0.162") 24"B.C.FACE NAIL 58 7/e"-1- 8d DEFORMED(2 1/2"x 0.120")NAIL 6 12 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 10d BO% 0.128");OR 3"x 0.151"NAILS 16"o.c.FACE NAIL 38 1 1/B•-1 1/4" 100 COMMON(3"z 0.148")NAIL;OR 8d DEFORMED(2 1/2"x 0.120")NAIL 8 12 16d BOX(5 1/2'x;0.135");OR 12°O.c.FACE NAIL �D REGISTERED 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS 5"x 0.151"NAILS (AT BRACED WALL PANELS) CHITECT 16d COMMON 3 1/2"z 0.762° 76"D.C.FACE NAIL 10 BUILT-UP HEADER(2"TO 2"HEADER WITH 1/2°SPACER) 16d COMMON(51/2"x 07162") 16"o.c.EACH EDGE FACE NAIL i6d BOX(3 1/2°x 0.735") 12"D.C.EACH EDGE FACE NAIL +.WAILS ARE SMOOTH-COMMON.BOX OR DEFORMED SNANKB EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAYR MINIMUM DEAN C.DAWOTIS RAGE BENDING YIELD 6TRENGTH6 AS SHOWN:80 KSI FOR SHANK DIAMETER OF 1.IB2 INCH(2GC COMMON NAIL),e0 KSI FOR SHANK DIAMETER LARGER THAN 0.1421NCH BUT STATE aF WABHINGTON 5-Bd BOX (2 1/2°x 0.115")'OR NOT LARGER THAN 0.177 INCH.AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. 11 CONTINUOUS HEADER TO STUD 4-BdLOMMON(27/2"x0.131");OR TOENAIL o;NAIISLeNALRLEREsrSLeolnrNOTDMORETHAN6ONC/ENTERATALLSUPPORTSWHERES1PD`xsARE,BINLHE6oRGREATER. 4-70d BOX(3"x 0.725") FOUR-FOOT BY B-FOOT OR 4-FOOT BY S-FOOT PANELS bHALL DE APPLIRD VERTICALLY: .SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON'iABLE R802.6(2). 12 16d COMMON(3 1/2"x 0,162") 16"....FACE NAIL FOR WOOSTRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GADU END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 45 INCHES OF ROOF EDGES AND RIDGES.NAILS SHALL BE SPACED AT 0INCHES ON CENTER TOP PLATE TO TOP PLATE 10d BOX(3"z 0.128');OR 12°D.C.FACE NAIL ' WHERE THE ULITMATE DESIGN WIND SPEED IB LESS THAN 130 MPH AND SHALL BE SPA ED 41NCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS ISO MPH OR GREATER BUT LESS THAN 140 MPH. 3"z 0.131"NAILS GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1596 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 255.FIBERBOARD SHEATHING SHALL CONFORM TO ASTM L 208. R.SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGER SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMITERS OxLY. F DOUBLE TOP PLATE SPLICE FOR SDC's A-D,WITH SEISMIC BRACED 6-16d COMMON(5,112"x 0.162');OR PACING OF FnSrENEK5 ON ROOF SHE rANEL EDGES APPLIES TO TO PANEL EDGES SUPPORTED DY FRAMING MEMBERS AND REOuIRED BLOCKING.BLOCKING OF ROOF OK FLOOR O WALL LINE SPACING<25' 12-18d BOX 5 1/2'x 0.155';OR SHEATHING rANEL EDGES PERPENDICULAR r0 THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER FROVISIONS OF THIS CODE.FLOOR PERIMITER SHALL BE U ( ) SHERE I1D F ERRAOMING ENE BERB OR SOLID BLOCKING. 12-10d BO%(5°-%0.128"):OR FACE NAIL ON EACH SIDE OF END JOINT I. 0 AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AMC TOE NAILS FROM N 19 12-5'x 0.151"NAILS TEE CEILING JOISTS i0 TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. d (MINIMUM 24"LAP SPLICE LENGTH EACH Rbzs-ot le A ROOF to RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667. DOUBLE TOP PLATE SPLICE FOR SDC's DO,D„D„AND BRACED SIDE OF END JOINT) r WALL LINE SPACING 2 25 12-16A(3 1/2-x 0.135") V 74 BOTTOM PLATE TO J015T,RIM J015T,BAND JOIST OR 184 COMMON 5 7/2'z 0.162" 18"D.c.FACE NAIL I� O BLOCKING(NOT AT BRACED WALL PANELS) 76d BOX B"2.z C.135";OR co x 0.737"NAILS( ) 12"D.C.FACE NAIL 3-16d BOX(3 1/2"x 0.135");OR 5 EACH 16"D.c.FACE NAIL O 15 BOTTOM PLATE 70 JOIST,RIM JOIST,BAND JOIST OR 2-104 COMMON(5 1/2"z 0.162°);OR 2 EACH 16•D.C.FACE NAIL BLOCKING(AT DRALED WALL PANEL) 4-5"x 0.131"NAILS 4 EACH 16"D.C.FACE NAILR t9 4-6d BOX(2 1/2"z 0.155");OR of O w 5-16d BOX(3 1/2"x 0.135");OR ca O 4-8d COMMON(21/2"x 0.151");OR TOE NAIL 4-10d BOX(3"x 0.128");OR ?j a 4-5'z 0.151°NAILS - C5 1S TOP OR BOTTOM PLATE TO STUD 3-16d 15OX(3 1/2"x PASS");OR �S CO �M 2-16A COMMON(31/2"x 0.162•);OR END NAIL O 5-10d BOX(3"x 0.126");OR Q C\2 5-6°x 0.151"NAILS N 5-10D BOX(5"K 0.128"):OR 17 TOP PLATES•LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON(5 1/2"z 0.182'):OR FACE NAIL h 3-3°z 0.131"NAILS IN 5-8d BOX(2 x 0 ;OR Li18 1"BRACE TO EACH STUD AND PLATE 2- COMMONN(2 1/2" x 0.0.131");OR FADE NAIL 2-10A BOX(3'z 0.128•);OR STAPLES 2 STAPLES 1 3/4" 5-8A BOX(2 1/2"z 0.115");OR 19 1"x S"SHEATHING TO EACH BEARING 2-8A COMMON(21/2"x 0.131");OR FACE NAIL 2-10d BOX(3"x 0.128");OR 2 STAPLES.1°CROWN.19 GA..1 3/4"LONG 3-8d BOX(2 1/2"z 0.113");OR 5-5d COMMON(2112,z 0.131");OR 5-70d BOX(3"N 0.128");OR 3 STAPLES,1'CROWN,19 GA.,1 5/4^LONG FACE NAIL 20 1"z 8"AND WIDER SHEATHING TO EACH BEARING WIDER THAN 1"Me" 4-8d BOX(2 1/2'z 0.113");OR 5-6d COMMON(2112.x 0.151");OR 3-10d Box(3"N 0.126");OR 4 STAPLES,1"CROWN,16 GA..1 3/4"LONG FLOOR 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(Z 7/2"z 0.131°);OR TOE NAIL 3-10d BOX(3"z 0.128");OR 5-3"x 0.131'NAILS 84 BOX 2 0.113") 4"D.c.TOE NAIL w 22 RIM J015 T,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON(21%2"x 0.737;OR I PLATE(ROOF APPLICATIONS ALSO) 10d BOX(5"x 0.728");OR 6"o.c.TOE NAIL J 3"x 0.131"NAILS 13"3-8d BOM(2 1"".z/00 O 28dCMON(212.1 )131% Q OR FACE NAIL 23 1"x 6"SUBFLOOK OR LE55 TO EACH J015T 3-10d BOX(5"z 0.128");OR 2 STAPLES,1•CROWN.16 GA..1 514•LONG 24 2"5UBFLOOR TO JOIST OR GIRDER 6-16d BOX(5112"x 0.155");OR BLIND AND FACE NAIL 2 2-16d COMMON 5 1/2"x 11 2" 25 2"PLANKS(PLANK 6 BEAM-FLOOR d ROOF 5-16d BOX 1 3 1/2"x 0.155");OR AT EACH BEARING,FACE NAIL C ) 2-16d COMMON D 1/2"x 0.162") v 3-16d COMMON(5 1/2"x 0.162');OR cn 26 BAND OR RIM JOIST TO JOIST 4-10d BOX(5°x 0.128');OR END NAIL 4-5'x 0.151"NAILS;OR 4-3"z 14 GA.STAPLES,7/16"CROWN 020d COMMON 4"x 0.192°);OR NAIL EACH LAYER AS FOLLOWS:52"D.C. Z AT TOP AND BOTTOM AND STAGGEIZED. 10A SOX(5°z 0.128");OR 24"o.c.FACE NAIL AT TOP AND 50TTOM 5"x 0.137"NAILS STAGGERED ON OPPOSITE SIDES 27 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER z LAYERS AND: 2-204 COMMON(4',0.192");OR W 5-10d BOX(3"z 0.128");OR FACE NAIL AT ENDS AND AT EACH SPLICE 5-5"x 0.131"NAILS 4-16d BOX(3 1/2"x 0.135")'OR R 28 LEDGER STRIP SUPPORTING JOISTS O RAFTERS 3-i 6d COMMON(5 1/2'x 0.162°);OR AT EACH J015T OR RAFTER.FACE NAIL V J 4-104 BOX(5"x 0.125");OR 4-5"z 0.151"NAILS Q 29 BRIDGING TO JOIST 2-10A 5°z 0.128" EACH END,TOE NAIL P.,S GC-2.a __t