5921 COLBY AVE Plans 2025-12-10 - Laserfiche WebLink

2 ROWS BN TO TOP PLATES.AT THE MIN DIMENSION OF A STAG PLYWD AS 8'-3/4"TALL WALLS,INSTALL SINGLE PIECE OF WALL SHTG SHALL BE SHOWN W/FACE BN ROW ON LOWER WALL PL CL 12".USE PARTIAL LENGTH STAG PLYWD AS SHOWN FN GRAIN PERP TO SHEETS @TOP OF WALL ONLY FN WITH FACE GRAIN PERP FRAMING TO FRAMING ``'' BN i ALIGN HORIZ JOINTS ON SOLID STUD WIDTH BLKG �T1 it d 2 Z E WHERE SP SHEATHING OCCURS ROOF FRMG,TYP W w y a 3 ON EA SIDE OF WALL,STAG VERT SHEET JOINTS ON DIFFERENT BLKG @ WALL LINE p STUDS EA SIDE Y z'z / B •I 20 6 N JOISTS,TYP NOTES: `1 0`�°in R BN TO PERIMETER OF ALL 1 ALL ROOF SHEATHING TO BE 15/32"CDX,5 PLY MIN.PANEL INDEX 32116. SHEETS&TO ALL VERT 1. ALL FLOOR SHEATHING TO BE 23/32"APA RATED STURD-I-FLOOR,24"OC, 2.. USE BN OF 8d @ 6"OC @ ALL PANEL EDGES,SHEAR WALLS,TIES&BLKG.FN TO ALL INTERIOR MEMBERS OF 4X OR GREATER EXPOSURE 1,TONGUE-AND-GROOVE. BEARINGS W/8d @ 6"OC ON ROOFS. WIDTH 2. GLUE-FASTENED INSTALLATION-USE ADHESIVE COMPLYING WITH APA 3. PLACE PANELS CONTINUOUS OVER TWO OR MORE SPANS AND PROVIDE 1/8"GAP AT ALL PANEL SPECIFICATION AFG-01.USE SIMPSON STRONG-TIE QUICK DRIVE WSNTL EDGES. #8 FLAT HEAD SCREWS PER ICC-ES ESR-1472(OR EQV.)W/MINIMUM 4. DO NOT BREAK ANY FACE PLYS W/NAIL HEADS.THE MIN EDGE DISTANCE FOR NAILS SHALL BE FN TO ALL INTERIOR CONTACTS 1-1/4"PENETRATION INTO FRAMING MEMBER.BN OF 6"OC @ ALL PANEL 3/8"IN THE PLYWD&IN THE RECEIVING MEMBER. p11DREH'@ EDGES,SHEAR WALLS,TIES&BLKG.FN TO ALL INTERIOR BEARINGS @ 5. ICBO ACCEPTED&APA RATED PERFORMANCE RATED SHEATHING PANELS MAY BE �'pF IVAS111� 3. PLACE PANELS CONTINUOUS OVER TWO OR MORE SPANS AND PROVIDE SUBSTITUTED FOR PLYWD.PANEL THICKNESS&SPAN RATING SHALL BE EQUAL TO THAT NOTED G =6 } USE FULL SHEETS WHERE 1/8"GAP AT ALL PANEL ENDS. ON THESE PLANS. ? r POSSIBLE 4. SET SCREW HEADS FLUSH WITH PLYWOOD SURFACE.THE MINIMUM EDGE AND END DISTANCE FOR SCREWS SHALL BE 3/8"IN THE PLYWD& O ROOF SHEATHING P 30695 Q� IN THE RECEIVING MEMBER. ALIGN BOTTOM OF SP PANEL 5. ICBO ACCEPTED&APA RATED PERFORMANCE RATED SHEATHING GRF W/BOTTOM OF MUD PLATE PANELS MAY BE SUBSTITUTED FOR PLYWD.PANEL THICKNESS&SPAN AL ON SOLE PLATE).CENTER BN ROW ON MUD PL CL RATING SHALL BE EQUAL TO THAT NOTED ON THESE PLANS. S�IS(24 3l4" BN O WALL SHEATHING O CONVENTIONAL FLOOR SHEATHING LAYOUT STUD,JST, SP RAFTER,OR BILK NOTE:PROVIDE 1/8"GAP SPJT BETWEEN SHEETS AT JOINTS 3/8' 3/8" 3/4" BN BN FIN `^ TOP PLATES V J J (N)RAFTER PER PLAN SP SP (N)2x CONT PURLIN, STUD,JST, SP MATCH RAFTER STUD,JST, RAFTER, DEPTH,UON RAFTER, OR BILK BORED HOLE MAX STUD WALL FRMG OR BLK (N)2.4 STRUT @ 4'-0"OC (N)2x4 CLEAT W/(3) W i6d EA END DIAMETER 40 PERCENT PER PLAN MAX(UON)TO WALL PL OF STUD DEPTH BELOW W/A34.INSTALL 2 SP NAILING LLI 0 GREATER THAN 45°TO HORIZONTAL&MAX r, UNBRACED LENGTH 8' U M 5/8"MIN TO EDGE Q ALTERNATE DETAILS -"MIN TO EDGE LAP PLATES PER SD 2 z w 00 BORED HOLES SHALL Q Lu '� NOT BE LOCATED IN THE SAME CROSS SECTION ♦/� OF CUT OR NOTCH IN v J STUD o USE A34 @ OPNG OV/7'-0" Lu m 3: (N)RAFTER PER PLAN T&B,TYP J 2X BILK @ SP JOINTS& (N)2x CONT PURLIN, CEILING LINES L MATCH RAFTER DEPTH, IF HOLE IS BETWEEN 40 AND 60 PERCENT (O� 1— Ire UON NOTCH MUST NOT OF STUD DEPTH,THEN STUD MUST BE HEADERS PER PLAN. Lu W EXCEED 25 PERCENT OF DOUBLE AND NO MORE THAN TWO [)1 N 0.(N)2x4 STRUT @ 4'-0..OC (2)-16d STUD DEPTH SUCCESSIVE STUDS ARE DOUBLED AND 5-16d AS SHOWN EXCEPT USE '^ MAX(UON)TO WALL PL SO BORED A34 LL v HEADERS OW 7'-0"LONG )BELOW W/A34.INSTALL OR WHERE 16d CAN NOT BE \\ GREATER THAN 45°TO USED O Lo / Q HORIZONTAL&MAX UNBRACED LENGTH 8' 2-10d TN,T&B 1-2X STUD, YP O NOTCHING&BORING OF STUDS 2-2XSTUDS WHERE NOTETDON LJ LJ� PLANS 10 PURLIN LINE SUPPORT DOUBLE 2X SUB-SILL @OPNG Q 3/4^=1'0^ ABOVE FLOOR MIN SPACING TO BE 3x NOTCHES&PENETRATIONS z DIAMETER OF LARGER GREATER THAN 1/3 WIDTH OF PLYWOOD AS PENETRATION TOP PLATE ARE NOT ALLOWED NAIL AS A MULTIPLE STUD OCCURS �I KING STUDS FOR HEADERS LESS THAN T-0"USE ( U (5)-8d 5)-i6d SINGLE 2X TRIMMER OTHERWISE w 1/3 USE DOUBLE 2X TRIMMER,UON 0 KING STUD PER TABLE BELOW w BEAM OR HEADER m 16d 12"OC ALL PENETRATIONS > @ MAX DIAMETER OF LL 3x CRIPPLE,TYP READ TO BE W/IN MID PENETRATION TO BE m UON 113 OF TOP PLATE 113 WIDTH OF TOP WALL OPENING KING STUD REQUIREMENTS PLAN SECTION OI STUD WALL OPENING WIDTH(FT) o m AT CORNER OF WALL STUD SIZE 07 TOP PLATE PENETRATIONS HEIGHT a'-o" s'-o" s'-o" o'-o^ a 0 2x(STUD WIDTH) 2X4 2X4 DBL 2X4 (3)2X4 4X6 KING STUD EA SIDE 81-0^ 2X6 2X6 2X6 2X6 2X6 DB 00 L (5)-i6d EA SIDE SOLID PLYWD BEAM OR HEADER FILLER AS 2X4 DBL 2X4 (3)2X4 4X6 4X6 p ¢' REQD @ GLB 10'-0" p 2X6 2X6 2X6 DBL2X6 DBL 2X8 — 3x CRIPPLE, MIN SPACING TO BE 3X 'c O TYP UON DIAMETER OF LARGER 4 1/2"MIN p 16d WALL FRAMING ELEVATION z 12"OC PENETRATION 9"MAX Cn N ELEVATION EA DE SECTION O N PERPENDICULAR TO WALL > i6d 4'-0"MIN i6d Lu O BEAM OR HEADER TO WALL 1s"oc 1s"oc 16-16d MIN,STAG NAILS EA N �. 1/2"=1'-0" 1/3 SIDE OF PLATE OR AS p NOTED ON PLANS (7 ALL PENETRATIONS REQD TO BE W/IN MID 113 OF SILL PLATE DBL TOP PLATE MAX DIAMETER OF PENETRATION TO BE WALL STUDS DATE g/15/2024 1/3 WIDTH OF SILL PLATE o PROVIDE AS EA SIDE OF NOTCHES& DRAWN p PENETRATIONS GREATER THAN 1/3 NOTES: KBM WIDTH OF SILL PLATE 1.SPLICES TO OCCUR ONLY OVER CENTER LINE OF STUD. 78 JOB NO C4651066.00 Og SILL PLATE PENETRATIONS 40 LAP SPLICE SHEET C a S0.2