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

BEAM TO LL TYP,UON 6 CONNECTI N 1 PLAN LEGEND 26 52.1 PER 11/S0. 52.1 (R)ROOF SHEATHING 25 6 28 PER PLAN (4)-i6d - - - -_ -_-_�_-_ -_- -- --- -- ---- ------- (E)2X4 BEARING WALLS O et (R)ROOF RAFTER(R)ROOF SHEATHING (R)BN PER PLAN I I =______ (R)2X4 BEARING WALLS PER PLAN BC4 POST CAP 2 I (E)NON BEARING WALLS)CEILING JOISTS 2 ? Z E(R)BN ER PLAN 1 1 (R)NON BEARING WALLS zbOE1 m=a a(R)A34 (R) @ 48"OC/ ( ) .5A @ 48"OC 6 ---- 2X BLKG m (R)BEAM PER PLAN 25 II - (E)BEAM,OR(E)HDR BLW ¢N c (R)WALL FRMG PER PLAN III Z c m d (R)SP AS OCCURS (R)BEAM,OR(R)HDR BLW (R)2X BLKG WI I n- - ` w o m ro RBC@48"OC 4 I 3 1 ono inN I CONTRACTOR TO VERIFY ATTIC VENTILATION PER IRC O RAFTER TO EXT WALL O RAFTER TO EXT WALL 25 SECTION R806. "=3/4 1'-0" 52.1 I 3 -J - - L�J KEY NOTES ODREWe 7 III V OF WAS, . (N)2X RIDGE BLKG —ill �'/6 p'/ 5 O (E)2X4 ROOF RAFTERS @ 24"OC (4)-i6d (R)BN -- _BN_ 4 1 1 52.1 O (R)2X4 ROOF RAFTERS @ 24"OC 1\ 3 PGR 3069G �� I S2.1 I O3 (N)2X4 SISTERED ROOF RAFTER ass/OVALEt"G`� 7OC - IL_ __ __ _ 1 (R)4X4 BRACE 3/is(¢4 (R)ROOF RAFTER1 I 3 _ _, ___ __ ____ __ ____PER PLAN1 I4 28 (E)HEADER REPAIRED/REPLACED CHIMNEY STACK. 6 (R)4X6 HEADER SEE 1/S4.1 MATCH(E)HEIGHT,BUT NOT WFLASHING AT ROOF&(N)2x4 STRONGBAC ` (R)GABLE END STUD LESS THAN 2-FT ABOVE ROOF SURFACE WALL INTERSECTIONS WITH (R)15132"ROOF SHEATHING PER & EACH BRACE,PLAC --- WALL UNDER END WITHIN 10'OF RIDGE.PROVIDE SPARK REPAIRED CHIMNEY STACK.MAX ALONG BRACECOMMON RAFTER ARRESTOR. SPJOINT ROOF FRAMING PLAN �T ® (E)CEILING JOIST@24"OC (R)2x4 GABLEC ---- 1/4"=1'-0" 1 Y(R)BN B O LL (R)2X6 CEILING JOIST @ 24"OC ( ) @RACE (R)SP WHERE TYP,UON 26 PERCON 1'/TIO OCCURS PER 11/50.2 10 (N)2X6 TIE BEAM NOTES: (R)WALL FRAMING 25 27 1. SIZE OF MEMBERS IS APPROXIMATE.MATCH LENGTH OF PER PLAN 11 (N)4X12 HF NO.1 CEILING BEAM BRACKET ON REAR ELEVATION O1z (E)2X6 FLOOR JOIST @ 24"OC RAFTER GABLE BRACE 3/4"=,,-0" 1�(R)y'a-FLOOR J�! @,2" 1BC4 POST 1BASE FOR R)4X8 HF NO.1 GIRDERPOST ABV �11 g O 3"HEADLOCK SCREW EA END(R)2x BLKG W/i6d (R)BN SEE NOTE 1 C NTRACTORTO VERIFY OR PROVIDE 4X4 (R) 8 PT DE BEA UC48 EA END Z W N @ 6"OC (R)ROOF SHTG PER PLAN OLLI > oo (R)2X8 PT DECK BEA W/LUC2 (USING S 9112 FASTENERS) 1 0 Q (R)BN (R)ROOF RAFTER PER PLAN 11 V) } Q V J 17 (R)2X70 PT LEDGER Lu m ` z (R)4X4 BEAM u u u u u R 2X PT DEC PLANKI G S 0 (R)(2)SDWC15600 25 27 n n nnn n n 18 ( ) Al � J w TO 2X4 BRACED(2)16d 1 O L TOE NAIL EA END ig (E)PO T W/(E)FOOTING !1 1-- 0 CONTRACTOR TO PROVIDE 4X4 4 w lJ (R)2X4 BLOCK OR(2)-2X4 STITCHED ALIGNED W/BEAM g2,, LLI i 9 NOT USED (R)WALL FRMG (R)(2)i6d,TYP 8 20 Q 0 Li N LU PER PLAN (R)SP AS OCCURS 9 21 NOT USED 1 Q L0 10 22 (R)4X4 DIAGONAL BRACE O w NOTES: 1. SIZE OF MEMBERS IS APPROXIMATE.MATCH LENGTH OF / �1 23 ( PT 4X OST W/ 4"Lx24 xl8"D CO CRETE BRACKET ON REAR ELEVATION I I FOOTING W/(3)-#4 REBAR EA WAY I I 24 (N)4X6 HF NO.1 BEAM OEXTERIOR WALL BRACKET �`_____— sa., 25 (N)4x4 BEAM 3/4"=l'-0" 1 (N)4x4PTPOST CEILING FRAMING PLAN N U1/4"=l'-0" 1 1 p7 (N)CCT44 POST CAP 1 MAX o 1 28 (N)LSTA30 w (R)STRUT PER PLAN (N)DTT2Z c w 23 23 23 - 23 _ 29 29 (N)MST37 LL ZA34 /SD#9 SCREWS STRUT n16 r0, ILING JOIST PER PLAN -.n�J n L I o m 17 14 15 L a` m 1 m 54.2 U r 24 `0 LU2s EA CLG JOIST 1 1 a, (N)CEILING BM PER PLAN 51 0 . 2 4O STRUT TO(N)BEAM z 0 18 .. �4. Z 0 3/4"=l'-0" 14 C N 23 J LL u LLI (N)DTT2Z 23 23 23 N (E)ROOF SHEATHING N PER PLAN 24 3 0 16d @ 12"OC,TYP 0 4. (N)SISTERED ROOF RAFTER PER PLAN TYP,UON m 22 19 14 DATE 14 --------- 8/15/2024 oI-c - r - DRAWN KBM (E)ROOF RAFTER L 29 23 19 19 JOB NO C4651066.00 ORAFTER STRENGTHENING SHEET 3/q"=,._o• FOUNDATION PLAN LL va^=r-o" N S2.1