SAW CUT CIR N C OU T L CA HR � , VEE NOTCH � LET-IN CUT � D�\Q:'\0--BORED HOLES ARE TO BE SPACED AT LEAST A s" \ 0 SCTUUTDOWR INDOTHTCFHROM A so BB EO RS EP DA CHEODL EA ST LA ER AE STTO OT WF ITCHEE TLHAER DG IEASMTE HT EORL E BEARING WALL STUDS BEARING WALL STUDS STUD MAX DEPTH OF MIN DEPTH REMAINING STUD MAX DIAMETER OF MIN DEPTH REMAINING SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH SIZE BORED HOLE AFTER BORED HOLE 2x4 7/8" 2 5/8" 2x4 1 3/8" 5/8" EA SIDE OF HOLE 2x6 1 3/8" 4 1/8" 2x6 2 3/16" 5/8" EA SIDE OF HOLE S TN HT O U E T DE S S : T UMDA, YI FN SOTTUBDES BAORREEDDOI NU BELXECDE, SBSO OR IFN 4G0S%MOAFY NB EO TI NMC OR ER AE STEHDA NT O( 26) 0S%U COCF ESSTSUI VDEWSI DT UT HD SP RA ROEV I D E D BSOE CRTEIDO.NBWO RHIENRGES CSUHTA LOLRNNOOTTBCEH MHAADSEBAETE NT HMEASDAEM E NON-BEARING WALL STUDS NON-BEARING WALL STUDS STUD MAX DEPTH OF MIN DEPTH REMAINING STUD MAX DIAMETER OF MIN DEPTH REMAINING SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH SIZE BORED HOLE AFTER BORED HOLE 2x4 1 3/8" 2 1/8" 2x4 2 1/16" 5/8" EA SIDE OF HOLE 2x6 2 3/16" 3 3/8" 2x6 3 1/4" 5/8'" EA SIDE OF HOLE N ST O U T DE S : MAY NOT BE BORED IN EXCESS OF 60% OF ST HA ME ES TSUEDC TBI OONR IWN GH SE RSEH AC LULT NOORT NBOE TMCAHDHEAASTBTEHEEN MADE. CU N TT O IN TE G : AND NOTCHING WOOD STUDS BORED HOLES IN WOOD STUDS NOTE: DA DOJNAOC ET NNTOSTTCUHDMSOWRIET HTOHUA TN RT HE VRIEEEW B Y ENGINEER. BT HO AR NE DT HHROELEE ANDOJTA CP EE RN MT IST TT UE DD SI NWMI TOHROEU T REVIEW BY ENGINEER. s TYP. HOLES AND NOTCHES IN WOOD STUDS 13 1/2'' = 1'-0" NOTE: AB TETAAMCWH IWT HO 1O/ 2D" NDAI AI L. EAR3 0T7OTSHTREUE L AB TO LBTESA MA TF2L4A" NOG. CE . ,GSATGAEG. G E R E D RN IAPI L2Ex RNTo O2TSOYPP OF STEEL BEAM SSETEEEPLLBAENAM, TYP. WOOD NAILER ATTACHMENT 3W = 1'-0" b b N -+-+-- • +---+- b N GD SRPAATINNG 24/0 32/16 40/20 48/24 / SP(P L H S Y E C WA ) R OOCDLIP ✓ / PS LHYEWA TOHOI ND G PLYWOOD SPAN THICKNESS (IN) 3/8", 7/16" UP TO 24 15/32" UP TO 32 11/29"/352/"8" 5/8", 3/4" UP TO 40 3/4" UP TO 48 # P SO C F 1 1 1 2 ROOF SHEATHING DETAIL 1/2" = 1'-0" T SPLIC OP PLATE \ E AT STUD ' S2 -TRAOGWG SE ROEFD1 O( d8 ) NNAAI LI LSS, MINIMUM. {TYP.) 4'-0" MIN LAP / S A(L U P A P R P L F A Y A R CGE E L A U O E N T L H Y IS ) , ' ' � P( 2E) R16SdTNUADI L S l\ /PDLOAUTBLE TOP E � SWEOEOPDL AS NT U D S , ' � BSOP LTITC. EP AL AT TSET U D GD y 4 ::� -- 0 " DOUBLE TOP PLATE SPLICE SIMPSON STRONG-TIE "STC" OR EQUAL (2 PER TRUSS, EACH FACE) NOTE: WOOD ROOF TRUSS WP LOAOT ED (OS RE ES AT ERECLH T. RD AWCGKST) O P DS TRRYOWNAGL -LT SI ET O" OPS A" TO R1 6A" NO .ACP. PSRI MOPVSEODNE Q U A L . UT OS EA T8 dT Ax C1H1 /T2I"EGSAALNVO. NSATIOL SP S T O WOOD MEMBERS. INTERIOR WALL SUPPORT AT TRUSS 3/4" = 1'-0" PLYWOOD SHEATHING 0G00 EDGE/BOUNDARY NAILING PATTERNS NAIL EDGES INTERMEDIATE 8d 6"0.C. 6" O.C PREFAB WOOD TRUSSES D2 xI ABPLHORCAKGI NMGWAHT EBRLEO CI NKDEI CD A T E D O N P L A N S I N TNEARI LMI NEGD, I ASTEEE/ FPI LEAL ND AND SCHEDULE -�1 . . ..j 2x INTERMEDIATE BLOCKING ESDEGEEP/ BL OA NU NA DN ADRSYCNHAEI DL IUNLGE, APA RATED SHEATHING 16" O.C STUD WALL PROVIDE DOUBLE STUDS AT ENDS OF ALL SHEARWALLS. I.I G)T�1�.: SHEAR WALL NAILING PATTERN I I ' ' BUTUILDT-UP s ppACK, SEE SBTUUILDT-UP PPLAACNK, SEE l-1 �1-1 LAN -T" _1 l- I+ 1-+++� C) u i-,:z . I I I I I I 1( 20)dRNOAWI LSS , O F STAGGERED. 1 1/2"-1 :/ :J---1 1/2" ----;�/2' I I J_ l I I I I 1-t-lI I ·� "' '--.._ 1 (2 6 s E ·- / 0 2-PLY CONDITION 3-PLY CONDITION I I 0:: L) CL p W<(� co > Q. ---<tct-I---J-tt�- "' l-1 I I 4/5-PLY CONDITION 1 T(2 / H 2 ) R " R D U O I AW B . O S A L 3 OT 0 S F 6, STAGGERED � BOLTS SHOWN IN 4 & 5 PLY CONDIT\ON MAY BE CARRIAGE BOLTS . NAILING REQUIREMENTS FOR GD ��I�T-UP COLUMNS REVISIONS '" ctural engineers • • , - BID SET ,:ei 202s I Midwe..,lem E. � inecrs. lnc. 802 We.SI l\ro:i(lway Stn·cl P.O. Box 295 j LoomxJtee. lrnli na 47553 DATE I JULY 2025 DESIGN I N.D.B. DRAWN I N.D.B. Q.C. CHEC 1 · J.D.T. PROJECT Nl!JMBER 2025oob-o 1 ' 1 3 or , ' I FILE NU�BJR I Do Not Use Plan Previews for Take Off
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