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<br /> �4LL F�STFI�l�RS 5/MP50N 5 RONG- l �
<br /> Dl�4f�HR�GM N�IL/NG SGHFDULF 5Hr4LL BF DR/VFN I �" BG4 /NST�LL.�T/ON - ' � �
<br /> D/�PHR�GM LOG�4l/ON Nfi/L5 5f'�G/NG �'LUSH 1N/SURF�4GF � uv-! f��R M�NUFf4GlURERS o 4X6 D/M. LUMBER BF�M M�X. BORFD HOL1 ' o
<br /> �'F'� O R S T R U G T U R�L � J = R F G OM�ND�T/O N 5 D l�. l N D B L T O f� .� o �, .
<br /> FLOOR Dl�4PHR�4GM 8d 6"OG f,�N�L �? Q 4C ° PL�TF' '17" Mfi�X = �� 'v� �
<br />, DI�PHR.4GM BOUNDR�RY DG4PHR�GN/ BOUND.4RY � v � B�M OR N�LL BFLOW l 60% "lN" OR LF'S5 � � Z
<br /> 2.�/.�2" T�G PFR M/N �DGF'
<br /> /NDSHT'G FI.�LDN.4/L5 Sd �O"OG .- - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ 4X4GR�1'VLSP�G� GOLUMN
<br /> - - - - - - - - - - - - - - - - - - - -
<br /> UNBLOGKFD ' � - - � - - - - T - - �- - - - -� , „ ' i - - - D/5T. lN/5T2295
<br /> - - - - - - - - .�'
<br /> - - - -
<br /> .� 5/DF hT HOLF � �
<br /> SUPPORTED „ ' , � , , I � TOP O� STUD_ „ , „ ,
<br /> UNLF55 NOT�D Sd b OG STRUGTUR�kL P�N�L TYP � � � FOI� D ❑ �O% !�Y �� '�""' � '
<br /> Pr4NFL F'DG�S "'�'' V
<br /> ON f�L�N , � ; � , ; ; ;I; , � � COLUMN TO FOOTfNG CONNECTION DO NOT Nr4/L /N ` � I, ND 5TtZ4Pf'lNG � �� �
<br /> ; I , � , , ; ; , ' 1 1/2" = 1'-0" �S � R�'Q D PROYIDF �■� � .�
<br /> ROOF ; � , , � � � , ; W �1e�R�4TlON � � TlN/GF TH� L�4RGFt � � �
<br /> Dl�f'HR�4GM „ � , , ; ; � � , � HOLF D1.4 GLR � o
<br /> DI�PHRfiGM BDUNDR.4RY Sd 6 OG ' I � , ' GONT. Pf4NFL FDGFS � � N BT{NN HOL�S [� � �
<br /> 2.�/32 T�G ' I , � , � I I I I i� i = � � p �
<br />� lND 5HT'G SUPPORTFD P�4N,�L �DGFS , � , , � i i � �.. � �j �.. p
<br /> UNBLOGK�'D FIFLD Nfi/L5 Sd 10"OG , � , ,, � ; ; , �-- �35 FRM'G GL/P � � H6 TYP 5T22�5 �p�� ` �- O
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<br /> UNLF55 NOT�'D SUPPORT�'D pd 6"OG , � � ;; � , ;�; ,� � � w � \ �" M/N FDGF D/5T. �
<br /> ON PL.�N P�4N�L �DGFS � I '
<br /> � ,, ,I, , PL.fiN � �w � � •
<br /> F/FLD N.4/L5 ; � ; � ' HF�4DER G�NTFR OF HOLE � �? I I I� �
<br /> HOLF �/P�/GONDU/T � I I *
<br /> NOlFS: � � � , � BM C� IN�kLL FND BM @ IN�LL BM @ H/P �_t� �,,,,� , �
<br /> �. {�1lHER.� "SHF�R GOLL�GTOR" ' � '' � ' ' ' �
<br /> � � '' ' ' ' � (6) 16d BTM OF STUD - � -
<br /> lND/G�4TFD ON PL�N, f'R01/lD� (2) � � � ,, , , , -
<br /> IN�LL OR ,, �
<br /> �
<br /> ROVYS OF SPFG/F/FD DI�PHR�GM H��D�� ' I '
<br /> BOUND�RY N�4/L/NG /ND/G�TFD /N BFLO/N ' � � � 5/DF DOUBL� GFNT�R 5TR�4f' TlN/G�' TH� �' o �
<br /> Tr4BL.F � TYP. TOf� ON DBL.PL�TFS �
<br /> , /...4RGFR � � �
<br /> , � � OP�NIIVG PFR PL.fi�N � � STUD PL�TF �
<br /> fi� ���.
<br /> 2. I�VHER�' BLOGKFD Dl.4PHt�.4GM � � � � - � � � HOLE MIN. I I � ,�„ M� _ � y
<br /> /ND/G�TFD DN PLr4/V, P�01�/DF 2X4 = 5/DF � DOUBLE lOP PLfi�TF R,�/NFORG�'M�'Nl I I 40% `7�/" OR -
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<br /> FL�TIN/5� BLOGK/NG {NITH 5/MPSDI�! Z2 UNSUf�PORT�'D P�NF'L �DGE ; NOTFS: 2X HOL� LF55 P�R � O .
<br /> GL/P5 .4T�GH FND �T�4LL I�ZOOF R�FT�RS OJ� �'LOOR JO/5T - TYP. OR/FNT LONG � � �. BOR/NG,GUTT/NG, � �lOTGH/NG D1�4 OR I I M/N. �DGE u,� _
<br /> UNSUPPORTFD P�NFL �'DGFS. US.� F'DGF OF P�4N�L FL�L�� Y1(�LL �1�M'S OTHE'R THf4N /ND/G,4T�'D 6" M/N � D/5T. Q �
<br /> 2X4 LSL FL.4Tl�!l5�'BLOGK/NG /N Ll�'U HF�F R�QUIR�'S PRIOR .4PPROY�4L �" M/N �'DG� Z
<br /> PFRf'FND/GUL�R �/4" 2„ M�.X = �
<br /> OF 50L1D S�l�(N {NH,�RF N�IL/NG 5/ZF TO GR�4M/NG �ROM STRUGTUR�L FNG/NE'FR. D/ST. �FTFR tL, N H
<br /> OR SP�G/NG O F_XG��DS 8dC�4" OG M�MBFRS UNLE55 M� 2. BOR/NG, GUTTlNG � l�lOTGHING ,�,/6 M� BOR/NG tt� Q O
<br /> V Y/T H/N T H F M/D D L�' �/.3" O� T H� S T U D �/�y��
<br /> STRUCTURAL DIAPHRAGM NAILING N O T F D O T H F R I�Y/5 F � .� Q W �,,, �
<br /> � H�'IGHT /5 NOT�4LLOI�YFD l�1(ITHOUT
<br />' �` 1/2" = 1'-0° STRUCTURAL BUILT-UP COLUMN AT J W Z �
<br /> BEAM l'R�OI� �PPROYfiL FROM STRUGTUR.4L
<br /> N�IL PFR STR�f' PER 178L TOP PLfiTFS � 1" - 1'-0" ���N��� � N a 0
<br /> EDGE N�ILING NOTFS: - 3. NOTGHII�tG �5 /ND/G�4TFD /5 v� y
<br /> � MFR RFQU/RFMFNT � � � V
<br /> tl,� _ _ _ _ _ _ _ _ _ �. f��NFL ,�DGF Nr4/L/NG .4/VD PL,4T,� N�IL/NG PFf�M/TTFD Oh! ONF F.4GF OF TH�'IN�LL W � � •
<br /> �• � - - - - SNfiLL BF ST�GGFRFD /N �LL G�5E5 �LONF W ; _
<br /> � R.�QD 5TU175 P�R ' U a �
<br /> .�. ' � 2. 5HE4TH/NG JO/NT SH�LL OGGUR �T 4. M�4X BOR�D HOL�DI�MFTFR /N '�
<br /> SGHF'DULF - (2) 2X , �, �, o ,� �,
<br /> j � ,I. M/N BLOGKNVG GOMMON MFMBER STUD D M�tX. L/l�l/T�D TO 25/o IN �T Z O
<br /> l� .,i .I, _ _ � - - _ _ ; 3. FDGF N.4/L/NG fi5 G�4LL�D FOR ON PLr4N5 � BU/L T-UP 5TUD5 � HD .4NGHOR�D _ �
<br /> Q � , , , Fl,�'LD N�4/L/NG D�'T�4/L5 �f'PLl�S TO r4R��k5 /ND/G�TFD �4ND .4T 5TUD5. STRUCTURAL TYP. LOAD � Q �
<br /> z � 50LF f�Lfi TF VY�LL Sd M/N � �
<br /> � w .�. ; ; @ ,2 , oG HOLDDINN �J�IGHORFD 5TUD5 BEARINGiSHEARWALL STUD BORING, m
<br />� - � � _ ��� PROY/D� 50L/D U.N.O. ON ST�GG R �_ C�UTTING & NOTCHING Q
<br /> � � � 'I' � BLK'G TO M�TGH PL�NS � � FD N�IL/NG 1 - 1 -0
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<br /> � II � {i h � II 5TUD5 �801/F � ; , ; � �X Ml . 2X M/N �2d @ �8" O.G. DBL TOf� PL�4TF - L�4P
<br /> z � il � � �� FRMG P�'R PL�N FDGF 5PL/GF 4'-0" M/N OR
<br /> II � ,I. � I N�IL/NG 8d DBL TOP PL.4T�' - �
<br /> � _ ,-ll-� .I. , ' ' N�4/L GONT. lN/(2) STR�P PFR DET�IL
<br /> ; MIN @ b" OG �� „ i �
<br /> � ' ' ' , ROlNS 16d @ 6 OG � o
<br /> z� '�' , 5H T G 4� ROOF 5H�TH/NG �° "
<br /> � '�' ; PL�NS _ (6) �6d TYP. � �
<br /> Q .�• DOUBLF TOf' PL�TF , ; , SHT'G (4� 96d TYP. _ _ _ _ _ _ _ _ � � �
<br /> t� ��� � „ „ �, -�
<br />, , .3/8 3/8 H,�4DFR5 �
<br /> FLOOR TO FLOOR � FDGF /V�IL/NG D�T�IL ��ST�LLFD TIGHT DROP FRM'G �5 ,� �
<br /> - - - - - - - - - - - - - - TOTOPPL�4T� R�QDFOR � �
<br /> 5TR�4P PFR PL�N U.N.O - RFFFR l0 HF�D EL HDR � �
<br /> �ND STRUGTUR�L PL,4N FOIZ 5/ZF5 /N /ND/G�4TFD � � �
<br /> NOTF'S (FULLY FG .45 "LO/N" ON (1) 2X (L�55 lHfi�N 6'-O') �°�° �
<br /> �XE55 TO M/N. �,L�N (2) 2X(6,_O„_10`-O') � �
<br /> N.4/LFD) QUr4NTlTY OF BRG �� �
<br /> STRUCTURAL FLOOR TO FOOR � � �
<br /> 5 HO�DOWN STRAP 6 STRUCTURAL SHEARWALL NAILING 5TUD5 �FR PL�4N - FLDOR SH�lH/NG �� '
<br /> � ,��� = 1'-0�� ��� = 1'-0" (�)M/N � �
<br /> FLU5H FR�MFD(�'F) - - - - - - - l-JOlST BLK'G OR 50L/D R/M �'`'�
<br /> i HDR - FXT�'ND
<br /> FQ �Q I�IOT�S: 50LE PL�4 T�' Z ��`�"`�,
<br /> 9. 5/LL PL�TF SH�LL BF PRF5FR1�.�4T/Y�' PR.E55UR�D TRT'D - R�'��R TO OY�R BRG 5TUD5 / -JO/5T FLOOR FRN1'G � "'
<br /> GFN,ER.4L NOTFS FOR G.4L 1/. RFQUIRFMFNTS �OR GOIVN�GTORS � BF'LOIN OR TD 5U/T � � o
<br /> J5T H�NGFI� PROY/D�' (�) FULL HT �,� � �,
<br /> ��ST�NFRS STUD M/N �T HDR
<br /> 2. HOL�S /N 5/LL PL�TF SH�LL �F'•4 M/N. OF �/.32" TD �4 M�4X OF �/�6" DOUBL�' l JO/5T (2) � � (2) � � U.N.O. - f�R01�/D�'(2) m � � "'
<br /> L�RGFI�' TH.4N TH�BOLT D/r4 DR�G STRUT � � � / � � � � , �- � �a� o
<br /> J .�. HOL�'S, GUTS � NOTGH�'S /N .3X OR 4X TRT'D PL�4TF5 SH�LL BF TRT'D tN/TH � � � � FULL HT INHFN OPNG o � � �
<br /> r4 20% 50LUT/ON OF GOf�P�R N�4PHTHFN.4TF 5FF' S�.O .4ND FXGFFDS 6'-O" `�' o "'
<br /> STRUGTUR�L �- LTP4 FG /NHFRF OPN'G �
<br /> "L" = 6" M/N � 92" M�X �'XP. BOLTS �1l/ NOTFS FOI� HD �G � �XG��DS 6'-O" � �4T Z � '
<br /> 21/2" �MBFD � NP� �,y�� � �4LL 4X � 6X P051 8� � 'o
<br />� .3'X.�'X299" PL.4T� DBL. TOP PL,4TF - 5T/FF�NFR I (6) �6d TYf'. �- � Q
<br /> lN�SHFR T1'P. 5FF �
<br /> N�IL GONT. {N/(2) 5 � J5T (4) 16d TYP. oc -'3 z
<br /> � ,4 M/N OF (2).4.B STUD 1�1G4LL GO/VST. �
<br /> SH�kLL B�' ROtNS 16d @ 12" oG HGR PFR t�DDFD SlUD BLK'G B,�LOhI BRG �,
<br /> PROYID�D !N ��4. � 5 DG/NG OR 5/ZFS J5T MF!¢ HDR � Q .
<br /> 5TUD5 /N JOlST G�Y/TY � �BOYF � y
<br /> 5/LL SFGT/ON ��dy�D� ���� B � PRDYID� STUD�'S /ND/G�TFD � HDR � �
<br /> 5/DF lNHFRF 5/LL PL�TF BF'LOlN TO M�4TGH r45 "LOVI(" DlV c�
<br /> �DDED STUD BLK`G f FLOIN W
<br /> 5/Z�' � QU�4NT/TY � BRG 5Tt1175 /N JO/5T Gfi1/lTY � J
<br /> l5 BORFD, GUT OR �'L�N PROJ. N0: �
<br /> 5/LL f�L.4TE JO/NT NOTGHFD MORF TH�N OF BRG 5TUD5 �� �BOYF HDR � 6028 ` '
<br /> �/3 THF PL�T,�l�Y/DTH 2X BLK'G F•4 � (�) 2X (CE55 TH�N 6'-O') W
<br />� N !I ll ll . . I W .
<br /> L L 5/DF OF (2) 2X(6'-O"-�O'-O') o PERMIT DOC z
<br /> _i . .� DRAWN BY: Author �
<br /> NOTGH�D STUD /ND/G�T�S NO OF GR/PPLF
<br /> _ _ , _ _ _ _ _ _ _ I a' CHECKED BY: checker ��
<br /> � 5TUD5 REQUD UNDF'R FND OF DATE: 5-16-17 �
<br /> �� SCALE:As indicated �
<br /> � 9/2 M/N FG I HDR - PROU/DE (�) STUD N1/N � � .
<br /> _____� _- � I U.N.O UN PL�NS
<br /> �2� ' , ,_ „ � FRAMING �
<br /> FG {NHFR�' OPN G F_XG�FDS 6 O �; �
<br /> "L" "L" °L° �B �T NOTGHFD 5 TUD
<br /> � �T.4LL 4X � bX P05T5 ^ D ETA I LS o
<br /> TR T'D 5/LL PL�TF - RFF�'R TO N �
<br /> NOTF: DFl�4/L � a ,
<br /> TYP. SILL PLATE ANCHORAGE FG /ND/G�4TF5 5/MP50N 51UD5 UNDFR l�1�lNDOIN �,
<br />, g - ��� � 2X6 l�LLS � � �
<br /> 1 1/2" = 1'-0° �34 C� 2X41�LL5 �4T TYP SPfiGING � 52.�
<br /> STRUCTURAL BEARING STUD WALL AND '� �
<br /> OOPENING FRAMING IF LINE DOES NOT MEASURE 1"SHEET IS NOT TO SCALE
<br /> 1/2" = 1'-0" IF ANY DISCREPENCIES ARE FOUND, NOTIFY ARCHITECT IMMEDIATELY. VERIFY CONDITIONS AND DIMENSIONS IN FIELD.
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