4616 31ST AVE SE 2019 Plans 2022-11-08

� __ _ _ _ F ' . WALL PLATE NAILING PER UPPER WALL• UPPER WALL: UPPER WALL• UPFER WALL• SCHm. FOR UPPER WALL BEARING/SHEAR WALL WALL PLATE N�ILING PER BEARIN6 j�fEAR WALL WALL PLATE NAIIJNG PER BEARlNG/S�iEAR WAL,L WALl. PLATE NAIUNG PER BEARING/S'�IEAR WALL a� _ � PER PLAN AND SCFIEDULE SCHED. F�2 UPPER WALL PER PIAN AND SCHEDULE SCHED. F� UPPER WALL PER PLAN ANQ SCHEDULE SCHED. FQR UPPER INAl1 PER PLAN AND St�iEDULE � � fL00R NAll1NG PER NOTE: NO WALL ABOVE AT S�M. NOTE: NO WALL ABOVE AT SIM. a� �� STRUCIURAL NOTES FLOOR NAILiNG PER FLOOR NAIUNG PER STRUCTURAL NOTES P.EN. PER UPPER WAII STRUGIURAL NOTES P.E.N. PER UPPER WALL fL00R NAfUNG PER � STRUCTURAL NOTES 4'_aH P.EN, PER UPPER WALL • � P.EN. PER UPPER WALL NOTE: fF PANEL SFIEATHlNG REMOVED I NO • If BLO(�CING P�►NEL REMOVED I � . U � TJI BLKG. PANQ AT 4NE BAY FOR FQR MECH./PLUM8ING, AT ONE BAY Ft?R FOR �IECH./PLU M BING, 2 0 1 2 d -�-� P.E.N. PER LOWER WALL RELOCATE PLATE NAIiJNG/FRAMING ANCH�2S R OCATE PLATE NAILlNG/FRAMING ANCHORS T�A BLOCKING PANEL P.EN. PER �OWER WAIl � ) `�� Z � � , ,s .;.� � — 10d 0 6' O.C. TO ADJACENT BAYS TO ADdA(:ENT BAYS v • � ° LSI. Rii� JOIST a � � PANEL SHEAl1NG AIUNG f � o � TO MATCH LOWER WALL l PANEL SHEAl1NG/NAll1NG � ' � � L� RIM �IST TO MATCH LOV�ER WALL TOP TE - � '" � PANEL BREAK _- - - ------ -- _ -�� PANEL BREAK `�"'"�' o � T� PER PLAN � � � � '' ;�' P.EN. PER LOVVER WALL P.EN. PER LOWER WAIl D� a� T�A PER PLAN I T�A PER PLAN I T� PER PLAN STUDS �',s W � ^ WALL AND CA�NG WALL AND CAUNG P.EN. PER L044"ER WALL WAtI ANQ CpUNG P.EN. PfR LOV�ER WALL WALL AND C�LING �'�f � � � PER ARq-i. PER ARCH. - o PER ARCH. PER ARCH. � � � . � � � , � LOY�ER WAIl• LOWER WALL• L4WER WALL: LQ'�ER WALL- NOTE: _,_, � � � - BEARlNGjSHfAR WALL BEARING/StfEAR WALL BEARING/SHEAR WALL BEARiNG/SHEAR WALL SPUCE dc NAtL TOP PUITES U z � . PER PLAN AND SCHEDULE PER PLAN AND SCH E DU L E P E R P L A N A N D S C H E D U L E P E R P L A N A N D S(�1 E D U L E AS S�-IOVhM � ALL IXTERtOR, � �? PLUMBING, PARTY & SHEAR ` � o � SCALE 3/4 '= t'—o' JOISTS PARALLEL �� 3�4 .^ �._a. JOISTS PARALLEL SCAL� 3 4 �—o JOISTS PERPENDICULAR sc�: 3 4 �—o JOISTS PERPENDICULAR $CALE: 3 4 — t—o AND AT ROOF. , '�- �� : t� 00 � � � ._ , » � ._ , » � #_ , . [�1 TYPICAL EXTERIOR WAL� TO FRAMING 2 TYPICA� INTERIOR WALL TO FRAMING 3 TYPICAL FRAMfNG TYPICAL EXTERIOR WALL TO FRA �� ' T C� INTERIOR WALL TO 4 MING 5 TYPICAL T�P PLATE �PLICE �� ❑ �-- Q � � x�� � ��. � . BUNDLED JOISTS P�R PLAN ' � a NQ'tE: PROYfDE WEB S1IFFEN�RS � IF REQUIRED BY �IST MFR. S `N � �1ST HAN(�R TO �IATCH LAP JO(ST 4° TOP PLAZE � 1"� o ; (2) 0.162 X 3.5" NAILS AT �S� - � STRUCNRAL SECURE TO BEAM W/ �� 5 ,�, ti � � � . PLYyVppp 12" O.C. EA. SIQE STAGGfREQ � P�CTION 06103 U.N.O. (3) 0.131" DIA. X 25' MIN. B�OCKI G AT TMIS SHT, �� , � � TOENAILS HAN(�ERS PANEL BL�I(ING � o ' � o :, . - ( + ( AS REQ. ALLS AT NON BEARIN6 WAl1S ��,�,� �~' STUDS AT HEADERS: HEADERS: ?' � � I ' Z 16" O.C. TYP. �2� 2X8 W/INS'11L.�2X6 WALLS �2) 2X4 MIN. a � �� U.N.O. UNLESS N01ED OTHERWISE PER PLAN . � e ! ! 1, - � �p �p ^' � Q r ^ � JOIST PER � FlLLER BLOqCS I �ISTS PER PLAN SQUD OR �IST ' Q o o r i o � r � p� R E Q. A T B U I L T U P '1" I B L O C K I N G K I N G S T U D-T Y P. A � � � � M � S�E DETAIL 'A' o o .- .- .- � JOIST HANGER JOISTS JOlSTS PER PLAN I FOR BALANCE 0.13" lf 3 w� 8" O.C. M �ST HANGER TO MATCH AT BEARING WALLS STAGGERED TYP. r� � JOISTS - SEE STRUCTURAL AT NON-BEARING WALLS � o NOTES SECAON 06103 U.N.O. BEAM PER PLAN TRIMMER S1UDS: � P E R P L A N (1) TRIM STUD FOR �ENINGS UP TO 6'-0' VVPIDE �1) TRIM�IER STUD t- w �' '' � (2) TRIM STUOS FOR OPENINGS GREATER THAN 6'-0' � � '1" JOIST DIMENSIQNAL LUMBER UNlESS NOTED OTHERWISE PER PLAN w Q A: FLUSH BEAM B: DROPPED BEAM C: PAR7IAL DROP a Q � • . SCALE: 3/4" = 1'-0" 3 j4" = 1'-0" SCALE: 3/4" = 1'-0" z = � � o � o �.' � 60 NOT USED 07 NOT USED 8 TYPI�AL BUILT—UP BEAM 9 TYPICAL FRAMING TO BEAM 1 � TYP�CAL HEADER AT �TRUCTURAL WALL � � a � � ❑ ❑ [� W . � � � NOiE: SEE ARCH. FOR STAIR DIMENSIONS cn z ¢ Q NO?E WEB AND BLOCKING REQUIREMENTS 0.148"X3.25' "' o � � A � UNLESS HANGERS/HARDWARE ARE SHOWN , . k-`' � w � � ST1FfENER AS REQ D L = NORIZONTAL RUN � 4 O.C. a N m U O N P L A N S, B E A M S B E A R I t d G O N S T U D W A L L S pp2 ,�ST SUPPLIER 2X4 SQUASH BLOqC � STAGGERED n�. ��`' z c=i� :, SHALL BE ANCHORED W/(4} 8d TOENAILS 2X12 STRINGERS FOR L<84 � cr o � � S'FIOP DRAWINGS QTY. TO t�ATCH cn S1UDS�POST ABOVE 1.75X14 LVL STRINGERS FOR 84"<L<140" o �s w w a &! EA. FLAN(� ----------- c� o � a � — � BEAM BEAM TOP PLATES � �r M N w GONT. R(M JOIST MST 37 CONT. RIM J�ST PER PLAN PER PLAN LSL RIM (3) 8d CLENqiED �-E BEYOND � � T� PLATE TOP PLATE . . . � Sd EA. SIDE n- M ¢ --- -- a. c, _._. __ — ---- . ¢ ——-r-� ---———�-�-— —— ———— c� - � ;`� � ° � � � ( � WALL STllQ � � I I I I 1/�MIN. I I I I w�tDlNG P�ar� i I I I S�tIr��S � � :. (2) Sd TOENAILS (2) 8d TOENAILS � � � � PROYIDE (4) LTP4 EACH SIDE EACH SIDE I I I I . 1A IA �� EAqi �DE OF (2) STUDS U.N.O. I I I 1 r r r�� . iii iii • rl _ DROPPED BEAM �,. BEAM PER PLAN BEAM PER PLAN ON PLANS ( � �� • • `� INTERIOR WEB STIFFENER EA. NOTE: SQUASH . ( I I ( ^ � r °. EXTERIOR I I ( � W = W�p� „ V/ 1NALL WALL SIDE 3/4" X 2 BLIX�< REQ'D WHEN 3 STRINGERS FOR W<42° 2 VERIFY ' 5 j 1 6 M I N. P O S T A B O V E � ) � (4) STRINGERS FOR 42n<YV<48" JOIST 70 BRG. PL WEB STIFFENER SQUASH BI.00K ELEVA�ION AT WALL SCALE: 3/4' = 1'-0' SCALE: 3/4" = 1'-Q" SGALE 3/4 '= 1'-0" SCALE: 3/4' _ )'-0" SCALE: 3/4' = 1'-0' SEC�l01d E-E AT WAIl �(� r��.� :� . 11 TYP. T�P� PLATE SPLICE AT DROPPED BEAM 12 TYP. TOP PLATE SPLICE AT DROPPED BEAM 13 TYPICAL BEAM TOENAILING 14 I—JOIST NAILING REQS. AT BEA�ING 15 TYPICAL STA1R FRAMING . � ❑ ❑ ❑ 0 UPPER WALL: UPPER WALL: BEARING/SHEAR WALL � � , ; WALL PLATE NAILING PER BEARING/SHEI�WALL WALL PLATE NAIUNG PER PER PLAN AND SCHEDULE � � . ` • . SCHED. FOR UPPER WALL PER PLAN AND St�iiEDULE SCHED. FOR UPPER WALL � . . FLOOR NAIUNG PER P.E.N. P�R UPPER WALL � C� � FL�R NAIUNG PER P.EN. PER UPPER WALL STRUCTURAL NOTES � � � . c�3 s�ucNRa� No�s O � � �.Er�. �� aw�c w� � , o ��' � �� � 2X BLOqQNG DIAPHRAGM NAIUNG ( _ � � � � 0 BLO K FL R ` � � � � • . " DIAPHRAGM EDGES BLOCK FLOOR �� -� � ; - DIAPHRAGM EDG�S � �� O ;• � BEAM/HDR � SIM. x - � � , JOIST /� � . � � PER PLAN P.EN. PER LOWER WALL _ - TJI 2X RIM JOIST �� O PANEL SHEAl1NG/NAILING PER PLAN � TO MATCH LOY�'ER WALL � � � � BLOCKIN6 P.E.N• PER LOWER WALL y 0 LOWER WAIL• �� '� BEAM/HDR � SIM. � W a ' BEARiNG/SHEARWAIi WALL AND CEILING PER PLAN AND SCHEDULE PER ARCH. LOWER WAL.i: NOTE; PROVIQE WEB B�`RING/SHEAR WALL � . REINFORqNG PER �ST P� PLAN AND SCHEDULE - JOISTS PERPENDIGULAR MANUFACTURER � ' SCALE: 3 j4' = 1'-0" 3/4' = 1'--0' REtNJIREiwilENTS + � � - - 16 NOT USED 17 NOT USED 18 NOT USED 19 LOAD TRAI�SFER DETAIL 20 TYPICAL CANTILEVER FLOOR DETAIL • � , :,