4603 31ST AVE SE 2019 Plans 2022-11-10

— — � _ , �' WALL PLATE NAll1NG PER UPPER WAIL• t1PPER WALL: UPPER WALt: UPPER WALL: . SCHm. FOR UPPER WALL BEARINGjSHEAR WALL WALL PLATE �tA1UNG PER BEARINGjSHEAR WALL WALL PLAlE N�IUNG PER BfARING/SHEAR WALL WALL PLATE NAIUNG PER BEARING/SHEAR WALL rn � PER PLAN AND S(�IEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDUtE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPfR WALL PER PLAN AND SCHEDULE a ° ao FLOOR NAILING PER NOTE: NO WALL ABOVE AT SIM. NOTE: NO WALL ABOVE AT SIM. � � STRUCTURAL NOlES fL00R NAIUNG PER fL�R NAILING PER SIRUCNRAL NOTES P.E.N. PER UPPER WALL STRUCTURAL N4TES P.E.N. PER UPPER WALL FLOOR NAIUNG PER � STRUGTURAL NOTES 4'-0" . � P.E.N. PER UPPER WALL NO'iE: IF PANEL �IEATHING REMOVED I NO • IF BLOCKING PANEL REMOVED I P.E,N. PER UPPER WALL U � T,� BLKG. PANEL AT ONE BAY FOR FOR MECH./PLUM6ING, AT ONE BAY FOR FOR MECH.jPLUMBING, �2Q} 12d z � P.E.N. PER I.OWER WALL RELOCATE PLA1E NAILING/FRAMING ANCHfN2S R OCATE PLATE NAIUNG/fRAMiNG ANCHORS TJI BLOCKING PANEL P.E.N. PER LOWER WALl. _ � ^ � . 10d � 6' O.C. TD ADJACENT BAYS TO ADJACENT BAYS tn v LSL RIM JOIST � �t � � PANEL SHEATING/NAIiJNG ( � PANEI SHEATING AIUNG � ' v � TO MATCH LOWER WALL II`� �! � ��. TO t�ATCH LOWER WALL TOP TE � � �O . -- -- PANEL BREAK — - — - -- RANE1 BREAK � � o ✓ � P.E.N. FER LOWER WAL� T� PER PLAN �� TJI PER PLAN l TJI PER PLAN I T� PER PLAN P.�.N. PER LOWER WALL STUDS .� .�; WALL AND CEILING WALL AND CEIUNG W � � PER ARCH. PER qRGi. P.E.N. PER LOY�ER WALL WALL AND CEILING P.EN. PER LOIRER WALL WAI:L AND CEILING � `-' PER ARCH. P�t ARCH. p ° cu L �..i � . . LOWER WALL: LOWER WALL: LOVVER WAIl: LOWER WALL• NOTE: .�., � � � BEAR{NGjSHEAR WALL BEARING/SHEAR WALL BEARING/SHEAR WALL BEARING/SHEAR WALL AS SHOWNN� ALLPEXIERIOR, � z c��t P�R PtAN AND SCHEDULE PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE PLUMBING, PARTY dc SHEAR +, o c� SCAt.E: 3/4 '= t'—o" JOISTS PARALLEL � SCAt�: 3 4 "= t'—o' JQISTS PARALLEL JOISTS PERPENDI�ULAR JOISTS PERPENDICULAR AND AT ROOF. c� �° � � SCALE: 3�4 "= 1'-0' SCALE: 3 f 4 "= 1'-0" SCALE: 3/4 '= 1'-0" ; .�.: �,. i F°�.�-j��-:. -:� 1 TYPICAL EXTERIOR WALL TO FRAMING 2� TYPICAL INTERIOR WALI. TO FRAMING 3 TYPICAL INTERIOR WALL TD FRAMING TY 1 - � ❑ 4 P CAL EXTERIOR WALL TO FRAMIN� 5 TYPfCAL TOP PLATE SPLICE - : �- . ❑ ❑ � U � . - � BUNDLED �ISTS PER PLAN � — �� NOTE: PROVIDE WEB Si1FFENERS ,� �. � 1F REQUIRED BY JOIST MFR. J01ST HANGER TO MATCH (.qp �� 4" TOP PLATE S �f p . JOISTS - SEE SIRUCTURAL SPLICE SEE 5 `� '- {2) 0.162 X 3.5" NAiLS AT SEt�fRE TO BEAM W/ �, ti '�a p�Yyyppp 12" O.G. EA. SIDE STAGGERED NOTES SEC110N 06103 U.N.O. (� 0.131" DIA. X 2.5" MIN. SOII� 2X TH�S SHT a �_' � L' J . PER PLAN �p�Al� BLOCICING AT � � ` a d NANt�RS PANEL BLOCKING N w . • , o - ( ( ( AS REQ. �S AT NON BEARING WALLS ��.�,�� ~' I S'NDS AT 2 2X8 � 2X4 WALLS (2) 2X4S�IIN. ?�� . � ' � 16" O.C. TYP. �2� 2X8 W/INSUL02X6 WALLS � � U.N.O. 2X UNLESS NOTED � w � OIHERWISE PER PIAN :, co �o �n .� tn � � � � � Q � � o � N ^ WEB FlLLER BLOClCS I JOISTS PER FLAN SOUD OR JOIST ' d o o r� o JOIST PER REQ. AT BUILT UP 'I" KING S7UD-TYP. � � o � M � SEE DETAIL "A" A � \ � � OIST HANt�R `�S� STS PER PI.AN � BLtKKING FOR BALANCE FACE�NAIL W f � o o ,- �- M r. O.i31 X 3 0 8 O.C. JOIST HANGER TO MATCH ; AT BEARING WALLS STAGGERED TYF, w � JOISTS - SEE STRUCTURAL AT NON-BEARING WALLS d p NOIES SEC110N 0610� U.N.O. BEAM PER PUW TRIMMER STUDS: � - P� P�N (1� TR(M STUD FQR OPENINGS UP TO 6'-0" WIDE (1) TRIMMER S111D � �' ~' = � (2) TRfM S1UDS FINt OPEN(N6S GREATER THAN 6'-0" o "1" JOIST DIMENSIONAL LUMBER UNLESS NOTED OTHERV�SE PER PU1N °; � A: FLUSH BEAM �: DROPPED BEAM C: PARTIAL DROP � o � � � SCALE: 3/4" = 1'-0" - 3/4" = 1'-0" � SCALE: 3/4" = 1'-0' z z � O v � '' . 6 NQT USED � NOT USED 8 TYPICAL BUILT—UP BEAM 9 TYPICAL FRAMIN� TQ BEAM 10 TYPICAL HEAD > o � � ❑ ER AT STRUCTURAL WALL ❑ a W � � � � . . NQTE: SEE ARCH. FOR STAIR DIMENSlONS cn 4J � - AND BLOCKING REQUiREMENTS • • - cn zo � G A UNLESS HANGERS/HARDWARE ARE SHOWN ' �� 0.148 X3.25 ,�., N LL, � � • ON PLANS, BEAMS BEARfNG ON STUD WALLS S T 1 f F E N E R A S R E Q'D � 4' O.C. a � �- m v . L = HORIZONTAL RUN STAGGERED SHALL BE ANCHORED W/(4) 8d TOENAILS PER JOIST SUPPtJER 2X4 SQUASH BLOCK a � �' N . , SHOP DRAWINGS QTY. TO MqTCH 2X12 STRINGERS FOR LC84° � � o �. � 1.75Xi4 LVL STRiNGERS FOR $4"<Ld 40" o �' �' � SNDS�POST ABOVE o � w w Q 8d EA. FlANGE ——————————— c� o � ci � . � BEAM BEAM TOP PLATES \� z � � N w CONT. RIM JOIST MST 37 CONT. RIM JOIST PER PLAN PER PLAN �- RI� �3) 8d CLETiCHEQ :, . TOP PLATE TOP PLATE E-E BEYOND 8d EA. SIDE a- - � � � ---- ------ -- ---- � � ---T-� -----R-- -- ----- � � ' �� ao � �. I I WAIl STUD ' . � � I I I 1 J ' MIN. , ` I I I i �.�,t�DING • - PLATE r " II II $�IN�tS il � (2) 8d TOENAILS (2) 8d T�ENAILS � � � PROVIDE (4) L1P4 EACH SIDE EACH S1DE � EACH S�DE OF I I ( I �ni �i � 57 DROPPED BEAM BEAM PER PLAN B�M P� P� (2) STUDS U.N.O. ON PLANS ( � r u r r � � � � � - - .i„�,� •, EXTERIOR INTERIOR YVEB STiFFENER EA. NOTE: SQUAS�I � ( � � W = WIDTH Vl � WALL WALL SIDE 3f4' X 2 BLOCIC REt�'D Y�HEN 5/16" MIN. POST ABOVE (3) STRIN�ERS FOR W<42" 2„ �ERIFY (4) STRINGERS FOR 42"<W<48" Q ' JOIST TO BRG. PL WEB STIFFENER SQUASH BLOCK ELEVAiI�i AT WALL - ; SEC110N E-E AT WALL y.�� r ° � SCALE: 3/4" = 1'-0` SCALE: 3/4" = 1'-0" SCALE: 3/4 "^ 1'-0" SCALE: 3/4' = 1'-0" SCALE: 3/4" = 1'-0" WJ . . 11 TYP. TOP PLATE SPLICE AT DROPPED BEAM 12 TYP. TOP PLATE SPLICE AT DROPPED BEAM 13 TYPICAL BEAM TOENAILING 14 I—JOIST AI � � 0 N LING REQS. AT BEARING 15 TYPICAL STAIR F ING . ❑ RAM � ❑ ❑ UPPER WALL: UPPER WAlL• BEARINGJSHEAR WALL � � :, WAIl PLATE Nl�(L1NG PER BEARING/SHEARWALL WALL PLATE NAILING PER PER PLAN AND SCHEDULE � SCHED. FOR UPPER WALL PER PLAN AND SCFfEDULE SCHED. FOR UPPER WALL � � � FLOOR NAIUNG PER P.E.N. PER UPPER WALL � � �'�, � . FLO�t NAIUNG PER P.f.N. PER UPPER WALL SIRUCTt1RAL NOTES � � • ; SIRUCTURAL NOTES -- � � , - P.E.N. PER LQWER WALL � � .� � , ° ° 2X BLOCKING DIAPHRAGM NAIUNG � � 1 � � � � 0 � BLO K FL R � � � � . DIAPHRAGM EDGES � � � � DIAPHR GM EDGES �� 'J'1 � '� '' � •� � Q � BEAM/HDR � SIM. � JOIST �� . � '� � PER PLAN P.E.N. PER LOV�ER WALL - �,p � � . V ER PANEL SHEAIING/NAiLING PER PLAN 2X RIM JOIST �� ; TO MATCH LOWER WALL � � �, � � • �.� �, �, r � B�OCKIN6 P.E.N. PER LOV�JER WALL �„ � LOWER WALL: BEAM/HDR � SIM. � � w a BEARING/SHEARWALL PER PLAN AND SCHEDULE WALL AND CE(UNG PER ARCH. LOWER WALL: � NOTE: PROVIDE WEB BEARING/SHEAR WALL �� .. ' REINFORqNG PER JOIST PER PLAN AND SCHEDULE JOISTS PERPENDICULAR MANUFACTURER �' - SCALE: 3/4" = 1'-0' 3/4" = 1'-0" REQUIREMENTS . �_ � 16 NOT USED 17 NOT USED 18 NOT USED 19 LOAD TRANSFER DETAIL 20 TYPICAL CaNTi • . ❑ LEVER FLOOR DETAIL ❑ ❑