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2103 VIRGINIA AVE 2017 Plans 2022-11-30
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2103 VIRGINIA AVE 2017 Plans 2022-11-30
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Last modified
11/30/2022 7:35:16 AM
Creation date
8/13/2019 8:54:41 AM
Metadata
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Address Document
Street Name
VIRGINIA AVE
Street Number
2103
Permit
C1705-002
Year
2017
Notes
NEW SFR TO REPLACE EXTG
Address Document Type
Plans
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FLUSH BEAM OR HEADER SHEARWALL {SW} SCHEDULE��� <br /> PER PLAN PANEL EDGE Tp�gp p� BASE PLATE CONNECTION <br /> TYP DOUBLE TOP PLATE MARK SHEATHING NAILWGa CC7NNECTION at WO�D at CONCRETE� <br /> PER DETAIL 31S4.Q O <br /> SW1 j2"PLYWOUD $d @ 6"OC A35 @ 24"OC 16d @ 6"OC 5/8"Q�AB @ 48"�C <br /> 16d @ 12"�C <br /> EQUA EQUAL {8)18d a�4"QC STAGGERED ELSEWMERE SW2 JZ"PLYWOOD 8d @ 4"OG A35 16"OC 16d @ 4"OC � � � <br /> @ 1s ��e@3zoc <br /> CS16x24"(U.NA.ON PLAN) AT'EACH SIDE OF � , <br /> SPLICES,TYP TOP CHORD SPUCE SW30 l2"PLYWOOD 8d @ 3"(7C A35 @ 12"OC 16d @ 3"OC 5/8"Q�AB @ 16"OC 6U <br /> w!(22)8d SPACED EVENLY „ „ (2)ROWS 16d @ 5 „ <br /> TYPICAL FLUSH HDR EA END�F BEAMIHDR SW4OO %z"PLYWOOD 8d @ 2 OC A35 @ 9 OC /$"0 AB @ 12 OC�6 <br /> 4y2"�C <br /> �W� �{q 2"PLYW�OQ 8d a�3°OC A3�@����� (2) RQWS 16d s�8��AB 12"OC� <br /> EACH SIDE EACH SIDE @ 3 OC °� <br /> TYP C}OUSLE TOP PLATE A35 @ EXT WALLS ONLY nickerson engineering <br /> PER DETAIL 3/S4.0 OMIT @ HEADERS<6'-0" BOTTOM CHQRQ SPLIGE 2221 E�erett Ave#202 <br /> 1U $LOCK PANEL EDGES WITH 2x LAID�LAT ANd NAIL PANELS TO IN7ERMEDIATE SUPPORTS WITH 8d @ i2"OC. Everett,WA 98201 <br /> 425.610.4425 <br /> (�2 8d NAI�S SHALL BE 0.131"0 x�2"(COMMiJN};ACCEPTABLE SUBSTITUTE FOR 8d's ARE 10d's OF 0.131"0 x 3"AT CONTRACTORS OPTION; 1fid NAILS <br /> SNALL BE 0_135"ft3 X 3�2' (BOX) ,0.148"0 X 3�/a"(�WKER},OR 0.1f2'"D X 3�2"(COMMON WIRE) �c Nickerson Engineering,LLC 2017 These y <br /> drawings were prepared for ihe"WALKER <br /> RESIDENCE"project i�EVERETT,WA. <br /> �3 EMBED ANCHC}R 80LTS (AB'S)7"MIN&PROVIDE 3"x3"xY4"PL WASHER AT EA AB; EXPANSION BOLTS, T`ITEN HQ ANCHORS,OR EPDXY EMBE[JDED They are not intended ior use on any oiher <br /> ........ <br /> THREADED RODS MAY BE POST INSTALLED IN LIEU OF AB'S;ALL POST INSTALLED ANCHQRS SHALL HAVE 3"x3"xYa"PL WASHER; EPDXY EMBEDDED pro�' <br /> OPTION SHALL UTILIZE 51MPSON SET-XP EP�XY. Stated drawing scale is based on <br /> 6'-0" MIN BETVIIEEN SPLICES aa•X zz°sneat. <br /> (6) 16d EACH END �4 (2)2x STUDS MIN ARE REQUIRED AT THE ENQ OF ALL SHEAR WALL PANELS TO RECIEVE THE PANEL EDGE NAILING; BUILT UP?ac STUDS SHUULD FACE <br /> BEAM�R HEADER hJAILED wl 10d �R 16d NAILS PER THE BASE PL NAILNG REQMT'S OF THE SPECIFIC SW TYPE�PER PLAN)-SEE DETAIL B <br /> PER PLAN SP�.ICES TO�CCUR @ C� <br /> OF VERT STUD TYP �5 3x STUDS OR(2)2x STUDS ARE REQUIRED AT ABUTTING PANEL EDGES�F ALL SW3 R SW4 WALLS;WHERE(2}2x STUDS ARE UTILIZED PROVIDE <br /> BASE PL NAILING A�(?NG FULL VERTICAL FACE pF 2�c'S <br /> WHERE�PENIMG IS I.ESS <br /> $ FUR SW3 8�SW4 ANCHOR BOLT 8�PLATE INASHER PLACEMENT-Pi.ATE WASHERS SHALL BE N�MURE THAN Y2" FROM INTERIOR <br /> THAN 4'-0", RROVIDE(1) O � <br /> MULTI-STUQ PER PLAN FACE OF SHEATHINGlSILL PLATE EDGE WHERE NAILING OCCURS FOR SW3�SW4-SEE DETAIL C.FQR SW5 STAGGER AB'S. ����r <br /> NAILING PER GENERAI N�TES �EARING STUD,UNO <br /> �7 ALL EX'T"ERIOR WALLS SHALL BE SW1, UNLESS N�TED OTHERWISE. , ���"D�,=���'�"` <br /> ��4 u ��� T <br /> TYPICAL DRQPPED HDR O ALl'ERNATIVE CONNECTIO�NS FOR A35'S: LTP4 FIAT PL'S AT SAME SPACING FROM RIMlBL�CKINGiBEAM TO TOP PL'S,A 2x NAILER FOR CEILiNG � .`�` �; �, � �_ .�, <br /> GONNECTION,OR 7HE HaRIZONTAL SHEATHING SPLICE/JDINT T(�OCCUR ON RIM/BLKGIBEAM(ABOVE Tt}P PL'S 8�BEL�W BOTTOM PL)-SEE DE7AIL A <br /> TYPICAL HEADER� SUPP�RT 4 T`�(PICAL T�P PLATE SPLICE s a 7�6°OSB IS ACCEPTABLE SUBSTITUTE F�RY2"CDX PLYWOOD w/SIMILAR SPAN RATING. '"`��}� � ��� � <br /> SCALE:3J4~=1�-0• S4.Q SCALE:314•=1�-0• ^J4,Q � ALL RIMS TO BE 2x TQ MATCH FLC}C?RIDECK JOISTS ADJACENT(1p"OR 12"PER P�AN)MIN U.N.O.AS f��`�t�� �"�'���� � <br /> !�► <br /> � WIDER PER PLAN;LSL 44'x 11$" IF TJI J�ISTS ARE USED. �,r�',�i�w <br /> PANEL EDGE NAILING 11 3x FOUNDATIDN 51LL PLATES AN�3x STUDS ARE REQUIRED FOR SWS. � <br /> OVER ALL HOLDOWN STUDS A35 PER SHEARWALL ABUTTING PANEL EDGES SHA�.L BE OFFSET EACH SIDE OF WALL. <br /> SCHEDULE <br /> HOLDOWN WHERE�CCURS {2) 16d TOENAILS THRU EA 16d NAILING <br /> PER PLAN w/ALL-THREAD JQIST QR BLQCK <br /> TQ MATCH A.B.SIZE IPI � 2x�R LS� PER SW SCHED <br /> H�LQ�WN SCHEDULE (4)8d INTO EA BLQCK 8d FLOOR SNT G NAILS SPACED AT PARALLEL FRM'G, (1)JOIST INTQ 2x NAILER <br /> PER SW TYPE BELOW(6"OC MAX) BAY OF Zx FUL�DEPTH BLKG @ <br /> d WHERE J�ISTB ARE PARAi..LEL, 48"OC Wf(4)8d FROM SHTG 16d NAILING EDGE NAILING <br /> SHEAI�WALL PER PLAN PRUVIDE 2X B�KG @ 4$"OG JOIST TYPE, SPACING,&DIR; PER SCHED INTO RIM AT <br /> AND F�R SHT`G PER PLAN H�RIZ JaINT , <br /> PANEL EDGE NAILING LTP4 OPTION <br /> PER SW TYP&SCHED <br /> 2x4 MIN FLAT BLKG 8ETWEEN DETAIL A-SEE NOTE 8 <br /> STUDS AT PLYWOODlOSB SHT'G A35 PER SW TYPE BELOW W <br /> SPLICE FOR PANEL EDGE <br /> (ABV SHEAR PANEL)wf PLYWOOD JOINT U <br /> JOIST OR BL�CKING JOIST DIRECTION AND NAILING OF BOTH SHEETS � m SPACING PER SCHED Sd EDGE NAILIN z W O <br /> SNEATHING PER PLAN EA STUQ <br /> PROVI�E DBL STUD EA (2) 1�i TOE NAILS TYP W N <br /> SIDE OF ALL-TFiREAD 5/$"0 AB'S w/3"x3"�cYa"PL WASHERS ��H JOIST OR BLKG 16d STUD FACE ❑ Q � <br /> PR�VIDE TWREADED COUPLERS AS PER BASE PL REQMT'S OF SW NAILS PER BASE PL � Q <br /> SHEATHE AND NAIL REQl11RED TO EKTEND TO SCHEDULE --16d FACE NAILS SPACED PER <br /> BASE PL REQMT OF SW SCHED REQMT DETAIL B -SEE NOTE 4 W Z � <br /> PONY WALL TQ MATGH HQLDtJWN AB�UE. WNERE(2)STUDS ARE REQ'D � � � . <br /> WALL ABOVE PANEL EDGE NAILING AT ABUT7ING PLYW��D E�GES <br /> PER SW TYPE&SCHEO �d -SEE DET B ��� C� �" W <br /> FT 2X PLATE W/A.B.'S a 2 MAX-INSIDE � � <br /> • • PER SHEARWA�L SCHEDULE FOUNDATIQN PER PLAN FACE OF SHTG TO � p j <br /> � C° 5!8"0 @ 48"OC ELSEWHERE PL WASHER EGGE � • � N W <br /> � ����j/�//�// � �/�/�/�� <br /> / / / / TYPICAL 1fVALL CONSTRUCTI�N <br /> \\f�\�t\l�\ ,��j��j��j�\� � <br /> . -� �. \ \ \ \ '�./ '�//�./%/i., <br /> A�L FASTENERS INTt�PRESSURE ��f\���/������\���\���`��/'� j�\ � DETAIL C-SEE NOTE 6 <br /> i\f, f\r\r\i\/\�\, <br /> TREATED WOOQ SHALL BE GALV <br /> t7R STAINLESS STEEI PER 2'�" (2}#4 CONT <br /> GENERAL STRUCTURAL NOTES T��'���� <br /> IN7ERIOR PQNY WALL AT CRAWL SPACE 7 SHEARWALL SCHEDULE AND TYPICAL C4NSTf�U�TIUN � - <br /> . ; , ; , <br /> SGAtE:3(4"=1'-0" ti74.O SCALE:NTS S4 A ' �„Rl�.,... � � : <br /> �t !�T� $ $ �.��� � ` <br /> 2x4 BLKG w!(2)16d THRU `�.-'� <br /> TRUSS TOP CHOF2D EA END "'�' �`e�� ���„��'FZ�`- <br /> ,.. ..,.. :: ., . <br /> - No. Date Issue <br /> ROOF SHEATHWG PER PLAN <br /> A 1 fl.06.17 Preliminary <br /> SHEATHE AND NAIL 8d @ B"OC 0 10.12,17 Building Permit <br /> TRUSS TtJ MATCH 2��''�MAX <br /> 8d Q 6"aC F��OF SMEATHING PER PLAN SHEARWALL BEL�W PER ARCH 2x4 OUTRIGGERS 1 12.15.17 Re�ision <br /> 2'-6"MAX LAID FLAT @ 24"OC (5)8d <br /> PER ARGH PANEL EDGE NAILING RQ�F SHEATHING . <br /> �F SHEARWALL BEIOW pER PLAI"J ROOF SHEATHING PER PLAN <br /> FULL DEPTH Zx BLOCKING <br /> . (MAY BE DRILLEO FOR <br /> � VENTING)w/8d @ 6"OC <br /> FASCIA {6)16d THRU <br /> PER ARCH • BLOCK INTU � <br /> FASCIA ' ��C� <br /> PER ARCH • <br /> • BRAGING P�R 2/54.1 KNEE BRACE PRE-MANUFACTURED <br /> � PER ARCH • FASCIA PER ARCH TFtUSS PER PLAN Sheet Contents <br /> KNEE BRA�E <br /> PER ARCH H 1 AT EACH TRUSS <br /> A35 PER SW SCNEDULE PRE-MANUFAGTURED FRAMING <br /> TRUSSES PER PLAN DETAILS <br /> PRE-MANUFACTUREE7 PER ARCH <br /> PRE-MANUFACTURED TRUSSES PER PLAN <br /> HEADER/BEAM PER PLAN <br /> TRUSSES PER PIAN 2x4((2)Zx4 WHERE LENGTH EXCEEDS 6'-0") <br /> . � SHEARWAI.�FER PLAN BRACE @ 8'-0"OC MAX NAIL(2}2x4 w/76d @ 12"OC <br /> GABLE�ND TRUSS SHFJ�THED TO MA'CCH SHEARINALL PER PlAN — Jnb Na. <br /> SHEARWALL BELOW GABLE END TRUSS SHEATHED TO MATCH 17-075 <br /> A35 PER SHEARWALL.SCHEDULE SHEARWALL BELOW <br /> Sheet Na. <br /> BEAM PER PLAN A34(BRACE TO TOP PL} <br /> A35 PER SHEARWALL SCHEDULE <br /> EXTERIOR GABLE END TRUS� 72 SHEARWALL AT PARALLEL TRUSS 1� EXTERIC)R GABLE END TRUSS �o EXTERIOR WAL� @ EAVE g ' <br /> scn�E:3�a•-,��• S4A sca��:a�a�=��-0° S4.0 sc�E:aia-=1�-0• S4.� SCALE:314��-,�.�n S4.� <br />
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