3314 56TH ST SW 2020 Plans 2022-11-30

NOTES: NOTES: J I I NOTES: 1. WOOD TRUSS PER PLAN 1. TRUSSES PER PLAN 1. 2x OR VALLEY SET OVER FRAMING AT 24" 6' 0" MINIMUM LAP NOTES: / O.C. 1. TOP PLATE SPLICE 3 2. WALL TOP PLATE (1) OVER STUD ONLY. 2. PLYWOOD SHEATHING ( ) • • 2. WOOD TRUSS PER PLAN BELOW 16d NAILS @ 4" O.C. cp I / �� 3. EDGE NAILING7yr _ 3. PLYWOOD SHEATHING (2) 3. LINE OF PLYWOOD SHEATHING JOINTS 2. DOUBLE TOP PLATE. co ��, 4. GIRDER TRUSS BEYOND / 1 � T - �� (1) 4. 2x BLOCKING WITH (3) 16d NAILS v (3) 3. WOOD STUDS. , ��,- PEP. BLOCK (1) 1 4. 2x8 LAYED FLAT OVER PLYWOOD SHEATHING � � � (2) 5. SIMPSON DSC4 DRAG STRUT WITH (3) 16d NAILS TYPICAL AT EACH TRUSS (2) -- � (3) 5. WOOD FASCIA WITH (2) 10d A \, CONNECTOR EACH END W '/ . 2 �/ (4) \ 5. SIMPSON A34 OR (2) 16d TOENAILS (3) ® t� �� NAILS PER TRUSS MANUFACTURER O (8) (4) / \ \ 6. GIRDER TRUSS BOTTOM CHORD 5 (4) /� 5 NOTES: 0 as Et \:\1 � � (5) 6. SHEATHING AND ATTACHMENT PER (5) x . (1) A. PLYWOOD SHEATHING ON PRIMARY ROOF SHEARWALL SCHEDULE �I CD Li rono l - TRUSSES SHALL BE CONTINUOUS. (7) 7. SIMPSON H1 AT EACH TRUSS (5) / if (3) USE SIMPSON H2.5 EACH SIDE (6) / B. FOR CLARITY, SHEATHING OVER VALLEY •� 0 (6) OF GIRDER TRUSS FRAMING NOT SHOWN. Cr5 ® 1-0 8. SIMPSON A35 CLIP AT 24" O.C. C. AT 2x OVER FRAMING USE THE FOLLOWING: C Ix 0'-4' 2x4 MIN. = U Ca 4'-8' 2x6 MIN. c 04 a 8'-10' 2x8 MIN, ‘35CO T I 10' 12' 2x10 MIN, CO Li N WOOD TRUSS AT WOOD STUDWALL C_) DRAG TRUT 0 PLAN-TYPICAL VALLEY FRAMING AT PREFAB TRUSSES 0 I TYPICAL SPLICEOF TOP PLATES SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ) SCALE: N.T.S. - - NOTES: ._ (1) NOTES: HEADER AND BEAM SCHEDULE FOR LOAD BEARING WALLS 1. 1/4 DEPTH OF MEMBER, TYPICAL A-; ,, Y : CV I it ------ - - - --- --- 12>> (1) �'(>-�,. r `'� ° . � ;- (2) 1. WOOD STUD WALL TRIMMERS REQ'D KING STUDS REQ'D (2) 2. 1/2" DIAMETER BOLTS AT 24" _ OPENING SIZE HEADER SIZE -- r er_ ,� (3) 2. WOOD HEADER PER PLAN ® ® O.C. MINIMUM, STAGGERED 2X4 2X6 2X4 2X6 " , c 3. (2) 16d TOENAILS - EACH UP TO 3'-6" SEE PLAN 1 1 1 1 3. (2) 2x12 AND LARGER USE 1/2" 7 4s \� a� ` (4) SIDE, EACH END ® ® DIAMETER BOLTS AT 24" O.C. � , T 3'-6"> TO 5'-0" SEE PLAN -i 1 2 2 2 4. 16d NAIL AT 12" O.C. MINIMUM, (5) 4. (3) 16d NAILS AS SHOWN °\ STAGGERED 5'-0"> TO 8'-0" SEE PLAN 1 2 2 2 OPTION 1 (3) 5. RUN VERTICAL STUDS UP -- - - - - -- - 5. (2) 2x10 AND SMALLER USE 16d (6) PAST HEADER AS SHOWN 8'-0"> TO 10'-6" SEE PLAN 2 3 3 3 6" (1) NAILS AT 12" O.C. STAGGERED E- (8) 6. (2) 16d NAILS AT 12" D.C. 10'-6"> TO 16'-0" SEE PLAN 3 _ 4 3 3 1 (4) NOTES: 1 I o o A. ATTACHMENT (BOLTS OR NAILS) CONTINUOUS FOR LENGTH OF 8. DOUBLE STUDS UNDER NOTES: MEMBER. iI /� HEADER BEARINGS FOR o 0 �/ OPENING WIDTHS GREATER - UNLESS NOTED OTHERWISE, ALL BEAM AND HEADER SUPPORTS SHALL CONFORM TO THIS SCHEDULE ROUGH OPENING WIDTH THAN 5'-0" - ALL BUILT-UP SUPPORTS WILL MATCH OR EXCEED WIDTH OF SUPPORTED BEAM / - ALL HEADERS ARE TO BE 4X10 DF-L NO.2 UNLESS NOTED OTHERWISE OPTION 2 (5) 7--- WOOD HEADER (DROPPED) HEADER AND BEAMSCHEDULE FOR LOAD A ING WALLS BUILT-UP SCALE. N.T.S. SCALE: N.T.S. 0 SCALE: N.T.S. NOTE: LOCATE HDR @ TOP OF WALL OR © TOP NO HORIZ PW NOTE: OF OPENING @ CONTRACTOR'S OPTION JOINTS FOR PROVIDE FULL BEARING UNDER GIRDER TRUSSES. UNLESS INDICATED OTHERWISE BY LENGTH OF MIN. (3) 2X6 STUDS BUILT UP COLUMN LOCATION OF HDR'S WHERE REQ'D. ARCHITECT OR ENGINEER. STRAP © UNDERSIDE OF TOP R - SEE NOTE (4) FOR HDR SIZE UNLESS NOTED (2) 16d INTO EACH STUD © TOP OTHERWISE ON FLOOR PLAN. & BOTTOM. P (4) 16d INTO CI E SOLID WOOD COL. 2X6 BLKG. S-=A WALL SC--DUL= SIMPSON MST 48 @ JOINT FULL LENGTH (2) 16d IN WALL INSTALL STRAP BEHIND STRAP. OVER WALL SHEATHING TYP. SIMPSON MST 48 © CHANGE FRAMING AT FOUNDATION SILL IN WALL P kEIGHT. INSTALL WALL PANEL EDGE FIELD BASE PLATE ANCHOR BOLT BLOCKING/RIM e� SHEATHING SIDES ADJACENT PANEL PLATE/FLOOR BASE 2 MARK NAILING NAILING ATTACHMENT SPACING JOIST ATTACHMENT -- - -- EDGES PLATE EtC\I I �f 8d NAILS 16d NAILS AT 5/8" DIAMETER BOLTS SIMPSON A35 CLIPS I t �(2) 16d 1 (2) 16d ITSW1 7/16" OSB ONE AT 6" O.C. 12 O.C. 2x 6" O.C. AT 48" O.C. 2x AT 18" O.C. hI TOENAILS TOENAILS (3) 16d ' @ CTR FULL TYP, I I I EQ. EQ. (3) STUD B.U. COL. TYP. HEIGHT / \_I _1 0 TYP U.N.O. W/(1) STUD COe, r-.4\FULL HOT.LL STUDHDR CONN. TO S-EAR WALL SCHEDULE NOTES: CO W TO W SIZE PL. SEE (1) HORIZ FACE OF COL. PLAN FULL WIDTH 2x STUDS FRAMING STUDS SHALL BE DOUGLAS-FIR #2 SPACED AT 16" O.C. MAXIMUM. THICKNESS OF STUDS SHALL BE 2x UNLESS OTHERWISE NOTED IN SCHEDULE. STUDS REQ'D STUDS TO -LAM W/16d @ I I MATCH WALL SEE PLAN FOR SIZE 8" O.C. TYP. BUILT UP COL. OR I -LOCATE STUDS @ JOIST STUDS © TOP � SHEATHING PANELS MAY BE PLACED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES WITH 2x OR 3x BLOCKING TO MATCH STUD WIDTH UNLESS NOTED OTHERWISE. & BOTT. OF SOLID WOOD & TRUSS BRG. (TYP.) i COL. SEE CO ADDITIONAL OPNGS. PLAN ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE APA RATED SHEATHING, FULLY BLOCKED WITH MINIMUM EDGE ATTACHMENT OF 10d NAILS @ 6" O.C., 12" O.C. FIELD. o CZ STUD @ HDR ( / 1 - 165 SIMPSON A35 BRG. WHERE I NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. @ EA. B.U. COL. MORE THAN WHERE OPENING (3) B.U. STUDS WIDTH EXCEEDS REQ'D I I MIN STUDS DA MINIMUM ANCHOR BOLT SPACING OF 48" O.C. UNLESS OTHERWISE NOTED IN SCHEDULE. MINIMUM OF 2 ANCHORS PER WALL. PROVIDE 3"x3"x0.25" SQUARE WASHERS AT EACH ANCHOR 8'-0" I i BETWEEN THE SILL PLATE AND WASHER. A DIAGONAL SLOT IN THE PLATE WASHER MAY BE USED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT NOT TO (2) 16d I TOENAILS EXCEED 1-3/4", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. DO NOT RECESS BOLTS. - TTP. 1Tj CZ Ili 1=1= 4=11 1 _ 1-11 1 f 1' 1t 8d NAILS (2 1/2" LONG x 0.113" COMMON OR 2 1/2" x 0.113" GALVANIZED BOX). Li- / 1 BLOCKING/RIM JOIST ATTACHMENT NEED NOT BE USED WHERE THE SHEATHING IS DIRECTLY ATTACHED WITH EDGE NAILING TO THE DOUBLE TOP PLATES AT UPPER STORY SHEARWALLS AND 3� OMIT BOTT. P- SIMPSON HD WHERE TO THE BASE/SILL PLATE BELOW AT LOWER STORY SHEARWALLS. @ DOORS TYP. REQ'D. SEE PLANS FOR SX TREATED P TO FOR SHEARWALL SCHEDULE, SIZE. MATCH WALL STUD A.B. SIZE & SPACING WHERE 3x BASE/SILL ARE SPECIFIED, 20d COMMON NAILS SHALL BE USED FOR THE BASE PLATE ATTACHMENT IN LIEU OF THE ORIGINALLY SPECIFIED 16d COMMON NAILS. WIDTH. (7" MIN. EMBED) CO 0 TYPICAL EXTERIORINTERIOR BEARING ALL FRAMING SHEARWALL C UL 8 SCALE: N.T.S. "• - SCALE: N.T.S. I w 1- w a C;. UJ ea" ® 1 M SHEET ® 1,