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Structural Drawings ApprovedAPPROVES by City of Yelm John Rowland 0611612017 8:33:34 AM 7' 8.61 5'•5' L 83'-6' 41 -61 #4 @ 24' OICa, 21' LONG, EPDXY EMBED 3' INTO STEM WALL 6' -41 81 -41 r------ - - - --� I I , I I I I I , I I I I 4' CONCRETE SLAB— W1 THICKENED EDGE I I , PI I 44 @ 24' O,C, 21' I SI i LONG, EPDXY EMBED 3 INTO STEM WALL i :STHDBRJ DBL JSTS m it It It � Y�WIW+IYYIYYIIIY YIIYwI -1 iww�n -�YY� X11 0-1 1110 raa L J ^xa LSTHU8RJ4 I 13•-1 I � � i� S1 - I i I I — i 6x6 PT POST W/ PB66 BASE (TYP FOR EXT, POSTS) 4' CONCRETE SLAB W/ THICKENED EDGE 1'-61' 111-11 uww�w w�2�rnt■ 2XIO JSiS @ 16" D.C. (DR EQUIV) N� 24 'X24'X8' FOOTING PAD W/ (2) q4 REBAR E.W. (TYP) 4I R8 � l 4X8 L � 8' 16'X8' FOOTING (TYP) — 39'X39'X8' FOOTING PAD W/ (3) #4 REBAR EaW W/ 6X6 POST [1-31 @COPYRI6HT 2011 I I NORTHWEST HOME 4 �� DESIGNING, INC. LSTHDBR III 1' -6' END PAD SPACING (TYP) II II 6' MRK PAD II 711 SPACING (TYP) J _ 4'•3�' FURNPCE � 6 BLOCKOUi 44if SSTBi6 — 8' 8'X84' STEM WALL (TYP) 30'X30'X6' FOOTING PAD W/ (2) #4 REBAR E.W. 11 -81 4A CONCRETE SLAB ON GRADE, SLOPE TO DH DOOR 30'X30'X6' FOOTING PAD W/ (2) 4 REBAR E,W, 11 -11 6'24' STEM WALL 37' -4' 6'-101' 12'X6' FODTING-0 6'X24' STEM WALL 3D'X30'X6' Fl70TIN PAD W/ (z) #4 �iiiHUB REBAR E.W. [1 -1] 1 a 8,_61. • SB X84 — — 12'X6' FOOTING — — SB%X24 4j 1 --- -6' -6' P'-10i' 16'-3' P'_1011 11' �88' FOUNDATION PLAN NOTES ALL SAWN LUMBER .BEAMS SHALL BE HF #2 MIN [ #41 DENOTES ITEM NUMBER IN ACCORDANCE TO CALCULATION PACKAGE 1/4u =1'l, Ij I 1'-1i' Ell 1 BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. PLYWOOD SHEATHING 31 JOIST PER PLAN 4. Px CONTINUOUS RIM 5. (1) #4 BARS CONTINUOUS (AT TOP) PROVIDE #4 @ 18' O C, HORIZONTAL 6. 5/8' DIAMETER ANCHOR BOLTS @ 48' OC UaN,D 7 #4 @ 48' 0,C. MAXIMUM, ALTERNATE BENDS 8. (8) #4 BARS CONTINUOUS 9 EDGE NAILING 1 16d @6'0C, TYPICAI, FOi1NDATION STEM 1 WgL NOT ID SCALE :a 12 12 "4 2 THICKENED EDGE SLAB N 1, (3)104 PER BLOCK zl JOIST PER PLAN 3, FLOOR BEAM PER PLAN 41 PLYWOOD SHEATHING 5. BLOCKING 6, 4x OR 6x POST WITH SIMPSON PC AND PB 7, CONCRETE FOOTING 81 EDGE NAILING 9.8x WOOD CLEAT OR SIMPSON POST CAP 3 TYPICAL IIVT, SPREAD FOOTING NOT To SCALE 4' CONCRETE SLAB W/ THICKENED EDGE 24'X24'X8' FOOTING PAD W/ (2) 04 REBAR E,W, (TYP) 6X6 PT POST W/ PB66 BASE (TYP �n2 FOR EXT, POSTS) i LLI i i I I � i I OPT, COVERED PORCH rrr (A 0 m W� a 0 boa w �a x tUi AQU�d A� N�00 a I � a a 0� G � m H b� � z � um G� on ©� 0 QI �� W A. " I N SCALD, AS SHOWN DATE: May 2017 DRAWINGMANBE[t 9811.11 SHEET SI 117/8' TJI 111) JSTS @ 16' QC, (OR EMV) VX41 LSL 1,3E SECOND FLOOR FRAMING PLAN NOTES ALL SAWN HLL Nth tKJ JHhLL 1St 441U UPI U, ALL COLUMNS SHALL BE (C) 2X STUDS UXO, OVERFRAMING SHALL BE 2X6 JSTS @ 16" O,C, FOR vukio rnnu IN nu Tn 171 ru, I inr n„n ie%rn n " O,C,; OTHERWISE USE 2E JSTS R 16" SHEAR WALLS W/ (2) 2X OR 0 S11 0 : BEARING WALL EDGE NAIL FLOOR SHEATHING TO BLOCKING r8X BLOCKING A35 @ 24' OC TO TOP PLATE SHEARWALL SHEATHED, PER PLAN � FLOORTOMT,SHEARWNL NOT TO su¢ 1/4" =1' -1)" WALL PER PLAN qr2X G S @ 24' O,C HANGERS 8X8 LEDGER W/ (8 SHEATHING 5' LEDGERLOKS @ 16' PLAN JOISTS PER PLAN LG, JOISTS BLOCK BEAM PER EACH JOIST PLAN ' OSB W/ BEAM PER A34 @ EACH RAFTER 8d @ 6' O C PLAN TO TOP PLATE 2 SHEAR TRANSFER CONN, NOT TO ru[ HDU2- SDS2,5 WI (2) 2X6 STUDS -(4) 2X4 STUDS DR 06 POST 12 -51 2X8 W/ 2XI JSTS i START NAILS 1118' UP FROM END OF STUD ROOF FRAMING PLAN NQTESi s ALL SAWN LUMBER BEAMS SHALL BE HF #2 MIN ALL HEADERS SHALL BE 4X11) U,N,O, e ALL COLUMNS SHALL BE (2) 2X STUDS UXO, OVERFRAMING SHALL BE 2X6 JSTS @ 16" Q,C, FOR UAV FPPM lnl- # TIC IT-P, ITT On 10TO n i 8 -8X OR 4x 38 NAILS MIN LENGTH 81' T NO NAILS REQ'D �`7 FRCE NAILS BEAM PER 84' PRE-BENT PLAN BOTTOM NAILS MSTC423 INSTAI,IATION 3 WINOR�iJOIST poi To scar a 0,C; OTHERWISE USE 2X10 JSTS @ 1W RA ►4 BEARING WAI 6X6 PT POST�6h PT PAST W/ ACE6 CAP Li i I W/ ACE6 CRP III III MANUFACTURED TRUSSES 0 OTHERS) — J. it (I HDR OPT, COVERED PORCH 1/4" =1'1)" APPROVED by Cify of Yelm John Rowland 0611612017 8:33:56 AM a z ry 0 L A A wd�o� AAU�Q w U w I I a It n � � 00 .2 NEB Mr a� �4�G Wy o� a � � b �CQ Nr z vm 0a "0 V� Q q W m AS SHOWN DATE; Mg 1017 DRAWNGMER 9871.17 SHEET S2 STRUCTURAL NOTES: DESIGNCRItRIA: 11 BUILDING CODE; 2015 INTERNATIONAL BUILDING CODE 21 VERTICAL LOADS ROOF FLOOR SNOW LOAD 25 psf LIVE LOAD 20 psf 40 psf DEAD LOAD 17 psf 12 psf 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO SHEARWAU3 AND THENCE TO FOUNDATION WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH. 4, LATERAL WIND LOADS: 110 MPH EXPOSURE ' B ' (PER ASCE7 -10) 5, LATERAL SEISMIC LOADS (5 = =,917) SITE SPECIFIC SEISMIC RESPONSE SEISMIC ZONE a GENERAL: 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS, SHEARWALL SCHEDULE MARK MINIMUM SHEATHING EDGE NAILING 'FIELD NAILING SOLE PLATE NAILING SILL PLATE CONN, @ FNDI ® 3/8' CDX ONE FACE 8d 16'ox, d 012 0o,c, (2)164 0 16'o /c 5/8 "dial 0 48" 0101 w/ 2x BTM, PLATE ® COX 3/8' COX ONE FACE 8d 140, 0, d 012 "0101 (2) 12 a/c 5 /8'dia. 0 36" ox, w/ 2x BTM, PLATE ® 3/8' CDX ONE FACE 8d 0 Ax, I d 012 "0101 (2)16d 0 8'o% 5 /8'dia, 0 301 ox, w/ 3x BTM. PLATE ® 15/32" CDX ONE FACE IOd 0 4 %c IOd 012'ac (2)164 0 6'o /c 5 /8'dio, 018' ox. w/ 3x BTM. PLATE ® 15/320 ACO X N 10d 0 30ox.10d 012'o,c, (2)164 0 610/c 5 /8'dh 018' ox, w/ 3x BTM, PLATE ® 15/32' COX ONE FACE I Od 0 2'o c I Od 012'ac, (2)164 0 3 "o /c 5 /8'dio, 0 36' ox. w/ 3x BTM, PLATE 21 DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHAT . BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE w/ ALL NATIONAL STATE AND LOCAL SAFETY ORDINANCES. ANY OR TON MUST BE APPROVED PRIOR TO ERECTION, 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS, ANY OVATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION, 4. THE CONTRACTOR SHAH BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALT. CHECK ALL DIMENSIONS, ALL DISCREPANCIES SHAH BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONOITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 1, ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT, 8, ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OR ACCURACY, WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO DETO OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER, 9. FOR CONCRETE FOOTINGS: FOOTING DEPTH TO BE MIN, 12" TO PREVIOUSLY UNDISTURBED SOIL OR UNOISTURBEO FILL, ALL EXTERIOR WALLS TO BE SUPPORTED ON CONTINUOUS FOOTINGS, PIPE PENENTTONS TO BE SLEEVED, REBAR SHAH BE AN A615 GRADE 60 (Fy = 60 KSI) CONCRETE SHALL BE 2500 PSI (f'c : 2500 PSI) FROONOTES: 1, FRAMING LUMBER SHALL BE HEM -FIR NO, 2; AND HEM -FIR NO, 2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS), LUMBER TO BE GRADE MARKED PER WCUB SPECIFICATIONS, 2, STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1, SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51 -83, APA PRP -108, OR VOLUNTARY PRODUCT STANDARD PSE -92, PROVIDE MINIMUM OF 3/8' EDGE DISTANCE ON AU. NAILS AND 1/8' EXPANSION JOINTS BETWEEN ALL PANEL EDGES, MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO BE 15/32" C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE, PIL 24/0 (USE 5 -PLY FOR PANEOZEO ROOFS), NAILING 10d 0 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, SUB FLOORING TO BE 3/4' T &G C -D 19-APA RATED PLYWOOD WITH EXTERIOR GLUE , R.I. 48/24, GLUE AND NAIL WITH 10d AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, 3, NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE, USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE, 4, NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER, . 5. PROVIDE 3'x3 "x1/4' (USE G> NANIZED 0 P,T, MEMBERS) PLATE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE, ALL FASTENERS IN CONTACT WITH PRESSURE TREATED TO BE HOT DIPPED GALVANIZED, 6, BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16" UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED, 7, ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" MIN 0 STEEL BOLTS SPACED AT 48" o1c, MAX, (EMBED 7" MIN, INTO CONCRETE OR MASONRY), SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR, B. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED, (SEE NOtE 1 FOR MINIMUM GRADE INFORMATION) 9. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR PLYWOOD USED IN SHEAR PANELS AND ROOF SHEATHING, 10, STUD NOTCHING: BEARING - 257 NOTCH, 407 BORING (607 BORING 0 DBL.) NON BEARING - 407 NOTCH, 607 BORING HOLES NO CLOSER THAN 5/8' TO FACE OF STUD SIMPSON HDU HOLD DOWN-\ I I Igo A SOLE PLATE - SUBFLDOR- RIM JOIST BLOCKING NOT SHOWN FOR CLARITY SIMPSON CNW COUPLER -/ PT SILL PLATE t STEMWALL SIMPSON SSTB ANCHOR 1 1 rV 10 HDU HOLD DOWN INSTALLATION --------------------- - - - - -- I II II Ii�l�l II II I I II II II ll II II II I I II II IF =$ 9 IF =$ =� I it ll II II II � II II I I II II II II II II II I I II II II II II II II I I II II II II II (I II I I II II II II II II II I SHEARWALL NOTESi 1, ALL STUDS AND BLOCKING SHALL BE HF #2 ALL TOP AND BOTTOM MODEL ANCHOR BOLT THRU BOLTS OR NAILS EMBEDMENT LENGTH MIN, EDGE DISTANCE STHD8 PLATES SHALL BE HF #B, ALL SHEATHING EDGES SHALL BE BACKED 1 (24)16d 8' 11/2' STHD8RJ STRAP 124) 16d 8' 11/2' STHD10 STRAP WITH 2x OR WIDER FRAMING UNLESS OTHERWISE NOTED (SEE NOTE 0, 10' 11/2' STHDIORJ SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. (28) 16d 10' 11 /8' 2, WHERE HEATHING NAILING IS A OR GREATER, S ® EATER, FIUNDATION SILL PLATES STRAP U q �'--� 14' AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS STHD14RJ E H (38)16d SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER AND SILL PLATES 11/2' 11 q 5/8' DIA NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER, 11' 13/4' HDU4 5/8' DIR (10) SDS SCREWS 3 NAILING CRITERIA IS BASED ON IBC 23063 AND AF &PA SPDWS TABLE 413A FOR & II HDU5 CD PLYWOOD AND HF #2 FRAMING, WIRE STAPLES MAY BE SUBSTITUTED AS (14) SDS SCREW 16' 1314' OUTLINED IN THE STRUCTURAL NOTES, OTHER SUBSTITUTIONS MUST BE VERIFIED 7/8' DIA IN WRITING BY THE STRL, ENGINEER, QDOUBLE TOP PLATE w/ MOE NAIUNG (STAGGER) @TOP PULE SPLICE AND NAIUNG PER PAS, 13/4' SEE SHEARWALL SCHEDULE FOR LUMBER ONE). LAP 4' -0' MINIMUM. CENTER SPLICE ON STUD, 4, HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS, SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON O B EDGE NAILING AT ALL PANEL EDGES, BACK w/ G O HOLDOWN PER SCHEDULE AND PLAN THE PLANS, REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR ADDITIONAL 2x BLOCKING OR BACKING O COORDINATE ALL STUD AND PLATE SIZES INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC, @EDGE NAIUNG TO HOLDOWN POST (FULL HEIGHT) w/ SHEARWALL SCHEDULE REQUIREMENTS 5 ANCHOR BOLTS MUST BE EMBEDDED INTO CONCRETE OR GROUTED CHU A MINIMUM @ UDS 016' 0101 0 EDGE NAIUNG TO POSTS, TRIM STUDS OF 71, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF B' GROUTED CLEAR QP.T, SILT. PLATE w/ EDGE NAILING & ANCHOR AND KING STUOS TO THE FACE OF FORMED CONCRETE (PROVIDED 3' CLEAR FOR CONCRETE CAST AGAINST SOIL), BOLTS PER SHEARWALL SCHEDULE (PROVIDE A MINIMUM OF 5 j8 'dio, ANCHOR BOLTS 0 Q BEARING MO FOR HEADER 11' 48' o,c., EMBEDDED 7' MIN,) 6 EDGE OF ANCHOR BOLT WASHER SHALL BE WITHIN 1/2' OF SHEAR WALL SHEATHING 718' DIA (1B) SDS1 /4x3 j STND SHEARWALL ELEVATION l 30' MIN, I 12' MIN. REBAR LENGTH SIMPSON SI36 STRAP 1E ACROSS TOP PL OR BENU'hRT TO POST '�) BEAM rr"DOUBIE TOP PLATE 16d T BEAM DOUBLE 2 X STUDS, MINIMUM HOLDOWN SCHEDULE MODEL ANCHOR BOLT THRU BOLTS OR NAILS EMBEDMENT LENGTH MIN, EDGE DISTANCE STHD8 STRAP 1 (24)16d 8' 11/2' STHD8RJ STRAP 124) 16d 8' 11/2' STHD10 STRAP (28) 16d 10' 11/2' STHDIORJ STRAP (28) 16d 10' 11 /8' STHD14 ' STRAP (38) 16d 14' 11/8' STHD14RJ STRAP (38)16d 14' 11/2' HDU2 5/8' DIA (6) SDS SCREWS 11' 13/4' HDU4 5/8' DIR (10) SDS SCREWS 11' 11 3/4' HDU5 5/8' DIA (14) SDS SCREW 16' 1314' HDUB 7/8' DIA (20) SDS SCREW 16' 13/4' HM4A 1' DIA 1 (4) 1' DIA' 21' 1314' HD20A 1' DIA (4)1' DIA 21' 13/4' PHD5 -SDS3 518'. DIA (14) SDS1 /4x3 11' PHD6 -SDS3 718' DIA (1B) SDS1 /4x3 14' PHD8 -SDS3 7/8' DIA (24) SDS1/4x3 16' MST37 STRAP' (42) 16d In DBL, STUD CENTER or RIM JOIST MST48 STRAP (46) 16d In DBL, STUD CENTER o RIM JOIST MST60 STRAP (56)164 CENTER or RIM JOIST T2 -84 -6 314' A449 (8) 1/2' DIA 14' 3 1/2'. w MFD BY ZONE FOUR - USE 1/463 PLATE WITH DOUBLE NUT AT BOTTOM OF ANCHOR BOLT, HOLDOWN NaTEJ, I. ALL THREAD BOLTS SHALL CONFORM TO ASTM A3071 B, MINI CONCRETE COMPRESSIVE STRENGTH f1c =8,500 psi, 3 HD14A, HD80A & HD15 REQUIRE A 6x MINI POST SIZE, U,N,O, 4 MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER, FOR CONCRETE CAST AGAINST SOIL PROVIDE 3' CLEAR TO ANCHOR BOLT, 5, NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON. (16d SINKERS MAY BE USED WITH PRIOR WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER), SIMPSON ST STRAP TIE DOUBLE TOP PLATE SIMPSON ST STRAP TIE DOUBLE 2 X STUDS, MINIMUM SIMPSON 25 EA FACE DOUBLE TOP PLATE A35 CUP DOUBLE STUD ROOF TRUSS-\ PER PAN III. EOCN 0 2x CONT, BLOCKING w/ ROO 0 24' ox. FOR SLOPED BLOCKING, USE A35 0 24" ox. FOR FLAT BLOCKING, SHEARWALL-' EDGE NAILING VENTILATION MAY BE REQUIRED AT BLOCKING VERIFY METHOD w/ ENGINEER PRIOR TO CONSTRUCTION, p TRUSSis��w�,Leo� m! L DOUBLE EDGE NAILING 2, FLOOR SHEATHING 3, JOIST PER PLAN 41 JOIST HANGER PER PLAN 5 WOOD BEAM PER PLAN 3 JOIST AT FLUSH WOOD BEAM NOT TO SCALE J nq uuunnu 1In m 1, TOP PLATE SPLICE OVER STUD ONLY, 2, DOUBLE TOP PLATE 3, WOOD STUDS A BEAM B BEAM c BEAM U _ � BEAM TO FRAMING 6 TYPICAL, SPLICE OF TOP PLATE -I ROUGH OPENING WIDTH I- m 1, WOOD STUD WALL 2, WOOD HEADER PER PLAN 3, (2) 16d TOENAILS EACH SIDE, EACH END 4. (2) 16d AS SHAWN 51 RUN VERTICAL STUDS UP PAST HEADER AS SHOWN - USE DOUBLE KING STUDS FOR OPENINGS GREATER THAN 54' 6,(2)16d @12'O,C, 7.16d @12'0,C, STAGGERED BOTH SIDES 8, DOUBLE STUDS UNDER HEADER BEARINGS FOR OPENING WIDTHS GREATER THAN m 1,16d@6'0CI 2, EDGE NAILING 3, 2x BLOCKING 4, FLOOR SHEATHING 5, JOISTS PER PLAN 6, SHEARWALL BELOW - SHEATH AND NAIL PER SHEARWALL SCHEDULE 4 STHDCONNE�TIONS 1 WOOD HEADER 8 FI,OORTO FLOOR STRAP CONNECTION 9 JOIST ATWOOD STUD WALL NOT i0 NOT t0 SCALE SCREE R it \W/ wfio 1 11 1 2, (4)164, TYPI 3, FULL HEIGHT STUD 4, CONTINUOUS DOUBLE TOP PLATE 5, HEADER AS PER PLAN, SAME WIDTH AS WALL 6, (2) CRIPPLE STUDS NMI 1, EDGE NAILING 2, CONTINUOUS FASCIA WITH (2) 10d NAILS INTO EACH OUTRIGGER @ 24' O,C, 3.2x4 OUTRIGGER @ 24' O,C 41(2) 0d NAILS PER TRUSS 5, SIMPSON 05 CLIP AT EACH OUTRIGGER 6, GABLE END TRUSS - SHEATHING AND NAILING PER SHEARWALL SCHEDULE 7.16d @ 6' OTC, BOTTOM TRUSS CHORD TO 2x6 BLOCK 8, 20 BRACE @ 48' O,C, WITH SIMPSON A35 CLIP EACH END 912x6 FULL LENGTH, w/ 16d @ 6'O,C TO TOP PLATE gal 1, BASE PLATE NAILING PER SHEARWALL SCHEDULE 2, FLOOR SHEATHING 3, FLOOR JOISTS PER PLAN 4, 2x CONTINUOUS RIM WITH (2) Nd PER JOIST 51 SHEATHING AND NAILING PER SHEARWALL SCHEDULE 6,16d @6'0,C, 71 SHEAR PANEL EDGE NAILING 11 BUILT-UP POST PARALLEL TO WAIL 12 GABLE END TRUSS ONOT LOOR TO FLOOR WAIL CONNECTION NOT TO NOT To To SCALE SCALE SCREE APPROVED by City o(Y¢Im John Rowland 0611612017 8:34:16 AM Q AW 11mil- u aa��a 0 �A 4 0: 0 U. �0 NFL 0 o� v m N � IS Z t6 p a KJ, c�0 co � pa rn z� m Ia �t SCALE: AS SHOWN DATE: May 2017 DRAWIlNGN(IMIBER 9871-17 s