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2020.0015 Floor Plans Property# 22719331301LSTHD8R 4'-81' 2 26' 4' #4 @ 24" ❑,C„ 21' LONG, EPDXY EMBED 3' INTO STEM WALL 3'-4"��4'-3" LSTHD8 ENT (TYP) 12' 2X10 JSTS @ 16" 0, C. (❑R EQUIVJ LSTHD8R 4' CONCRETE SLAB I I W/ THICKENED EDGE I I 6'-3' 4'-10' I I I 3 I I I S1 I LSTHD8RJ j- IT —1 1'-10' L_ J 24'X24'XB' FOOTING ----1 PAD W/ (2) #4 REBAR ==t EACH WAY (TYP) Iu I CRAWL ACCESS �fi—Y-- 6'--�f- TB16 16'X8' FOOTING (TYP) F8'X24' STEM l—WALL (TYP) SST u RI STHD8RJ 12' © COPYRIGHT 2017 NORTHWEST HOME DESIGNING, INC, DBL JSTS DBL JSTS DBL JSTS SSTB16 4 8' 14' 1'-7' 24'X24'X8" FOOTING PAD W/ (2) #4 REBAR EACH WAY oliii■p1� 2' 5'-6"- 6 -9' I FOUNDATION PLAN NOTES: 1/4' = 1'-0' • ALL SAWN LUMBER BEAMS SHALL BE HF #2 MIN, • [#-#] DENOTES ITEM NUMBER IN ACCORDANCE TO CALCULATION PACKAGE 17'-72' 6'-4- 2'-4# —4' 2'-4' E 4" CONCRETE SLAB W/ THICKENED EDGE I J -6X6 PT POST W/ PB66 BASE (TYP FOR EXTERIOR POSTS) NOTES, 1, BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2, PLYWOOD SHEATHING 3. JOIST PER PLAN 4, 2x CONTINUOUS RIM 5, (1) #4 BARS CONTINUOUS (AT TOP) PROVIDE #4 @ 18' O.C. HORIZONTAL 6, 5/8' DIAMETER ANCHOR BOLTS @ 48' O.C. U.N.O. 7. #4 @ 48' O.C. MAXIMUM, ALTERNATE BENDS 8, (2) #4 BARS CONTINUOUS 9, EDGE NAILING 10, 16d @ 6' O.C. 1 TYPICAL FOUNDATION STEM WALL NOT TO SCALE NOTES, 1, (3) lOd PER BLOCK 2, JOIST PER PLAN 3, FLOOR BEAM PER PLAN 4. PLYWOOD SHEATHING 5, BLOCKING 6. 4x OR 6x POST WITH SIMPSON PC AND PB 7. CONCRETE FOOTING 8, EDGE NAILING 9, 2x WOOD CLEAT OR SIMPSON POST CAP TYPICAL INT. SPREAD FOOTING NOT TO SCALE THICKENED EDGE SLAB Q A SSTB16 � 4" CONCRETE SLAB ON #4 @ 24' ❑,C„ 21' z z GRADE, SLOPE LONG, EPDXY EMBED 3' I- TO ❑H DOOR INT❑ STEM WALL 12'X6' FOOTING—.I I 6°X24' STEM WALL 5 —� I v 12'X6" FOOTING 6"X24" STEM A 6'X24' STEM WALL N WALL STHD14 STHD14 STHD14 5 1'-42" 1'-4" 12'-3' 2'-9' I 1'-32' I I I 24'X24'X8' FOOTING PADL - - - - - - -1- j o� ®I W/ (2) #4 REBAR EACH~I1-6'— I C WUW WAY (TYP FOR EXT, PADS) o y a A q V C 19' S' ,3-J•I 24' e FOUNDATION PLAN NOTES: 1/4' = 1'-0' • ALL SAWN LUMBER BEAMS SHALL BE HF #2 MIN, • [#-#] DENOTES ITEM NUMBER IN ACCORDANCE TO CALCULATION PACKAGE 17'-72' 6'-4- 2'-4# —4' 2'-4' E 4" CONCRETE SLAB W/ THICKENED EDGE I J -6X6 PT POST W/ PB66 BASE (TYP FOR EXTERIOR POSTS) NOTES, 1, BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2, PLYWOOD SHEATHING 3. JOIST PER PLAN 4, 2x CONTINUOUS RIM 5, (1) #4 BARS CONTINUOUS (AT TOP) PROVIDE #4 @ 18' O.C. HORIZONTAL 6, 5/8' DIAMETER ANCHOR BOLTS @ 48' O.C. U.N.O. 7. #4 @ 48' O.C. MAXIMUM, ALTERNATE BENDS 8, (2) #4 BARS CONTINUOUS 9, EDGE NAILING 10, 16d @ 6' O.C. 1 TYPICAL FOUNDATION STEM WALL NOT TO SCALE NOTES, 1, (3) lOd PER BLOCK 2, JOIST PER PLAN 3, FLOOR BEAM PER PLAN 4. PLYWOOD SHEATHING 5, BLOCKING 6. 4x OR 6x POST WITH SIMPSON PC AND PB 7. CONCRETE FOOTING 8, EDGE NAILING 9, 2x WOOD CLEAT OR SIMPSON POST CAP TYPICAL INT. SPREAD FOOTING NOT TO SCALE THICKENED EDGE SLAB Q A � �w z z M •s, 3 v A yy N ro c 5 � S a U o� m A WUW 0 o y a A q V d C a i F, v i` u V � I MSI M •s, 3 v V � N ro c ro S a o� k 19 o y a M y q y a 0 ,3-J•I o e y M 7 ` a zW M h SCALE: AS SHOWN DATE; Jan. 2017 DRAWING NUMBER 11081-20 SHEET S I HDU2-SDS2,5 W/ (2) 2X6 STUDS Iq 1= HDR HDR HUCQ610-SDSi GIRDER TRUSS �' B612 r �ir' lir T-iRriG�iiir�r i11P��r � r 4X12 E2-11 LUS410-�I -ir I� �r �r Ir - r LUS210 (TYP) (I LUS410-y,j 4X4 POSTS 6X12 HF #1 12-31 L JLL J L J� L J L- 532"X1134" DF/DF 24F -V4 GLB (OR EQUIV,) 12-81 (U I u © COPYRIGHT 2017 C NORTHWEST HOME w DESIGNING, INC, J�L J L Tr Ir X12 4X12 Fos HDU2-SDS2,5 W/ (2) 2X6 STUDS HDU4-SDS2,5 W/- (2) 2X6 STUDS r Ir Tr -ir it �r it ,Ir Ir HDU4-SD 32.5 W/ 6X6 POST 11 Ln I I 1 I 2X12 JSTS @ 16 uil ❑,C (❑R EQUIV,)XII HDU2-SDS2,° 11 111I HUS410 4X12 12-41 L i iILJ -LLJLij L JIL JL L - -� 53'2"X15" DF/DF LUS410 4X4 POST W/ 24F -V4 GLB (OR PC4Z CAP EQUIV,) E2-61 18'X108' PORTAL 17"X108" PORTAL FRAME (SEE 2/S2) FRAME (SEE 2/S2) 4X12 (19' LONG) 19'X108' P❑RTALJ FRAME (SEE 2/S2) 11 cu 11 6X6 PT POSTS u W/ EPC6Z CAP ee�9 f -a IM A 2 a 2 HDR 11 - 11 _ I� li O a Q� �'D M L� I I L` J La L3 A? Ifl MSTC48B3 HDR I 1 d- w (I ao TO BLOCKING .- > 2 LUS41I I a X I J L J L 4RL� Ix In N 8d @ 3' O.C. EACH WAY ON HEADER 6X6 u PT POST ---- 11 W/ PC6Z CAP Fos HDU2-SDS2,5 W/ (2) 2X6 STUDS HDU4-SDS2,5 W/- (2) 2X6 STUDS r Ir Tr -ir it �r it ,Ir Ir HDU4-SD 32.5 W/ 6X6 POST 11 Ln I I 1 I 2X12 JSTS @ 16 uil ❑,C (❑R EQUIV,)XII HDU2-SDS2,° 11 111I HUS410 4X12 12-41 L i iILJ -LLJLij L JIL JL L - -� 53'2"X15" DF/DF LUS410 4X4 POST W/ 24F -V4 GLB (OR PC4Z CAP EQUIV,) E2-61 18'X108' PORTAL 17"X108" PORTAL FRAME (SEE 2/S2) FRAME (SEE 2/S2) 4X12 (19' LONG) 19'X108' P❑RTALJ FRAME (SEE 2/S2) 11 cu 11 6X6 PT POSTS u W/ EPC6Z CAP ee�9 f -a IM A 2 a 2 HDR 11 - 11 _ I� 1 I A a a Nu M L� I I LLMSTC48B3 A? Ifl MSTC48B3 HDR I 1 w (I ao TO BLOCKING CONTINUE HEADER TO END STUD 2 LUS41I I a 00 J L J L 4RL� Ix 3, 8d @ 3' O.C. EACH WAY ON HEADER 6X6 u PT POST ---- 11 W/ PC6Z CAP I I [q1 > M 04 G b Q W IIN� 11 p> 5, (2) lOd NAILS TO HEADER IIAC3 a Q 1 1 ;Zfz CORNER END STUD AS OCCURS ~o 7 x x 1 N A i7 I I 11 6X6 PT POST Vs� W/ EPC6Z CAP SECOND FLOOR FRAMING PLAN N❑TESI 1/4' = 1'-0' • ALL SAWN LUMBER BEAMS SHALL BE HF #2 MIN, • ALL HEADERS SHALL BE 4X10 U,N,O, • ALL COLUMNS SHALL BE (2) 2X STUDS U,N,O • [#-#] DENOTES ITEM NUMBER IN ACCORDANCE TO CALCULATION PACKAGE • SHEAR WALLS W/ 3" OR LESS SPACING REQUIRE (2) 2X OR 4X SILL PLATE = BEARING WALL MANUFACTURED TRUSSES (BY OTHERS) MANUFACTURED JACK TRUSSES (BY OTHERS) (2) 16d @ 10' BASE PLATE NAILING GIRDER TRUSS F- MSTC4 HDR 71 (2) 16d @ 10' BASE PLATE NAILING MSTC48 STC48B3 I HDR klA\ 11 A1T1 1111 MSTC48B HER MANUFACTURED TRUSSES (BY OTHERS) HDR_ _ _HDR MANUFACTURED TRUSSES (BY OTHERS) 6X6 PT POST - W/ EPC6Z CAP ROOF FRAMING PLAN -MANUFACTURED JACK TRUSSES (BY OTHERS) -532'X113'4' DF/DF 24F -V4 GLB (OR EQUIVJ C2-73 -6X6 PT POST W/ PC6Z CAP 16X6 PT POST W/ EPC6Z CAP N❑TES. 1/4" = 1'-0" • ALL SAWN LUMBER BEAMS SHALL BE HF #2 MIN, • ALL HEADERS SHALL BE 4X10 U.N.O. • ALL COLUMNS SHALL BE (2) 2X STUDS U,N,O, • OVERFRAMING SHALL BE 2X6 JSTS @ 16" D.C. FOR SPANS FROM 10'-0' TO 13'-0"; USE 2X8 JSTS @ 16" ❑,C,; OTHERWISE USE 2X10 JSTS @ 16' O,C, • [#-#] DENOTES ITEM NUMBER IN ACCORDANCE TO CALCULATION PACKAGE • SHEAR WALLS W/ 3' OR LESS SPACING REQUIRE (2) 2X OR 4X SILL PLATE _ ❑VERFRAMING = BEARING WALL EDGE NAIL FLOOR/ -2X BLOCKING - 1 � _ . r 1 I A a a M LLMSTC48B3 MANUFACTURED TRUSSES (BY OTHERS) Ifl MSTC48B3 HDR TO BLOCKING CONTINUE HEADER TO END STUD 2 Z 00 wi 3, 8d @ 3' O.C. EACH WAY ON HEADER rA qq MSTC48B HER MANUFACTURED TRUSSES (BY OTHERS) HDR_ _ _HDR MANUFACTURED TRUSSES (BY OTHERS) 6X6 PT POST - W/ EPC6Z CAP ROOF FRAMING PLAN -MANUFACTURED JACK TRUSSES (BY OTHERS) -532'X113'4' DF/DF 24F -V4 GLB (OR EQUIVJ C2-73 -6X6 PT POST W/ PC6Z CAP 16X6 PT POST W/ EPC6Z CAP N❑TES. 1/4" = 1'-0" • ALL SAWN LUMBER BEAMS SHALL BE HF #2 MIN, • ALL HEADERS SHALL BE 4X10 U.N.O. • ALL COLUMNS SHALL BE (2) 2X STUDS U,N,O, • OVERFRAMING SHALL BE 2X6 JSTS @ 16" D.C. FOR SPANS FROM 10'-0' TO 13'-0"; USE 2X8 JSTS @ 16" ❑,C,; OTHERWISE USE 2X10 JSTS @ 16' O,C, • [#-#] DENOTES ITEM NUMBER IN ACCORDANCE TO CALCULATION PACKAGE • SHEAR WALLS W/ 3' OR LESS SPACING REQUIRE (2) 2X OR 4X SILL PLATE _ ❑VERFRAMING = BEARING WALL EDGE NAIL FLOOR/ -2X BLOCKING d q PPM b . r 1 I A a a M LLMSTC48B3 MANUFACTURED TRUSSES (BY OTHERS) Ifl MSTC48B3 HDR MSTC48B HER MANUFACTURED TRUSSES (BY OTHERS) HDR_ _ _HDR MANUFACTURED TRUSSES (BY OTHERS) 6X6 PT POST - W/ EPC6Z CAP ROOF FRAMING PLAN -MANUFACTURED JACK TRUSSES (BY OTHERS) -532'X113'4' DF/DF 24F -V4 GLB (OR EQUIVJ C2-73 -6X6 PT POST W/ PC6Z CAP 16X6 PT POST W/ EPC6Z CAP N❑TES. 1/4" = 1'-0" • ALL SAWN LUMBER BEAMS SHALL BE HF #2 MIN, • ALL HEADERS SHALL BE 4X10 U.N.O. • ALL COLUMNS SHALL BE (2) 2X STUDS U,N,O, • OVERFRAMING SHALL BE 2X6 JSTS @ 16" D.C. FOR SPANS FROM 10'-0' TO 13'-0"; USE 2X8 JSTS @ 16" ❑,C,; OTHERWISE USE 2X10 JSTS @ 16' O,C, • [#-#] DENOTES ITEM NUMBER IN ACCORDANCE TO CALCULATION PACKAGE • SHEAR WALLS W/ 3' OR LESS SPACING REQUIRE (2) 2X OR 4X SILL PLATE _ ❑VERFRAMING = BEARING WALL EDGE NAIL FLOOR/ -2X BLOCKING d q PPM b . r an a M SHEATHING 1. 2x TOP PLATE TO BLOCKING CONTINUE HEADER TO END STUD 2 Z 00 wi 3, 8d @ 3' O.C. EACH WAY ON HEADER rA qq q W [q1 SIMPSON STHD14 - INSTALL PER M 04 G b Q W o M 5, (2) lOd NAILS TO HEADER a a 6, CORNER END STUD AS OCCURS C 7 x A q V A35 @ 16. O.C, TO TOP PLATE SHEARWALL SHEATHED PER PLAN 1 FLOOR TO INT. NOT TO SCALE 7r,'(MTN) 2 GARAGE PORTAL FRAME (2) 16d @ 10' D.C. 4X OR (2) 2X— BASE PLATE BEAM PER -- PLAN 3f6 SHEATHING W/ NAILING PER SHEAR WALL SCHEDULE (2) 16d @ EVERY OTHER STUD ' 0 BOLT @ 36' D.C. 3IRDER TRUSS PER PLAN 3 BEAM TO GIRDER TRUSS NOTES, b . r an a M 1. 2x TOP PLATE 2, CONTINUE HEADER TO END STUD O 00 wi 3, 8d @ 3' O.C. EACH WAY ON HEADER rA N 4, SIMPSON STHD14 - INSTALL PER M 04 G b Q MANUFACTURER'S RECOMMENDATIONS o M 5, (2) lOd NAILS TO HEADER a a 6, CORNER END STUD AS OCCURS C 7 x 7. (2) 2X STUDS OR 4x POST V t 8, 8d @ 3' O,C, ALL PLATES, HEADERS M AND STUDS y O ^~- 0 AS SHOWN 9, 1/2' NOMINAL APA RATED SHEATHING ^" M DRAWING NUMBER 11081-20 10, 5/8'0 ANCHOR BOLTS - EMBED 00 7' MINIMUM WITH 3'x3'xl/4' PLATE V N WASHER U 11, (2) 2x PLATES - NAIL SHEATHING TO EACH PLATE 12, 8d 3' O.C. INTO EACH PLATE 13, TOP OF CONCRETE 14, LSTA24 ACROSS HEADER 15, HEADER NOTES, A. ALL STUDS TO BE DOUGLAS FIR #2 IN LATERAL RESTRAINT PANELS, 2 GARAGE PORTAL FRAME (2) 16d @ 10' D.C. 4X OR (2) 2X— BASE PLATE BEAM PER -- PLAN 3f6 SHEATHING W/ NAILING PER SHEAR WALL SCHEDULE (2) 16d @ EVERY OTHER STUD ' 0 BOLT @ 36' D.C. 3IRDER TRUSS PER PLAN 3 BEAM TO GIRDER TRUSS b an a wi 16 m rA N � M 04 G b Q o M a a zW t M SCALE: AS SHOWN DATE: Jan. 2017 DRAWING NUMBER 11081-20 SHEET S2 STRUCTURAL NOTES: DESIGN CRITERIA: i. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE 2. 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 SHEARWALLS 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 (SDs=0.941) SITE SPECIFIC SEISMIC RESPONSE SEISMIC ZONE Di GENERAL: 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL 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 DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL 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 CONDITIONS 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. 7. 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 CONFUCT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO DETAILS 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 UNDISTURBED FILL. ALL EXTERIOR WALLS TO BE SUPPORTED ON CONTINUOUS FOOTINGS. PIPE PENETRATIONS TO BE SLEEVED. REBAR SHALL BE ASTM A615 GRADE 60 (Fy = 60 KSI) CONCRETE SHALL BE 2500 PSI (f'e = 2500 PSI) SHEARWALL SCHEDULE MARK MINIMUM SHEATHING EDGE NAILING FIELD NAILING SOLE PLATE NAILING SILL PLATE CONN, @ FND. H COORDINATE ALL STUD AND PLATE SIZES O 7/16" CDX(2)16d ONE FACE 8d ® 6"o.c. d ® 12"o.c. ® 16"o/c 5/8 dia. ® 48" O.C. w/ 2x BTM. PLATE ® 7/16" CDX(2)16d ONE FACE 8d ® 4"o.c. d ® 120o.c. ® 12"o/c 5/8"dia. ® 36" o.c. w/ 2x BTM. PLATE ® 7/16" CDX(2)i6d ONE FACE Bd ® 3"o.c. d ® 12-o.c. ® 8"o/c 5/8"dia. ® 30" o.c. w/ 3x BTM. PLATE ® ONEFACE2- CDX 10d ® 4"o.c.10d ® 12"o.c. (2)16d ® 6"o/c 5/8"dia. ® 18" o.c. w 3x BTM. PLATE ® ONE3FA EOX 1Od ® 3"o.c.1Od ® 12"o.c (2)16d ® 6"o/c 5/8 18" o.c. 3x BTM. w/ 3x . PLATE ® 15/32" CDX10d ONE FACE ® 2"o.c.tOd ® 12"o.c. (2)16d ® 4"o/c 5/8"dia. ® 18" o.c. w/ 3x BTM. PLATE FRAMING NOTES: 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 ALL 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, P.I. 24/0 (USE 5 -PLY FOR PANELIZED ROOFS). NAILING 10d W 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 INT -APA RATED PLYWOOD WITH EXTERIOR GLUE , P.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 2304.10.1 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"xi/4" (USE GALVANIZED ® 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" o.c. MAX. (EMBED 7" MIN. INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR. 8. 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 - 25% NOTCH, 40% BORING (60% BORING ® DBL.) NON BEARING - 40% NOTCH, 60% BORING HOLES NO CLOSER THAN 5/8" TO FACE OF STUD 11. OSB IN LIEU OF CDX IN SHEAR WALLS IS ACCEPTABLE SIMPSON HDU HOLD SOLE PLATE - SUBFLOOR- RIM JOIST BLOCKING NOT SHOWN FOR CLARITY SIMPSON CNW COUPLER PT SILL PLATE STEMWALL II SIMPSON SSTB ANCHOR SHEARWALL NOTES, 1. ALL STUDS AND BLOCKING SHALL BE HF#2 ALL TOP AND BOTTOM PLATES SHALL BE HF#2. ALL SHEATHING EDGES SHALL BE BACKED WITH 2x OR WIDER FRAMING UNLESS OTHERWISE NOTED (SEE NOTE#2). SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY, E WHERE SHEATHING NAILING IS A ® OR GREATER, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER AND SILL PLATES NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER. 3. NAILING CRITERIA IS BASED ON IBC 2306.3 AND AF&PA SPDWS TABLE 4.3A FOR CD PLYWOOD AND HF#2 FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS OUTLINED IN THE STRUCTURAL NOTES. OTHER SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY THE STRL, ENGINEER. 4. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS, REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC, 5 ANCHOR BOLTS MUST BE EMBEDDED INTO CONCRETE OR GROUTED CMU A MINIMUM OF 7', AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2' GROUTED CLEAR TO THE FACE OF FORMED CONCRETE (PROVIDED 3' CLEAR FOR CONCRETE CAST AGAINST SOIL). 6 EDGE OF ANCHOR BOLT WASHER SHALL BE WITHIN 1/2' OF SHEAR WALL SHEATHING HDU HOLD DOWN INSTALLATION 30' MIN. STHD CONNECTIONS 1 l� NOT T SCALE 1 _ 1 II II II II I 1 II 1 I II II II II I 1 II i K II II I I II II A -111,7I II II I I II II II _11_ II II _11_ I I II II IF-Tf '91 f II II II II II J II II I II II II II II II II I I II II II _II_ II II _11_ I I II II IF-�F-�I 1F-�F-� I II II II II II 11 II I I II II II II II II II I In II _IL11 11 I 11 11 I 1 S JJU � J.IIL L JJ� ILS 1 (D DOUBLE TOP PLATE w/ EDGE NAILING (STAGGER) QF TOP PLATE SPLICE AND NAILING PER PLANS. SEE SHEARWALL SCHEDULE FOR LUMBER GRADE). LAP 4'-0" MINIMUM. CENTER SPLICE ON STUD. QB EDGE NAILING AT ALL PANEL EDGES. BACK w/ ©HOLDOWN PER SCHEDULE AND PLAN 2x BLOCKING OR BACKING ©EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) H COORDINATE ALL STUD AND PLATE SIZES O STHDB w/ SHEARWALL SCHEDULE REQUIREMENTS QD STUDS ® 16" o.c. 8' QE P.T. SILL PLATE w/ EDGE NAILING & ANCHOR QJ EDGE NAILING TO POSTS. TRIM STUDS AND KING STUDS BOLTS PER SHEARWALL SCHEDULE (PROVIDE (24) 16d A MINIMUM OF 518"dia. ANCHOR BOLTS ® OK BEARING STUD FOR HEADER 48" o.c., EMBEDDED 7" MIN.) STRAP STND SHEARWALL ELEVATION EBAR IN SHEAR 12' MIN. REBAR LENGTH IRNER NOTES, 1, DOUBLE EDGE NAILING 2, FLOOR SHEATHING 3. JOIST PER PLAN 4, JOIST HANGER PER PLAN 5, WOOD BEAM PER PLAN A SIMPSON ST36 STRAP TIE ACROSS BEAM TOP PL OR BEND VERT TO POST 1 .rte DOUBLE TOP PLATE (2) 16d BEAM DOUBLE 2 X STUDS, MINIMUM BEAM TO FRAMING ni '7 WOOD HEADF NOT TO SCALE W MFB BY ZONE FOUR - USE 1/4x3x3 PLATE WITH DOUBLE NUT AT BOTTOM OF ANCHOR BOLT, HOLDOWN NOTES, 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH f'c=2,500 psI. 3. HD14A, HD20A & HD15 REQUIRE A 6x MIN, 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 BEAM �n1 BEAM PARALLEL D NOTES 1. WOOD STUD WALL 2. WOOD HEADER PER PLAN 3, (2) 16d TOENAILS EACH SIDE, EACH END 4. (2) 16d AS SHOWN 5, RUN VERTICAL STUDS UP PAST HEADER AS SHOWN - USE DOUBLE KING STUDS FOR OPENINGS GREATER THAN 5'-0' 6, (2) 16d @ 12' O,C, 7, 16d @ 12' D.C. STAGGERED BOTH SIDES 8, DOUBLE STUDS UNDER HEADER BEARINGS FOR OPENING WIDTHS GREATER THAN 5'-0' NOTES 1. 16d 2 6' O.C, 2. EDGE NAILING 3, 2x BLOCKING 4, FLOOR SHEATHING 5, JOISTS PER PLAN 6. SHEARWALL BELOW - SHEATH AND NAIL PER SHEARWALL SCHEDULE JOIST AT WOOD STUD WALL NOT TO SCALE (2) 16d SIMPSON ST STRAP TIE DOUBLE 2 X STUDS, MINIMUM SIMPSON LTP5 EA FACE DOUBLE TOP PLATE A35 CLIP DOUBLE STUD �1 BEAM ON TOP PLATE V n� 13 NOTES, 1. EDGE NAILING 2, CONTINUOUS FASCIA WITH (2) 10d NAILS INTO EACH OUTRIGGER @ 24• D.C. 3. 2x4 OUTRIGGER @ 24' O.0 4, (2) IOd NAILS PER TRUSS 5, SIMPSON A35 CLIP AT EACH OUTRIGGER 6. GABLE END TRUSS - SHEATHING AND NAILING PER SHEARWALL SCHEDULE 7. 16d @ 6' O,C. BOTTOM TRUSS CHORD TO 2x6 BLOCK 8, 2x4 BRACE @ 48' O.C, WITH SIMPSON A35 CLIP EACH END 9. 2x6 FULL LENGTH, w/ 16d @ 6' O.0 TO TOP PLATE g OT TO SGABLE END TRUSS NCALE NOTES, 1, BASE PLATE NAILING PER SHEARWALL SCHEDULE 2. FLOOR SHEATHING 3, FLOOR JOISTS PER PLAN 4. 2x CONTINUOUS RIM WITH (2) 10d PER JOIST 5, SHEATHING AND NAILING PER SHEARWALL SCHEDULE 6, 16d @ 6' D.C. 7, SHEAR PANEL EDGE NAILING FLOOR TO FLOOR W. NOT TO SCALE ROOF TRUSS PER PLAN DIAPH. EDGE NAILING ® 24" O.C. SHEARWALL-- EDGE NAIUNG VENTILATION MAY BE REQUIRED AT BLOCKING VERIFY METHOD w/ ENGINEER PRIOR TO CONSTRUCTION. TRUSS/SHEARWALL CONNECTION 3 on NOTES: 1. TOP PLATE SPLICE OVER STUD ONLY. 2. DOUBLE TOP PLATE 3. WOOD STUDS OF TOP -UP POST P NOT TO SCALE NOTES, L (6) 16d, TYP, 2, (4) 16d, TYP, 3, FULL HEIGHT STUD 4, CONTINUOUS DOUBLE TOP PLATE 5, HEADER AS PER PLAN, SAME WIDTH AS WALL 6. (2) CRIPPLE STUDS FLOOR TO FLOOR STRAP CONNECTION START NAILS 1 1/2' UP FROM END OF STUD BOTTOM NAILS PRE-BENT IN, 2-2x OR 4x 38 NAILS MIN, LENGTH 21' AILS REWD FACE NAILS BEAM PER PLAN gee It U IF M ej HOLDOWN SCHEDULE MODEL ANCHOR BOLT THRU BOLTS OR NAILS EMBEDMENT LENGTH MIN, EDGE DISTANCE STHDB STRAP (24) 16d 8' 1 1/2' STHD8RJ STRAP (24) 16d 8' 1 1/2' STHD10 STRAP (28) 16d 10' 1 1/2' STHDIORJ STRAP (28) 16d 10' 1 1/2' STHD14 STRAP (38) 16d 14' 1 1/2' STHD14RJ STRAP (38) 16d 14' 1 1/2' HDU2 5/8' DIA (6) SDS SCREWS 11' 1 3/4' HDU4 5/8' DIA (10) SDS SCREWS 11' 1 3/4' HDU5 5/8' DIA (14) SDS SCREW 16' 1 3/4' HDUB 7/8' DIA (20) SDS SCREWS 16' 1 3/4' HD14A 1' DIA (4) 1' DIA 21' 1 3/4' HD20A 1' DIA (4) 1' DIA 21' 1 3/4' PHD5-SDS3 5/8' DIA (14) SDSI/4x3 III �y 14 PHD6-SDS3 7/8' DIA (18) SDSI/4x3 14' P, PHD8-SDS3 7/8' DIA (24) SDSI/4x3 16' ^ MST37 STRAP (42) 16d In DBL. STUD CENTER o RIM JOIST ti MST48 STRAP (46) 16d In DBL, STUD CENTER o RIM JOIST MST60 STRAP (56) 16d CENTER o RIM JOIST T2-84-6 w 3/4' A449 (8) 1/2' DIA 14' 3 1/2' W MFB BY ZONE FOUR - USE 1/4x3x3 PLATE WITH DOUBLE NUT AT BOTTOM OF ANCHOR BOLT, HOLDOWN NOTES, 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH f'c=2,500 psI. 3. HD14A, HD20A & HD15 REQUIRE A 6x MIN, 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 BEAM �n1 BEAM PARALLEL D NOTES 1. WOOD STUD WALL 2. WOOD HEADER PER PLAN 3, (2) 16d TOENAILS EACH SIDE, EACH END 4. (2) 16d AS SHOWN 5, RUN VERTICAL STUDS UP PAST HEADER AS SHOWN - USE DOUBLE KING STUDS FOR OPENINGS GREATER THAN 5'-0' 6, (2) 16d @ 12' O,C, 7, 16d @ 12' D.C. STAGGERED BOTH SIDES 8, DOUBLE STUDS UNDER HEADER BEARINGS FOR OPENING WIDTHS GREATER THAN 5'-0' NOTES 1. 16d 2 6' O.C, 2. EDGE NAILING 3, 2x BLOCKING 4, FLOOR SHEATHING 5, JOISTS PER PLAN 6. SHEARWALL BELOW - SHEATH AND NAIL PER SHEARWALL SCHEDULE JOIST AT WOOD STUD WALL NOT TO SCALE (2) 16d SIMPSON ST STRAP TIE DOUBLE 2 X STUDS, MINIMUM SIMPSON LTP5 EA FACE DOUBLE TOP PLATE A35 CLIP DOUBLE STUD �1 BEAM ON TOP PLATE V n� 13 NOTES, 1. EDGE NAILING 2, CONTINUOUS FASCIA WITH (2) 10d NAILS INTO EACH OUTRIGGER @ 24• D.C. 3. 2x4 OUTRIGGER @ 24' O.0 4, (2) IOd NAILS PER TRUSS 5, SIMPSON A35 CLIP AT EACH OUTRIGGER 6. GABLE END TRUSS - SHEATHING AND NAILING PER SHEARWALL SCHEDULE 7. 16d @ 6' O,C. BOTTOM TRUSS CHORD TO 2x6 BLOCK 8, 2x4 BRACE @ 48' O.C, WITH SIMPSON A35 CLIP EACH END 9. 2x6 FULL LENGTH, w/ 16d @ 6' O.0 TO TOP PLATE g OT TO SGABLE END TRUSS NCALE NOTES, 1, BASE PLATE NAILING PER SHEARWALL SCHEDULE 2. FLOOR SHEATHING 3, FLOOR JOISTS PER PLAN 4. 2x CONTINUOUS RIM WITH (2) 10d PER JOIST 5, SHEATHING AND NAILING PER SHEARWALL SCHEDULE 6, 16d @ 6' D.C. 7, SHEAR PANEL EDGE NAILING FLOOR TO FLOOR W. NOT TO SCALE ROOF TRUSS PER PLAN DIAPH. EDGE NAILING ® 24" O.C. SHEARWALL-- EDGE NAIUNG VENTILATION MAY BE REQUIRED AT BLOCKING VERIFY METHOD w/ ENGINEER PRIOR TO CONSTRUCTION. TRUSS/SHEARWALL CONNECTION 3 on NOTES: 1. TOP PLATE SPLICE OVER STUD ONLY. 2. DOUBLE TOP PLATE 3. WOOD STUDS OF TOP -UP POST P NOT TO SCALE NOTES, L (6) 16d, TYP, 2, (4) 16d, TYP, 3, FULL HEIGHT STUD 4, CONTINUOUS DOUBLE TOP PLATE 5, HEADER AS PER PLAN, SAME WIDTH AS WALL 6. (2) CRIPPLE STUDS FLOOR TO FLOOR STRAP CONNECTION START NAILS 1 1/2' UP FROM END OF STUD BOTTOM NAILS PRE-BENT IN, 2-2x OR 4x 38 NAILS MIN, LENGTH 21' AILS REWD FACE NAILS BEAM PER PLAN gee It U IF M ej e .� oe 0 � • "o X o �y 14 M C P, N O WD ^ o A ti N Ir -I W m M h J MSTC4813SCALE: AS SHOWN 3 INSTALLATION DATE: Jan. HO - ON�/ NO RIM JOIST DRAWINGNUMBER 4 NOT TO SCALE 11081-20 SHEET S3