Loading...
0000.0018 2020.11.16 NHD RL 1318 AC Palisades Lot1:> a T 0. LL lI7 d Q 0 Q J x 72 m rn m a T if ul 0 cr- ru cr- Lu a t 06 n �i 0 N O N L(] r r Vo A.B. @ 36'o/c 2'x4' PT PLATE 80 10 i #4 H❑RIZ. @ 18'o/c H JOIST 16'o/c TE Q w a FINISH GRADE (ALT HOOK) V ■ Q ct •rt ■ bA n �r A v z Q Q NMIN. 24' BETWEEN STEPS (2)#4 IN FTG, � N 0 3 U w TO COMPLETION OF BASEMENT SLAB Q ° Do AND FIRST FLOOR DIAPHRAGM 2 x 42' MAX�y ., .� i I f i� 3}�' MIN. U w 2 CL ❑ ❑ U Q Q #4 VERT, @ 18'o/c w a FINISH GRADE (ALT HOOK) V ■ Q ct •rt ■ bA n �r A v z Q Q NMIN. 24' BETWEEN STEPS (2)#4 IN FTG, � N 5' MAX BACKFILL HT. PRIOR $. TO COMPLETION OF BASEMENT SLAB Q Do AND FIRST FLOOR DIAPHRAGM 4"• x 42' MAX�y ., .� i I f i� 3}�' MIN. 00 CD ---------------------- �16 2'x6' @ 16'o/c P❑NYWALL SHEATHING 8d @ 4'o/c ■� W ., w/7/16' w/ 0 0 #5 VERT, @ 9'o/C �j'j EDGE NAILING k c*� (ALT H❑❑K)L, N N L ° VoAB, @ 30'o/c r••*y ,� MIN. 2 PER STEP DJ I -TYPICAL FOUNDATI❑N WALL a L 00 r C� Cl # ❑R @ 18'o/c 4 r Z. \ Wo A,B. @ 36'o/c 2'x4' PT PLATE. z ao 4: 4 4' C❑NC, SLAB A #4 H❑RIZ. @ 18'o/c #4 VERT, @ 18'o/c (ALT HOOK) (2)#4 IN FTG, 2 -GARAGE FOUNDATION WALL NOTES, 1, (3) 10d PER BLOCK 2. J❑IST PER PLAN 3. FLOOR BEAM PER PLAN 4. PLYWOOD SHEATHING 5. BL❑CKING 6. 4x OR 6x POST WITH SIMPS❑N A35 EACH SIDE 7. CONCRETE F❑❑TING 8. EDGE NAILING 9. 2x WOOD CLEAT OR SIMPSON POST CAP 3—TYPICAL INTERI❑R SPREAD F❑❑TING NTS �36.� V FTG. 7F PIPE IN DRAIN ROCK 'ED IN FILTER FABRIC 4 -BASEMENT RETAINING WALL POST PER PL C❑NC, SLAB 4 CONT. 5 -TYPICAL THICKENED EDGE SLAB �4'=1'-0• 24' MAX S' 24' 6-TYP, E❑❑TING/STEMWALL STEP 4'4"=1'-0' STEM WALL PER PLAN FO❑TING PER PLAN SCALE: AS SHOWN DATE: Nov. 2020 DRAWING NUMBER 11318 . I S1.1 w 00 �1 ct •rt bA n A v Q SCALE: AS SHOWN DATE: Nov. 2020 DRAWING NUMBER 11318 . I S1.1 ISI bA � •� � N � Do i�/Z 0 0 h c*� L ° aLO 00 C� Cl W c� SCALE: AS SHOWN DATE: Nov. 2020 DRAWING NUMBER 11318 . I S1.1 Si If 6`x6" PT POST w/ACE6 POST CAP/BASE I MANUFACTU D TRUSSES @ 24'o/c ( Y OTHERS) w l7 A W fi!l:Tii�,�6��"ll•Ty�1�iE.��aT_l�I:��y� 10 HANGER x OR 4x POST (TYR) MANUFACTPRED TRUSSES @ 24"o/ (BY OTHERS) HDR � � Q cctoa M 00 n w > 00 � cn *Poo m z z to r � � 3O V > L. W 0 r� M v1 Q P. � to N ar Q N O H �W ra. SCALE: ae DATE; Nov. 2020 DRAWING NUMBER 11318 U S3 W rn � 0 7 Ss] oa w F- 0 z � � Q cctoa M 00 n w > 00 � cn *Poo CA o to r � � c > a 0 r� M v1 Q P. � to N ar Q I �`v JP 00 FLAT VALLEY00 (�] I pp m <� 6'x10' HDR _ GIRDER TRUSS _ Q —MANUFACTURED IHDR HDR MANUFACTUR D TRUSSES - @ 24'o/c (BY OTHERS) MANUFACURED TRUSSES _L�R_ _ 1 @ 24°o/ (BY OTHERS) 114'=1'--0' 6'x6' PT POST w/ACE6 POST CAP AND ABU66 POST BASE MANUFACTURED TRUSSES @ 24'o/c (BY OTHERS) r- - 3Y2'xl2' GL HDR (19'-6' LONG) ROOF FRAMING NOTES: • ALL WNDOW/DOOR HDR TO BE 4"x8" HF#2 U.N.O • ALL WNDOW/DOOR HDR JACK STUDS TO BE (1)2x U.N.❑ M 00 n > 33 � cn CA o to r � � M v a r� M v1 Q P. � to N ar Q N �W SCALE: AS SHOWN DATE; Nov. 2020 DRAWING NUMBER 11318 S3 SHEARWALL SCHEDULE MARK MINIMUM SHEATHING EDGE NAILING FIELD NAILING SOLE PLATE NAILING SILL PLATE CONN. @ FND. ONE 6 x FACE 8d 0 6"o.c. d ® 12"o.c. (2}16d ® 16"o/c 8 w�2ac xBTM. PLATE ® 7/16" COX ONE FACE 8d 0 4ao.C. 8d 0 12-o.c. (2)16d ® 12"o/c 518"dia. ® 36" o.c. w/ 2x BTM. PLATE ® 7/16" CDX ONE FACE 8d ® 3"o.c. 5d ® 12"o.c. (2)16d 0 8"0/0 5/8"dia. 0 30" o.c. w/ 3x BTM. PLATE ® 15/32" CDx ONE FACE 10d 0 4"o.c.1Od ® 12"o.c. (2)16d ® 8"0/c 5/8 -dia. ® 24" o.c. w/ 3x BTM. PLATE ® ONE3FACE x 10d ® 3"o.c.10d 0 12"o.c. (2)16d 6"a/c w%83xoBTM. 1PLATEc. SHEARWALL_ NIITESi 1, ALL STUDS AND BLOCKING SHALL BE HF#2 ALL TOP AND BOTTOM PLATES SHALL BE HF#a. 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. 2. WHERE SHEATHING NAILING IS A ® DR GREATER, FOUNDATI❑N 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 H❑LDOWNS 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 STHD1 8d @ 3'v/C GRID TO HDR (2)104 LSTA24 STRAP _&' OSB/PLYWOOD 8d @ 3'o/c TO ALL PLATE, STUDS AND BLOCKING STHD14 (2)%'0 ANCHOR BOLTS I fF kt n■__rr C]I ATr m z l 7- O F- a_ L) W w F- A v v 3 1%c w ❑ ❑ r1 ¢ ¢ O F- a_ L) W w F- A v PORTAL FRAME (SEE DETAIL) PORTAL FRAME (SEE DETAIL) 0 11 � W 1%c 00 1 -PORTAL FRAME ELEVATION (GARAGE), C;3 '~ 00 NTS00 00 �D � 3 � RE it •IAV N Ci V] N ❑ 'd PORTAL FRAME (SEE DETAIL) PORTAL FRAME (SEE DETAIL) 0 11 � W 00 00 �D � 3 � RE it M N 'Q N ISCALE: AS SHOWN ■ DATE: Nov. 2020 DRAWING NUMBER 11318 S4 • BASEMENT SHEARWALL PLAN FIRST FLOOR SHEARWALL PLAN >~ � 3 � RE it •IAV N Ci V] N ❑ 'd Q °Q 0 V7 c M � OIL • is d � �"ZVV1 i. G 0 W � M N 'Q N ISCALE: AS SHOWN ■ DATE: Nov. 2020 DRAWING NUMBER 11318 S4 STRUCTURAL NOTES: DESIGN CRITERIA 1. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE 2. VERTICAL LOADS: ROOF FLOOR SNOW LOAD 25 psf LIVE LOAD 25 psf 40 psf DEAD LOAD 15 psf 12 psf 3, LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO WOOD SHEARWALLS AND THENCE TO FOUNDATION WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH. 4, SNOW DESIGN DATA (ASCE 7-10) FLAT SNOW LOAD, Pf: 23.1 psf SNOW EXPOSURE FACTOR, Ce: 1.0 SNOW IMPORTANCE FACTOR, Is: 1.0 THERMAL FACTOR, Ct: 1.1 5. WIND DESIGN DATA (ASCE 7-10) WIND SPEED: Vult=110 mph RISK CATEGORY: II EXPOSURE CATEGORY: B 6. SEISMIC DE51GN DATA (ASCE 7-1 D) SEISMIC FORCE RESISTING SYSTEM: WOOD SHEARWALLS RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR,le:=1 MAPPED SPECTRAL RESPONSE ACCELERATION: Ss=1.6, S1 =0.6 DESIGN SPECTRAL RESPONSE ACCELERATION: Sds=1.0, Sd1=0,55 SITE CLASS: D SEISMIC DESIGN CATEGORY: D SEISMIC RESPONSE COEFFICIENT,Cs: 0.154 RESPONSE MODIFICATION COEPFICIENT,R: 6,5 EQUIVALENT LATERAL FORCE PROCEDURE (ASCE 7 1 2.8.1) DESIGN BASE SHEAR: 7.6k 7. SOIL P PRI BEARING CAPACITY: 1,500 psf LATERAL CAPACITY: 250 psf/ft 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 MST 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 CONFLICT 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. WOOD 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 WCLIB 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 8d 0 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. SUB FLOORING TO BE 23/32" T&G C -D EXTERIOR/EXPOSURE 1 -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 TETE 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%3%1/4" (USE GALVANIZED 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" 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 DIAPHRAGMS. 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 CONCRETE NOTES: 1. MINIMUM 28 DAY STRENGTH 3,000 PSI (f'c-3,000 PSI), UNLESS NOTED OTHERWISE 2. ASTM A615 (Fy=60 KSI) DEFORMED BARS FOR ALL BARS. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE BY THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. 3. MINIMUM SPLICE LENGTHS: #4 BAR --24" LAP; #5 BAR -30" LAP; #6 BAR -42" 4_ MINIMUM CLEAR COVERAGE: CAST AGAINST EARTH -3"; #6 BAR OR SMALLER -2" SHEARWALL SCHEDULE MARK MINIMUM SHEATHING EDGE NAILING FIELD NAILING SOLE PLATE NAILING SILL PLATE CONN. @ FND. HDU2 7/16" CDX ONE FACE 8d 0 6"o.c. Bd ® 12"o.c. (2)16d ® 16"0/c 5/8"dia. ® 48" o.c. w/ 2x STM. PLATE ® 7/16" CDX(2)16d ONE FACE 8d 0 4"o.c. 3d 9 12"o.c. ® 12"o/c 5/8"dia. ® 36" o.c. w/ 2x BTM. PLATE 7/8' DIA 7/16" CDX ONE FACE 8d 0 3"o.c. d ® 12"o.c. (2)16d ® 8"0/0 5/8"dia. ® 3D" o.c. w/ 3x BTM. PLATE OUTRIGGER 15/32" CDH ONE FACE 10d ® 4"a.c.10d ® 12"o.c, (2)16d ® 8"o/c 5/8"dia. ® 24" o.c. w/ 3x BTM. PLATE Al 15/32" CDX ONE FACE 11 O ® 3"c.c.1Od CD 12"o.c. (2)16d 19 6110/c 5/8"dia. ® 18" ox w/ 3x BTM. PLATE SHEARWALL N❑TES1 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. 2, WHERE SHEATHING NAILING IS A ® OR GREATER, F❑UNDATI❑N 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. H❑LD❑WNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS ❑F 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 INT❑ 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 HOLDDWN NOTES, 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2• MIN. CONCRETE COMPRESSIVE STRENGTH F'c=3,000 psi, 3. HD11/8 REQUIRES A 6x6 MIN, POST SIZE, HDU2/4/5 REQUIRES (2)2x MIN, POST SIZE, HD19 REQUIRED MIN. 6xB POST SIZE U N,❑ 4, MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED T❑ 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). ROOF TRUSS PER PLAN DIAPH, EDGE NAILING 1 ® EACH TRUSS SHEARWALL EDGE NAILING S -TRUSS TO SHEARWALL CONN, NTS �1) HOLDOWN SCHEDULE MODEL ANCHOR BOLT THRU OR BOLTS EMBEDMENT MIN, EDGE NAILS LENGTH DISTANCE HDU2 5/8' DIA (6) SDS SCREWS 21' SSTB24 1 3/4' HDU4 5/8' DIA (10) SDS SCREWS 21' SSTB24 1 3/4' HDU5 5/8' DIA (14) SDS SCREWS 25' SSTB28 1 3/4" HDU8 7/8' DIA (20) SDS SCREWS 25' SSTB28 1 3/4' HOLDDWN NOTES, 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2• MIN. CONCRETE COMPRESSIVE STRENGTH F'c=3,000 psi, 3. HD11/8 REQUIRES A 6x6 MIN, POST SIZE, HDU2/4/5 REQUIRES (2)2x MIN, POST SIZE, HD19 REQUIRED MIN. 6xB POST SIZE U N,❑ 4, MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED T❑ 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). ROOF TRUSS PER PLAN DIAPH, EDGE NAILING 1 ® EACH TRUSS SHEARWALL EDGE NAILING S -TRUSS TO SHEARWALL CONN, NTS �1) 12 -TRUSS GABLE ENI? TRUSS NTS I II Il II 11 I`J 11 I II II i! fi I! 1i i1 I 1` - IF Tr - - _11@_11@_11 11 11 1 i II kl I! II II !i i1 I k 11 II 11 II li 11 1! I I f! II I1 II II i1 11 1 F=�lT��f==�1 II II I1 II I I II II 11 11 11 11 II k ! 11 II 1l-=1l-=__�I I�_-_-� I Il 14 II i1 II II II I II II If 11 Ik Ik II I I II I! E I! it II II II I I II !I II 11 nII If ! I it J I _u _1 I it _SII 1 Lam_ O DOUBLE TDP PLATE w/ EDGE NAILING (STAGGER) (E) TOP PLATE SPLICE AND NAILING PER PLANS. SEE SHEARWALL SCHEDULE FOR LUMBER GRADE). LAP 4'-0" MINIMUM. CENTER SPLICE ON STUD. EDGE NAILING AT ALL PANEL EDGES. BACK w/ @G HOLDOWN PER SCHEDULE AND PLAN 2x BLOCKING OR BACKING C EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) COORDINATE ALL STUD AND PLATE MINES w/ SHEARWALL SCHEDULE REQUIREMENTS d STUDS 0 16" o.c. @j EDGE NAILING TO POSTS. TRIM STUDS P.T. SILL PLATE w/ EDGE NAILING & ANCHOR AND KING STUDS BOLTS PER SHEARWALL SCHEDULE (PROVIDE A MINIMUM OF 5/8"dia. ANCHOR BOLTS ® O BEARING STUD FOR HEADER 48" c.c.) I -TYPICAL WOOD SHEARWALL ELEVATION NTS 1) 2) 3) NOTES: 1. TOP PLATE SPLICE OVER STUD ONLY. 2. DOUBLE TOP PLATE 3. WOOD STUDS 5 -TYPICAL SPLICE OF WOOD T❑P PLATE NTS NOTES; 1 16d @ 6' ❑,C Z. EDGE NAILING 3. 2x BLOCKING 4. FLOOR SHEATHING 5. JOISTS PER PLAN 6. SHEARWALL BELOW - SHEATH AND NAIL PER SHEARWALL SCHEDULE 9 -JOIST AT WCIDD STUD WALL NTS SIMPSON ST36 STRAP TIE ACROSS TOP PL OR BEND VERT TO POST DOUBLE TOP PLATE (2) 16d T BEAM SIMPSON ST STRAP TIE DOUBLE TOP PLATE BEAM (2) 16d SIMPSON ST STRAP TIE SIMPSON LTP5 EA FACE DOUBLE TOP PLATE MPSON A35 CLIP DOUBLE 2 X STUDS, MINIMUM DOUBLE 2 X STUDS, MINIMUM DOUBLE STUD A) BEAM PERPENDICULAR B) BEAM PARALLEL C) BEAM DN TOP PLATE 2 -TYPICAL WD17D BEAM T❑ W❑❑D FRAMING NTS N❑TES1 2) 1 EDGE NAILING NOTES, 2. CONTINUOUS FASCIA WITH (2) 1 FLOOR/ROOF SHEATHING 10d NAILS INT❑ EACH DOUBLE EDGE NAILING OUTRIGGER @ 24' ❑ C, 3) 3, 2x4 OUTRIGGER @ 24' Of FLOOR 4, (2) loci NAILS PER TRUSS 4) 5. SIMPS❑N A35 CLIP AT EACH 5) PER PLAN OUTRIGGER 4. 6. GABLE END TRUSS - 6) HANGER PER PLAN SHEATHING AND NAILING PER Cd N SHEARWALL SCHEDULE 77 7, 10d @ 6' ❑ C. BOTTOM TRUSS CHORD TO WALL TOP PLATE 8. 2x4 BRACE @ 46' O.C. WITH ❑ SIMPS❑N A35 CLIP EACH END 9. TRUSSES PER PLAN 12 -TRUSS GABLE ENI? TRUSS NTS I II Il II 11 I`J 11 I II II i! fi I! 1i i1 I 1` - IF Tr - - _11@_11@_11 11 11 1 i II kl I! II II !i i1 I k 11 II 11 II li 11 1! I I f! II I1 II II i1 11 1 F=�lT��f==�1 II II I1 II I I II II 11 11 11 11 II k ! 11 II 1l-=1l-=__�I I�_-_-� I Il 14 II i1 II II II I II II If 11 Ik Ik II I I II I! E I! it II II II I I II !I II 11 nII If ! I it J I _u _1 I it _SII 1 Lam_ O DOUBLE TDP PLATE w/ EDGE NAILING (STAGGER) (E) TOP PLATE SPLICE AND NAILING PER PLANS. SEE SHEARWALL SCHEDULE FOR LUMBER GRADE). LAP 4'-0" MINIMUM. CENTER SPLICE ON STUD. EDGE NAILING AT ALL PANEL EDGES. BACK w/ @G HOLDOWN PER SCHEDULE AND PLAN 2x BLOCKING OR BACKING C EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) COORDINATE ALL STUD AND PLATE MINES w/ SHEARWALL SCHEDULE REQUIREMENTS d STUDS 0 16" o.c. @j EDGE NAILING TO POSTS. TRIM STUDS P.T. SILL PLATE w/ EDGE NAILING & ANCHOR AND KING STUDS BOLTS PER SHEARWALL SCHEDULE (PROVIDE A MINIMUM OF 5/8"dia. ANCHOR BOLTS ® O BEARING STUD FOR HEADER 48" c.c.) I -TYPICAL WOOD SHEARWALL ELEVATION NTS 1) 2) 3) NOTES: 1. TOP PLATE SPLICE OVER STUD ONLY. 2. DOUBLE TOP PLATE 3. WOOD STUDS 5 -TYPICAL SPLICE OF WOOD T❑P PLATE NTS NOTES; 1 16d @ 6' ❑,C Z. EDGE NAILING 3. 2x BLOCKING 4. FLOOR SHEATHING 5. JOISTS PER PLAN 6. SHEARWALL BELOW - SHEATH AND NAIL PER SHEARWALL SCHEDULE 9 -JOIST AT WCIDD STUD WALL NTS SIMPSON ST36 STRAP TIE ACROSS TOP PL OR BEND VERT TO POST DOUBLE TOP PLATE (2) 16d T BEAM SIMPSON ST STRAP TIE DOUBLE TOP PLATE BEAM (2) 16d SIMPSON ST STRAP TIE SIMPSON LTP5 EA FACE DOUBLE TOP PLATE MPSON A35 CLIP DOUBLE 2 X STUDS, MINIMUM DOUBLE 2 X STUDS, MINIMUM DOUBLE STUD A) BEAM PERPENDICULAR B) BEAM PARALLEL C) BEAM DN TOP PLATE 2 -TYPICAL WD17D BEAM T❑ W❑❑D FRAMING NTS 3 -TYPICAL W❑OD FLUSH BEAM NTS NOTES, 3 ¢ 1, (1) NOTES, NOTES, BASE (2) 1 FLOOR/ROOF SHEATHING I. DOUBLE EDGE NAILING SHEAR PANELS OVER RIM 2, DIAPHRAGM EDGE NAILING PER PLAN 2. FLOOR SHEATHING (3) 3, 2x4 FLAT BLOCKING 3 JOIST PER PLAN (4) 4. FLOOR JOISTS/ROOF RAFTERS 4. JOIST HANGER PER PLAN Cd N 5, WOOD BEAM PER PLAN DQ 3 -TYPICAL W❑OD FLUSH BEAM NTS NOTES, 3 ¢ 1, SHEARWALL PER PLAN 2. BASE PLATE NAILING 3. SHEAR PANEL EDGE NAILING 4. BREAK SHEAR PANELS OVER RIM 5. 16d @ 6'o/c 6. PLYWOOD SUBFLOOR 7. FLOOR JOIST PER PLAN 6. (2)2x PLATE, PT BOTTOM PLATE 6 -TYPICAL FLUOR TU FL❑❑R WALL CONN, NTS SHEARWALL SHEA' PER I (1) N❑TES1 (2} 1, FLOOR SHEATHING 8dI14d 2 6'a/c 2. DIAPHRAGM EDGE NAILING PER PLAN (3) 3. 2x4 FLAT BLOCKING (4) 4 FLOOR JOISTS 10 -TYPICAL EL❑❑R BLOCKING NTS SOLE PLATE NAIL 8d/i0d @ 6'( Bd/lOci @ 6'c 4 -TYPICAL W❑OD FLOOR/ROOF BLOCKING NTS FLOOR SHEATHING NG 'JSTS D/c TO TOP PLATE 7 -FLOOR TO INT SHEARWALL NTS 'o/c 6'o/c 11 -TYPE 3/4/5 SHEARWALL EDGE NAILING NTS © wD rn 3 ¢ :,G w ❑ a O a ❑ �- a U a: x x d u ❑ ❑ iJ � 4 D Q_ w z O r/7 7 Lu ce SCALE: AS SHOWN DATE: Nov, 2020 DRAWING NUMBER 11315 I SS w U ,c ❑ Z 00 (7, ~ a$ OCA rn ^~ •�I I� cn Q) rT} V Cd N G� DQ .� SCALE: AS SHOWN DATE: Nov, 2020 DRAWING NUMBER 11315 I SS w U ,c ~ a$ rn n SCALE: AS SHOWN DATE: Nov, 2020 DRAWING NUMBER 11315 I SS U ,c rn .� ❑ -: ❑ � � m � o 0 t� m 01 a o v M I� W M SCALE: AS SHOWN DATE: Nov, 2020 DRAWING NUMBER 11315 I SS