4428 RIVERFRONT BLVD 2017 Plans 2025-08-29

SHEARWALL SCHEDULE 7/16" APA RATED SHEATHING W/ HEM -FIR STUDS AND HEM -FIR PLATES WALL PANEL FIELD BOTTOM PLATE Q RIM OR BLOCKING TO TOP PLATE CONN. FRAMING FOUNDATION ANCHOR BOLT SHEARWALL PER PLAN TYPE EDGE NAILING NAILING AT ADJOINING SILL PLATE SPACING o (1) ROW BOTTOM PLATE NAILING PER (3) ROWS SHEATHING 0.148"x3.25" LTP4 DIRECT NAILING A35 ONLY 10 PANEL 5/8 DIA. co • RE: 14/81.1. & 10/S1.1 SHEARWALL SCHEDULE RE: 14/81.1 & 10 f S1.1 (1)(4)ROWS SPACING TOENAIL TO FRAMING EDGES UP 7" EMBED 0 °' RE: 2/S1.1 RE: 14/51.1 & 10/81.1 P6TN 7/16' SHT. 6' O.C. 12' O.C. (1) 4' O.C. 4" O.C. N/A N/A 2x 2x 48» O.C. FOR BALANCE - ONE SIDE PEN FLOOR SHEATHING 3x 48 O.C. OF SECTION RE: 2 51.1 » " " » » % .1 O.C. U RE. NOTES SECTION 061fi0 P6 7/16 SHT. fi O.C. 12 O.C. (1) 4 O.C. N/A 24 O.C. i6 O.C. 2x ,+, FOR BALANCE FLOOR DIAPHRAGM EDGE NAILING OF SECTION ONE SIDE 3x 48" O.C. Z � .-. RE: NOTES SEC11ON 06160 7/16" SHT. 2x 32" O.C. w P4 ONE SIDE 4" O.C. 12' O.C. (2) 6" O.C. N/A 16" O.C. 12" O.C. (2)2x OR 3x 3x 40" O.C. 2x BLKG. W/.148"DIA.x3 0 3"OC o co co BLOCK TO RIM 7 16" SHT. » » » » " co CD 2x CONT. RIM P3 3 O.C. / 12 O.C. (2) 4 O.C. N/A 12 O.C. 10 O.C. (2)2x OR 3x 2x 24� O.C. ® o ONE SIDE 3x 22 O.C. as L 9LCQ SHEARWALL PANEL EDGE NAILING co CONT. 4x RIM 7/16" SHT. 2" Q.C. 12" O.C. 3 " » " 2x 18" O.C. 0 � PEN 2x CONT. RIM PER SCHEDULE P2} 3x 24 O.C. � ( 6 O.C. N/A 1 p O.C.p,C, i 0 O.C. 2 2x OR 3x » PEN - ONE ODE .� � 2P4 7/16" SHT. 4' O.C. 12' Q.C. (3) 5' O.C. N/A 10" O.C. 10" O.C. (2)2x OR 3x 2x 16N O.C. RIM/BLOCKING TO TOP PLATE BOTH SIDES 3x 20 O.C. W � � RIM/BLOCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE CONK. PER SHEARWALL SCHEDULE 7 1fi" SHT. 2x 12" O.C. - o CONN. PER SHEARWALL CONN. PER SHEARWALL " 2P3 / 3 O.C. if O.C. (3) 4' O.C. N/A 8' O.C. 8' Q.C. (2)2x OR 3x " 0 SCHEDULE A35/LTP4 A35/LTP4 W/(12) 0.131 DIA. X BOTH SIDES 3x 16 O.C. SCHEDULE A35 f LTP4 W/{12) 2 1/2» " W f {12} 0.131" DIA. X 2 1 /2" 7 16» SHT. " " 2x 8 O.C. 0.131" DIA. X 2 1/2' 2P2 / 2 O.C. i2 O.G. {3) 3 O.C. N A " » R » U •� � SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN BOTH SIDES / fi O.C. 6 O.C. {2)2x 3x 3x 12 O.C. D z � SCALE: NONE SCALE: NONE � � °ro � SHEARWALL SCHEDULE NOTES: � TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION 1. STUDS SHALL NOT BE SPACED MORE THAN 16' O.C.. 2 3 2. RE: S1.0 SECTION 06100 ROUGH FRAMING FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE.P6TN & P 6 P 4 & P 3 P 2 2 P 4 2 P 3 2 P 2 3. RE: S1.0 SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHAM BE APPLIED DIRECTLY TO FRAMING. 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2' NOMINAL OR WIDER FRAMING. SEE NOTE 5. 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3' NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT 'P6'. PROVIDE 3X3X0.229" PLATE 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR WASHER 0 EA. ANCHOR (TYP. FOUNDATION SILL PLATE AND STUDS ��`�., FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. U.N.O.) PER SHEARWALL SCHEDULE (TYP.) 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2"). 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148 X 3.25 ). 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. S 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BATS IS NOT ALLOWED.] o 11. GALVANIZED 3' X 3' X 0.229' (MIN.) PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT - SEE 8 THIS SHEET FOR PLACEMENT REQUIREMENTS. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2' (0.131" X 2 1/2') NAILS. RE: DETAILS 1, 2, & 3. '~ ANCHOR BOLT PER SHEARWALL 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1/2-) NAILS. RE: DETAILS 1, 2, & 3. a 6 SCHEDULE • . . • • ' 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. � w o y - ° 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. �� • 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. ? •_ . a ° 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. -_ 0 A A. a : a o i8. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/S1.2 SLM. AND BOTTOM PLATE NAILING. » " A. .,4 19. WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2 OR 3/8 GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148 DIA X 3 LONG) ° SHEARWALL SCHEDULE Co Lo cn RIM JOIST HEAD -OUT FOR : d° ° . �• �. a a PLUMBING, MECH., FOUNDATION PER PLAN a PLYWOOD ROOF SHEATHING ¢ o o 0 1 n ETC. cj LLacl- SCALE: 3/4" = 1'-0' SIMPSON LTP4 " 10 Q o 0 0 � M SIMPSON LTP4 W/(12) 0.131 DIA. X 1 1/2 DIAPHRAGM EDGE NAILING 5 TYP. SHEARWALL ANCHOR BOLT TO CONC. W/(12) 0.1.31" DIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMING w o i = i 2x1O WHEN APPLIED OVER SHEATING TRUSS/JOIST BLOCKING w o NOTE: PLATE WASHER SHALL EXTEND WITH 1 /2" OF EDGE OF BOTTOM SCALE: NONE _ _ Lo N • BLOCKING CONNECTION TO w i i PLATE ON SIDES) WITH SHEATHING. PROVIDE STAGGERED/OFFSET • .. _ _ _ _ _ L)2io HANGER 6 TYPICAL SIMPSON LTP4 -- -_ -- __-_--_--- -= - _- --r-1= TOP PLATE i PLACEMENT AS SHOWN ELSE OVESIZE PLATE WASHERS. AS REQUIRED. o EA. END I I 11 I I I I I �- I.�.�,....... .�.�}�I•.. z Z i 1'I I 1 I'I } •} I PANEL EDGES......::1: :. o a U210 HANGER - I I I I I I I 1 "1�' I'1 2xlO JOIST PER PLAN (16" O.C. U.N.O. PER o o I cn z z Q Q •I I I I.I I.1 I I.} I.......... } L.I . cn o � Q i PLAN) N L SHEARWALL BEYOND PER } I I - _ - I- - _ - - - I I I.1. . �' w `z ► 2x10 LIJ CD►� w ¢ SHEAR WALL SCHED. TYP. (( I C-1 -1 li - L I- I I } s� C U cn w w (I I II II I o �- N � � � � CONTINUOUS COIL STRAP �c cn � � DRAG STRUT PER PLAN I'I I 1 I I � a 1 FOR JOIST SPANS UP TO _ I I I I i1'-0" A SINGLE JOIST JOIST PER PLAN - TYP. } o z � .ac � Q � w } NOTE: MAY BE HEAD OFF TO n- �- I MINIMUM SIZE OF SHEATHING z K' `v w • ADJACENT SINGLE JOISTS � " " 1'-4" d � SHALL BE 2 0 X 4 -C --f--- DEDICATE STUD BAY AT °� °---t PLYWOOD FLOOR SHEATHING BLOCK All PLYWVD. EDGES END OF SHEARWALL FOR s " FRAMING MBERBY r i FOR JOIST SPANS z z z RE; NOTES 06160 HOEDOWN. BETWEEN 1 i'-O AND o 1 / ' M o 0 o BOTTOM PLATE CONNECTION 16'-0" ADD ADDITIONAL r ® • I --BLOCKING OR BEAM RE: 1, 2 & 10/S1.1 I } } i 2x10 JOIST ADJACENT TO I. I I'i. :.:.:.:.:.:.:.:.:} • •.I' HEAD OUT. 1 3/4" MIN. 1 3/4" MIN. 1 3/4" MIN. 1 3/4" MIN. PER PLAN j } j.......... ADD L STUDS FOR HOEDOWN i 1 3/4" MIN. DIAPHRAGM EDGE NAILING I I•..........I•I PER SCHEDULE. 2" MAX. 2" MAX. 2" MAX. 2" MAX. SHEARWALL BEYOND PER I I [ I I I.I'I. • 2" MAX. SHEARWALL SCHED. TYP. I I z i NOTE: JOIST HEAD -OUT IS I I I I I I' }'I FOR UNIFORMLY LOADED nrl .I.......... 1 11 W i i FLOOR JOISTS ONLY CONTINUOUS COIL STRAP I I I I i�.....:. _ I P. CONT. 2x RIM a -- � _-- _----- --__ � -__ � * I I I I I I I I I' I'I W/BLOCKING IF REQUIRED L-------------- Z t DRAG STRUT PER PLAN I I I +T. g illi ii ti ii ii } I I , . . . . . 1 1 r+� r Ili rrl- r �i ii CS20 ..� I t.... _ I �L I JJ -. ' fi�� _7 WALL BELOW 0.148' DIA. X 2 1/4' AT 6' O.C. WALL ABOVE PLAN -JOIST HEAD -OUT STAGGERED " BLOCKING OR CONT. RIM CONNECTION 2x4, 3x4 PLY ONE SIDE 2x4, 3x4 PLY TWO SIDES 2x6, 3x6 PLY ONE SIDE 2x6, 3x6 PLY TWO SIDES (14) 0.148 DIA. X 2 1/4 AT TO TOP PLATE © Q 7:$ SCALE: 3/4" = 1'-0" SCALE: 3 4" = 1'-0" - SHEARWALL 01 / SCALE: 3 f 4" 1'-0" _ _ _ _ _ _ _ HOEDOWN PER PLAN . , .. , SEE SCHEDULE RE: 1O/S1.2 ct 7 TYPICAL JOIST HEAD -OUT DETAILS 8 ANCHOR BOLT PLACEMENT DETAILS 9 TYPICAL DRAG STRUT DETAILS ��=---=1 �_ F - �.*. ..ter PROVIDE PANEL AT NAILING AT END OF WALL STUDS THAT 1. EXTERIOR BEARING I I I I } ( I I I FRAMING AT 5 7 1'i. I•I.1 ATTACH TO HOLDOWNS TYPICAL SUPPORT ('} i 101 101 I PANEL EDGES I I I (} 1 } 'jY (•} f b AT ADJOINING PANEL EDGES PROVIDE } I i (( I ( ( I I (: } .:. � . � . � . � , � . � � ..: PANEL EDGE NAILING AND FRAMING PER SIM. 0 (2) 2x FRAMING AT (1) 1 1/2" (2) 1 1/2" CONT. / ( I I I I I I i I ( I ROOF/FLOOR SHEATHING NOTES ( ; SHEARWALL SCHEDULE (STAGGER NAILS) Q5 O ADJOINING PANEL EDGES. CONT. RIM RIM PLUS BLOCKING SOLID I ( `� I I I I I III I I I I I I I BELOW BELOW RIM I I ( I i •I I - - •� - - - I •I I .. BLOCK ALL PLYWOOD EDGES NOT BELOW I �.� I I � 1'` I ( 1, BOUNDARY NAILING AT ROOF OOR PERIMETER, AT CONT. 1 - -0- c�3 '' I I � I ( -� � I PANEL EDGES B.N. � ( (� � � I � SUPPORTED BY FRAMING MEMBERS AND ` { ) I } ( I NAIL W/PANEL EDGE NAILING 5 7 RIM TO BLOCKING I i I ( I I �' 1( I I 1 2. PANEL EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD I (I I ( I I Cn O .148"DIA.x3" AILS - �' �' ,. '' �. �'' SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS I •} I 1 I ( GALVANIZED ANCHOR BOLT RE: 5 S1.1 N N I I I 1 I I I I I I ......... , » / �--z 0 3"OC TYPICAL I ( �' K I I 3• I INTERIOR FIELD NAILING F.N. 12" O.C. AT BEARING SUPPORTS I I I I FIELD 1. I. I. W/ 3 X 3 X 0.229 GALVANIZED WASHER W = W = (� �. I 3, ( ) I I I.�.......... } I'. DIA./SPACING PER SHEARWALL SCHEDULE. i1 C N 0- ` .- NAILING ,/ '� •� '' 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE ( 7 I ( I' I I ct o 3 I I I ( FOUNDATION SILL PLATE I I . �......... I I'.I . STAGGER NAILING 1 1 4" 3 4" i ,r 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR 8 . � � ' / / ,� I I � I I .� I I I I I I (} RE. SHEARWALL SCHEDULE FOR SIZE (( '' I 2 TO TRUSS FRAMING & FLOOR FRAMING. O II II I II '� � � (1) ROW (2) ROWS (3) ROWS `> ,� » HOEDOWN ANCHOR PER PLAN CENTERED ON CENTERED ON CENTERED ON I I I I ( I I I I `f I 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8 I } (. I.I I I I.I (1 SEE SCHEDULE R • 10 S1 03 A RIM BELOW RIM & BLKG BELOW RIM BELOW I .� � I I � � � I } ,,.'� � I I � I ,- " ,- " I I I I I ( I I I (�.'... _.' ._ .... .I. � � E / •2 7, MINIMUM PLYWOOD SHEET SIZE 2 0 X 4 0 11 11 11 I I 1 1 I I (. }. I' . I I ( I CONCRETE FOUNDATION 4� P6TN 8c P6 P4 8c P3 P2 8 NAILS SHALL NOT BE OVER DRIVEN _�L__0 '001Z I ___LI___ L____ -_ 11__ .L.�� • ' > 0 .d, ^ ^ a Ii ^ : ^a}}:: '� ^ __ PROVIDE MINIMUM OF TWO BOLTS PER PLATE WITH ONE BOLT NOT LOCATED ^ a a : a ° . a . ^ a J MORE THAN 12 INCHES OR LESS THAN A ^ �+ ^ a a ^ (7) BOLT DIAMETERS FROM THE END. 10 SCALE: NONE SCALE: NONE SCALE: NONE - SEE DETAIL 8 THIS SHEET 10 11 TYPICAL ROOF/FLOOR SHEATHING LAYOUT 12(ELEVATION)BOTTOM PLATE NAILING PATTERNTYPICAL SHEARWALL NOMENCLATURE