11625 AIRPORT RD 2017 SONRISE CHRISTIAN CENTER Plans 2022-11-28

ENGINEERING STAGGER NAILS ON EA SIDE 250 4TH AVE. S., SUITE 200 OF PANEL JOINT AS REQUIRED EDMONDS, WASHINGTON 98020 PER SHEAR WALL SCHED PANEL EDGE NAILING PHONE (425) 778-8500 PER SHEAR WALL FAX (425) 778-5536 . . . . . . . . . . . . . . . . . . SCHEDULE,TYP -ri-- ----�- fl n n r' rn pqNEL EDGE NAILING INTO I.� I•I I•I I'I I•I �•I I I•I I � I I I I I I I I � � I � � HOLDOWN CHORDS,TYP I � II II II II � � � I � � � � II II II II I . � � � � I I I I I I I � I � � INTERMEDIATE HEADER PER PLAN � � I � � I I I I I I � I I I I NAILING @ 12" OC I.� I•I I•I I'I I•I I.I I �. •I � I � II I II II II � � � I I � I � I I I •I I I I I I I � � I I �� • � � FRAMING AT AD101NING j I j �� SHEATHING PER PLAN AND CRIPPLE STUDS PER I � � � � � � � � . I � � PANEL EDGES PER SHEAR � I I � � SHEAR WALL SCHEDULE PLAN; DO NOT CUT � I I � I.� I•I I� � �•� WALL SCHED • � AWAY MATERIAL FROM � I• I � I I I �� I I � � I I CRIPPLE STUDS j I � I � I I I � � I I j I I I I I I � � HOLDOWN CHORD PER � I•I � I j I I I� � I I I � I I I j I j �� SCHEDULE. REFER TO I I � I � I I I •I I � � � I I I I � I � � TYPICAL BUILT-UP II � I I � I.� I I I� � �•I I'I �•I I�I �. COLUMN DETAIL FULL-HEIGHT � I•I � I � I I I � � I I I I I HOLDOWN CHORD � I I � I � I I I •I I � � � I I I I J L_____ � I10 I � II I � � I .- : . . -�.�-�-�� F,--�- • . . . . . . . I•I � I � I I I � � I -------- ------ --� r------ � ii � ii ii i .i � i ii ii ii I �.� I �� I �' I I�j �� I�I I�I ADDITIONAL END STUD � I I � I � I I I � � I I I I I I IF REQUIRED TO � I I � I j I I I •I I j � � I I I I PROVIDE � I•I � I � I I �' � � I I I I I I I COUNTERSINK FOR II � I I � I � I I I •I I�j � � I I I I HOLDOWN BOLTS � I•I I� I I � I•I � I,j I I I •� I j �•� I•I I•I HOLDOWN ANCHORAGE I � I I I � � I � � I I I I PER PLAN AND SCHEDULE � �1�EV1' C.,;r� ABW/SIMPSONBP � � I I I••� � I � � I I I I o � FOR2x4STUDS, PROVIDESINGLE G•�o� WA�j�cS�,� PL WASHER,TYP I•I I I I�I I�I I�I I�I SIMPSON CNW COUPLER � z WITH 1 1 2" EDGE DISTANCE. FOR 2 1/4" END OC ELSEWHERE W/1 1/2" 1 �� (�°N�'�\� ROW OF NAILS STAGGERED EA SIDE 2 0.131 �x 3 NAILS @ 9' � � I I I••I I j I I I I NUT W/SIZE TO MATCH �Q � DISTANCE,TYP p � • I I PLATE WASHER � N N 2x6 STUDS, PROVIDE(2) ROWS OF EDGE DISTANCE I I I I I � I I I I HOLDOWN ANCHORAGE ~ � � � I I I I I I 3 x 4 1/2 x 0.229 NAILS SPACED AT 2 1J2 W/1 1/2 PT SILL PL PER SHEAR � � � I I o TOP CHORD 3" OC p WALL SCHED I I I •I A I � � � I I I I W/MAX 1 3/4"SLOT EDGE DISTANCE SPLICE SPACING � �L F� ti I�I I� I I�j �� I�I I�I s`sI011TAL � i------i -- ' - J1__ � � I I I I PANEL EDGE � �a . . . . . . _1L______��______� NAILING PER SHEAR � � � � � � � � a ° 9" OC MAX SPACING BETWEEN I I = z I I I I %fl-�--�--I�l--�--�- WALL SCHED I I XX/XX/XX ADJACENT NAILS IN A ROW II � g II II I I I I I a` � � Q �� I I I I I � CONTINUE HOLDOWN CHORD I I ° ADJACENT NAILS IN A BOTTOM � I I I I I � TO FOUNDATION ROW ARE TO BE (2) ROWS OF(8) 0.131"�D x 3" CHORD I I I I I � DRIVEN FROM NAILS @ 3" OC EA SIDE OF SPLICE SPLICE _ _ _ 1L_�_ �1L�_-�__1 OPPOSITE SIDES,TYP -1 I I-1 I I- �, ING A ' I-1 I I- ii ii SECTION A-A I I CONCRETE FOOTIN6 PER PLAN AND SHEAR II I I �( SCALE: 1 1/2" = 1'-0" OR P/T SLAB WALL SCHEDULE,TYP � RIM BOARD � �\ �� OR BLOCKING 11 0.131"�x 3" NAILS,TYP NOTES: �� CONCRETE STEM WALL 6'-0" MIN BETWEEN SPLICES 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. � CONCRETE FOOTING 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE (5) STUDS MAX TO SPLICES TO OCCUR AT LOCATED NOT MORE THAN 1'-0"AND NOT — — — — — — BE USED FOR CENTER OF VERTICAL STUDS LESS THAN (7) BOLT DIAMETERS FROM END -I I I—I I I- -I I I—I I I- -I I I—I I I- BUILT-UP COLUMNS OF WALL. TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPICA� SHEAR WALL DETAIL TYPICAL BUILT-UP STUD COLUMN DETAIL TYPICAL TOP PLATE SPLICE DETAIL 1 SCALE: 3/4"= 1'-0" � SCALE: 1"= 1'-0" � SCALE: 1"= 1'-0" cn J z a � � N — > z � "� o m � � TYP DOUBLE � N W TOP PLATE EDGE NAILING PER PLAN AND EDGE NAILING PER PLAN AND SIMPSON STRAP � � � SHEAR WALL SCHEDULE OR SHEAR WALL SCHEDULE OR EDGE NAILING PER PLAN AND PER PLAN BOUNDARY NAILING PER U � STRUCTURAL NOTES,TYP FLOOR FRAMING NOTES (n p� � STRUCTURAL NOTES,TYP SHEAR WALL SCHEDULE OR OVER FULL LENGTH OF W w O STRUCTURAL NOTES,TYP 4x FULL DEPTH � a U DF#2 BLKG BEAM OR DOUBLE JOIST 0.131"�x 3" 0.131"�6 x 3" 0.131"�x 3" SIMPSON A35 (ONLY NAILS @ 9" OC NAILS @ 9" OC NAILS @ 9" OC � �' REQUIRED AT � � � EXTERIOR HEADERS ' WITH 6' OR LONGER 0 � � SPAN) O � (6)0.131"�b x 3" NAILS Y � (2) ROWS OF 0.131"�x 3" EDGE NAILING PER PLAN AND EDGE NAILING PER PLAN AND Q TYPICAL STUDS NAILS @ 9" OC SHEAR WALL SCHEDULE OR 2x10 NAILER AT END SHEAR WALL SCHEDULE OR � STRUCTURAL NOTES,TYP OF PARTY WALL STRUCTURAL NOTES,TYP BEAM OR HEADER PER PLAN DESIGN: DTR BEAM OR HEADER PER PLAN AND NOTES STUD WALL PER 0.131"�x 3" 0.131"�x 3" DRAWN: JCS FRAMING PLAN NAILS @ 9" OC NAILS @ 9" OC CHECK: CCC NOT�S,TYP NAILING PER TYP STUD WALL PER FRAMING STUD WALL PER FRAMING JOB NO: 14125.1 O BUILT-UP STUD PLAN NOTES,TYP PLAN NOTES,TYP COLUMN DETAIL DATE: 08�08�14 SHEATHING AND NAILING PER PLAN AND SHEAR WALL SHEATHING AND NAILING PER SHEATHING AND NAILING PER RIPPLE STUDS PER PLAN SCHEDULE OR STRUCTURAL PLAN AND SHEAR WALL PLAN AND SHEAR WALL AT HOLDOWNS: PROVIDE FULL HT AND COLUMN SCHEDULE OR NOTES,TYP SCHEDULE OR STRUCTURAL SCHEDULE OR STRUCTURAL �iOLDOWN CHORDS PER HD SCHED. STRUCTURAL N07ES NOTES�,TYP NOTES,TYP OTHERWISE: (1) 2x FULL HT A. CORNER INTERSECTION B. 'T' INTERSECTION C. PARTY WALL INTERSECTION TYPICAL HEADER DETAIL TYPICAL WALL INTERSECTION DETAIL TYPICAL DRAG STRUT CONNECTION DETAIL � SCALE: 1 - 1-0 � SCALE: 1 - 1 0 � SCALE: 1 - 1 0 J W � STUD WALL PER Q FRAMING PLAN NOTES � NOTE: W / /� FOR NOTES AND V � SILL PLATE NAILING PER PLAN DETAILS NOT CALLED � J AND SHEAR WALL SCHEDULE OUT REFER TO CASE A SHEATHING AND OR STRUCTURAL NOTES � Q NAILING PER PLAN AND SHEAR WALL SCHEDULE W � OR STRUCTURAL NOTES SHEATHING AND � W NAILING PER PLAN Z W � 2x CONTINUOUS RIM U SIMPSON LTP4 FRAMING Z 0 O � SILL PLATE NAILING PER ANCHOR W/SPACING PER Q � N Z SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE � � � � � PANEL EDGE NAILING PROVIDE PANEL EDGE � PER PLAN AND SHEAR WOOD JOISTS PER PLAN AND NAILING PER SHEAR WALL � Q Q Q WALL SCHEDULE OR SCHEDULE SCHEDULE AT TOP PLATE U � � � STRUCTURAL NOTES � 2x4 BLOCKING AT SHEAR NOTE: WALLS ONLY OR SIMPSON LTP4 W Q � NON-SHEAR WALL FRAMING ANCHOR PER CASE 'B' NAILING SHALL BE PER � � W � IBC TABLE 2304.9 � (V � O Z � W Q � A.TYPICAL FRAMING B.ALTERNATIVE SHEAR WALL FRAMING � � W � � � � EXTERIOR WALL PERPENDICULAR TO JOISTS � SHEET: TYPICAL STUD WALL FRAMING DETAIL 7 SCALE: 1" = 1'-0" ■