10611 EVERGREEN WAY 2017 KLEIN HONDA Plans 2022-10-27

CONVERSION CHART 33 MIL. TRACK BLK6. @ 8'-0" D.G. LU MIL. GAUGE NOTES TOP TRACK TO MATCH HORIZONTALLY (MAX) # z 51ZE AND GAUGE OF STUDS MUST BE FULLY SEATED WALL STUD ABOVE, o IS 25 WALL STUDS AGAINST BOTTOM TRACK SIZE, GAUGE 4 STUD 51ZE 4 SPAGIN6 (2) #S 50REW5 LU LU 0) 5PACIN6 PER PLAN PER PLAN AT VERT. TAB, zn zC� 21 22 TYP. AT EA END 1L R z LI;HT-6AU6E WALL FULL HEIGHT CLADDING 30 20 DRYWALL STUDS PER PLAN PROVIDE 5HOT-PIN5 3" FT MATERIAL (1) 51DE (MIN.) CONTINUOUS 33 MIL x (CURVED WALL PER FROM STUD AND 16" O.G., USE (2) #8 5GREW5 I%4" STRAP (EA. SIDE) w w 33 20 STRUCTURAL TYP. FROM CLADDING TO w/ (1) #8 SCREW TO EA. - ARCH. DWG5.) STUD AND #8 5GREW5 EACH BLK6. 43 IS IV2" MIN. @ 8" O.G. TO BLK6. �- �-- 54 16 WALL BOT, TRACK TO BOTTOM TRACK 15 0 w w w z 68 14 METAL ROOF DECK PER PLAN MATCH WALL 5TUD5 w/ SAME GAUBE A5 STUD ILLft- 0-- (ORIENTATION RELATIVE TO SHOT PIN5 @ 6" D.G. a TO HI6H FLUTES OF CURVED WALL VARIES) FQ CLIP BLK6. FLAN6E5 N N m N EXAMPLE: ROOF DECK ]// I CONCRETE SLAB TO FORM VERT. TAB -1-� a? " dr �? MEMBER DEPTH: 6.00" 6" FLANGE WIDTH: 1.62" = 15/a° cu CLIP BLK6. WEB TO n - m #8 SCREW EACH SIDE FORM A HORIZ. TAB. 0 5 162 NOTES: - 54 ATTACH TO STUD w/ (1) #8 5GREW EA. 51DE MATERIAL THICKNE55: 1. ALL "SHOT -PINS" SHALL BE STYLE: 54 MIL5 (MIN) HILTI X-ONI 42 PS POWDER NOTE: PROVIDE HORIZ. STRAPPING/BLKG. AT 5 =STUD OR J015T ACTUATED FASTENERS. 3RD POINTS OF STUD T= TRACK U = CHANNEL 2. LOCATE SHOT PIN w/ 6" O.C. HEIGHT��%1 F = FURRING CHANNEL �I WALL END OR CORNER �'�tONAL TYPICAL LIGHT 6AU6E STEEL. NOTATION (SSMA STD) SCALE: NONE ( C,WVW PARAPET 50ALE: NONE TYPICAL BOTTOM TRACK ANCHORAGE TO CONCRETE � SCALE: NONE � TYPICAL GONTIWM HORIZONTAL STRAPPIN6/BLOCKIN6 DETAIL SCALE: NONE 4SLAB-ON-6RADE OR ELEVATED DECK E SPLICE TOP fE PER U t 1/53.1, TYP. 11 HEADER SCHEDULE STUD WALL PER TOP TRACK TO MARK GA. VERT. LEG HORIZ. LEG DOUBLE STUDS PER a a 2 ATPLAN METAL DECK MATCH 51ZE AND LENGTH LENGTH PLAN -BACK TO BACK ¢' rn PER PLAN GAUGE OF WALL CLOSURE STUD, ¢ N N #8 5GREW5 @ STUDS TYP.L-1 68 MIL. t6" 2%2° c°� N r 04 CONNECT TO DOUBLE :== , =; N 6 Q.G., TYP. BOT. TRACK TO MATCH STUD PER 8/56.0 ; " 121) � SIMPSON L50 WALL STUDS (TI50) w/ %Ilo WALL STUDS PER PLAN a 0-0 w' ��.. CLIP P ANGLE CLIP TO TRACK ANCHOR BOLT SPACED @ #8 50REW5 AT 12" O.G. AT EACH JOIST 48" O.C. MAX. AND WITHIN PER a/56.0 ;2" EA. SIDE OF CE LEDGER .TRACK � 8 OF WALL AND/CORNER PROVIDE � � � GAUGE TO MATCH (4) #8 50REW5 J015T GAUGE w/ z AT BEARING END (5) #8 5GREW5 TO �, GONC. SLAB AND FTC. `" ' ,, BACKED. NELDED BAGK�,REN ATTACHED � EACH STUD m FINISH GRADE PER 1/55.1 DBL. STUDS PER PLAN. VERT. LEG LENGTH l'- 3:PER CIVIL/ARCH. CONNECT DBL. STUDS " ;j , - SEE 50HEDULE LIGHT -GAUGE J015T PER 8/56.0 ; , r%°% r DOUBLE 5TUD5 PER PER PLAN Q '�' HEAD TRACK TO PLAN -FACE TO FACE ,/ MATCH DEPTH AND EXTERIOR 6AU6E OF STUDS J J a o a 1" HEADER 00 �OVO WALL BOT. TRACK TO 1" HEADER SHALL 1�2�: %a 1"-24" EXTEND 5 MATCH WALL STUDS, r- ? PAST w/ SHOT PINS � t2 " O.G. OPENING MIN. HORIZONTAL LEG :: " TO WIDE FLANGE BEAM LENGTH R 33 MIL. x I x 3� . #8 5GREW5 ®12" O.G. 24" O.G. w/ (I) #8 5GREW (SEE GENERAL NOTES) TO EA. STUD, INSTALL WIDE FLANGE BEAM PER PROVIDE 5GREW AT TOP ON BOTH 51DE5 (TYP) PLAN AND J015T ATTACH. BOT. OF 1" HEADER LEG AT A DETAIL PER 1/55.1 INTERIOR CRIPPLE STUDS A BO)W. vflzw BOXED. SCREW ATTACHED DETAIL SCALE: NONE TYPICAL WALL TO CONCRETE DETAIL 50ALE: NONE 6 TYPICAL FADER DETAIL SCALE: NONE TYPICAL DOUBLE STUD DETAIL SCALE: NONE 8 TYPICAL L16K 6AU6E METAL FASTENIN6 WhEMLE QUANTUM CONSULTING ENGINEERS I CONNECTION: 5HEET METAL 5GREW5: 2 BEND PORTION OF WEB OUT TRACK AND BEND 1. J015T TO TRACK (2) #8 1511 THIRD AVENUE DOWN AND FASTEN TO TO ALLOW EXTEN51ON OF SUITE 323 JAMB w/ (3) #10 5GREW5 FLANGES FOR CONNECTION TOP TRACK 2. BRIDGING TO JOIST, CLIPS EA. END (3) #8 SEATTLE, WA 98101 w/ (2) #a 5GREW5 A 3. 1" x 6" 5JBFLOOR OR LE55 TO EACH JOIST, FACE 5GREW (2) #8 TEL 206.957.3900 �V #8 5GREW5 ®I" O.G. 4. WIDER THAN )" x 6" SUBFLOOR TO EACH JOIST, www. FAX � tumC:e�com 5TA66ERED (TYP. FACE 5GREW (5) #8 JAMB STUDS PER PLAN EA. 51DE OF SPLICE). 5.2" 5U5FLOOR TO J015T OR BEAM, BLIND AND FACE 5GREW (2) #8 (T (TYP-) 5GREW 6. BOTTOM TRACK TO JOIST OR BLOCKING, FACE 5GREW #8 @ 161, O.G. (T� ' 1. TOP 4 BOT TRACK TO EA STUD #8 EA 51DE i x x ' 8. DOUBLE 5TUD5, FACE 5GREW (2) ROW5 #8 ® 12" O.G. TYPICAL EXT. OR INT. CORNER �x a. TOP TRACK @ INTERSECTIONS, FACE 5GREW (4) #8 � J TRACK w/ I%" x �� 10. TOP TRACK ® LAP5, FACE 5GREW (6) #8 FLANGE - MATCH TYP. #8 5GREW #8 5GREW (TYP.) 11. CEILING JOISTS TO PLATE (2) #8 E- LD Q p WALL STUD GAUGE i CLIP ANGLE L2x2 x 43 MIL. (r' w TYP) 12. CEILING J015T5, LAP5 OVER PARTITION5, FACE 50REW5 (2) #S w (D NOT LE55 THAN 1 SMALLER �- CENTER SPLICE 15. CEILING J015T5 TO PARALLEL RAFTER5, FACE 5GREW5 (2) #8 -� z Q= THAN THE STUD DEPTH w/ (5) - , #8 5GREW5 IN EA. LEG BETWEEN ADJOINING ¢ 0 STUDS. 14. RAFTER TO TRACK (2) #8 °z = u N JAMB STUDS PER PLAN00 15. 1" x 8" 5HEATHIN6 OR LE55 TO EACH BEARING, FACE 50REW (2) #8 o, rn L Gt METAL STUD TO 16. WIDER THAN I" x 8" SHEATHING TO EACH SEARING, FACE 50REW (3) #8 0 w Q 77 MATCH 51ZE AND 11. BUILT UP CORNER 5TU05 #8 @ 12 O.G. _ h GAGE OF WALL STUDS J 18. BUILT UP BEAM5 #8 @ 12" O.G. @ T$B, EA 51DE o o n- WALL STUD FOOTWTES: ¢ w NOTE: I TYPICAL INT. CORNER TYPICAL INT. IN�G'�U.O.N. ON PLAN OR OTHER DETAILS Drawing: .ON . INVERT DETAILS FOR 20 LARGER 5GREW5 MAY BE 5UBV5TITUTED CITY OF E RETT HEAD TRACK CONDITION REVIEWED FOR PERMIT S6,0 ALTERNATE SILL 4 HEAD TRACK CONNECTIONS SCALE: NONE G� TYPICAL WALL INTERSECTION DETAIL SCALE: NONE 0 TYPICAL TOP TRACK SPLICE SCALE: NONE I I TYPICAL L16HT 6AU6E METAL FASTENING 5GHEDULE SCALE: NONE (2 Job Number. 173$5.01