1020 N BROADWAY 2019 Plans 2022-12-06

FLOOR/CEILING TYPE ASSEMBLIES RATING WALL TYPE ASSEMBLIES -EXTERIOR RATING FLOOR TYPE FLOOR/CEILING DETAIL ASSEMBLY DESIGN AND DESCRIPTION FIRE SOUND THERMAL WALL TYPE WALL DETAIL ASSEMBLY DESIGN AND DESCRIPTION FIRE SOUND THERMAL IIIIMEMMINEMMIMMIMMI UL DESIGN L570 - 1 HOUR STC MIN. 50 N/A INTERIOR - 1 HOUR - R-21 - FLOORING AS SPECIFIED - (1) LAYER 5/8"TYPE 'X' G.W.B. FROM INTERIOR - 2X6 STUDS PER STRUCTURAL IBC 721.16-1.3- +/-1" GYPCRETE SUBFLOORII 11JJF1 - 3/4" SOUND MAT OD SHEATHING EW1me N MIL m - R-21 FIBERGLASS BATT INSULATION♦gm. ►IPA',♦ ♦♦ ♦♦♦�+ (PERSTRUCTURAL) _ � 1/2"WOOD SHEATHING PER STRUCTURAL - 11-7/8 TJI FLOOR FRAMING (PER STRUCTURAL) - WRB BUILDING WRAP - 3-1/2"GLASS FIBER INSULATION - EXTERIOR CLADDING PER ELEVATION - 1/2" RESILIENT CHANNEL @ 16"O.C. EXTERIOR - (2) LAYERS 5/8"TYPE 'C'GWB \ SYSTEM WFFIXX CERTAINTEED 1 HOUR N/A N/A INTERIOR UL U308 -2 HOUR - R-21 0 r _� - FINISHED FLOOR PER PLAN - (2) LAYERS 5/8"TYPE 'X' G.W.B. BOTH SIDES-+/-1 1/4" GYPCRETE DESIGN TEST ; - - ' \ - R-21 FIBERGLASS BATT INSULATION IZtuj ACOUSTIC MAT MAY BE OMITTED) REPORT NBCC I1�11�/ �I1 - 2X6 STUDS PER STRUCTURALEW2i 11 �Alct I� - 3/4"SUBFLOOR(PER STRUCTURAL) (2010)APPENDIX ��'' �l - 1/2"WOOD SHEATHING PER STRUCTURAL o% — - 2X6 FRAMING (CONFIRM W/STRUCTRUAL) D TABLE D.2.3.12 _-___M__--'_-._.___;-__-___-__-___._______.________.__.__ b� - (2) LAYER 5/8" NON-RATED G.W.B. F2 Lu - (2) LAYERS 5/8"TYPE 'X' GWB - WRB BUILDING WRAP MEP RUN - MEP RUN/SPACE EXTERIOR - EXTERIOR CLADDING PER ELEVATION Z - (1) LAYER 1/2"OR 5/8" GWB O -T-BAR CEILING GRID Z1 - - - - - . CORRIDOR ACCESS PANELS INTO MEP RUN SHALL BE NON- RATED. L MEIMMMEMIIIIIMEMIMMIMMIIIi DESIGN AS SPECIFIED - FLOORING AS -2 HOUR N/A N/A WALL TYPE ASSEMBLIES - INTERIOR RATING m - 1" GYPCRETE SUBFLOOR - 5/16" SOUND MAT WALL TYPE WALL DETAIL ASSEMBLY DESIGN AND DESCRIPTION FIRE SOUND THERMAL F3 - 3/4" PLYWOOD SHEATHING (PER STRUCTURAL) ��•♦♦♦♦♦♦�� ' - 11-7/8"TJI FLOOR FRAMING (PER STRUCTURAL) UL DESIGN 305 - 1 HOUR �►a1 �� ..�� 1 - 3-1/2" GLASS FIBER INSULATION 1W1 ,� �r 4 - 5/8"TYPE'X' G.W.B. ------ - 5/8"TYPE 'C' GWB / , \ ! - 2X6 STUDS - 1/2" RESILIENT CHANNEL @ 16"O.C. - 5 1/2" FRICTION FIT BATT INSULATION - (2) LAYERS 5/8"TYPE 'C' GWB - 5/8"TYPE'X' G.W.B. SYSTEM WFFIXX CERTAINTEED 1 HOUR1 STC MIN. 50 N/A moam - FLOORING AS SPECIFIED UL DESIGN 305 - 1 HOUR o - +/-1"GYPCRETE SUBFLOOR DESIGN TEST - 5/8"TYPE 'X'G.W.B. F- - 1/4" SOUND MAT REPORT NBCC IW1a I} - 2X4 STUDS F4 g - 3/4" PLYWOOD SHEATHING (PER STRUCTURAL) (2010)APPENDIX - - - - " - LIX- '�•r - 3 1/2" FRICTION FIT BATT INSULATION ►A El - 11 7/8"TJI FLOOR FRAMING (PER STRUCTURAL) D TABLE D.2.3.12 - 5/8"TYPE 'X' G.W.B. Permit Set W, - (2) LAYERS 5/8"TYPE 'C' GWB (FIRE TAPED) B 1804-011 F- - AIR SPACE - (1) LAYER 1/2" OR 5/8" GWB FINISH UL DESIGN 301 -2 HOUR - PLUMBING STACKS z� 1W2 - (2) LAYERS 5/8"TYPE 'X' G.W.B. AND PENETRATIONS C Co - 2X6 STUDS NOT ALLOWED IN UNIT BATHROOM OR OTHER 3 - R-21 FIBERGLASS BATT INSULATION WALL TYPE - (2) LAYERS 5/8"TYPE 'X' G.W.B. - LEVEL 2 PT FLOOR SLAB-SEE STRUCTURAL 3 HOUR N/A R-30 — REGISTERED - R-30 BATT INSULATION PER RCP ARCHITECT .. _ - - °. - a a - UL DESIGN 301 -2 HOUR - PLUMBING STACKS Na.aois -WHITE SCRIM FACING WHERE BATT IS EXPOSED < IW2axX `° - (2) LAYERS 5/8"TYPE 'X' G.W.B. AND PENETRATIONS . ; • - 2X4 STUDS NOT ALLOWED IN - 3 1/2" BATT INSULATION WALL TYPE - (2) LAYERS 5/8"TYPE 'X' G.W.B. Joshua S. Scott F5 b"_. -- . - ' Tr- . STATE OF WASHINGTON \ IW3 jrX %(/ -INTE5/8"RIOR TYPE 'NONX' -BEARING G.W.B. WALL ( ,(. k �, ( CD 2X6 STUDS @ 16" O.C. - 5/8"TYPE 'X' G.W.B. RECESSED CEILING/FAN DUCTING @ 1HR CEILINGS INTERIOR NON-BEARING WALL IW3a - 5/8"TYPE 'X' G.W.B. 1 5/8"GWB WITHIN JOIST BAY(W/BLOCKING AS IW3a num �� - 2X4 STUDS @ 16" O.C. MINIMENNEMSMONININME REQUIRED) - 5/8"TYPE 'X' G.W.B. C1 1 ►�, ►� 2- RECESSED FAN UNIT. 2Ir3 DUCT TO EXTERIOR. i�i4-JOIST PER SCHEDULE INTERIOR NON-BEARING WALL -1 SIDED 3 �I IW4a C - 2X6 STUDS @ 16"O.C. FURRING 4 I ►� BOX JOIST BAY W/5/8 GWB TO EXTERIOR WALL - 5/8"TYPE 'X' G.W.B. WALL ROOF TYPE ASSEMBLIES RATINGINTERIOR NON-BEARING WALL 1 SIDED FURRING ROOF TYPE ROOF DETAIL ASSEMBLY DESIGN AND DESCRIPTION FIRE SOUND THERMAL - 5/8"TYPE 'X' G.W.B. WALL ESR-1153 FIG. B ASSEMBLY B 1 HOUR N/A R-38 IW4b NIL - 3 1/2" STUDS @ 16" O.C. i -CLASS B TPO ROOFING SYSTEM (PER SPEC) (CONTINUOUS - TAPERED INSULATION AT 1/4" PER FOOT ENTIRELY ABOVE " .4U "'L ''"''�''' '�'""" - PROTECTION BOARD ROOF DECK) — R1 s a - 7" RIGID INSULATION [±5.7R/PER INCH] GA FILE NO 3243 - 1 HOUR STC 50-54 - SHEATHING PER STRUC. CORRIDOR OR UNIT INTERIOR ` - (1) 5/8"TYPE 'X' G.W.B. SA-830702 -WOOD I-JOISTS (MIN. 9 1/4 DEEP W/(MIN. FLANGE 1 IW5 v - 2X6 STUDS 1/2")) REFER TO STRUCTURAL DRAWINGS - (2) LAYERS 5/8"TYPE X GYPSUM WALL BOARD - 5 1/2" BATT NON FACED INSULATION I • - 1/2" RESILIENT CHANNELS UNIT INTERIOR - (1) 5/8"TYPE'X' G.W.B. SINGLE LAYER GWB ATTACHED TO FRAMING IWALL1: SINGLE LAYER 5/8"TYPE X APPLIED TO FRAMING WITH 1-1/4" LONG TYPE W COARSE THREAD GYPSUM PANEL STEEL SCREWS SPACED AT MAX 8" OC, WITH LAST SCREW 1" FROM EDGE OF BOARD. APPLIED HORIZONTALLY,ALL JOINTS STAGGERED. 3 11/13/19 Set II Rev 2 - (2) LAYERS 5/8"TYPE 'X'G.W.B. APPLIED -2 HOUR SHAFT WALL 2 09/01/19 Set II Rev 1 SINGLE LAYER GWB ATTACHED TO RC CHANNEL IWALLI: HORIZONTALLY OR VERTICALLY # DATE DESCRIPTION SINGLE LAYER 5/8"TYPE X APPLIED TO FURRING CHANNELS WITH 1" LONG TYPES BUGLE-HEAD STEEL SCREWS SPACED 12" OC. APPLIED HORIZONTALLY,ALL JOINTS STAGGERED. Jr 2'-o" - MIN 2 1/2" C H STUDS 25GA @ 24" O.C. -UL 263 N - (1) LAYER 1"x 2'WIDE G.W.B. LINER DESIGN U415 TWO LAYERS GWB ATTACHED TO FRAMING IWALL1: IM6 I 1 T , g PANELS FRICTION FITTWO LAYERS 5/8"TYPE X APPLIED APPLIED TO FRAMING. INNER LAYERS FASTENED TO FRAMING WITH 1-1/4" LONG TYPE W COARSE THREAD GYPSUM PANEL STEEL SCREWS SPACED A MAX 8" OC, WITH LAST SCREW 1 IN. FROM EDGE OF BOARD. OUTER LAYERS T `�'� -SYTEM Bki FASTENED TO FRAMING WITH 2" LONG TYPE W COARSE THREAD GYPSUM PANEL STEEL SCREWS SPACED A MAX 8 IN. OC, WITH LAST SCREW 1" FROM EDGE OF BOARD. WHEN USED IN WIDTHS OTHER THAN 48", GYPSUM BOARD TO BE INSTALLED HORIZONTALLY. ALL O JOINTS IN FACE LAYERS STAGGERED WITH JOINTS IN BASE LAYERS. JOINTS OF EACH BASE LAYER OFFSET WITH JOINTS OF BASE LAYER ON OPPOSITE SIDE. D TWO LAYERS GWB ATTACHED TO RC CHANNEL MAW: EVELOPMENT TWO LAYERS 5/8"TYPE X APPLIED TO FURRING CHANNEL. BASE LAYER ATTACHED TO FURRING CHANNELS WITH 1" LONG TYPES BUGLE-HEAD STEEL SCREWS SPACED 12" OC. FACE LAYER ATTACHED TO FURRING CHANNELS WITH 1-5/8" LONG TYPES BUGLE-HEAD GA FILE No.WP 1521 2- HOUR STC 55-59 STEEL SCREWS SPACED 12" OC.ALL JOINTS IN FACE LAYERS STAGGERED WITH JOINTS IN BASE LAYERS. - Base layer 1/2"type X gypsum wallboard or gypsum 1830 BICKFORD AVE, veneer base applied parallel to each side of 5-1/2" steel Fire Test: Based Sound Test: SUITE 201 SYSTEM WFFIXX 2 LAYERS 5/8"GWB FCEILING1 IM4 studs 24"o.c. with 1"Type S drywall screws 24"o.c. on WP 1545 (UC, NRCC815- SNOHOMISH, WA 98290 5/8"TYPE X BOARDS, 2 LAYERS. ATTACH BOARD PERPENDICULAR TO WOOD JOISTS WITH 2" SCREWS SPACED 12"O.C. FOR BOTH LAYERS. JOINTS MUST BE OFFSET. TAPE AND FINISH JOINTS. - -Face layer 1/2"type X gypsum wallboard or gypsum 9-7-64; NV, 2-3-81 206.755.1290 veneer base applied parallel to each sidewith 15/8"Type S ULC80T499, JOISTS SPACED 24 INCHES ON-CENTER OR LESS; CEILING ATTACHED TO JOIST BOTTOM FLANGE ICEILINGI. drywall screws 12"o.c. 3-26 81, ULC 1/2"TYPE C PRODUCTS OR 5/8"TYPE X PRODUCTS 2 LAYERS. WOOD JOISTS OR WOOD I-JOISTS,AND RESILIENT CHANNELS. FASTEN BASE LAYER PERPENDICULAR TO FURRING CHANNELS WITH 1" SCREWS SPACED 12" O.C. LOCATE EDGE JOINTS BETWEEN JOISTS. Design W414) END JOINTS STAGGERED 48". FASTEN FACE LAYER PERPENDICULAR TO FURRING CHANNELS WITH 1-5/8" SCREWS SPACED 12" O.C. JOINTS MUST BE STAGGERED. LOCATE END JOINTS OF FACE LAYER AT DOUBLE RESILIENT CHANNELS. LOCATE SCREWS 1-1/2" FROM -Joints staggered 24" on each side and on opposite sides. EDGES OF BOARD. TAPE AND FINISH JOINTS. -Sound tested with 3-1/2"glass fiber friction fit in stud 1020 North Broadway 3 LAYERS GYPSUM BOARD/RC CHANNEL FF3 CEILING1 —_______ space. (NLB) Everett, WA 98403 THREE LAYERS OF 5/8 IN. THICK BY 4 FT WIDE TYPE X GYPSUM BOARD. TOP LAYER BOARDS INSTALLED WITH THE LONG DIMENSION PERPENDICULAR TO JOISTS OR TRUSSES WITH END JOINTS LOCATED UNDER BOTTOM OF JOISTS OR TRUSSES. END JOINTS IN ADJACENT ROWS SHALL BE STAGGERED ON ADJACENT JOISTS OR TRUSSES . TOP LAYER BOARDS SECURED TO BOTTOM CHORD OF JOISTS OR TRUSSES WITH 1-5/8" LONG TYPE S BUGLE HEAD SCREWS WITH HI-LO THREADS, SPACED MAX 8" OC. SCREWS LOCATED IM3 Typical Interior Metal Furring Wall N/A N/A - 1-1/2 TO 2", AND 3/4" FROM SIDE AND END JOINTS, RESPECTIVELY. BOTTOM TWO LAYERS OF GYPSUM BOARD INSTALLED PERPENDICULAR TO FURRING CHANNELS WITH END JOINTS CENTERED ON THE FURRING CHANNELS. MIDDLE LAYER BOARDS SECURED TO EACH -One layer 5/8 in. gypsum wallboard FURRING CHANNEL WITH 1 OR 1-1/4" LONG TYPE S-12 BUGLE HEAD STEEL SCREWS WITH HI-LO THREADS SPACED MAX 8"OC. SCREWS LOCATED 1-1/2 TO 2"AND 5/8 TO 3/4" FROM SIDE AND END JOINTS, RESPECTIVELY. FACE LAYER BOARDS SECURED TO EACH 5-1/2" steel studs 24" o.c. WALL, FLOOR AND ROOF FURRING CHANNEL THROUGH THE MIDDLE LAYER WITH 1-5/8 OR 1-7/8" LONG TYPE S-12 BUGLE HEAD STEEL SCREWS WITH HI-LO THREADS, SPACED A MAX OF 8 IN. OC. SCREWS LOCATED 1-1/2 TO 2"AND 5/8 TO 3/4" FROM SIDE AND END JOINTS, RESPECTIVELY. END -One layer 5/8 in. gypsum wallboard ASSEMBLIES JOINTS AND SIDE JOINTS OF THE FACE LAYER BOARDS SHALL BE STAGGERED A MIN OF 16" FROM THE JOINTS IN THE MIDDLE LAYER. IF END JOINTS OF THE FACE LAYER BOARDS ARE NOT CENTERED ON THE FURRING CHANNELS, THE END OF BOARDS AT THE END JOINT SHALL BE ATTACHED TO THE MIDDLE LAYER BOARDS WITH 1-1/2" LONG TYPE G STEEL SCREWS SPACED 8"OC AND LOCATED 1-1/2" FROM THE END JOINT. ALL SCREWS SHALL BE DRIVEN NO FURTHER THAN FLUSH WITH THE FACE OF THE BOARDS IN ORDER NOT TO DAMAGE THE CORE OF THE BOARDS. - CONCRETE WALL PER STRUCTURAL - 1 OR 2 HOUR - EXPOSED CONCRETE JOINTS - - - - - (INTERIOR FURRING WALL(S) PER PLAN) WALLS SHALL HAVE ALL EXPOSED JOINTS SHALL BE COVERED WITH JOINT COMPOUND AND PAPER TAPE. C1 HOLES SACKED AND DATE: Issue Date a " _ - DRAINAGE MAT AND WATERPROOFING AT FILLED AND SHALL BE - -•'*- ' - EXTERIOR LOCATIONS AS REQUIRED/SPECIFIED FINISHED AS SCREW AND NAIL HEADS < ALL SCREW A"'D NAIL HEADS SHALL BE COVERED WITH JOINT COMPOUND. 111 F1 riI SPECIFIED -WHERE EXTERIOR FURRING WALLS OCCUR THE FURRING CHANNELS IWOOD1 MINIMUM R VALUE SHALL BE 9.5 CONTINUOUS - 9.5 c.i. SHEET: U.N.O. RESILIENT CHANNELS FORMED OF 25 MSG THICK GALV STEEL. CHANNELS SECURED TO EACH FRAMING MEMBER WITH 1-1/4" LONG TYPE S SCREWS. INSTALLED PERPENDICULAR TO THE FRAMING, SPACED A MAX OF 24 IN. OC U.N.O. RIGID OR CLOSED CELL SPRAY FOAM. A6. 0 1 , .