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EXISTING LOW -SLOPE ROOF OVER FLOOR BELOW
<br />&'-3" 2'-9 1/2" 12'-6" 20'-2" (UNCHANGED) 45'-8%" EXISTING- VERIFY EX TINE- VE IFY
<br />EXISTING WIND0145 SHOWN L IGNT, TYP.
<br />(VERIFY P OPER E6RE55 WINDOW OPERATION)
<br />EXISTING WALLS SHOWN 1gN1 T, TYP. �FREE5TANOINq REFRIGERATOR EXISTING WINDOWS SHOWN L/GNT, TYP
<br />(VERIFY PROPER EGRESS WINDOW OPERATION)
<br />BUNK BEDS BY OWNER, TYPP,
<br />II
<br />3 NEW BASE $ UPPER CABINS 7 5-
<br />�
<br />Bedroom Kitchen
<br />3 rI
<br />>`c I I s I A1.02 I r---1---I I L 1 I I I I
<br />I:
<br />m � = I i � tA1.04a II II I I Ij
<br />I I I
<br />(I I
<br />U
<br />I� L
<br />AL IGN FINISNES, TYP.
<br />3 - I I DISHWASHER FREES TAt 101146 EZER I :
<br />I 3070B SD 3 A1.02 I L I I,
<br />3 ( Da I p MICROWA OVENS' CABINET I I I I I I I I I I
<br />Lill III I II
<br />Z I h (FURRING S NEEDED FOR I I I L--- I ---- 1 L--- I----
<br />-------- -- I L---I-- -u - r- - -- r-
<br />---- 304"NE O.FOR CABB ,+ �� �y
<br />I I I
<br />i F (VERIFY)
<br />2x4 NY " - 80 CFM I SONE MAX. _ J L
<br />PO WALL UNDER 42 BAR 3 -0 FAN <VTOS>, 4 LOC. , Line Dorm
<br />I I S0 � Geneses Dorm � ; 3
<br />u i A1.02 6�1 z BUNK BEDS BY OWNER TYP.
<br />3
<br />A
<br />3070A 1.02i ____ ---- ------------------
<br />Lounge -J00
<br />L- L-
<br />__------- ------ -- s - -rel
<br />; I i
<br />3070A
<br />8 A1.04 S 42" NIGH COUNTER I it 1
<br />DEMO WALLS, TYP. G Cl S
<br />BA E $ UPPER CABINETS
<br />I 1 A1.02 I
<br />�1 A1.02 s A1.o4,
<br />I� I
<br />NEW 46 OF1 POST AT EXISTING GLB0
<br />II
<br />Storage I I -
<br />I ' ABOVE W/CCQ3-4 CAP R OF SILL PLATE g EXISTING ELECTRICAL PANEL I
<br />" (SEE STRUCTURAL ENGINEERING> L--- 1---J _-J
<br />BLOCKING FOR WALL -HUNG TV ' I
<br />I I I I GWB WRAP NEW 5T DF�I PO W/ECCQ 3-4 CA NEW 34'x13%" BELOW DLO EATNI , HUNG BE EN EXISTING FL R BEAMS W/NU 32 C� END
<br />SOFFIT AT BOTTOM OF EXISTING GLB (SEE STRUCTURA IENG NEERING $ R P)
<br />EXISTING GLB w /r I (SEE STRUCTURAL NGINEE
<br />is r N 4x6 POST AAA' NEW EAM (ALIGN AS N ) FI X/STING 00 AY Z i E ISTjNG 14x� POST AT �VEW BEAM 2 NE 4 6 DF"1 P05T5 WIACE6 CAPS AT NEW EAMS ABV (SEE RCP) z SD �- E © RW
<br />Demolition Notes
<br />1. Verify loadbearing condition of all building elements to be affected by the
<br />proposed work and provide appropriate bracing or other interim support as required.
<br />2. Maintain required exiting from q gand access to the building during demolition as required.
<br />3. Maintain practical use of the building as required by the Owner.
<br />4. Verify extent of electrical demolition with electrical drawings, Owner, and Electrical Contractor.
<br />5. Protect remaining building elements from damage.
<br />6. Notify the Architect if any remaining structure is damaged or otherwise not suitable
<br />to support the proposed new construction.
<br />7. Verify compliance with any required procedures for abatement of any existing aesbestos
<br />or other hazardous materials.
<br />8. No changes proposed to the building envelope or openings therein. Verify extent of repairs, if any.
<br />I �
<br />Construction Notes
<br />1. New walls to match existing (assumed to be 2x studs @ 16" o.c. with 5/8" Type X GWB both sides).
<br />2. Existing construction type assumed to be Type VA as specified in original permit drawings, sprinklered.
<br />3. New soffits and hard ceilings shall be 5/8 Type X GWB on wood framing @ 16" o.c.
<br />4. See details this sheet for fire -rated assemblies' construction.
<br />5. Coordinate all work shown with other Consultants' work. Notify Architect of any discrepancies
<br />or necessary changes prior to construction.
<br />6. All dimensions to face of existing and new stud framing. Notify Architect of any discrepancies.
<br />7. See structural engineering for additional information.
<br />8. See mechanical permit documentation for any rated equipment or other appurtenances required
<br />to maintain fire ratings.
<br />9. Relocate existing diffusers, grilles, and ductwork to all spaces as needed. Verify existing HVAC
<br />provides min. 5 CFM outdoor air and min. 15 CFM ventilation air to all required spaces as per IEBC 809.2.
<br />10. Coordinate installation of new bunk beds with Owner. Verify actual layout.
<br />11. New ADA-compliant signage provided at all new doors and as required by the Building Official.
<br />12. Verify the travel distance to existing fire extinguishers is no greater than 75'.
<br />Provide additional units as needed.
<br />Separate Permits
<br />The following shall be completed as design -build systems, with the contractors securing required permits:
<br />1. Fire alarm modifications.
<br />2. Electrical work.
<br />3. Plumbing work.
<br />4. HVAC modifications requiring permits. Maintain existing heat source; terminations modified per plans.
<br />I-NOUR RATED WALL ASSEMBLY
<br />(NOT A CORRIDOR WALL)
<br />11 Stairway; (PROVIDE AC E6 !CAP- SEE 3070C I A3 - - - x ; I DUCTED PENETRATIN WiT14OUT
<br />I I AL N WITH NEW d EXISTING BEAMS BELOW LOOK SHEATHING -
<br />DAMPER AS ALLOWED IN IBC 717.5.4
<br />1 - - ' I - - CENTER DOORS ON AISLE ALIGN FINISHES, TYP ITEM I (PROTECTED AS THRDUGN-
<br />RUC�'U L NG NEER/Nf) � � � 3 I I � ,
<br /><UNCHANGED) ST
<br />II I !
<br />j/ -- -- - - - - --
<br />I II
<br />1
<br />1 � PENETRATION AS PER IBC 714) FOR
<br />o o TAAL�11 N FI ISH S, T P. NEW 12 DF1 DEADER W/(2) CK 3070A
<br />CORRIDOR WALLS, AND ITEM 4 AT
<br />' 12 MIN I I OTHER PENETRATIONS
<br />1 STU (l> KING TU EAC 48"MIN Stairway
<br />---I -NEW VISUAL, RAISED CHARACTER AND
<br />VEXISTING 60-MIN. RATED 36 DOOR NEW ADA-COMPLIANT DRINKING FOUNTAINS NEW METAL STORAGE LOCKERS, TYP.
<br />! VERIFY SMOKE B DRAFT CONTROL BRAILLE IDENTIFICATION AND DIRECTIONAL 6070A 1 1 (UNCHANGED)
<br />G GE AS PER ICC A117.1-2009 CHAPTER 7 (MATCH EXISTING) MEMBRANE PENETRATION BY
<br />i PER BC 71653 AT ALL PASSAGE DOORS AND EXITS AS HaieWay SQ I FIXTURE A$ PER IBC SECTION 7143.2
<br />SMOKE DETECTOR I I
<br />NEW 51GNAGE PER IBC 30023: REQUIRED BY BUILDING OFFICAL 1 VERIFY INTERFACEC WITH EXISTING FIRE ALARM SYSTEM TYP.
<br />Elevator I I EXIST/NG (2) 36"
<br />"IN CASE OF FIRE, USE EXIT STAIRS." A1.02 ALIGN F/NI5>-IES, TYP. EXISTING WALLS SHOWN L1GNT, TYP. i ( DOORS W/PANIC FIRESTOPPING AROUND ENTIRE
<br />(UNCHANGED) ADDITIONAL FEC IF REQUIRED\ j/ ON PER
<br />3670A / P
<br />n n
<br />MIN _� _- _n_�T � - - � - ----
<br />IS MIN. _ - : - - - .. - x . _ - - -- 1 C SECTION 7143.12T
<br />4 .. s
<br />}
<br />-- HARDWARE B E
<br />'t 9" 80 CFM 1.0 E MAXI
<br />3oloA Janitor00 0000
<br />I F F ,T05) 4 LOC.
<br />3" OFFSET T . r x � ��'� �' I
<br />_ SIN
<br />W, - - - Wall Penetration
<br />O RO YP,
<br />:. ----------- - EXISTING
<br />FLOOR K '
<br />--� i I I --- EXISTING 20 MIN RATED DOOR
<br />! I 1 WALL FIN/SON a; VERIFY SMOKE DRAFT CONTROL PFn /BC 71653 - -------� ( -- No Scale
<br />3B'-9 5/8"
<br />I OFloor Plan North
<br />Scale: 1 4" = V-0"
<br />Leaend
<br />Existing walls
<br />Walls to be demolished
<br />New 2x4 or 2x6 stud walls @ 16" o.c.
<br />(See Detail 1 this sheet)
<br />2x4 or 2x6 studs @ 16" o.c., STC 50 min.
<br />(See Detail 3 this sheet)
<br />30708 Door type reference (see door schedule)
<br />Exit light (wall or ceiling mounted)
<br />2
<br />A�.o4 s Interior elevation reference
<br />a
<br />% TYPE X GWB
<br />2%" TYPE X GWB
<br />2x6 STUDS of 16" O.C. PER PLANS
<br />R-21 F15ERSLASS GATT INSULATION
<br />EXISTING SNEATNING
<br />EXISTING 510IN6
<br />9'-7 3/8"
<br />RCI RESILIENT CHANNELS 0 24" O.C.
<br />" TYPE C GWB
<br />2x4 OR 2x6 STUDS 40 16" O.C. PER PLANS
<br />3" UNFACED FIBERGLASS BATT INSULATION
<br />THROUGH- PENETRATION AS
<br />PER 15C SECTION 714.4.1
<br />FLOOR/CEILING OR \
<br />ROOF/CEIL INS ASSEMBL Y
<br />MEMBRANE PENETRATION 1
<br />AS PER IBC SECTION 714.4.2
<br />DUCT RENETRATIN W/CEILINS
<br />RADIATION DAMPER
<br />AS PER IBC SECTION 717.62
<br />(VERIFY W/MECHANICAL PER111T)
<br />Ceilina Penetration
<br />No Scale -
<br />i
<br />r
<br />r
<br />F
<br />-'.-..'.
<br />l�il Vh VI.. •--:I. ...VV4/'IiIVIT i LI-1.4f�V }'j 111 L /6JIPL
<br />2x4 OR 2x6 STUDS 16" O.C. PER PLANS
<br />2 1-Hour Exterior
<br />--
<br />3
<br />4
<br />Wall
<br />New 1_
<br />e Hour Sound Wall
<br />_
<br />1 Hour Truss Roof-CeilingAssembl
<br />Scale: 1" = V-0"
<br />Scale: 1" = 1'-0"
<br />Scale: 1" = V-0"
<br />1 New 1-Hour Interior Wa I I
<br />2x6 wood studs 16" o.c. with double top plates, single bottom plate; interior side covered
<br />with 5/8" type x gypsum wallboard, 4' wide, applied horizontally or vertically with vertical
<br />2x4 or 2x6 wood studs 16" o.c. Double top plates and single bottom plate. One side
<br />USG 5/8" "Sheetrock Firecode C" horizontally
<br />Base layer 5/8" Type X gypsum wallboard attached with the long dimension perpendicular
<br />gypsum wallboard attached or vertically to
<br />to wood roof trusses 24" o.c. maximum with 1-1/4" Type W or S drywall screws 24" o.c.
<br />Scale: 1" = V-0"
<br />joints over studs and fastened with 2-1/4" type S drywall screws 12" o.c., wallboard
<br />25 ga. resilient furring channels with 1" long, self -drilling, self -tapping steel screws 12"
<br />Face layer 5/8" Type X gypsum wallboard attached with the long dimension perpendicular
<br />joints covered with paper tape and joint compound, fastener heads covered with joint
<br />o.c., vertical joints located midway between studs and backed blocked with furring
<br />to the trusses with 1-7/8" Type W or S drywall screws 12" o.c. at joints and intermediate
<br />2x4 or 2x6 wood studs 16" o.c. with double top plates, single bottom plate; both sides
<br />compound, exterior side covered with existing wood structural panels and siding. Cavity
<br />channels, attached with 1" long, self -drilling, self -tapping screws, spaced 12" o.c., along
<br />trusses and 1-1/2" Type G drywall screws 12" o.c. placed 2" back on either side of end
<br />covered with 5/8" Type X gypsum wallboard, 4' wide, attached horizontally or vertically
<br />to be filled with 5-1/ " mineral wool insulation. Reference 2015 IBC Table 721.1(2), Item
<br />each edge. Resilient furring channels installed horizontally @ 24" o.c., flange portion
<br />joints. Face layer joints offset 24" from base layer joints. Existing wood trusses supporting
<br />with vertical joints over studs, and fastened with 2-1/4" Type S drywall screws, spaced
<br />Number 16-1.2.
<br />screw attached to one side of studs with 1-1/4" long Type W coarse thread gypsum
<br />existing wood structural panels and appropriate roof covering. Reference GA File No. RC
<br />7" o.c. Joints staggered 16" on opposite sides. Reference GA File No. WP 3614 and
<br />panel steel screws. USG 5/8" "Sheetrock Firecode C" gypsum wallboard on opposite
<br />2602 rated assembly.
<br />IBC Table 721.1(2), Item Number 15-1.15 (2x4 studs) and GA File No. WP 3660 and
<br />Applies only when an existing exterior wall is fully exposed during construction.
<br />side of wall attached directly to studs with 1-1/4" long Type W coarse thread gypsum
<br />IBC Table 721.1(2), Item Number 15-1.14 (2x6 studs). Load -bearing rated assemblies.
<br />panel steel screws 12" o.c. Vertical joints shall be located over studs. Minimum 3"
<br />Applies only where a new GWB ceiling assembly is applied to existing truss roof assembly.
<br />mineral wool or fiberglass batt insulation. STC rating 52. Sound test SA-830702.
<br />Reference UL Design U311 load -bearing rated assembly.
<br />S
<br />PO BD 141
<br />E D M 0 N 0 S , WASHINGION 98(
<br />(206) 920.3554 P
<br />WWW.PWEARCHITECTURE.COM
<br />iMemberofthe
<br />American Institute of Architects
<br />PROJECT NAME:
<br />Everett Gospel Mission
<br />Men's Shelter Remodel
<br />3711 Smith Avenue
<br />Everett, WA 98201
<br />I R 0 J E C I NUMBER:
<br />D1.15013
<br />) A I E :
<br />February 1, 2019
<br />iTAMP:
<br />0 1 E :
<br />the information contained herein is intended to
<br />* used in conjunction with shop drawings,
<br />tpproved submittals, diagram, spearrcalions,
<br />ind any other documents as required as a guide
<br />Dr construdion in a manner consistent with
<br />Ipplicable codes and general"ccepted
<br />idustry standards of construction. Any conflicts
<br />within and between these documents and such
<br />codes and standards shall be brought to the
<br />Mention of the Architect prior to construction for
<br />tariflcation as needed.
<br />EVISIONS:
<br />A/22/19
<br />HEET TITEE:
<br />:loor Plan
<br />kssemblY Details
<br />NEEI NUMBER:
<br />A1. 2
<br />
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