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<br /> KEYNOTES-FIRE-RESISTIVE WOOD FRAME:
<br /> SLOPE TO BE 1:12 MAXPER ADA REQUIREMENTS 2-HOUR WALL ASSEMBLY: )
<br /> minommoomoloimoomo
<br /> IBC TABLE 721.1(2) ITEM 15-1,16
<br /> ,-4111
<br /> •
<br /> Pit;" iNg
<br /> cElurlc SECTION PRMN. EDGE PROTECTIONO FRAMING: 2x6 WOOD STUDS,4"MINABOVE LANDING SURFAC'. ®24" OC, DOUBLE TOP PLATES, SINGLE
<br /> TOP PLATES HANDRAILS NOT REQUIRED. BOTTOM PLATE, INTERIOR & EXTERIORCSIGNSIDE COVERED WITH 5/8" GWB. 7
<br /> SINGLE TOP CRIPPLE STUDS O SHEATHING:
<br /> PLATE 2 - 12dOR .C.6d Darcy J. Mertz Krewson,
<br /> BASE LAYER: 5 8" TYPE X GWB, 4'
<br /> NAILS 0 16"O.C. /
<br /> HEADER WIDE APPLIED HORIZONTALLY WITH
<br /> VERTICAL JOINTS OVER STUDS, JOINTS RDI,assoc.AIA
<br /> / / STAGGERED ON OPPOSITE SIDES OF Ph 14251 610.8015 Fax 14251512 0170
<br /> SLOPE 70 BE 1:12 MAX V WALL. PO BOX 12845 Everett,WA 98258
<br /> PER ADA REQUIREMENTS o W • FACE LAYER: 5/8" TYPE X GWB, 4' !! rt", ,,„„., �,�,,,„,,, s, ^'.LL
<br /> ROUGH 1%, WIDE, APPLIED HORIZONTALLY, JOINTS 1 0 ,„,77,7"�'��'a """
<br /> OPENING .H$ STAGGERED WITH BASE LAYER.
<br /> HANDRAILS NOT REQUIRED
<br /> - RAMPS TO HAVE FLARED PROJECT INFORMATION:
<br /> INSULATION: CAVITY TO BE FILLED WITH ;
<br /> TRIMMER STUDS EDGES 1:10 MAX. SLOPE O 5-1/2" THICK MINERAL WOOL INSULATION j))
<br /> 2x4 (2.5PCF, NOMINAL)
<br /> 016"O.C.O.
<br /> t [ 1/2"OR 5/8" GWB
<br /> EACH SIDE(TYPICAL) RAMP DN GWB FASTENERS:
<br /> 2x4 STUDS O• BASE LAYER:S DRYWALLL SCREWS"®24" OC TYPE 0
<br /> In
<br /> O• FACE LAYER: 2-1/4" MIN. #6 TYPE S Z
<br /> DRYWALL SCREWS 08" OC
<br /> CO} 2d OR 16d
<br /> NAILSI0 16"O.C. ` vJ
<br /> SLOPE TO BE 1:12 MAX JOINTS & FASTENER HEADS: GWB JOINTS
<br /> PER ADA REQUIREMENTS O COVERED WITH PAPER TAPE & JOINT W
<br /> s I WOOD SUB-FLOOR / LANDING COMPOUND, FASTENER HEADS COVERS
<br /> TOP OCLEET THAN 3" SLA.FIP WITH JOINT COMPOUND. F-
<br /> z o 1-HOUR WALL ASSEMBLY', CC
<br /> (f)
<br /> BOTTOM PLATE ; c O RAMP DN I IBC TABLE 721.1(2) ITEM 15-1.15 •
<br /> FLOORCOVERING BOTTOM PLATE n n
<br /> Illh As FRAMING: 12x4, OR DMATCH (E), WOOD 0 W
<br /> 111:::-.11 PROVIDE EDGE PROTECTION 4"MIN. O SINGLE BOTTOM PLATE.BLE TOP PLATES, Z Z LLI N
<br /> ABOVE LANDING SURFACE. LU
<br /> HANDRAILS NOT REQUIRED. O SHEATHING: 5/8" TYPE X GWB, 4' WIDE ) Z Q 00
<br /> 0 L SECTION O
<br /> NOT TO SCALE TYPICAL DOOR FRAMING
<br /> NOT TO SCALE NOTE A RAILING OR OTHER APPLIED HORIZONTALLY WITH VERTICAL
<br /> TYPICAL WALL 3 BARRIER IS RECOMMENDED JOINTS OVER STUDS. >'
<br /> TO PREVENT A POSSIBLE 0 W
<br /> TRIPPING HAZARD. INSULATION: CAVITY TO BE FILLED WITH I1'
<br /> O 3-1/2" THICK MINERAL WOOL INSULATION ) 0 w t
<br /> (2.5PCF, NOMINAL) OR MATCH (E). I CO >
<br /> W
<br /> CL
<br /> 3'-0" / / GWB FASTENERS: 2-1/4" #6 TYPE S O Q W
<br /> PLAN VIEW TOTAL RISE <3" 10 DRYWALL SCREWS 012" DC U1 M W
<br /> INTERIOR ADA RAMP11 JOINTS & FASTENER HEADS: GWB JOINTS
<br /> NOT TO SCALE COVERED WITH PAPER TAPE & JOINT
<br /> Y COMPOUND, FASTENER HEADS COVERS
<br /> �� 3Y WITH JOINT COMPOUND TENANT
<br /> cI
<br /> 11s (E) INSULATION TO REMAIN IMPROVEMENT
<br /> 4 `IQ (E) 1/4"CEMENT BOARD _ DRAWINGS
<br /> III EXTERIOR SIDING TO REMAIN
<br /> ) ^�F INSTALL SIDING TO
<br /> �,. _in' MATCH (E)OINFILL (E) EXTERIOR CEDAR
<br /> 1 WINDOW *46"x46" SIDING TO REMAIN
<br /> II
<br /> O7YP '¢<►�`�"([1/
<br /> ISEE 1/A-3.0 MAIN LEVEL 4� MAIN LEVEL
<br /> (E) 1/2' PLYWOOD HSHEATHING TO REMAIN H : 0.4
<br /> (2) 2x8 RIM BOARDS
<br /> © p (N) (2) LAYER 5/8'ttPE •X' GWB I
<br /> INSTALL SIDING TO ��\ Sl I C H'� WW (N)TRANSITION TRIM r/MATCH (E)OINFILL dJ 1 C N i .t ' : �t SCHEMATIC DESIGN 11/07/18
<br /> s�� WINDOW, 424"x27" ,. v,o
<br /> I
<br /> ► 1/4" CEMENT BOARD j j- ^ 2x8 JOISTS©� ' I��i w,. {N) FLASHING WITH DRIP 11 ,,, EXTERIOR SIDING j �1
<br /> a_ . �, S (UNTREATED REVISIONS:
<br /> 8P�•y p m a EDGE AT (N) SIDING TO � )re F m i PREVENT MOISTURE � . _ (N) 2x4 PLATE (UNTREATED)' 2x4 (UNTREATED) NO. DESCRIPTION 0:2101715:11188
<br /> "� t m . .1 =�`"a...,.""....` TO ATTACH GWB EXTERIOR I ��."...-
<br /> 0 S 1 �� .1.1`4
<br /> INFILTRATION i trip CEDAR SIDING tit AS-BUILT
<br /> n• tl 1�� I g z aJ ,e.
<br /> a © II- ,$ (N) 2x6 DF WALL �
<br /> Y• p 15�1�� i'0 (2,,f.,p i 5 (1) LAYER A REVISE RESTROOM
<br /> o.§ I z a 6ntit. a (N) EXTERIOR CEDAR �5i 95 DOUBLE ITOP4PLATE ATO 1/2" PLYWOOD 5/8"GWB
<br /> d.r�_I °d§ o�_^ SIDING OVER GWB nn" nn §
<br /> 0 1 i a ©OTYP iry1��- ¢ �p;I. .T 8 FINAL TI DRAWINGS 12/07/18
<br /> ` Olri �rt I P ©O (__ -; BASEMENT LEVEL(TYP) SHEATHING _' .;
<br /> Ia( I11 I Y III y��II BASEMENT LEVEL t z BASEMENT LEVEL Q
<br /> ;p / `g° REV PER CITY COMMENTS 03/25/19
<br /> I I $ I I g '3 ''1'1 sq 2x6 WALL 1 �j 2 ROUND2 CITY COMMENTS 06/19/19
<br /> fiI t z 0 j ft IF2 (N) (2) LAYER 5/8" ill. Ya FRAMING (TYP) _I 2x6 PLATE ATTACHED
<br /> • OTYPE 'X' GWB I I
<br /> ,' 3 ZI q� � „( (N) 1/2”PLYWOOD 54, Y's (N) (2) LAYER 5/8"
<br /> it-...i TO CONCRETE WALL DRAWNBY:DJMK I APPROVEDBY:DJMK
<br /> • 1: )�•'"� ! SHEATHING 0 WINDOW II
<br /> INSULATION (TYP) (BELOW)
<br /> ID iYP ►i a s I � 00 ttP1"11'-'-'41g
<br /> .:=^a� R PLACE GWBETO �2 ►—i
<br /> INFILL TO MATCH (E)
<br /> 2 (E) WINDOW 24'x27` (E) WINDOW 46"x48"
<br /> 9 SHEET TITLE:
<br /> I - REMOVED TO BE $ 03'-1"AFF TO BE (E) CONCRETE WALL CONCRETE WALL
<br /> 1 i j I REMOVED TO GRADE TO REMAIN TO GRADE
<br /> CITY OF EVERE)TT DETAILS
<br /> 1-HOUR IN-FILL2-HOUR IN-FILL PROPOSED MODIFICATION EXISTING CONDITIONREVIEWED FOR P RW IT TYPICAL
<br /> SCALE:AS NOTED
<br /> O TYPICAL WINDOW IN Fill 0
<br /> NORTH WALL SECTION TI DRAWING SET (
<br /> NOT TO SCALE NOT TO SCALE N)
<br /> DATE ISSUED:12/28/1 3//�j
<br /> SHEET NUMBER:
<br /> A-3.0
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