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Demolition Notes
<br /> A 1. Verify loadbearing condition of all building elements to be affected by the � �
<br /> proposed work and provide appropriate bracing, shoring, or other interim support as required.
<br /> A1.06 2. Maintain required exiting from and 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 /> ���_���� 9�_2�� ��_m" 9�.2�� 5. Protect rernaining building elements from damage.
<br /> WALL rtYPE B � 6. Notify the Architect if any structure is not suitable to support new construction.
<br /> 7. Verify compliance with any requirements for abatement of any aesbestos or
<br /> RA/SED CNARACTER � BRAILLE EXI� SIGN l�"�4F-� W" , � �`�� s __ ' ` " !J�'. other hazardous materials.
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<br /> -- ---- ' - ' - '' p 1. New walls to match e�cisting (assumed to be 31/2" metal studs @ 16"o.c.with 5/8"Type X
<br /> � 3 c�s � GWB both sides)except as noted. Construction type assumed to be Type III-B
<br /> z "- � Z (as specified in original permit drawings).
<br /> D o _ x _ o _ � 2. Furring on concrete walls spaced 16"o.c. and fireblocked 10'in each direction.
<br /> A1.� � � `° A�.�6 3. New soffits and hard ceilings shall be 5/S"Type X GWB on 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 discrepenaes
<br /> ��,
<br /> or necessary changes prior to construction.
<br /> - WALL SLOPED 8" TOP OF 2x6 WALL T LANDING �OP OF 2x4 WALL SLOPED PAR,4LLEL t0 N051NG 6. All dimensions from faoe of existing GWB finish to face of new framing. Notify Ar�chitect of any
<br /> I�"DIA. STEEL PIPE NANDRAI�S 34° �t discrepancies or modifications.
<br /> � ABOvE NOSING, TYP. BOTN SIDES � 7• See structural notes and details for footings,framing members, and connections.
<br /> t,. 8. Provide 1 footcandle emergency egress illumination along exit pathways via battery bug-eye fixtures.
<br /> 3'-7"NIGN R,4fLING W�IAX. OPENING LESS �NAN 4"ONE DIRECTION = 12"NORIZONTAL EXTENSION AT TOP � Verify modifications as needed to existing building spaces for suffiaent egress illumination.
<br /> � 11"�XTENSION AT BOTTOM, TYP. 9. All penetrations through rated assemblies shall be fire-stopped as required.
<br /> `° 60L ID 2x BLOGKING FOR MOUNTING � (see details on sheet A1.02).
<br /> 29'-g 5/g" 10.Verify proper accommodations for sound, lighting, and video equipment.
<br /> ��� TO END OF GLB 11.Verify locations of existing 2A:10:B:C portable fire extinguishers, provide additional units for
<br /> °"' � maximum 75'travel distance.
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<br /> �� 12.New elevator siganage locations and specifications as per ANSI 117.1 Section 407.
<br /> RAILING ANG E 2 ° 13.New exit, restroom, and room name siganage location and specfications as perANSI 117.1 Section 703.
<br /> � ' 14.Electrical work approved under separate permit. Wo�ic includes new lighting, power, HVAC, and elevator.
<br /> 15.Mechanical work approved under separate permit. Work inGudes new HVAC in children's spaces
<br /> NEW 2x6 WALL W/R-21 .G. BArT INSIJLATION and elevator machine room, and new restroom exhaust fans.
<br /> ��� TYPE-XGWB �INIS ED SIDE (NON-R,4TEDJ � Rated Assemblies
<br /> IATrAGNMENTS PER LL TYPE A) � ����,Q �
<br /> `r A 1-Hour Interior Wall Assemblies (Ref. 2013 IBC Table 721.1(2), Item 13-1.3)
<br /> 26'-� 1/4" 6 M LE PoST, TYP. � ( ) 0.055"(no. 16 carbon sheet steel gage)approved nailable metal studs 24"o.c.with full-length 5/8"
<br /> END OF GL �, Type X gypsum wallboarcf applied vertically and nailed 7"o.c.with 6d cement-coated common
<br /> �Q nails. Approved metal fastener grips used with nails at vertical butt joints along studs.Typical all
<br /> 6 MA�LE CURB �4'�Q interior walls unless noted otherwise.
<br /> �' (B) 2-Hour Exterior Wall Assemblies (Ref. 2013 IBC Table 721.1(2), Item 15-1.16)
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<br /> ''' 2x6 wood studs at 24"o.c.with double top lates, single bottom late; interior and euterior side
<br /> P P
<br /> B _ _ _ B covered with two Iayers Type X gypsum wallboard,4'wide, applied horizontally with vertical joints 14 4 R A I L R 0 A D A V E N U E , S U I 1 E 3 01
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<br /> A1.� '�'� BUG-EYE L T R G 14�.�6 over studs. Base layer fastened with 2 1/4"Type S drywall screws 24"o.c.and face layer fastened E D �0 N D S, `�A S H I N G i 0 N 9 8 0 2 0
<br /> EGRESS ILL ` � � 2 _ with Type S drywall screws 8"o.c.,wallboard joints covered with paper tape and joiny compound, ( 4 2 5) 5 8 2 . 0 9 4 8 P
<br /> IYERIFY LOCA S E EXIBTING PIPE GOL. � fastener heads oovered with joint compound. Cavity to be filled with 51I2"mineral wool insulation. 1
<br /> W/ELEC� A�'� �,- Typical new exterior walls unless noted othe�wise. Siding to match existing exterior stud walls. � �2 51 5 8� � �4 3 9 f
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<br /> (C) 1-Hour Floor/Ceiling � Roof/Ceiling Assemblies (Ref. 2013 IBC Table 721.1(3), Item 21-1.1)
<br /> C ' 1 Base layer 5/8"Type X gypsum wallboard applied at right angles to wood joists, I joists, or trusses
<br /> h i l d re n s B a l co n y m��m�rn 24"o.c. with 1 1/4"Type S or W drywall screws 24"o.c. Face layer 5/8"Type X gypsum
<br /> • ARRANGE ANY FURNITURE � ` h■ � wallboard applied at right angles to framing members w�th 1 7/8"Type S or W drywall screws 12"
<br /> Un�inished TO MAINTAIN MlN. 36"WIDE � CI III�r�I1 S SpC�CP BPIOW o.c. at joints and intermediate framing members. Face IayerType G drywall screws placed 2"badc "'�d"�°
<br /> on either side of face la er end oints, 12"o.c. Face la er oints offset 24"from base la er oints. American Institute of Architects
<br /> EGRESS AISLE � � y � y � y �
<br /> ���OW / Joists supporting 1 1/8" plywood applied at right angles to joists as per structural drawings,
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<br /> + minimum8dnails. PROJECI NA � E :
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<br /> A1.08
<br /> MOvEABLE FURrVITURE LAYOUrt � � � Indicates illuminated exit light with battery back-up bug eye lights for suitable Sonrise Christian Center
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<br /> means of egress emergency illumination
<br /> ' ''�' \ � � M:oe Indicates interior elevation drawing reference New Children's Space
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<br /> ��� � ,� � A1.o� 11625 Airport Road
<br /> � 6070D Indicates door schedule reference
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<br /> � :a Everett, WA 98204
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<br /> I � � DEGOR4tIYE POST CAP
<br /> i A1.o� (425) 355.9129
<br /> ''>" � MAPLE CAP RAIL FROM 4x3
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<br /> c� 4x6 MAPLE POST C�VTINUDUS FROM 80TTOM OF GLB
<br /> � S CU ETO(?>N l . 4x8sArlNr iar OCAtlONB PRDJECi NUMBER:
<br /> E R OR Z ERMED E L
<br /> � W/TN THROUGN-BOL TS PER STUGTUR,4L DRAWINC:S
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<br /> 01 .13005
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<br /> 7'-9" EXIStING PIPE COL. 54'-m 3/8" � � „
<br /> METAL MESN BErWEEN POSrS W// 17 GAUGE D A 1 E :
<br /> V E R I F Y V E R I F Y PO WD ER-GO ATED STEEL GNANNEL PER I ME rER SECURED
<br /> t0 P05TS W/1%"�5 PAN NEAD WOOD SCREWS� b"o_�. April 4, 2014
<br /> DIM, TO EXI$�ING GWB - CNANNEL AND MESN �O WfrNSrAND MIN. 125"'NORIZONTAL
<br /> >':� LONGEST EGRE$S I � � LOAD AT ANY POINT ALONG LENGTN WITNDUT PERMANENT
<br /> �; � � DEFORMATION
<br /> ,.,..�� �rRAvEL D151'ANCE 79' I "' � N
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<br /> 9'-5 1/2" 16'-6 5/8" °0 78'-0 I/4" ��
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<br /> WALLS ANGLED� 2.5°
<br /> NEW W,4LLS SNADED DARK 7�20 REG!STER�D
<br /> ,.:IPERPENDICULAR S SNOW _ Ix6 MAPLE CAP ARCMlT�CT
<br /> RAISED CNAR GTER d BR,4ILLE ��
<br /> %"ME rtAL RE VEAL
<br /> EXIT SIGN 6m"�AFF DASHED LINES INDIGATE ITEMS FOR DEMOLITION `�`' f 2-2x4 �
<br /> NEW DUC�Wo�C FROM NEW Roo�7oP PACKAGE NvAC EG?UIPM�Nt 71��EG ES5 W1D1'N PROv! D i�° r� r-��SueF�ooR
<br /> � 4"RUBBER 6ASE PHIL!P�'Y. F�?!SK
<br /> IvERIF LOCA�ION)1\\� � �,��32"R G?UIRED) NOR�ZONrAL 4x8 PER STRUerUR4�. DRAWINGS STAT�C7;=��ASI-I�'etiTON
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<br /> '�. ,� ,._. ;.:. _ _ " ', EXISTING DUGTWORK <BOTrOM OF P05T EvEN WITN BOTrOM OF GLBJ
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<br /> p ^ F. . G A5 NEEDED �; �X(SrING WALLS SNADED LIGNr -
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<br /> - • , EXISTING DOOR TD REMAIN
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<br /> U� {� � � i ' ; BOTTOM OF 24"GLB 2x10 RIM BLOGKING BETW�EN 4xb POSTS
<br /> c� �a ged : Unchang�d - ; - , ,� 2-2x4 GONTINUOUS Al UNDERSIDE OF POSTS d GLBe
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<br /> _.. �- NEW 3 -7 NI N WALL W/WOOD CAP ' � ,>:�
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<br /> WALL-MOUNr�D DIREGrIONAI EXlT L IGHT - �::
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<br /> " �✓'-9" 10'-4��; ._. Unchanged ' ACOUSrICAL CEIL QJ�(,AT 9'-8"AFFIV�RIFYI
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<br /> ��;: EXISrlNG S�AIRGJAY UNCNANGED ` : ' a
<br /> � l33"�GR�55 WIDrN R�QUIRED ` o ':; SCale: 1"= 1'-0"
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<br /> � � - Un�hanged
<br /> FOR EXI�rING AND NEW > >
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<br /> �' OCCUPANTS, 55"PROVIDEDI `" � See structural drawings for connection details.
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<br /> 5`-�" NEW 2x4 STUD WAl.L.. - �ncha g d Verify capacity to resist a 50 PLF and a 200 pound concentrated load, as per IBC 1607.8.1. N 0 i E :
<br /> N�W 2x4 STUD WALL rYPE A ,; ' '
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<br /> n e The inforrriation contair�ed her�n�s inter�ed to
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<br /> RE�iOvE DooR AND FILL WALL �:::.< ��. approved submi�a�s,diagrams,sp�ea�ations�
<br /> _ _ � �-� rYPE-X GWB
<br /> ; _ ` and an other documents as uired as a u�de
<br /> Unchan ed Stora e Classroom � [ �: [ . :;..:.:.. = X"b MAPLE POSrt CONl.FROM ABOVE forconstructioninarrnannerconsister�with
<br /> g g �r TRIM AS SNOWN AT GLB SO SPACE BETWEEN
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<br /> NEW ADA-COMPL IANT�LEYATOR WI tN(N 2x6 STUD U n L'h a n g�,d �n L'h a n g�,d �n L'h a n g ed 6�"GLB 1S 3'-3�"LONGER THAN SNORTER BEAMS co�s and standards shall be brought to ihe
<br /> 8'-� ��" WALL SNAFT PER STRUGTURAL DRAWINGS ; � attention of 1he Architect prior to c�nnstr�lion for
<br /> EMERGENCY PIGTOGRAM SIGNAGE 54°AFF � tv�RIFY> 2 LAYERS �" TYPE X GWB LINING OvER SNEATNING ' rNRu-Bo�rs PER SrRucruR,al ��win�s rfiCation as need�.
<br /> ELEvATOR CALL BUTTONS 36 AFF vERIFY DIMENSIONS AND GLEARANGES �OrNER da�
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<br /> �PIC�OGRAM READS: ��IN CASE OF FfRE, DETA(L$ BASED ON WALL �YPE A� NORIZONTAL 4x8 PER SrRUCTURAI DRAWINGS
<br /> ELEVA�OR IS OU�OF SERVICE. USE EXIT StAI ')
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<br /> NEW DOOR IN EXISTWG OPENING '
<br /> REVISIONS:
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<br /> IVERIFY SIrE) 3070 `� �
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<br /> ° Post Framing at Railing
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<br /> PATCN CEILING GRID AND FLOORING � � A1.OB ;�
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<br /> VISIBLE SIGNALS 72"AFF a; `�`� ' � '
<br /> � � TYPE-X GWB
<br /> � �"PWD SNEATHING
<br /> FLOOR DESIGNATION SIGNAGE ON BOTN JAMBS 54°AFF 4xb MAPLE Posr coNr.FROM ABovE
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<br /> Foyer „x 4 8 1 ORTER TNAN LONGER BEaMS
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<br /> Z-W�4Y COMMUN(CArIONS CON�ROLS AND DIREC�IONS 36"AFF '�> `` ���
<br /> IYERIFY IBC Imm7S D GI�T �O�F�vE�'E�EQUIRE�
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<br /> " EXISrING 5�,41R U CNANGED ?���- �`'u� � �� ___... _. .. _. . er Floor Plan
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<br /> ` � M���Y �� VERIFY MIN VERTICAL SEPaRAT10N �pp
<br /> \ � NORIZONTAL 4x8 PER SrRUGTUR,4L DRAWINGS
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<br /> U er �- loor EI v r PI n 1 869 New SF within existin buildin � � � SNEEi N � MBER ;
<br /> e ato a N �h U er Floor Plan , ( g g) 3 Post Framin at Railin
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<br /> Scale: 1/4" = 1'-0" Scale: 1/ "= 1'-0" Scale: 1"= 1'-0"
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