|
GARAGE T/Slab '"`
<br /> CLEAR CONCRETE s,rrs
<br /> SEALER, TYPICAL � � - � � � � � � �'��x�
<br /> GARAGE 13'-4" '
<br /> SHEET METAL ROOFING, 24 i
<br /> GAUGE MINIMUM, KYNAR ',
<br /> American Property Development,Inc.
<br /> FINISH, TYPICAL REFER TO STRUCTURAL 110 110th Avenue NE suite 550
<br /> _ R-30 RIGID POLYISO OR SHEET S2.03 &S2.04 ' S I
<br /> BATT INSULATION STEEL TUBE STEEL FRAMING �';� 1 LAYER 8"TYPE X GWB BOTH l Be�levue,WA 98004
<br /> � � (WHITEFACE), TYPICAL. MEMBER, TYPICAL % �� CONCRETE WALL AND FLOOR/CEILING, SIDES �
<br /> INSTALL WITH STICKPINS � �� SEE STRUCTURAL DRAWINGS FOR 2 LAYER$"TYPE X GWB BOTH -- - - - ----- ----- �
<br /> > > - �� SIDES
<br /> �� SIZES AND REINFORCING, TYPICAL � � �
<br /> L BRACKET WALL �i' � �I j
<br /> BRACING CONNECTED TO TRACKS TOP AND BOTTOM � � �
<br /> FULL HEIGHT WALL, ,- � � � ��' �
<br /> %� � PER FOOT SLOPE_ CANOPY BRACING, SEE STRUCTURAL I I
<br /> TYPICAL _ - � �'T �4 -- — �, � w �
<br /> -___ ____- DRAWINGS FOR SIZING AND DETAILS, i
<br /> .,� B/Suspended Ceiling = TYPICAL i ,
<br /> 0'_0"see plans �� I
<br /> r C CHANNEL LEDGER, ATTACHED TO - - - '
<br /> ,�O„ BUILDING CONCRETE WALL R-15 INSULATION il
<br /> �I
<br /> y
<br /> ` SUSPENDED CEILING, TYPICAL '
<br /> ANGLE SUPPORT FOR ROOFING R-17.5 XPS RIGID INSULATION I i FLOOR/CEILING TYPE J � ���`� """ " `"�"""
<br /> R-15 BATT INSULATION � ��� E,:i„� ���
<br /> ,� � E�����`
<br /> R-10 RIGID ALL EXTERIOR s
<br /> �
<br /> @ n,�
<br /> �
<br /> ��
<br /> GARAGE
<br /> CONDITIONED � �� _ 3 2" HORIZONTAL Z FRAMING @ 2' HEADERS, TYPICAL '{''�' ', �
<br /> 5 -2 GARAG E �°���� � �� ��
<br /> S P A C E � � - � � �C � W A L L T Y P E W 1 ����� �e,:� � � .,.��:n�
<br /> 7 3$" 22 ga. METAL STUDS @ 2' OC
<br /> 1 HOUR 2 HOUR 2 HOUR 90 DEGREE CORNERS, TYP.
<br /> 8"TYPE X GWB A9�3 " UL U404 w/ADDED INSULATION U N IT II j
<br /> $"TYPE X GWB BOTH SIDES ��; !
<br /> �
<br /> CONCRETE WALL
<br /> �� ' COPYRIGHT C 2018, ALL RIGHTS RESERVED
<br /> L" METAL, TYPICAL. ; �
<br /> 1x4 TRIM, EASE BOTTOM ___ __-_.-__.---_------ __-_-_-_-_-_--�I
<br /> CAULK AT - 3 5/8" 22 ga. METAL STUDS @ 2'OC
<br /> - � EDGE, TYP.
<br /> METAL/CONCRETE � ' SUBMITTAL�REVISIONS
<br /> INTERSECTION � 3 5/8" 22 ga. METAL STUDS @ 2' OC � � 1x6 TRIM, EASE TOP EDGE ,
<br /> � ----- --------
<br /> TYP. `#�_DATE ', DESCRIP110N _
<br /> ALUMINUM FRAMED GARAGE WINDOW, I 1.5" RIGID INSULATION POLYISO. NOTE THAT PLATE �
<br /> ' i 8/3/2018 ' ISSUE FOR CONSTRUCTION
<br /> TYPICAL + HAT CHANNELS @ 2' OC + + 8" THICKNESS MAY VARY FROM '� i �10/29/2018; REVISION #1
<br /> FLOOR TO FLOOR SEE
<br /> �r— -- ------ '
<br /> TYPE X WB �
<br /> G
<br /> � j STRUCTURALPLANS �' � i __
<br /> � ,
<br /> ;�, ' T/Slab �, ��
<br /> �� . 24,-2°. . .
<br /> - i --+-------- ___._-----
<br /> 4" CHAMFER �
<br /> 6" CONCRETE STEM WALL
<br /> 1 ---- --- --
<br /> _- -- _._ _ _ ---
<br /> CONCRETE FLOOR/CEILING � � ____
<br /> r - � � R-30 RIGID OR BATT _ _.____ _ __
<br /> � , _
<br /> � �� INSULATION, TYP.
<br /> - = ;�-' ` -- --------
<br /> �� �� A9.3 ��� � � � ' SPRINKLER SYSTEM
<br /> O i// I o O ENANGSER PT ALL =
<br /> � � ! I �
<br /> r �� !�� � � � , METAL SECURITY GRILLS � �
<br /> �% �' � REFER TO DETAIL 17/A10.5 �'_��
<br /> In ri - . . T�s�ab . '
<br /> te or Non bearin wall ' � � �
<br /> g . o�-o�� ,,�''` ; ' , �
<br /> � S �dewalk � � Exterior Wall section � �'� � ; � � � �
<br /> 3/4"=1'-0" 1 HR GA WP 1072- 1 HOUR '� � ��� ��� � ' ■
<br /> ���� �� '�� ° ' � GARAG E �.; j
<br /> 3/4" = 1'-0�� — ; ,� �� '��
<br /> / _ � �I �
<br /> � �� � �_ , ; �
<br /> ----_
<br /> ----
<br /> -- �--- — N ,
<br /> _ _ �___
<br /> __- -
<br /> - _---- -- � c�
<br /> GARAGE CONCRETE FLOOR/CEILING GARAGE GARAGE �
<br /> �
<br /> M � �
<br /> - < �
<br /> , ,
<br /> ,
<br /> �f� �
<br /> T/Slab V�
<br /> . . .13-4" � � �
<br /> ��� Q � z
<br /> __ --- _-------- - �-+ O
<br /> _ __-- __
<br /> - -- � �
<br /> WATERPROOFING MEMBRANE AT CONCRETE FLOOR/CEILING 1/8" FRP PANEL W/END CAP TRACK TOP (DEFLECTION TRACK)AND SEE DETAIL 10 FOR CANOPY ' � LIGHTS J II >1 � �'
<br /> UNDERSIDE OF CEILING AT ALL � BOTTOM NOTES , �j' i � �"
<br /> � - � � Z
<br /> NON-GARAGE SPACES �� � � � � �
<br /> � 5 1/2" METAL STUD %�� Z
<br /> 'I ; B/Suspended Ceiling � � �, � �
<br /> 'I �� o'-o"see p�ans � 5/8"GWB ON EACH SIDE W/ ��� �
<br /> -- _ � _ � Q
<br /> --- - `" �
<br /> ! RIGID BRACING (25 ga. STUDS OR J-CHANNEL ' �
<br /> R-21 I N S U LAT I O N ______.
<br /> I EQUIVALENT) @ MAXIMUM OF 8' OC. 1/8" FRP PANEL W/END CAP O
<br /> �� NON-LOAD PARTITIONS SHALL RESIST � ^ �
<br /> A MINIMUM OF 5 PSF TRANSVERSE 'i L•Z �
<br /> '� Ij LOAD (IBC). ATTACH TO CONCRETE ; � M
<br /> � W �
<br /> �I WITH 16" EXPANSION ANCHORS. - I 5'-2' � �
<br /> ATTacH To wa��wirH 2- No. $ GARAGE GARAGE � w
<br /> ��� S-S�REWS � " FI RE CONTROL
<br /> � �
<br /> � w >
<br /> i
<br /> �,
<br /> �
<br /> I��� 24 HIGH CONCRETE CURB '�, o W
<br /> , � ,
<br /> i� ' � _ i �
<br /> ,I _ , � '�
<br /> LOBBY I, �' �
<br /> 5� — —,
<br /> 1 LAYER- TYPE X GWB EACH SIDE �
<br /> a
<br /> � '�
<br /> �i WITH 1"TYPE S DRYWALL SCREWS @ �
<br /> --____. __---_
<br /> 8"OC AT VERTICAL JOINTS AND 12" OC ,
<br /> � AT FLOOR AND CEILING RUNNERS AND '
<br /> INTERMEDIATE STUDS CONCRETE WALL, SEE STRUCTURAL 9 TRASH ROOM WALL 1 ouPE X GWB BOTH SIDES GA WP 1072 � '
<br /> DRAWINGS FOR THICKNESS AND I
<br /> REINFORCING �
<br /> 3$" STEEL STUDS (22 GA.) @ 24"OC 5 1/2"22 ga. METAL STUDS @ 2' OC
<br /> � I
<br /> � i 18ga AT WALL HUNG CABINETS HOLLOW METAL DOOR
<br /> 5 1/2" METAL STUD ' "L" METAL, TYPICAL CAULK AT ' I
<br /> 5/8" GWB ON EACH SIDE W/ METAUCONCRETE INTERSECTION I I y
<br /> I J-CHANNEL
<br /> � REFER TO STRUCTURAL PLAN S1.01A&
<br /> ' S1.01 B, S1.02A& S1.02B, S1.03A&S1.03B 1/8° FRP PANEL W/END CAP CONCRETE FLOOR SLAB V�
<br /> FOR CONCRETE WALL THICKNESS & 6" HIGH CONCRETE CURB
<br /> il
<br /> �
<br /> �' CONCRETE FASTENER @ 2'O.C. GAS REINFORCING. � CONCRETE STEM WALL-7" SEE I I, O
<br /> I� OR POWDER ACTUATED ' `I i
<br /> i _ STRUCTURAL U
<br /> O I�
<br /> �
<br /> II� I�� N T/Slab � T/Slab ,
<br /> o�-o�� o�-o�� r �°'
<br /> I'� �� CONCRETE FLOOR/CEIUNG CONCRETE FLOOR/CEILING "`I CONCRETE FLOOR/CEILING ; V J
<br /> I
<br /> , —
<br /> , � ��
<br /> �
<br /> � �
<br /> ,
<br /> : ' �
<br /> .. � .. � . - � . �. � ,. F � .� �
<br /> . .. _ ___ __ � t� � �,�, t�fi
<br /> FOUNDATION FOOTING
<br /> 1� P :� DRAWN BY � �
<br /> ....
<br /> T/Slab J`�
<br /> . . -9'-8" �r SHEET NUMBER- -
<br /> I nterior Non-bearing wall I nterior Concrete wall Metal Stud Wall on Conc.
<br /> 8 9 I Exterior Wall section
<br /> 3/4"=1'-0" GA WP 1072- 1 HOUR 3/4"=1'-0" - 3/4"=1'-0" Meter Rooms @ 2nd floor 20
<br /> 1/2" = 1'-0„ — I
<br /> �� ■
<br />
|