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e pWns,Ideas,arrangert�ts aM Oeslgns Indkated 0 F F I C E
<br /> re re0rescemed by thrse drawings areowned 6y,
<br /> �d are the property of PAUFIC�EttTAi SERV[CES and
<br /> ere created and devmoped sdety kr use on,an�in
<br /> � nnectlon wtli the speclfk proJed,and shall not 6e used, ���
<br /> � n w�oie or In part,for any puryose tor wMch Mey were
<br /> ot oAglnairy Intended wRhout whtten pe�mts9on from
<br /> (— I——1 � AC[RC DENTAL$ERVICES02017.
<br /> A35 CLIP TYP. 3 # 10 SCREWS �/ � � a
<br /> TO 2X BLKG w
<br /> + + r TEMPERED GLASS. HANDICAP ACCESSIBLE � � DRAWING ISSUANCE DATES
<br /> 2X12 WD BRCKING
<br /> ++ CO�DEERE�AUIREMENTS TO LATCH SIIDE OF DOOR. AND BID SET:
<br /> ACROSS FIRST 3 BAYS 3-5/8"X 20 . (E} RAFfERS @ 24" O.C, BRAILLE SIGN ON WALL ADJACENT FOR CONSTRUCTION:
<br /> M CORNER OF WALL SEE DETAIL 10,11/H-1
<br /> SEE PLAN FOR LOCATION
<br /> 4 ROWS HIGH) BRACE A B Bl NTERIOR DOOR-SAME AS DOOR TYPE'B' � DATE: REVISIONS:
<br /> @ 24" ,C. STOREFRONT DOdR (NEW) INTERIOR DOOR HAS RESTROOM SIGNAGE) INTERIOR DOOR WJ SIDELIGHT
<br /> 3-5/8"X 25 G.A. BRACE * 3'-0" x 8'-0°x 1 3/4" * 3'-0"x 8'-0"x 1 3/4" - x - x /4°
<br /> TAL STUD FRAMING @ 48"O.C.ALTERNATING * 3'-0"x 7'-0"ALUMINUM and GLASS S.C, P,LAM FINISH S.C. P.LAM FINISH S.C. P.LAM FINISH
<br /> PER PLAN AL STUD FRAMING W/2#10 SCREWS TO ROOF * ALUMINUM FRAME *ALUMINUM FRAME * ALUMINUM FRAME
<br /> � PER PLAN (CLEAR ANODIZED) (CLEAR ANODIZED) tCLEAR ANODIZED)
<br /> + + W/ 14"SIDELIGHT,TEMPERED
<br /> �
<br /> v
<br /> ELECTRICAL BO o P-RING o ��f�I��F�H��D o
<br /> a � 2-1 2" 25 GA METAL STUD EXIT NOTES: w w
<br /> z 1.ALL DOOR HARDWARE SHALL BE LEVER OR � �
<br /> � � TYPICAL +9@ 0'4T-BAR CEILIN W w
<br /> PUSH TYPE 30"TO 44"A.F. F- o ,`J ,`� o �-
<br /> ETAL STUD BRACE O1 m 2.ALL EXITS TO BE OPEN ABLE FROM THE O O
<br /> � o - 9'-6" BTM. OF SOFFIT � �
<br /> \ � o M + INSIDE WITHOUT THE USE OF A KEY OR ANY
<br /> � � � M SEE E-2 SPECIAL KNOWLEDGE OR EFFORTS. DEAD BOLTS
<br /> m � "' lJ2"TYPE'X'GYP. BD. 3 A DORAB E S GN (1" HIGH LETTERS) SHALL � INTERIOR DOOR- FRENCH E INTERIOR SLIDING F INTERIOR DOOR � EXTERIOR DOOR O INTERIOR DOOR-
<br /> � '" SEE E-2 FOR DIM,
<br /> BE PLACED OVER THE MAIN EXIT-ENTRY � �� � � �� POC�CET EXISTING POCKET DOOR W/GLASS
<br /> 3 0 x 8;Q' xl �4 PANEL DOOR * 3'-0' x 8'-0" x 1 3/4"
<br /> Z3° DOORWAY'THIS DOOR TO REMAIN UNLOCKED S.C, P,LAi�i FINIS * 4'-0" x 8'-0"x 1 3i4" S.C. P.LAM FINISH * ' " ' " �� * 3'-0"x 8'-0"x 1 3/4"
<br /> � *ALUMINUM FRAME 3-0 x 7-0 x 1 3/4
<br /> 8'-0" 4X4 WOOD POST � WHEN BUILDING IS OCCUPIED. S.C. P.LAM FINISH * ALUMINUM
<br /> (CLEqR ANODIZED ALUMINUM FRAME HOLLOW METAL DOOR. *
<br /> 4. MAXIMUM DOOR OPENING EFFORT OF SLBS, FRENCH GLASS T�PERED * NO FRAME (CLEAR ANODIZED) ALUMINUM FRAME
<br /> FOR BOTH INTERIOR AND EXTERIOR DOORS. SEE PLAN IF U�ED * BEYERLE.US"FLATEC I WOOD"* pOCKET DOOR * (CLEAR ANODIZED)
<br /> (SIDE HEAD HARDWARE) SEE PLAN IF USED SEE PLAN��USED
<br /> SEE PLAN IF USED
<br /> XRAY EQUIPMENT BACKING, TYPICAL SCALE: 3/8" = 1'-0° 20 � CEPH/PANO EQUIPMENT BACKING SCALE: 3/$" = 1'-Q" 19 SOFFIT ABOVE RECEPTION- PARALLEL TO EX. ]OISTS SCALE: 3/8" = 1'-0" 18 DOOR ELEVATIONS / EXIT NOTES SCALE: 3/16" = 1'-0" 16
<br /> rac�_ �r�� T•rFE zetl� �r,�����
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<br /> (2X6 OR LA G R} � �� �'� � _ ,�� � � �aF� �L��;z �4��.}�i��, �.a��� `�C;� �-3,�+�`� �F�,[�t��7" w � � �
<br /> 4 2 �12 __ � a a �
<br /> 3-5/8"X 25 G.A, BRACE �1 3._i�`� ��w�" � N�{t �}�I�T�1�1s;���" �f?�� �j � W
<br /> @ 48"O.C.ALTERNATING E� 3'-� � �'-t�:, G Hh°t E�I�TI�t��:w� � w ,r, � � F
<br /> W/2#10 SCREWS TO ROOF t�, 3°-� � r-�"' ,4 �t�i>>t�•i [-t��.�1 ���€a����� EP��`3����E � '� "'
<br /> + + �
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<br /> 3-5/8° 20 GA METAL STUD Q
<br /> @ 24"o.c.
<br /> + 2-1/2" 25 GA METAL STUD DOOR PLASTIC LAMINATES: �
<br /> @ 24"o.c. 'GP': SEE A1.1 p
<br /> +9'-10"T-BAR CEI 'SS': SEE Ai.l ,--1
<br /> 1, FACE OF WA�L. + 9'-6" BTM. OF SOFF� 'MK' (KIDS): SEE A1.1 W
<br /> 2. LAY-IN CEI�ING ACOUSTIC SEE E-2 H
<br /> PANELS. 1/2"TYPE'X'GYP. D. �
<br /> 3. SUSPENSION SYSTEM FOR SEE E-2 FOR WIDTH NOTES: CJ) J
<br /> LAY-IN ACOUSTIC PANELS. 1. COORDINATE RA. WITH SCHEDULE ON A-1. W W
<br /> 2. INTERIOR DOORS, HARDWARE, FRAMES AND HINGES
<br /> 4. WALL ANGLE- PROVIDED BY PDS IN SERVICE PACK 1. � O
<br /> 3.ALL THRESHOLDS TO COMPLY WITH A117.1 AND 2006 IBC � �
<br /> SEC, 1008.1.6- 1/2" MAX. O W
<br /> J � �
<br /> tB
<br /> 15 T-BAR @ WALL 14 SOFFIT ABOVE RECEPTION - PERPENDICULAR TO EX. JOISTS SCALE: 3/8" = 1'-0" 13 12 DOOR SCHEDULE SEE MANUAL FOR MORE INFORMATION 11 � � �
<br /> � z Q
<br /> w o Q � o0
<br /> . � , � O
<br /> LL = oC ,��'-' N
<br /> TOS STRUCTURE ABOVE (1" PENETRATION) I,C.B.O. N0. 1290 L.L_ �
<br /> 16'-2" B.O. RAFTER I (E) 2X6 SUB PURLIN @ 24"O.C. O z O � �
<br /> �
<br /> C _ _ _ _ _ _ _ _ � 2x BLOCKING E S F26PATEA. END. w � � W W �
<br /> BOTTOM OF RAFfER� FOR ATTACHMENT \\° o� o ° � � I— �
<br /> 10 WD CKING FRAMING/BLOCKING ABOVE SEE DETAIL 10 ; ; W
<br /> \ \\ � � Q ~ x �
<br /> , � �° --� �- -; � � z W � �
<br /> ACROSS ENTIRE ROOM PROVIDE TRACK TO
<br /> EXISTINGPURLINTRUSS VERTICALSTRU WIDE FLANGE CONT. » 1
<br /> FROM BACK CORNER OF WA L ALLOW FOR 1 �� � W Z Q 0 '-"'�
<br /> BY CEILING GRId TRACK 16 GA. WITH DEFLECTION (3) #8 SCREWS � z M �
<br /> TO ONE BAY PAST OPENING MANUFACTURER BOTTOM CLIP � � O w W Z
<br /> EXISTING ROOF Q �
<br /> � RAFfER]OISTS � Q � Q � W
<br /> ATTACHED TO \\ �
<br /> z SEE PLAN F R LOCATI N � BLACK IRONTL STUD, MAIN RUNNER 6�� 20 GA. METAL STUDS MIN. 3-1/2° 25 GA. MT�.
<br /> Y -� „ @ 12'-0" 0/C�EACH WITH N0. 12 SHEET R-19 INSULATION AT 24" O.C. ��
<br /> 0 6 25 G.A.MTL STUDS @ 16°a.c. WAY MEfAL SCREWS FROM FLOOR TO � � 4T0'DO.0(ANGLE
<br /> ° ROOF (U.N.O.) �� � � � 45d f 10d)ALTERNATE
<br /> o MAIN RUNNER I.;�I o DIRECTION �
<br /> � ... 11'-2/9'-10°A.F.F. SUSPENDED CEILING � I'�I ( (WHEN GREATERTHAN 6'-0" LONG)
<br /> � . . .. ::.<.: �.•:•.:...: .:..... .. :. :....:.:.:,•...... . .....:... .
<br /> �° CEILING TILE � BEND STUD BRACE ,� �
<br /> M AL STU FRAMI VARIES,SEE E-2 SEE REFLECTED G.�I 3-#8 SCREWS WEB TO TRACK � �
<br /> o P P�N 1/2"SHEEfROCKTYPE'X' GYPSUM BOARD + CEILING PLAN - - - - . � c�n �
<br /> '� +9'-1Q°CEILI�
<br /> W/DRYWALL SCREWS @ 6"o.c. = = = = = = FOR H EI GH T � � � �
<br /> NOTE: MAXIMUM STRUT LENGTH: CONDUIT SIZE STUD SIZE: I�l' 5�8'� T Y P E "X�� G Y P B D. C E I L I N G � � � rn � "�
<br /> �P O W E R A. ]O I N T S F I N I S H E D. 3 2 I N C H E S 1 J 2"Q� 2-1/2" z 5�.a. F.F. B O T H S I D E S. (U.N.O.�. "'
<br /> B. AT RESTROOM GYP. BD.CEILING(+9'-0")-6"25 GA. METAL STUDS @ 16"O.C. 50 INCHES 3/4"�6 2-1/2" 25 G.A. � �) � � j z � �
<br /> 69 INCHES 1" � 2-1/2" 25 G.A. Q o W
<br /> **** LESS THAN 6'-0" >' O � � o �
<br /> ATTACH WITH POWER DRIVEN o � � �
<br /> � FASTENER AT 24" O.C. (1" O L "' a
<br /> PENETRATION) I.C.B.O. NU. 1290 0 �� �
<br /> JOINT SEALER � � � > �" �
<br /> � � � �
<br /> FLEX SLIDING DOOR FRAME SCALE: 3/$" = 1'-0" 10 GYP. BD. CEILING SCALE: NTS 9 T-BAR DETAIL SCALE: NTS 8 DEMISING WALL 7 PARTITION WALL TO STRUCTURE SCALE: 1-1/2" — 1'-0" 6
<br /> �
<br /> �
<br /> s �
<br /> s N
<br /> EXISTING �`
<br /> ROOF MEMBER --- �
<br /> ROOF STRUCTURE � � W N
<br /> EXISTING W \ \
<br /> 8" MAX. FROM WALL 12 GA.WIRE SPLAYED IN FOUR ROOF MEMBER —�X � ) 1-1/4" � MTL. STUD � � Q z r�
<br /> TO END SUPPORT DIRECTIONS 90 DEG ES APART � � Q BRACING AT 48" O,C. � � O
<br /> AT 12'-0"O.C. EACH OARSE THREA > O
<br /> WAY.45°ANGLE MIN. 3-1/2'' 25 GA. MTL. STU \ CREWS � STAGGER SEE 6/A-2 z � � �
<br /> BRACING AT 48"O.C. � WHEN G�tEATER � �"�
<br /> N FROM HORIZ. E STAGGER, SEE 6/A-2 z � � `�' �HAN 6'-0° LONG) - +9'-10"
<br /> 1/4 DIA.X 3 EVE SCREW 48,. ( CONT.TO TRACK SHEET TITLE
<br /> tHAN 6G0"ELONG) � D ETAI LS
<br /> W/ 1 1/4" MIN, PENETRATION so �q�' �,�' a rvc. R-13 IN ULATION
<br /> AT ANGLE OF WIRE SUSPENDED CLG. CONT.TO T CK
<br /> w
<br /> SUSPENDED • +9'-0" 3 5/8" MTL STUD S C H E D U L E S
<br /> SPLAY WIRE W/4 3 5/8 MTL STUD 25 G,A.AT 16 O.C.
<br /> TIGHT TURNS T-BAR GRID SHALL BE.� 25 G.A. AT 16" O.C. 5/8"TYPE"X" GYP
<br /> SUPPORTED AT FOUR CORNE 1/2" SOUND BOA BD. BOTH SIDES
<br /> SURR �N�IN�LI�HT t CEMCO OR EQUAL INSIDE E UIP. RM ONLY DRAWN BY: TE/]AM
<br /> HANGER WIRE W/3 FIXT�E WITH ONE(1) as� Mwc. ER-4943P „ „ „Q
<br /> TIGHT TURNS N0. 12 GA.WIRE 45°MAX.
<br /> HANGER AT EACH CORNER W/ R-13 INSULATION 5 8 TYPE X GYP
<br /> BD. BOTH SIDES 1st SUB DATE; 1-30-17
<br /> 1/2°SOUND BOARD CONT. BOTfOM TRACK
<br /> TYPiCAL- INSIDE EQUIP, RM ONLY �������E� 3/4" PIN AT 24"O.C. 2nd SUB DATE:
<br /> 4 TURNS OF CONT, BOTTOM TRACK �B RAMSET(ESR 1955}
<br /> EXISTING
<br /> NOTE: USE 8 GA. WIRE AT SUSPENDED SPLAY WIRE I MAIN RUNNER 3/4" PIN AT 24" O.C. START DATE:
<br /> 1 1/2" FOR 12 G CONCRETE ER 5001 10-19-16
<br /> ' DRYWALL/PLASTER CEILING AND CROSS RUNNEFt S�B � � 7J16" FINE THREAD SCREW �
<br /> 12 GA. WIRE AT ACOUSTIC CEILINGS 2, @ 16"O.C. BOTH SIDE PROJECT N0. EVE_WA/#374
<br /> ALL SUPPORT WIRES SHALL BE �q� I TYPICAL AT BOTTOM OF WALL
<br /> ANCHORED TO MAIN STRUCTURAL '
<br /> COMPONENTS ABOVE
<br /> HEET N .
<br /> �
<br /> SPLAY/ WIRE ATTACHEMENT SCALE: NTS 5 CEILING SWAY BRACE SCALE: NTS 4 3 E UIPMENT ROOM WALL W/ SOUND BOARD SCALE: 1-1 2° = 1'-Q" 2 TYPICAL PARTITION WALL - SCALE: 1-1 2° = 1'-0° 1
<br />
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