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<br /> he piar�s,ideas,arrangemmks and desl9ns Indkatzd p F��C E �
<br /> re represcented 6y these crzwings are owned 6y,
<br /> rid are Ne pro;�ty M PAQFfC DENtAL SERVICES and �
<br /> ere aeated aM d_w�opM soldy for use on,a�(n
<br /> nneMon wtlh the speclrk pro�ea,and sf�l not 6e used,
<br /> n vrhole or in part,tor any purpase for whidi they we
<br /> / r r , ot ork�nalty tntmded without written permisslon from
<br /> / � A.`�.IftC DFMAL SEIIVICESm2017.
<br /> � �
<br /> A35 CLIP TYP. 3 # 10 SCREW5 J � �
<br /> TO 2X BLKG � DRAWING ISSUANCE DATES
<br /> ++ + {+ r TEMPERED GLASS. � HANDICAP ACCESSIBLE ° ~'
<br /> ++ 1p" PE�HANDICAP SIGN LOCATION ON DOOR AND
<br /> ACROSS�FgRST 3 AYS „ / „ CODE REQUIREMENTS TO LATCH SIDE OF DOOR. BID SET:
<br /> M C O R N E R O F W A L L 3-5/8 X 2 0 G. . / (E) RAFTERS @ 24 O.C. B R A I L L E S I G N O N W A L L A D J A C E N T F O R C O N S T R U C T I O N:
<br /> SEE PLAN FOR LOCATION SEE DETAIL 11/H-1
<br /> 4 ROWS HIGH) BRACE A B B1 INTERIOR DOOR-SAME AS DOOR TYPE'B' � �AT�: REVISIONS:
<br /> @ 24" .C. � STOREFRONT DOOR INTERIOR DOOR HAS RESTROOM SIGNAGE} INTERIOR DOOR W/SIDELIGHT
<br /> 3-5/8"X 25 G.A. BRACE EXISTING * 3'-0"x 8'-0"x 1 3/4" * 3'-0"x 8'-0"x 1 3/4" - x - x /4" �
<br /> TAL STUD FRAMWG @ 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 METAL STUD FRAMING W/2#10 SCREWS TO ROOF * ALUMINUM FRAME *ALUMINUM FRAME * ALUMIN M FRAM
<br /> H PER PLAN (�
<br /> + + (CLEAR ANODIZED) (CLEAR ANODIZED} W%14'RSIDQ�IGHT,TEMPERED
<br /> Y
<br /> U
<br /> ¢
<br /> ELECTRICAL BO ' m P-RING Q ����IQ�F�j,H�Q�D
<br /> ri i rcH K
<br /> �- z + — 2-1 2" 25 GA METAL STUD EXIT NOTES: w
<br /> 1. ALL DOOR HARDWARE SHALL BE LEVER OR �
<br /> � � TYPICAL +9'-�10'4T-BAR CEILIN w
<br /> METAL STUD BRACE ° m PUSH TYPE, 30"TO 44"A.F. F- o ,`J ,`J �
<br /> 2.ALL EXITS TO BE OPEN ABLE FROM THE O O
<br /> 9'-6" BTM. OF SOFFIT � �
<br /> CLI � _ o -r,�'� + INSIDE WITHOUT THE USE OF A KEY OR ANY
<br /> d- � � �,;� SEE E-2 SPECIAL KNOWLEDGE OR EFFORTS. DEAD BOLTS
<br /> 0° °? "' 1/2"TYPE'X'GYP, BD. 3 A DU�RAB EMS GN (1" HIGH LEITERS) SHALL D INTERIOR DOOR- FRENCH E INTERIOR SLIDING F INTERIOR DOOR � EXTERIQR DOQR �INTERIOR DOQR-
<br /> � '� SEE E-2 FOR DIM.
<br /> BE PLACED OVER THE MAIN EXIT-ENTRY . 3' 0"x 8'-p°x1 3�4" PANEL DOOR * POC��ET� �� �� EXISTING POCKET DOOR W/GLASS
<br /> �� DOORWAY'THIS DOOR TO REMAIN UNLOCKED C, P.LAM I H � �� � , „ 3-0 x 8-0 x 1 3/4 , „ , , „
<br /> 23 S. FIN S � 4-0 x 8-0' x 1 3/4 S.C. P.LAM FINISH * 3'-0°x 7'-0"x 1 3 4" * 3-0 x 8-0' x 1 3/4
<br /> 8'-0" 4X4 WOOD POST �- W H E N B U I L D I N G I S O C C U P I E D', *ALUMINUM FRAME S.C. P,L A M F I N I S H * � S.C, P.LAM FINISH
<br /> CLE,4R ANODIZED) * A L U M I N U M F R A M E H O L L O W M E T A L D O O R. *
<br /> 4. MAXIMUM DOOR OPENING EFFORT OF SLBS, �RENCH GLASS TEMPERED 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 POCKET DOOR
<br /> SEE PL4N IF USED SEE PLAN IF USED
<br /> XRAY �QUIPMENT �ACKING, TYPICAL SCALE: 3/8" = 1'-0" 20 CEPH/PANO EQUIPMENT BACKING SCALE: 3/8" = 1'-0" 19 SOFFIT ABOVE RECEPTION- PARALLEL TO EX. JOISTS SCALE: 3/8° = 1'-0" lg DOOR ELEVATIONS / EXIT NOTES SCAL�: 3/16° = 1'-0" 16
<br /> I�JO. SIZE TYPE INIS REMAR}CS
<br /> 1 3'-D"X s'-o" H GP P�CKET D�DR W/ G�SS
<br /> 2 3'-t}^X 8'-[�" C GP W/ 14"TEMPEREd SIDELICaHT
<br /> 3 3'-Q"x 3'-0" B1 GP PRIVA�Y L�CK W/ UIVDERCUT
<br /> 1 3 4 3'-0"x 8'-0" B1 GP PRIVACY LOCK W/ UIVDERCUT .
<br /> 5 3'-0"x S'-4" B C;P E UIPNIENT Rtl'JP�I FRAME 5-1/2" & bOQR CL�SER �
<br /> 6 �'-0"�: 8'-0" D GP FRENCH
<br /> 3 #10 SCRE , 7 ��-a�"i� g�-a° D GP FRENCH � \
<br /> + 8 3'-Q"x 8'-0" D GP FRENCH V�ff KEYED L�CK o � z
<br /> x + ++ 9 3�-a��x a�-a�� D �P STQFL4+�E '�1/ IJNC�ERCUT W u' �� "�
<br /> (E) 2X @ 2 " .C. � 10 �'-o"x g'-�" C �P W/ 14"TEMPERED SIbELIGHT ',N/ KEYED LCICK � _ � � �
<br /> 4 (2X6 OR LA G R} 1� ��-o��x s�-a�� e �P �ouNGE W ¢ � ��
<br /> 2 I12 � , ¢
<br /> T� 3-5/8"X 25 G.A. BRACE �
<br /> � ~
<br /> @ 48°O.C. ALTERNATING V �' W
<br /> � � Q
<br /> 2- #10 SC W/2#10 SCRFWS TO ROOF E1 ' ' ' ' � ' " P,LUNI EXISTIN� STQREFRQNT ENTRANCE = o C \ `�"
<br /> + + E2 3'-4"x 7'-0" ALUM EXISTING EXIT DC}OR U ,-+ \�
<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
<br /> +9'-10"T-BAR CEII,I�G
<br /> —�J_ 'SS': SEEAl,l
<br /> l, FACE OF WALL. + + 9'-6" BTM. OF SOFF� 'MK' (KIDS): SEE A1.1
<br /> 2. LAY-IN CEILING ACOUSTIC SEE E-2
<br /> PANELS. 1/2"TYPE'X'GYP. D,
<br /> SEE E-2 FOR WIDTH NOTES: W
<br /> 3. SUSPENSION SYSTEM FOR 1.COORDINATE R.O. WITH SCHEDULE ON A-1.
<br /> LAY-IN ACOUSTIC PANELS. 2. INTERIOR DOORS, HARDWARE, FRAMES AND HINGES
<br /> 4. WALL ANGLE- , PROVIDED BY PDS IN SERVICE PACK 1. � �
<br /> 3.P,LL THRESHOLDS TO COMFLY WITH A117.1 AND 2006 IBC �— �
<br /> SEC. 1008.1.6- 1/2" MAX. �
<br /> � (�
<br /> J � •
<br /> 15 T-BAR @ WALL 14 SOFFIT ABOVE RECEPTION - PERPENDICULAR TO EX, JOISTS SCALE: 3i$" � 1'-0" 13 12 DOOR SCHEDULE SEE MANUAL FOR MORE INFORMATION 11 � �
<br /> � � �
<br /> W �
<br /> � � w o° .
<br /> r—� � � �
<br /> �
<br /> TOS (1" PENETRATION) I.C.B4O. N0. 1290 � � � �
<br /> 16'-2" B.O. RAFTER � (E) 2X6 SUB PURLIN @ 24" O,C. � � � �
<br /> E S F26P AT EA. END. � �
<br /> C — — — — — — — — — �
<br /> �
<br /> BOTfOM OF RAFTER FOR ATfACHMENT
<br /> 10 WD CKING FRAMING/BLOCKING ABQVE SEE DETAIL 10 \� �\ � � � Q � M
<br /> \\ \\ � � Q �;
<br /> �° \ ; ; � �--- � � �
<br /> ACROSS ENTIRE ROOM EXISTING PURLIN TRUSS VERTICAL STRU � 1 � -� c�j Q v �
<br /> FROM BACK CORNER OF WA L � O� s�
<br /> TO ONE BAY PAST OPENING BY CEILING GRID � � (3) #8 SCREWS � �
<br /> EXISTING ROOF � W
<br /> z � MANUFACTURER BOTiOM CLIP \ \ RAFTER JOISTS � � � ,� �
<br /> SEE PLFIN FOR LOCATION �- OR 25 GA. STL, STUD, ATTACHED TO \\ \ � � �
<br /> � BLACK IRON MAIN RUNNER ��
<br /> MIN, 3-1/2 25 GA. MTL.
<br /> � � 6"25 G.A.MTL STUDS @ 16"O.C. @ 12'-0" OJ EACH WITH N0. 12 SHEET � STUD BRACING AT
<br /> o WAY METAL 5CREWS � ��
<br /> m 45d'�Od}ANTERNATE
<br /> \\ \\
<br /> o MAIN RUNNER
<br /> m .. .. ::.... - .:..: ,:..: .:..:. ... :. •.....:.,.:.,,:.... . ...,:....... li'-2/9'-10"A.F.F. (WHEN REATER THAN 6'-0° LONG} � � C° c�v U
<br /> CEILING TILE BEND STU[3 BRACE W
<br /> o M AL STU FRAMI VARIES,SEE E-2 � ao Uj
<br /> •-+ P P�N + 3-#8 SCREWS WEB TO TRACK U ' Q M w
<br /> � 1/2"SHEETROCKTYPE'X' GYPSUM BOARD , „ , Z U
<br /> W/Q R Y W A L L S C R E W S @ 6"O.C. C�+9-10 CEILI� - - - _ � o � �
<br /> NOTE: MAXIMUM STRUT LENGTH: CONDUIT SIZE: STUD SIZE: CEILING � � � � ¢ �
<br /> POWER A. JOINTS FINISHED, 32 INCHES 1/2"� 2-1/2" 25 G.A. � � ', Q � Q
<br /> B. AT RESTROOM GYP.BD.CEILING(+9'-0")-6"25 GA. METAL STUDS @ 16"O.C. 50 INCHES 3/4" Q� 2-1/2" 25 G.A. U
<br /> 69 INCHES 1" � 2-1/2° 25 G.A. � Q W
<br /> **** LESS THAN 6'-Q" � J U
<br /> � '�� � � �
<br /> : W a�o Q
<br /> � � � �cia
<br /> � z � �
<br /> IJ�1 , Q � �: �
<br /> FLEX SLIDING DOOR FRAME SCALE; 3/8" = 1'-0" 10 GYP. BD. CEILING SCALE: NTS 9 T-BAR DETAIL � � � ~ � �
<br /> SCALE: NTS $ 7 PARTITION WAL�TO STRUCTURE SCALE: 1-1/2" = 1'-0" 6 �
<br /> �
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<br /> >3'.";s�c3.; � ; f; ,.:,.,:.:r.:.�a.
<br /> >=�'���i:>����� E::;.3�u��a�a••�s
<br /> x;;Z>,;•,
<br /> i� :. a��x�o' .
<br /> EXISTING f;�s»:s$f :.:���;���
<br /> - ROOF MEMBER --- , � *�.>
<br /> ��>� �:.,;:>
<br /> «:;� :; ;�;
<br /> ;::.,
<br /> f><>�<<� �v: ., >,_.
<br /> ROOFSTRUCTURE
<br /> \ \ � •x;€E>� ;_.,�>_ar
<br /> EXISTING w \ \ W "�`}
<br /> 8"MAX. FROM WALL 12 GA. WIRE SPLAYED IN FOUR ROOF MEMBER �
<br /> —�X ) 1-1/4" � MTL. STUD � � � z
<br /> DIRECTIONS 90 DEG ES APART Q �� � �
<br /> TO END SUPPORT AT 12'-Q"Q.C. EACH � BRACING AT 48 O,C. O
<br /> OARSETHREA >
<br /> WAY,45°ANGLE MIN. 3-1/2" 25 GA. MTL. STU \ CREWS �- STAGGER SEE 6/A-2� \ \ �
<br /> FROM HORIZ. E BRACING AT 48"O.C. � (WHEN GI�EATER � M
<br /> iJ4" DIA.X 3" EVE SCREW " STAGGER SEE 6/A-2 "`' tHAN 6'-0" LONG
<br /> W/ 1 1/4" MIN. PENETRATION F8�9� �° (WHEN G�tEATER � � � CONT.TO TRACK �
<br /> 5° '�qr � THAN 6 0 LONG) r, R-13 IN ULATION � +9'-10" SHEET TITLE
<br /> AT ANGLE OF WIRE SUSPENDED CLG. CONT.TQ T CK D ETAI LS
<br /> W
<br /> SCHEDULES �
<br /> D .
<br /> SPIJaY WIRE W/4 „ +g�_p�� 3 5/8" MTL STUD
<br /> TIGHT TURNS T-BAR GRID SHALL BE_�' 3 5/8 MTL STUD
<br /> SUPPORTED AT FOUR CORNE 25 G.A.AT 16" O.G „ 25 G,A,AT 16"O.C. 5/8"TYPE"X" GYP
<br /> RRpUN�I G GHT CEMCO OR EQUAL 1 2 SOUND BOA BD, BOTH SIDES
<br /> HANGER WIRE W/3 XTURE W�H�NE(1) ` as� M,�. ER-4943P
<br /> I SIDE EQUIP. RM ONLY f�RAWN �Y; TE/BW
<br /> TIGHT TURNS N0. 12 GA.WIRE 45�"�' W/R-13 INSUlATION 5/8"TYPE"X" GYP
<br /> HANGER AT EACH CORNER BD. BOTH SIDES 1St SUB DATE: 10-6-17
<br /> 1/2" SOUND BOARD CONCRETE 3J4N PIN AT�4"p�CK
<br /> 4 TU�NS OF INSIDE EQUIP. RM ONLY 2nd SUB DATE: �
<br /> N07E: USE 8 GA.WIRE AT SUSPENDED EXISTING CONT. BOTTOM TRACK SLAB RAMSET(ESR 1955}
<br /> SPLAY WIRE I MAIN RUNNER CONCRETE 3 4" PIN AT 24" O.C.
<br /> DRYWALL/PLASTER CEILING AND CROSS RUNNEIJ2" FOR 12 G S�B � (�R 5001) � START DATE: 9-13-17
<br /> 12 GA.WIRE AT ACOUSTIC CEILINGS k 7/16° FINE THREAD SCREW
<br /> ALL SUPPORT WIRES SHALL BE ,,9��' I TYPICAL AT BOTTOM OF WALL
<br /> ANCHORED TO MAIN 5TRUCTURAL . @ 16 O,C. BOTH SIDE PRO]ECT N0. EV�-WA�2/#374
<br /> COMPQNENTS ABOVE SFI��T NO.
<br /> �
<br /> SPLAY/ WIRE Al�"ACHEMENT SCALE: NTS 5 CEILING SWAY BRACE SCALE: NTS 4 3 E UIPMENT ROOM WALL WJ SOUND BOARD SCALE: 1-1/2" � 1'-0" 2 TYPICAL PAR�ITION WALL - SCAL�: 1-1/2" = 1'-0" 1
<br />
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