|
DOOR TYPES & DOOR HARDWARE SCHEDULE
<br /> DR. # DOOR FRAME DOOR DIMENSIONS HARDWARE DETAILS REMARKS GENERAL NOTES
<br /> 1.) ALL EXIT DOORS SHALL BE OPERABLE WITHOUT
<br /> THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR 3.01 2
<br /> EFFORT
<br /> w w A 'A4..0,1 p n
<br /> Z w Z_ UJI r)
<br /> U 2.) ALL THRESHOLDS SHALL NOT EXCEED 1/2" INp lr I
<br /> C7 E _ OJ Y Q HEIGHT&SHALL HAVE BEVELED SIDES(1:2 SLOPE) 27'-0"
<br /> 0 U zLU
<br /> 0 h w U) 2 O Cl m w WHEN THE HEIGHT IS GREATER THAN 1/4" 23'-0" 4'-0"
<br /> w -i F_ = z U) �- w O O 0 IY 5 Q O
<br /> Q O � tY = w w O r Q Z w d = �- T' 7 1/2" 14'-0 1/2" 9'-4" O
<br /> tr ¢ 2 O Q w m z 0 U S M = F- 3.) THE BOTTOM 10 OF ALL DOORS SHALL HAVE
<br /> °� °- w w p o- w h 1=- Q U w w w w SMOOTH, UNINTERRUPTED SURFACES
<br /> 2 /2'° u.
<br /> O -� Y w Q `," > Q J w z O > Z O O O O 2'-1" 6'-0 6'-81/2" 61.01, '-61/2' 5'-11/2"
<br /> U = w f w w Q O H E ¢ O O O O
<br /> HEIGHT WIDTH U a Y h cA 0 t _j N U cn tL n 0 0 4.) REFER TO"BARRIER-FREE STANDARDS"ON 131A1 4 4„
<br /> FOR ADDITIONAL INFORMATION A _
<br /> 101A 1 F4 T-0" T-0" 0 0 0 0 0 0 0 0 0 5/A5.01 11/A5.01 6/A5.01 ADAM RITE 8802 36"-PANIC HARDWARE SUPPLIED BY G.C.
<br /> F.O.S
<br /> ..a ._
<br /> 101B 1 F3 T-0" 3'-0" 0 0 0 0 0 0 0 5/A5.01 11/A5.01 6/A5.01 • � � � > � �� -
<br /> NOTE TO SITE ADAPT ARCHITECT:
<br /> 0 � 7
<br /> 102 1 Fl T-0' 3- 5/A5.01 11/A 5.01 61A5.01 I � 717,7771IF FRANCHISEE WANTS TO DELETE
<br /> 103 2 F2 T-0" 3'-0" 9 01 1/A5.01 1/A5.01 2/A5.0� THE PANIC HARDWARE AND N `�
<br /> REPLACE WITH PUSH BAR AND 5
<br /> -- 104A 2 F2 T-0" 3'4" 0 01010 0 0 0 1 10 101 1/A5.01 1/A5.01 2/A5.01 I "'
<br /> ,
<br /> THUMB TURN
<br /> ' THIS IS APPROVED BY o
<br /> 1048 2 F2 T-0" T-0" 0 01 1 0 1 0 01 1 0 10/A5.01 10/A5.01 NA SONIC IF ALLOWED LOCALLY
<br /> BEVERAGE
<br /> 3 =
<br /> 0
<br /> 105 2 F2 T-0" 3-6 0 0 1/A5.01 1/A5.01 2/A5.01 ADAM RITE 8802 36 -PANIC HARDWARE SUPPLIED BY G.C. AREA 2 a
<br /> t3� 6 01;
<br /> _... c/? A6.01.,.` 6.01r et-0
<br /> o
<br /> DOOR TYPES & FRAME TYPES
<br /> O
<br /> 101
<br /> DOORS FRAMES
<br /> o - 1
<br /> L T-10"
<br /> u6 01 iii ` 4
<br /> 01�
<br /> e�._j
<br /> 5.. 7
<br /> _
<br /> 9 (O
<br /> C'O M
<br /> F F.O.S.
<br /> I
<br /> 7
<br /> N
<br /> rr �.
<br /> C
<br /> O
<br /> co M _
<br /> z
<br /> I-
<br /> 6,13 5
<br /> CO M
<br /> OKING -10° 2'-2°
<br /> OFFICE 6.01
<br /> 102
<br /> CP
<br /> J 1 2 F1 F2 F3 F4 C co - o
<br /> --
<br /> W LL
<br /> z 1-3/4"ANODIZED ALUMINUM 1 3/4" HOLLOW METAL ANODIZED ALUMINUM WELDED HOLLOW METAL ANODIZED ALUMINUM FRAME- DARK ANODIZED ALUMINUM FRAME- DARK T-3 7/8",
<br /> O DOOR SI SINGLE PANE,TEMPERED UFACTOR PER
<br /> FRAME-DARK BRONZE FRAME WITH 1/2"STOPS BRONZE BRONZE F.O.S.
<br /> GLASS 1
<br /> a CLEAR ® SAFETY GLAZING REQUIRED PER IBC ® SAFETY GLAZING REQUIRED PER IBC
<br /> w 2406.4 2406.
<br /> U U FACTOR Pni CG 4 N
<br /> }.=r>.,,. .�.., �..WSHGC PER3 o I
<br /> w _ . oo
<br /> t.
<br /> WINDOWS2
<br /> 6-3 3!4"
<br /> 6'-0" 2'-0" tA6 02 6 A6.01 �O A Lin
<br /> `T 1.
<br /> 21, „ 21, 6 o1:a - 5 y
<br /> 21, 2" 2,1 21. 21, -
<br /> - 1 8" 2'-3 3/4' 1'-8' PREP AREA 9_... -`? io 9 SEL A ��`
<br /> 1 I `',
<br /> 11
<br /> CV 2'-9" 2'-9" l'-8" N 3'' CV 6.Q' r V
<br /> LL , A
<br /> s
<br /> .Q5.01, ,��
<br /> . M � � � C-31482 �, �n
<br /> N 3 >r U 99
<br /> A5 5'-8 1/2" -6 114, 4 O ti
<br /> ---- °' F.O.S. F.Q.S. 0 0 0 cv
<br /> 3 �7 - - - -
<br /> CO CV a _.j (O (V - -
<br /> A5 01„ A5 01 _ -... = 7 0 3: 2 30 20
<br /> 6 (P_ Q
<br /> 1 21 �
<br /> M M NN 7 M M A5.01s1 - 2 2 W 0) , _ RENEWAL DATE
<br /> _ �` _ ¢ ��F �A-
<br /> A5 01` �A3.01 - - o L
<br /> �
<br /> "' NOTE TO SITE ADAPT ARCHITECT: tO
<br /> N 11 <.;4 ..1 O N O 3
<br /> 00
<br /> CHANGE U-FACTOR AND SHGC TO
<br /> M
<br /> -4
<br /> 4
<br /> N - , 4 MEET LOCAL ENERGY CODE I o
<br /> A5A1 1 A5 01"t I
<br /> M M A5 oti' $..ays ®marks architects 2020
<br /> kA5.01n iv LL , M
<br /> _ 02.€ 2 6.020 3 0
<br /> 80
<br /> ALL REPORTS, PLANS AND
<br /> _ 1 DOCUMENTS PREPARED BY MARKS
<br /> Q O ARCHITECTS SHALL REMAIN THE
<br /> A a � z PROPERTY OF MARKS ARCHITECTS
<br /> ANODIZED ALUMINUM FRAME- DARK ANODIZED ALUMINUM FRAME- DARK DRIVE-THRU WINDOW 1./4"F.O.S<.', 6 0 5 AND 1S INTENDED FOR USE FOR THIS
<br /> 1Q-1b
<br /> BRONZE, SINGLE PANE, CLEAR BRONZE, SINGLE PANE, CLEAR QUIKSERV PW-2 I SPECIFIC PROJECT ONLY.
<br /> U FACTOR: PER IECC ®SAFETY GLAZING REQUIRED PER SINGLE PANE, CLJEAR
<br /> 1
<br /> SHGC: PER IECC IBC 2406.4 U FACTOR: P =C6Q_0 ._ w
<br /> U FAC ORP IECC 5 - PLANNING SUBMITTAL 11.15.19
<br /> SHGC I C SHGC: PER EC - o
<br /> STORAGE - 1 i BUILDING DEPT SUBMITTAL 04.24.20
<br /> 105 �
<br /> WALL TYPES _ DRAWING
<br /> LEGEND
<br /> o
<br /> 2X4 WOOD STUDS @ 16"O.C. TO 6"ABOVE CEILING CEMENT BOARD TO V-0"A.F.F. GENERAL NOTES
<br /> DO NOT SCALE DRAWINGS. IF THERE ARE ANY GENERAL CONTRACTOR TO PROVIDE ALL WALL 6
<br /> DISCREPANCIES CONTACT THE ARCHITECT PRIOR TO BLOCKING AND BACKING. VERIFY LOCATION WITH
<br /> RESTROOM SIDE: 1/2"CEMENT BOARD FROM FLOOR TO 6"ABOVE CEILING (REFER TO 2/A2.01 FOR BACKING) COMMENCING WORK, OWNER.
<br /> 'V6.027 {
<br /> -EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT REFER TO 131.01 FOR ACCESSIBLE BARRIER STANDARDS
<br /> WALK-IN UNIT: 1/2 CEMENT BOARD TO 1 -0 A.F.F.AND 1/2"GYP. BD. TO 6' ABOVE CEILING USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT- --------�------•--�--- - I
<br /> PROVIDE READILY VISIBLE SIGN ADJACENT TO THE
<br /> REMAINING SIDES: 1/2"CEMENT BOARD TO 1'-0"A.F.F.AND 1/2"PLYWOOD TO 6"ABOVE CEILING DOORWAY STATING"THIS DOOR To REMAIN UNLOCKED I
<br /> DURING BUSINESS HOURS". Q
<br /> 2X6 WOOD STUDS @ 16"O.C.TO 6"ABOVE CEILING(CEMENT BOARD TO V-0"A.F.F.) KEYED NOTES2 0
<br /> 6 4� gg p�
<br /> 2 RESTROOM SIDE: 1/2"CEMENT BOARD FROM FLOOR TO 6"ABOVE CEILING(REFER TO 2/A2.01 FOR BACKING) 1 -RECESSED ELECTRICAL PANELS IN 2x8 WALL. 1 F.O.S. - 0
<br /> REFER TO ELECTRICAL DRAWINGS N 7 N Qcfj Q
<br /> REMAINING SIDES: 1!2" CEMENT BOARD FROM FLOOR TO 1'-0"AND 1/2"PLYWOOD TO 6"ABOVE CEILING 2PROVIDE BACKING IN RESTROOM WALLS FOR WALL
<br /> O
<br /> HUNG ACCESSORIES-REFER TO 2/A2.01
<br /> 3 >VERIFY HOOD WITH EQUIPMENT PLACEMENT A
<br /> COOLER/FREEZER
<br /> 2X8 WOOD STUDS @ 16"O.C. TO 6"ABOVE CEILING (CEMENT BOARD TO V-0"A.F.F.) 4 ; PATIO CANOPY COLUMNS-REFER TO STRUCTURAL --.1 g BUILDING TYPE: 68' PROTOTYPE
<br /> FOR LOCATIONS 6.03
<br /> 30 RESTROOM SIDE: 1/2"CEMENT BOARD FROM FLOOR TO 6"ABOVE CEILING(REFER TO 2/A2.01 FOR BACKING)
<br /> DOOR JAMB FLUSH AGAINST EXTERIOR WALL 103 WON ENS O PLAN VERSION: NOV 2019
<br /> GO
<br /> REMAINING SIDES: 1/2"CEMENT BOARD FROM FLOOR TO 1'-0"AND 1/2"PLYWOOD TO 6"ABOVE CEILING
<br /> 11 CONSTR. DIRECTOR John Treadwell
<br /> 2 4 SITE NUMBER: -
<br /> 01,
<br /> 3-5/8"X 20 GA. METAL STUDS @ 16"O.C. TO 6"ABOVE CEILING " �� REMAINING WALLS: STORE NUMBER:
<br /> IL G -
<br /> u�
<br /> 4
<br /> 1/2 PLYWOOD BACKING 1 1
<br /> ALL SIDES: 1/2"CEMENT BOARD TO 6"ABOVE CEILING BETWEEN STUDS FROM N r - t
<br /> 42"TO 54"A.F.F.LZ
<br /> r�
<br /> 0, -
<br /> EXTERIOR FINISH (VARIES), SHEATHING AND 2X6 WOOD STUDS @ 16"O.C.WITH BATT INSULATION - REFER TO 5 OB
<br /> 1 5
<br /> A4.01 AND STRUCTURAL DRAWINGS GRAB BARS: 11" F.O.S.
<br /> 1/2" PLYWOOD BACKING MEf IS
<br /> RESTROOM SIDE: 1/2"CEMENT BOARD FROM FLOOR TO 6"ABOVE CEILING(REFER TO 2/A2.01 FOR BACKING) BETWEEN STUDS FROM 1q o O >C�l
<br /> JANITOR�. 29"TO 41"A.F.F. 3 a, "- A6A6 02J vi
<br /> REMAINING SIDES: 1/2"CEMENT BOARD FROM FLOOR AND 1/2"PLYWOOD TO 6"ABOVE CEILING w - ' O
<br /> ; 3 0 G)j2 T-8 112 F.O.S. �
<br /> ' 104A 3. � G.YLticbRFllc9(lJtJ LDc+�olim0
<br /> 5 , 4
<br /> EXTERIOR FINISH (VARIES), SHEATHING AND 6"X 20 GA. METAL STUDS @ 16"O.C. WITH BATT INSULATION- GRAB BARS: 6 02°� E :
<br /> REFER TO A4.01 AND STRUCTURAL DRAWINGS 1l2" PLYWOOD BACKING °' r 7 :`'' �oaa 1 - b 15107 OLD HARLAN RD
<br /> BETWEEN STUDS FROM N
<br /> CV
<br /> 29"TO41°A.F.F. z �„ , � N. . . 3 LATHROP CA
<br /> 6 HOOD SIDE: 1/2"CEMENT BOARD TO 6"ABOVE CEILING F.O.S.
<br /> 4„ 5 4"
<br /> 6 , 4 01110.
<br /> REMAINING WALLS: ,.A3A1�
<br /> 1/2" PLYWOOD BACKING 1.2'-7" 10'-5"
<br /> EXTERIOR FINISH (VARIES), SHEATHING AND 2X6 WOOD STUDS @ 16"O.C. WITH BATT INSULATION, FOLLOWED BY BETWEEN STUDS FROM
<br /> FP-u,
<br /> MEN
<br /> 2x4 STUD FURRING-REFER TO A4.01 AND STRUCTURAL DRAWINGS 42"TO 54"A.F.F. O O
<br /> RESTROOM SIDE: 1/2"CEMENT BOARD FROM FLOOR TO 6"ABOVE CEILING(REFER TO 2/A2.01 FOR BACKING)
<br /> REMAINING SIDES: 1/2"CEMENT BOARD FROM FLOOR AND 1/2" PLYWOOD TO 6"ABOVE CEILING
<br /> 2 BACKING PLAN 1 ARCHITECTURAL FLOOR PLAN A2001
<br /> 01
<br /> 1/4"
<br /> 1/4"=1'-011 NORTH 1/4"=1'-0" CONSTRUCTION PLAN
<br />
|