This document contains architectural plans for a building renovation including floor plans, elevations, and notes. Key details include floor plans showing room layouts and dimensions, notes specifying construction materials and methods, and consultant contact information. Dimensioned floor plans show the proposed layout of spaces including a sanctuary, classrooms, offices, restrooms, and mechanical/electrical rooms. Renovation notes specify materials for partitions, elevations of slabs and stairs, and require shop drawings and manufacturer specifications be submitted.

5. J L M O Q S U V
3
A4-1
6 4 2 10
3 3
A5-2 4 4 4 A5-2 A5-2
A5-2 A5-2 A4-3
20'-0" A5-2 20'-0" A5-2 20'-0" A5-2 20'-0" 16'-0" 24'-7" 12'-0"
7'-6" 4'-6"
ALL INTERIOR PARTITIONS R-11 U.N.O. 149C
7 149B 154B 134A 153S 7
ALL EXTERIOR PARTITIONS R-19 U.N.O.
or fabricating associated work. Bring to the architect's attention any deviation from designed conditions and field conditions prior to ordering materials and installing work, and cooperate with architect to modify such conditions at no additional cost to the owner, architect or architect's consultants. Shop details must be submitted to the architect's office and reviewed by the
Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job. The Scott Partnership Architecture must be notified immediately in writing of any variation from the dimensions and conditions shown on these drawings. Field verify all conditions prior to laying out
copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and written consent of The Scott Partnership Architecture, Inc. In the event of unauthorized use of these documents by a third party, the third party shall hold The Scott Partnership Architecture harmless and agrees to remunerate The Scott
STAIR
architect prior to ordering materials, fabrication and delivery to the job site, unless otherwise provided for under the specific contractual agreement between the architect and client. The Scott Partnership Architecture, Inc. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or
AUDIO / VIDEO
8'-5 1/8"
4'-8" 9'-0" 6'-4" RACK CLOSET 134
EQ EQ 429 South Keller Road #200
116 214 SF
5'-4" Orlando, Florida 32810
17'-0 3/4"
93 SF CRY ROOM UP 3
135 134B
REMOVABLE RAILING HALLWAY A6-4 Phone . . . . . . . . . . . . . . . . . 407-660-2766
149E GREEN ROOM
2'-5" 154 394 SF Fax . . . . . . . . . . . . . . . . . . . . 407-875-3276
136
BACK OF 144 SF Website . . . . . . . . www.scottarchitects.com
6'-3 1/2" 374 SF
HOUSE 135A License Number . . . . . . . . SL#AAC001155
FAMILY 156
27'-8"
149 EQ EQ
RESTROOM ELEVATOR HALLWAY
933 SF LOBBY 153
1'-3 3/8" 5'-8"
136 133 © Copyright 2009 The Scott Partnership Architecture, Inc.
154A R-19 THESE WALLS 156 4533 SF All Rights Reserved Worldwide.
EL 0" 61 SF
EL 0"
2'-6 3/4"
EL 3'-0" 65 SF
135B
149A
"
DN CONSULTANT
5'-0
149D PER MANUFACTURER'S
ENTRY D 153Q
7'-2 3/8"
1 RECOMMENDATION. GC TO
4 6
9'-11" 2'-3 3/8" 10'-8" 7'-0" 138 A5-2 SUBMIT TO DESIGNER/OWNER
EL 0" 176 SF A6-1 A6-4 FOR APPROVAL BEFORE
4'
-5
PROCEEDING.
7/8
STORAGE 131
"
149D
118 6
FAMILY
6'
45 SF RESTROOM
-0
STORAGE
"
10 131 153P
132
EL 3'-0" A5-3 67 SF 3
36 SF
STAGE A6-1
LINE OF CATWALK ABOVE
148
832 SF 3 RISERS @ 6" EA. = 1'-6" RISE 153O
JANITOR'S
EL 3'-0" DN
21'-5"
3 RISERS @ 6" EA. = 1'-6" RISE CLOSET
145 8
11
" 3'-0" 3'-0" 3'-0" 43 SF A5-1
11
2 " 2 PROJECT TITLE
A4-1 8'-0 A4-1
R
21 4'-6
R
11
3'-2 "
21
/3
2"
"
WHEELCHAIR 7
ELEVATOR; PER EL 0"
FAMILY CHRISTIAN
A2-11 5
MANUFACTURER'S
SPECIFICATIONS 1
EL 1'-6" A2-11
WOMEN'S
RESTROOM
CLERMONT, FLORIDA 34711
130
2500 SOUTH HIGHWAY 27
ALIGN WALL WITH
REMOVABLE LOWER STAGE 395 SF 7
SLAB ABOVE
HALLWAY A5-2
147
21'-5"
1
CENTER
91 SF LINE OF PROSCENIUM WALL ABOVE
A4-6
EL 0"
9
8'-0"
LINE OF CATWALK ABOVE WOMEN'S
LOUNGE A5-1
UNFIXED 129
SEATING VOID 129 SF
R 49'-6"
140 SPACE
3798 SF 164 4
ENTRY C2 129
115
143
6'-8 5/8"
273 SF ENTRY C1
8'-0"
143
84 SF 153N HALLWAY
153
115 4533 SF
SOUND BOOTH
1 128
10'-11 1/8"
139
26'-4"
A4-4 68 SF
OFFICE 9
8'-0" 128 A5-2
17'-4 3/8" 171 SF
10
1 OFFICE 127A
7 3/4" 7'-3 1/4"
127 A5-1
A2-11
188 SF 5'-8 5/8"
3'-10 7/8"
Partnership Architecture, Inc. for such use in an amount equal to the original fee for the original documents, plus legal fees, court costs, collection fees and other costs.
3'-0" 3'-0" 3'-0" ALIGN WALL WITH SEAL
SLAB ABOVE 3
10'-1 5/16"
"
127B 2009 MAY 22
ENTRY B2
3'-2
141
N
ENTRY A 273 SF Raymond L. Scott
1"
UC R
TIO
142 LICENSE #AR0008232
TR FO
215 SF 7'-1 22'-9 3/8"
INTERIOR ROLL-UP DOOR;
STATE OF FLORIDA
20'-6"
INSTALL PER MANUF.
BOOK STORE
NS OT
RECOMMENDATIONS
STORAGE 126
CO N
119 119 11' 273 SF
12 -2 126 Kimberly Sue Day, AIA
8'-0" 859 SF " X
ALIGN WALL WITH ELECTRICAL 5 FL. REG. # AR0091738
A5-2
SLAB ABOVE ROOM Y
A5-2
153L 144
81 SF
"
141
1/4
CLOSET
11
152 2'-10" 10'-9" 2
PREP AREA
18 SF REVISIONS
123
12
VOID SPACE 16
# DATE DESCRIPTION
'-0
103 SF '-4 11
146 "
3/8
OFFICE A5-1 X 1 2009 MAY 08 OWNER REVISIONS
OFFICE
"
"
1/4
11 125 2 2009 MAY 22 COMMENT
120
'-7
FAMILY A5-2 123 294 SF 125 RESPONSE /
17
RESTROOM 117E 174 SF
MEN'S OWNER REVISIONS
114 RESTROOM
114 78 SF ENTRY B1
20'-8"
117 5
146 9'-1
319 SF A5-2
17'-5"
94 SF 0
2 RECEPTION 1/4
CLOSET 117F "
A6-1 137 COFFEE SHOP DESK
151 7'-4"
1'-2 7/8" 122 124
54 SF OFFICE
7'-5 5/16" 1'-3" 137 153M 195 SF 188 SF
121
3 175 SF
A5-1 11
1 120 121 A5-3 1
5 122
2
15'-11 3/8"
A5-1
1 A5-1 CLOSET
6 4 8
11'-11 3/8"
151
A5-1 A5-1
12'-0"
7" 163 25 SF A5-1 A5-2
7 DRAWN BY : JK, SS, PH, PT, MA, NW
1 HALLWAY HALLWAY 7
A4-2 153 A5-2 153 A5-1 CHECKED BY : RS, MA, NW, MP
4533 SF 4533 SF
DATE : 2009 MAY 22
0.8 0.8
SHEET #
153U
INTERIOR ROLL-UP DOOR;
THERMAL ROLL-UP DOOR; INSTALL PER MANUF.
3 INSTALL PER MANUF. RECOMMENDATIONS FIRST FLOOR PLAN (ENLARGED)
A4-1 RECOMMENDATIONS
10'-0" 40'-0" 20'-0" 16'-0" 13'-11" 20'-8" 12'-0" 153T
W
A2-3
132'-7" 1
2
A4-2 A4-1
PHASE : 100%
J K N P R T U V
NORTH
ENLARGED FIRST FLOOR PLAN - SANCTUARY
1 SCALE: 1/8" = 1'-0" JOB NUMBER : 09001

6. KEYNOTE LEGEND
NOTES: # DESCRIPTION
1. EXTERIOR PAINT TO INCLUDE M1 ADDITIVE TO PREVENT MILDEW AND 9 EXISTING HM DOOR; COLOR TO MATCH: WOOL STEIN - SW 6148
FUNGUS GROWTH. 14 FOAM TRIM; COLOR TO MATCH: WHITE DUCK - SW 7010
2. PAINT SHALL BE SHERWIN WILLIAMS 20 YR SUPER PAINT OR EQ. 20 WINDOW; RE: WINDOW SCHEDULE
21 METAL AWNING; COLOR TO MATCH:
3. ALL METAL PAINT TO BE ENAMEL BASE. 24 CONTROL JOINT
50 LIGHT FIXTURE; RE: ELECTRICAL DWGS
4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL EXTERIOR LIGHT
54 STANDING SEAM METAL ROOF; COLOR TO MATCH EXISTING
FIXTURES PRIOR TO PURCHASE AND INSTALLATION FOR APPROVAL BY
59 PLASTER OR SIMILAR FINISH BY MTL BLDG MNFR
or fabricating associated work. Bring to the architect's attention any deviation from designed conditions and field conditions prior to ordering materials and installing work, and cooperate with architect to modify such conditions at no additional cost to the owner, architect or architect's consultants. Shop details must be submitted to the architect's office and reviewed by the
Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job. The Scott Partnership Architecture must be notified immediately in writing of any variation from the dimensions and conditions shown on these drawings. Field verify all conditions prior to laying out
ARCHITECT AND OWNER.
copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and written consent of The Scott Partnership Architecture, Inc. In the event of unauthorized use of these documents by a third party, the third party shall hold The Scott Partnership Architecture harmless and agrees to remunerate The Scott
architect prior to ordering materials, fabrication and delivery to the job site, unless otherwise provided for under the specific contractual agreement between the architect and client. The Scott Partnership Architecture, Inc. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or
62 DOOR AND FRAME; RE: DOOR SCHEDULE
5. G.C. TO PAINT ALL EXPOSED PIPES, CONDUCTS, DISCONNECTS & JUNCTION 429 South Keller Road #200
63 STEEL COLUMN; RE: STRUCTURAL DWGS
BOXES TO MATCH ADJACENT. Orlando, Florida 32810
70 SIGNAGE; UNDER SEPARATE PERMIT
6. CONTRACTOR TO PROVIDE FOR COMPONENTS AND CLADDING A NOTICE OF 101 1 1/2" HANDRAIL @ 34"-36" A.F.F./TREAD; TYP Phone . . . . . . . . . . . . . . . . . 407-660-2766
ACCEPTANCE FROM STATE OF FLORIDA AND SHOP DRAWINGS FOR 118 PLASTER OR SIMILAR FINISH TO MATCH MTL BLDG Fax . . . . . . . . . . . . . . . . . . . . 407-875-3276
APPROVAL BY ARCHITECT, ENGINEER, AND COUNTY PRIOR TO ORDERING AND 120 EXTERIOR LIGHT FIXTURE; RE: ELECTRICAL DWGS
Website . . . . . . . . www.scottarchitects.com
CONSTRUCTION. License Number . . . . . . . . SL#AAC001155
121 EXTERIOR WALL SCONCE; RE: ELECTRICAL DWGS
7. ELEVATION HEIGHTS ARE FOR REFERENCE ONLY TO THE ARCHITECTURAL A COLOR TO MATCH: ROCKWOOD TERRA COTTA - SW 2803
© Copyright 2009 The Scott Partnership Architecture, Inc.
DRAWINGS. SEE CIVIL FOR ACTUAL FLOOR HEIGHT ABOVE SEA LEVEL. B COLOR TO MATCH: LUCEN YELLOW - SW 6400 All Rights Reserved Worldwide.
CONTACT ARCHITECT OF RECORD IF HEIGHTS DIFFER. C COLOR TO MATCH: INTERACTIVE CREAM - SW 6113
8. NO SIGNAGE IS INCLUDED IN THIS PACKAGE. SIGNAGE SHOWN FOR
REFERENCE ONLY. ALL SIGNS MUST BE PERMITTED SEPARATELY. CONSULTANT
9. COLOR SAMPLES TO BE APPROVED BY OWNER BEFORE APPLICATION.
PROJECT TITLE
FAMILY CHRISTIAN
1 1 1
A4-2 A4-3 A4-6
0.8 1 2 3 4 5 6 7
CLERMONT, FLORIDA 34711
2500 SOUTH HIGHWAY 27
CENTER
54 54 54 A 14 54 14 118 14 14 24 B 59 20 21 70 54 14 14 14 59 24 20 B 14 14
54 20 14 14 B 59 20 54 54 54 24 B
+54'-10" +54'-10"
T/ ARCH T/ ARCH
+50'-0" +50'-0"
T/ UPPER WALL T/ UPPER WALL
+46'-6" +46'-6"
T/ ROOF T/ ROOF
+38'-0" +38'-0"
T/ LOWER WALL T/ LOWER WALL
EXISTING
BUILDING
TO REMAIN
+27'-4" +27'-4"
3RD FLOOR 3RD FLOOR
+14'-0" +14'-0"
2ND FLOOR EXISTING 2ND FLOOR
BUILDING
TO REMAIN
+0'-0" +0'-0"
1ST FLOOR 1ST FLOOR
EXISTING
BUILDING
Partnership Architecture, Inc. for such use in an amount equal to the original fee for the original documents, plus legal fees, court costs, collection fees and other costs.
63 9 9 118 24 121 54 C 9 9 9 120 9 14 121 24 54 C 118 9 SEAL
TO REMAIN A 24
9 118 63 C 9 14 62 9 C 121
2009 MAY 22
N
ENTRY ELEVATION NORTH ELEVATION Raymond L. Scott
UC R
TIO
3 2 LICENSE #AR0008232
TR FO
SCALE: 1/16" = 1'-0" SCALE: 1/16" = 1'-0" STATE OF FLORIDA
NS OT
CO N
Kimberly Sue Day, AIA
X
FL. REG. # AR0091738
3 3 2
A4-1 A4-2 A4-2
REVISIONS
A B C D E F G H I J K L M N O P Q R S T U V
# DATE DESCRIPTION
1 2009 MAY 08 OWNER REVISIONS
C 21 14 54 14 59 B 20 24 14 14 59 14 70 14 54 14 A B 24 59 14 14 A 54 14 118 21 54 54 2 2009 MAY 22 COMMENT
RESPONSE /
OWNER REVISIONS
EQ EQ
+54'-10"
T/ ARCH
+50'-0"
T/ UPPER WALL
+46'-6"
T/ ROOF
+38'-0"
T/ LOWER WALL
+27'-4"
EXISTING 3RD FLOOR DRAWN BY : JK, SS, PH, PT, MA, NW
BUILDING
TO REMAIN CHECKED BY : RS, MA, NW, MP
63 101
54 54
DATE : 2009 MAY 22
+14'-0"
EXISTING 2ND FLOOR
BUILDING
SHEET #
TO REMAIN
+0'-0" EXTERIOR ELEVATIONS
1ST FLOOR
50 59 121 54 62 9 54 118 9 121 20 9 21 118 20 9 24 120 118 14 121 C 9 62 9 63
A3-1
PHASE : 100%
EAST ELEVATION
1 SCALE: 1/16" = 1'-0" JOB NUMBER : 09001

7. DOOR SCHEDULE
DOOR FRAME GLAZING
# TYPE MATERIAL WIDTH
SIZE
HEIGHT THICKNESS TYPE MATERIAL HEAD
DETAILS
JAMB THRESHOLD SIZE TYPE
FIRE
THICKNESS RATING
HARDWARE
SET REMARKS HARDWARE SCHEDULE
HARDWARE SET #1 (DOUBLE EXTERIOR DOORS)
1ST FLOOR
100A DT-4 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 4/A7-2 4/A7-2 4/A7-2 28"x28" -- -- -- 1 -- -(3 PAIR) 4-1/2"x4-1/2" BUTT - FULL MORTISE - NON REMOVABLE PIN - BB- STAINLESS STEEL
100B DT-1 HOLLOW METAL 2'-6" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- -- -- FINISH
-(1) PANIC EXIT DEVICE
101 DT-7 ALUMINUM 3'-0" 6'-8" 1 3/4" FR-3 ALUMINUM -- 1/A7-2 -- -- -- -- -- -- (2) DOUBLE SWING HINGES ONLY -(6) SILENCER
102 DT-1 HOLLOW METAL 2'-8" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 -- -(2) CLOSER - STAINLESS STEEL FINISH
or fabricating associated work. Bring to the architect's attention any deviation from designed conditions and field conditions prior to ordering materials and installing work, and cooperate with architect to modify such conditions at no additional cost to the owner, architect or architect's consultants. Shop details must be submitted to the architect's office and reviewed by the
Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job. The Scott Partnership Architecture must be notified immediately in writing of any variation from the dimensions and conditions shown on these drawings. Field verify all conditions prior to laying out
copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and written consent of The Scott Partnership Architecture, Inc. In the event of unauthorized use of these documents by a third party, the third party shall hold The Scott Partnership Architecture harmless and agrees to remunerate The Scott
architect prior to ordering materials, fabrication and delivery to the job site, unless otherwise provided for under the specific contractual agreement between the architect and client. The Scott Partnership Architecture, Inc. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or
104A DT-3 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 28"x28" TEMPERED 1/4" -- 6 -- -(2) SINGLE-ACTING PULL - STAINLESS STEEL FINISH
104B DT-8 ALUMINUM 6'-0" 6'-8" 1 3/4" -- ALUMINUM 4/A7-2 4/A7-2 4/A7-2 -- TEMPERED 1/4" -- 3 -- -(2) SINGLE-ACTING PUSH BAR - STAINLESS STEEL FINISH 429 South Keller Road #200
-(1) PAIR FLUSH BOLTS FOR INACTIVE LEAF - FLUSH MOUNTED Orlando, Florida 32810
104C DT-8 ALUMINUM 6'-0" 6'-8" 1 3/4" -- ALUMINUM 4/A7-2 4/A7-2 4/A7-2 -- TEMPERED 1/4" -- 3 -- -(1) ALUMINUM THRESHOLD
104D DT-7 ALUMINUM 3'-0" 6'-8" 1 3/4" FR-3 ALUMINUM -- 1/A7-2 -- -- -- -- -- -- (2) DOUBLE SWING HINGES ONLY -(1) BOTTOM SWEEP Phone . . . . . . . . . . . . . . . . . 407-660-2766
105A DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 4 -- -(1) RAIN HOOD Fax . . . . . . . . . . . . . . . . . . . . 407-875-3276
105F DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 4 -- -(1) SET FULL WEATHER STRIP Website . . . . . . . . www.scottarchitects.com
License Number . . . . . . . . SL#AAC001155
106A DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 4 --
106H DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 4 -- HARDWARE SET #2 (SINGLE EXTERIOR DOORS)
107 DT-3 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 28"x28" TEMPERED 1/4" -- 6 -- © Copyright 2009 The Scott Partnership Architecture, Inc.
-(1-1/2 PAIR) 4-1/2"x4-1/2" BUTT - FULL MORTISE - NON REMOVABLE PIN - BB- STAINLESS All Rights Reserved Worldwide.
108 DT-3 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 28"x28" TEMPERED 1/4" -- 6 --
STEEL FINISH
110A DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- -- 2 -- -(1) PANIC EXIT DEVICE
110B DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- -- 2 -- -(3) SILENCER
-(1) CLOSER - STAINLESS STEEL FINISH
CONSULTANT
111A DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 --
111B DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 6 -- -(1) SINGLE-ACTING PULL - STAINLESS STEEL FINISH
-(1) SINGLE-ACTING PUSH BAR - STAINLESS STEEL FINISH
114 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 5 -- -(1) ALUMINUM THRESHOLD
115 DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 -- -(1) BOTTOM SWEEP
117E DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 -- -(1) RAIN HOOD
117F DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 4 -- -(1) SET FULL WEATHER STRIP
119 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 1.5 HR 6 --
120 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 6 --
HARDWARE SET #3 (DOUBLE STOREFRONT ENTRANCE DOORS)
121 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 6 --
122 DT-11 ALUMINUM 10'-0" 10'-0" 5" -- -- -- -- -- -- -- -- -- MOTOR OPERATED ROLLING DOOR -(2) SET SINGLE-ACTING OFFSET PIVOT HINGES
123 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 6 -- -(2) DOOR CLOSER - NORTON 1605 SURFACE CLOSER OR APPROVED SUBSTITUTION
125 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 -- -(1) 4" EXTRUDED, MILL-FINISH ALUMINUM THRESHOLD (FOR OFFSET PIVOT AND
126 DT-11 ALUMINUM 10'-0" 10'-0" 5" -- -- -- -- -- -- -- -- -- MOTOR OPERATED ROLLING DOOR OVERHEAD CLOSER)
-(2) SINGLE-ACTING PULL
127A DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 6 --
-(2) SINGLE-ACTING PUSH BAR
127B DT-1 HOLLOW METAL 2'-6" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- -- -- -(1) ADAMS RITE MS-1850A DEADLOCK OR APPROVED SUBSTITUTION
128 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 6 -- -(1) CYLINDER - SCHLAGE (7PIN) MORTISE OR APPROVED SUBSTITUTION - FINISH TO PROJECT TITLE
129 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 4 -- MATCH DOOR
131 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 5 -- -(2) WEATHERING SYSTEM - EPDM BLADE SURFACE ATTACHED SWEEP STRIP
-(1) PAIR FLUSH BOLTS FOR INACTIVE LEAF - FLUSH MOUNTED (FINISH TO MATCH
134A DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- -- 2 -- DOOR)
134B DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 1.5 HR 2 NO WEATHER STRIP OR RAIN HOOD
FAMILY CHRISTIAN
135A DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 2 -- HARDWARE SET #4 (RESTROOM DOORS)
135B DT-3 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 28"x28" TEMPERED 1/4" -- 4 --
136 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 -- -(2) SET SINGLE-ACTING OFFSET PIVOT HINGES
137 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 6 -- -(1) DOOR CLOSER - NORTON 1605 SURFACE CLOSER OR APPROVED SUBSTITUTION
CLERMONT, FLORIDA 34711
140 DT-6 HOLLOW METAL 3'-0" 4'-0" 1 3/4" FR-3 HOLLOW METAL -- 1/A7-2 1/A7-2 -- -- -- -- -- (1) PAIR OF HINGES, (1) PASSAGE LOCK SET -(1) PULL HANDLE
2500 SOUTH HIGHWAY 27
-(1) PUSH PLATE
141 DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 -- -(2) STAINLESS KICK PLATE
143 DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- 7 -- -(1) CYLINDER - SCHLAGE (7PIN) MORTISE OR APPROVED SUBSTITUTION - FINISH TO
146 DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- 7 -- MATCH DOOR
CENTER
149A DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- -- (1) PAIR OF HINGES, (1) PASSAGE LOCK SET -(1) HALF MOON FLOOR DOOR STOP
149B DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-2 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- -- 1 --
149D DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 --
149E DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 --
151 DT-1 HOLLOW METAL 2'-6" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- 20 MIN 6 --
153K DT-4 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-2 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- -- 1 --
153L DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- 20 MIN 7 -- HARDWARE SET #5 (FAMILY RESTROOM DOORS)
153M DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- 20 MIN 7 --
153N DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- 20 MIN 7 -- -(2) SET SINGLE-ACTING OFFSET PIVOT HINGES
153O DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 6 -- -(1) DOOR CLOSER - NORTON 1605 SURFACE CLOSER OR APPROVED SUBSTITUTION
153P DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 20 MIN 6 -- -(1) PRIVACY LOCK SET
-(2) STAINLESS KICK PLATE
153Q DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- 20 MIN 7 --
-(1) HALF MOON FLOOR DOOR STOP
153R DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 1.5 HR 2 NO WEATHER STRIP OR RAIN HOOD
153S DT-9 ALUMINUM 3'-0" 6'-8" 2" -- ALUMINUM 4/A7-2 4/A7-2 4/A7-2 -- TEMPERED 1/4" -- 3 --
153T DT-8 ALUMINUM 6'-0" 6'-8" 1 3/4" -- ALUMINUM 4/A7-2 4/A7-2 4/A7-2 -- TEMPERED 1/4" -- 3 --
153U DT-8 ALUMINUM 6'-0" 6'-8" 1 3/4" -- ALUMINUM 4/A7-2 4/A7-2 4/A7-2 -- TEMPERED 1/4" -- 3 --
154A DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 --
154B DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-2 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- -- 1 --
156 DT-2 HOLLOW METAL 7'-0" 6'-8" 1 3/4" FR-2 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 1.5 HR 1 NO WEATHER STRIP OR RAIN HOOD; MAGNETIC RELEASE TRIGGERED BY FIRE ALARM
163 DT-11 -- 9'-9 5/8" 10'-0" 0" -- -- -- -- -- -- -- -- -- -- MOTOR OPERATED ROLLING DOOR; REVERT TO OPEN POSITION TRIGGERED BY FIRE ALARM
164 DT-11 -- 9'-9 5/8" 10'-0" 0" -- -- -- -- -- -- -- -- -- -- MOTOR OPERATED ROLLING DOOR; REVERT TO OPEN POSITION TRIGGERED BY FIRE ALARM
HARDWARE SET #6 (OFFICE & STORAGE DOORS)
2ND FLOOR -(2) SET SINGLE-ACTING OFFSET PIVOT HINGES
202 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 5 -- -(1) KEYED ENTRY LOCK, LEVER HANDLE
203 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 -- -(1) DEADBOLT LOCK SET
-(1) HALF MOON FLOOR DOOR STOP
Partnership Architecture, Inc. for such use in an amount equal to the original fee for the original documents, plus legal fees, court costs, collection fees and other costs.
204 DT-5 WOOD 3'-0" 6'-8" 1 1/2" FR-1 WOOD -- -- -- -- -- POCKET DOOR HARDWARE SEAL
205 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 --
206
207
DT-1
DT-1
HOLLOW METAL
HOLLOW METAL
3'-0"
3'-0"
6'-8"
6'-8"
1 3/4"
1 3/4"
FR-1
FR-1
HOLLOW METAL
HOLLOW METAL
2/A7-2
2/A7-2
2/A7-2
2/A7-2
2/A7-2
2/A7-2
--
--
--
--
--
--
1.5 HR
1.5 HR
2
2
NO WEATHER STRIP OR RAIN HOOD
NO WEATHER STRIP OR RAIN HOOD
2009 MAY 22
209 DT-2 HOLLOW METAL 7'-0" 6'-8" 1 3/4" FR-2 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 1.5 HR 1 NO WEATHER STRIP OR RAIN HOOD; MAGNETIC RELEASE TRIGGERED BY FIRE ALARM
N
210 DT-2 HOLLOW METAL 6'-0" 6'-8" 1 3/4" FR-4 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- 20 MIN 6 -- Raymond L. Scott
UC R
TIO
LICENSE #AR0008232
TR FO
3RD FLOOR STATE OF FLORIDA
NS OT
301 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 --
302A DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 6 --
CO N
HARDWARE SET #7 (SANCTUARY DOORS)
302B DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-1 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 1.5 HR 2 NO WEATHER STRIP OR RAIN HOOD; ACCESS FROM STAIR TO THIRD FLOOR BY KEY ONLY. Kimberly Sue Day, AIA
303 DT-1 HOLLOW METAL 3'-0" 6'-8" 1 3/4" FR-3 HOLLOW METAL 1/A7-2 1/A7-2 1/A7-2 -- -- -- -- 3 -- X
-(2) SET SINGLE-ACTING OFFSET PIVOT HINGES FL. REG. # AR0091738
304 DT-2 HOLLOW METAL 7'-0" 6'-8" 1 3/4" FR-2 HOLLOW METAL 2/A7-2 2/A7-2 2/A7-2 -- -- -- 1.5 HR 1 NO WEATHER STRIP OR RAIN HOOD; MAGNETIC RELEASE TRIGGERED BY FIRE ALARM -(2) PUSH PLATES
-(2) PULL HANDLES
-(2) DOOR STOP W/ HOOK
2" REVISIONS
# DATE DESCRIPTION
RE: SCHEDULE
1 2009 MAY 08 OWNER REVISIONS
2" RE: SCHEDULE 2" 2 2009 MAY 22 COMMENT
RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE 2" RE: SCHEDULE 2"
3'-0"
RESPONSE /
OWNER REVISIONS
RE: SCHEDULE RE: SCHEDULE
2"
2"
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
GENERAL NOTES:
RE: SCHEDULE
1. G.C. TO PROVIDE SHOP DRAWINGS SHOWING FIT, FINISH, AND MATERIAL QUALITY FOR REVIEW
RE: SCHEDULE
BY ARCHITECT.
2. THE SUBCONTRACTORS WILL INSTALL ALL DOORS, FRAMES, HARDWARE, LOCK SETS, AND
ENTRANCE DOORS.
3. G.C. TO VERIFY OPENING DIMENSIONS IN FIELD PRIOR TO FABRICATION AND INSTALLATION.
4. SEE STOREFRONT ELEVATIONS AND NOTICES OF ACCEPTANCE FOR TEMPERED GLASS
1'-0"
LOCATIONS.
5. ALL STOREFRONT WINDOWS AND DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE W/
RE: SCHEDULE
DT-1 DT-2 DT-3 DT-4 DT-5 DT-6 DT-7 DT-8 DT-9 DT-10 ANSI/AMMANWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
6. STOREFRONT MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR DRAWN BY : JK, SS, PH, PT, MA, NW
RE: SCHEDULE RE: SCHEDULE ENGINEERED TO TRANSFER MIN 1.5 TIME THE DESIGNED LOADS TO THE ROUGH OPENING
2" 2" 2" RE: SCHEDULE 2" 2" 2" 2" RE: SCHEDULE 2" CHECKED BY : RS, MA, NW, MP
SUBSTRATE (OR AS PER NOTICE OF ACCEPTANCE).
7. G.C. SHALL HAVE STOREFRONT SUBCONTRACTOR VERIFY ALL DIMS IN FIELD PRIOR TO DATE : 2009 MAY 22
4"
4"
2"
2"
GENERATING SHOP DRAWINGS FOR STOREFRONTS.
8. ALL GLAZING SHALL COMPLY W/ THE FLORIDA PRODUCT CONTROL NOTICE OF ACCEPTANCE
FOR THE SYSTEM SHOWN.
RE: SCHEDULE
9. ALL GLASS TO BE TEMPERED PER NOA DUE TO WIND LOADING. SHEET #
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
HARDWARE NOTES:
NOTE: SEE A7-2 FOR H.M. FRAME DETAILS 1. ADJUST ALL CLOSERS TO A 5 LB. MAX. OPENING FORCE. DOOR & HARDWARE SCHEDULES
2. CONTRACTOR TO SUBMIT TYPE-WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL AND NOTES
DOORS AND HARDWARE SPECIFIED (PREPARED BY A LICENSED AND CERTIFIED CONSULTANT).
3. ALL LOCK AND PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER - SUBMIT OTHERS FOR
A7-1
APPROVAL - ALL LOCKS SHALL BE REKEYABLE.
4. DOOR EGRESS/PANIC SYSTEMS MUST BE IN COMPLIANCE WITH SPECIAL EGRESS CONTROL
DEVICES LISTED IN LOCAL CODES.
PHASE : 100%
FR-1 FR-2 FR-3 FR-4 5. SUBMIT DETAILED HARDWARE SCHEDULE FOR ARCHITECT AND/OR OWNER REVIEW.
DT-11 6. ALL DOORS AND HARDWARE SHALL COMPLY WITH N.F.P.A 101-5-2.1.5.
DOOR AND FRAME TYPES 7. ALL DOORS AND HARDWARE TO COMPLY WITH ADA AND CODE OF FEDERAL REGULATION,
UTILIZING A LEVER LATCH OR LOCKSET.
SCALE: 1/4" = 1'-0" JOB NUMBER : 09001

8. LIFE SAFETY LEGEND 135: CRY ROOM
NEW EXISTING
AREA: 394 SF
EXIT WIDTH PROVIDED OCC. CLASS: ASSEMBLY, CONCENTRATED
(INCHES) OCC. LOAD FACTOR: 7 sqft/person 133: FAMILY RESTROOM
00.0" EXIT WIDTH MARKER
OCCUPANTS: 57 AREA: 61 SF
00.0" EXIT WIDTH REQUIRED
(INCHES) OCC. CLASS: RESTROOMS
154: HALLWAY OCC. LOAD FACTOR: 100 sqft/person
TRAVEL DISTANCE SHOWN: 00'-00" TRAVEL DISTANCE TO EXIT OR EXIT ACCESS AREA: 144 SF OCCUPANTS: 1
DOOR (SEE FBC SECTION 1015.1) OCC. CLASS: CIRCULATION
or fabricating associated work. Bring to the architect's attention any deviation from designed conditions and field conditions prior to ordering materials and installing work, and cooperate with architect to modify such conditions at no additional cost to the owner, architect or architect's consultants. Shop details must be submitted to the architect's office and reviewed by the
Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job. The Scott Partnership Architecture must be notified immediately in writing of any variation from the dimensions and conditions shown on these drawings. Field verify all conditions prior to laying out
copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and written consent of The Scott Partnership Architecture, Inc. In the event of unauthorized use of these documents by a third party, the third party shall hold The Scott Partnership Architecture harmless and agrees to remunerate The Scott
architect prior to ordering materials, fabrication and delivery to the job site, unless otherwise provided for under the specific contractual agreement between the architect and client. The Scott Partnership Architecture, Inc. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or
OCC. LOAD FACTOR: 100 sqft/person
OCCUPANTS: 2 131: FAMILY RESTROOM
AREA: 67 SF 429 South Keller Road #200
FE FIRE EXTINGUISHER W/ MOUNTING BRACKET
136: GREEN ROOM OCC. CLASS: RESTROOMS Orlando, Florida 32810
(10 LBS 2-A:10-B:C CARBON DIOXIDE)
AREA: 374 SF OCC. LOAD FACTOR: 100 sqft/person
OCC. CLASS: ASSEMBLY, UNCONCENTRATED OCCUPANTS: 1 Phone . . . . . . . . . . . . . . . . . 407-660-2766
FIRE EXTINGUISHER RECESSED IN WALL 148: STAGE OCC. LOAD FACTOR: 15 sqft/person Fax . . . . . . . . . . . . . . . . . . . . 407-875-3276
FER (10 LBS 2-A:10-B:C CARBON DIOXIDE) AREA: 832 SF OCCUPANTS: 25 Website . . . . . . . . www.scottarchitects.com
156: ELEVATOR LOBBY
OCC. CLASS: STAGE AREA: 65 SF License Number . . . . . . . . SL#AAC001155
OCC. LOAD FACTOR: 15 sqft/person 116: AUDIO / VIDEO RACK CLOSET OCC. CLASS: CIRCULATION
EXIT SIGNS (SEE ELECTRICAL) OCCUPANTS: 57 AREA: 93 SF OCC. LOAD FACTOR: 100 sqft/person © Copyright 2009 The Scott Partnership Architecture, Inc.
OCC. CLASS: STORAGE OCCUPANTS: 1 All Rights Reserved Worldwide.
OCC. LOAD FACTOR: 300 sqft/person
EMERGENCY LIGHTS (SEE ELECTRICAL) OCCUPANTS: 1 132: STORAGE
AREA: 36 SF
149: BACK OF HOUSE OCC. CLASS: STORAGE CONSULTANT
PROVIDE A FIRE DEPARTMENT KNOX BOX AREA: 933 SF 34.3" OCC. LOAD FACTOR: 300 sqft/person
(WIRED TO TRIP ALARM SYSTEM) AS REQ'D OCC. CLASS: LOADING 11.4" OCCUPANTS: 1
147: HALLWAY OCC. LOAD FACTOR: 300 sqft/person 68.5" 2-hr
BY LOCAL AUTHORITY - COORDINATE FINAL
LOCATION W/ LOCAL FIRE MARSHAL AREA: 91 SF OCCUPANTS: 4 55.5" 68.0" 145: JANITOR'S CLOSET
OCC. CLASS: CIRCULATION 55.5" AREA: 43 SF
OCC. LOAD FACTOR: 100 sqft/person OCC. CLASS: STORAGE
OCCUPANTS: 1 FE OCC. LOAD FACTOR: 300 sqft/person
X-hr X-HOUR RATED PARTITION
OCCUPANTS: 1
FE FE
109: GYMNASIUM 130: WOMEN'S RESTROOM
AREA: 5495 SF 68.5" UP 2-hr AREA: 395 SF
OCC. CLASS: EXERCISE ROOM W/ EQUIPMENT 55.5" OCC. CLASS: RESTROOMS
OCC. LOAD FACTOR: 50 sqft/person OCC. LOAD FACTOR: 100 sqft/person
OCCUPANTS: 111 OCCUPANTS: 4
108: PARTY ROOM #2 129: WOMEN'S LOUNGE
DN
AREA: 515 SF AREA: 129 SF
TRAVEL DISTANCE SHOWN: 166' - 9"
OCC. CLASS: ASSEMBLY, UNCONCENTRATED OCC. CLASS: RESTROOMS
MAX. ALLOWABLE TRAVEL: 250'-0"
OCC. LOAD FACTOR: 15 sqft/person OCC. LOAD FACTOR: 100 sqft/person
OCCUPANTS: 35 OCCUPANTS: 2 PROJECT TITLE
107: PARTY ROOM #1 128: OFFICE
AREA: 567 SF 1-hr AREA: 171 SF
OCC. CLASS: ASSEMBLY, UNCONCENTRATED DN 140: UNFIXED SEATING OCC. CLASS: BUSINESS
OCC. LOAD FACTOR: 15 sqft/person AREA: 3798 SF OCC. LOAD FACTOR: 100 sqft/person
FAMILY CHRISTIAN
OCCUPANTS: 39 OCC. CLASS: ASSEMBLY, STANDING OCCUPANTS: 2
OCC. LOAD FACTOR: 5 sqft/person 127: OFFICE
104: MIXED ACTIVITY AREA OCCUPANTS: 760 AREA: 188 SF
AREA: 3785 SF OCC. CLASS: BUSINESS
OCC. CLASS: ASSEMBLY, UNCONCENTRATED
CLERMONT, FLORIDA 34711
OCC. LOAD FACTOR: 100 sqft/person
OCC. LOAD FACTOR: 15 sqft/person
2500 SOUTH HIGHWAY 27
OCCUPANTS: 2
OCCUPANTS: 254
PROVIDE BLOCKING 144: ELECTRICAL ROOM
SUPPORT IN WALL 103: PARENT LOUNGE 68.5" AREA: 81 SF
WHERE REQUIRED
CENTER
AREA: 385 SF 35" TRAVEL DISTANCE SHOWN: 155' - 2" OCC. CLASS: MECHANICAL ROOM
OCC. CLASS: ASSEMBLY, UNCONCENTRATED OCC. LOAD FACTOR: 300 sqft/person
WALL MOUNTED FIRE OCC. LOAD FACTOR: 15 sqft/person MAX. ALLOWABLE TRAVEL: 250'-0" OCCUPANTS: 1
EXTINGUISHER (SEE FE 139: SOUND BOOTH
OCCUPANTS: 26 126: BOOK STORE
FLOOR PLAN FOR AREA: 68 SF
LOCATIONS) OCC. CLASS: MECHANICAL ROOM VOID AREA: 273 SF
110: ELECTRICAL ROOM SPACE OCC. CLASS: MERCANTILE AT GRADE
AREA: 214 SF OCC. LOAD FACTOR: 300 sqft/person
OCCUPANTS: 1 OCC. LOAD FACTOR: 30 sqft/person
OCC. CLASS: MECHANICAL ROOM OCCUPANTS: 10
OCC. LOAD FACTOR: 300 sqft/person
TOP OF EXTINGUISHER CANNOT
OCCUPANTS: 1 125: OFFICE
HIGHER THAN 2'-3"
1-hr AREA: 294 SF
EXTINGUISHER
BE HIGHER THAN 4'-0"
112: SERVER ROOM OCC. CLASS: BUSINESS
BOTTOM OF
CANNOT BE
AREA: 44 SF OCC. LOAD FACTOR: 100 sqft/person
OCC. CLASS: STORAGE CONTINUED OCCUPANTS: 3
OCC. LOAD FACTOR: 300 sqft/person FROM ALS-3
OCCUPANTS: 1
102: SNACK BAR TRAVEL DISTANCE SHOWN: 105' - 9"
AREA: 197 SF MAX. ALLOWABLE TRAVEL: 250'-0" 2-hr
OCC. CLASS: BUSINESS
OCC. LOAD FACTOR: 100 sqft/person EXISTING TYPE
OCCUPANTS: 2 68.5" II-B TO REMAIN
35"
FE 2-hr
FLOOR LINE 101: FRONT DESK 2-hr
AREA: 268 SF VOID SPACE
OCC. CLASS: BUSINESS
OCC. LOAD FACTOR: 100 sqft/person
OCCUPANTS: 3 UP
124: RECEPTION DESK
PORTABLE FIRE EXTINGUISHER (WALL MOUNTED) 100: LOBBY AREA: 188 SF
NEW
EXTINGUISHER RATING 2-A:10-B:C FIRE CLASS A LIGHT (LOW) HAZARD AREA: 230 SF OCC. CLASS: BUSINESS
Partnership Architecture, Inc. for such use in an amount equal to the original fee for the original documents, plus legal fees, court costs, collection fees and other costs.
OCC. CLASS: ASSEMBLY, STANDING FE OCC. LOAD FACTOR: 100 sqft/person SEAL
OCC. LOAD FACTOR: 5 sqft/person OCCUPANTS: 2
TYP WALL-MOUNTED EXTINGUISHER
OCCUPANTS: 53
DN
68.5" TRAVEL DISTANCE SHOWN: 135' - 4"
1-hr 122: COFFEE SHOP 2009 MAY 22
3 SCALE: 3/4" = 1'-0" 155: STORAGE
35" 68.5"
55.5" MAX. ALLOWABLE TRAVEL: 250'-0"
1-hr
TRAVEL DISTANCE SHOWN: 214' - 1"
MAX. ALLOWABLE TRAVEL: 250'-0"
AREA: 195 SF
OCC. CLASS: MERCANTILE AT GRADE
AREA: 21 SF
FE
N
OCC. CLASS: STORAGE OCC. LOAD FACTOR: 30 sqft/person
Raymond L. Scott
UC R
68.5"
TIO
OCC. LOAD FACTOR: 300 sqft/person OCCUPANTS: 7
LICENSE #AR0008232
TR FO
55.5"
OCCUPANTS: 1 STATE OF FLORIDA
123: PREP AREA
NS OT
2-hr AREA: 103 SF
EXISTING
105: MEN'S RESTROOM OCC. CLASS: STORAGE
2-hr
CO N
AREA: 336 SF OCC. LOAD FACTOR: 300 sqft/person
68.5"
OCC. CLASS: RESTROOMS OCCUPANTS: 1 Kimberly Sue Day, AIA
OCC. LOAD FACTOR: 100 sqft/person 55.5" X
FL. REG. # AR0091738
OCCUPANTS: 4 121: OFFICE
DOOR W/ SAFETY AREA: 175 SF
GLASS LITE 106: WOMEN'S RESTROOM OCC. CLASS: BUSINESS
AREA: 368 SF OCC. LOAD FACTOR: 100 sqft/person
OCC. CLASS: RESTROOMS OCCUPANTS: 2
EXISTING TYPE REVISIONS
OCC. LOAD FACTOR: 100 sqft/person
FIRE EXTINGUISHER IN OCCUPANTS: 4 II-B TO REMAIN 120: OFFICE # DATE DESCRIPTION
RECESSED CABINET AREA: 174 SF 1 2009 MAY 08 OWNER REVISIONS
(SEE FLOOR PLAN FOR 111: ACCOUNTING OCC. CLASS: BUSINESS 2 2009 MAY 22 COMMENT
LOCATIONS) AREA: 238 SF OCC. LOAD FACTOR: 100 sqft/person RESPONSE /
OCC. CLASS: BUSINESS OCCUPANTS: 2 OWNER REVISIONS
OCC. LOAD FACTOR: 100 sqft/person
119: STORAGE
OCCUPANTS: 3
AREA: 859 SF
TOP OF EXTINGUISHER CANNOT
PROVIDE BLOCKING OCC. CLASS: STORAGE
142: ENTRY A
SUPPORT IN WALL OCC. LOAD FACTOR: 300 sqft/person
AREA: 215 SF
BE HIGHER THAN 4'-0"
WHERE REQUIRED OCCUPANTS: 3
OCC. CLASS: CIRCULATION
OCC. LOAD FACTOR: 100 sqft/person
OCCUPANTS: 3
153: HALLWAY 117: MEN'S RESTROOM
AREA: 4533 SF AREA: 319 SF
OCC. CLASS: CIRCULATION OCC. CLASS: RESTROOMS
OCC. LOAD FACTOR: 100 sqft/person OCC. LOAD FACTOR: 100 sqft/person
OCCUPANTS: 46 OCCUPANTS: 4
114: FAMILY RESTROOM
AREA: 78 SF
DRAWN BY : JK, SS, PH, PT, MA, NW
FLOOR LINE OCC. CLASS: RESTROOMS
OCC. LOAD FACTOR: 100 sqft/person CHECKED BY : RS, MA, NW, MP
OCCUPANTS: 1
DATE : 2009 MAY 22
137: CLOSET
AREA: 54 SF
PORTABLE FIRE EXTINGUISHER (IN RECESSED CABINET) OCC. CLASS: STORAGE
OCC. LOAD FACTOR: 300 sqft/person SHEET #
EXTINGUISHER RATING 2-A:10-B:C FIRE CLASS A LIGHT (LOW) HAZARD
OCCUPANTS: 1
TYP EXTINGUISHER CABINET W/ GLASS FIRST FLOOR LIFE SAFETY PLAN,
2 SCALE: 3/4" = 1'-0"
DETAILS AND LEGEND
ALS-2
PHASE : 100%
LIFE SAFETY PLAN - FIRST FLOOR
1 SCALE: 1/16" = 1'-0"
JOB NUMBER : 09001

9. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job. The Scott Partnership Architecture must be notified immediately in writing of any variation from the dimensions and conditions shown on these drawings. Field verify all conditions prior to laying out
or fabricating associated work. Bring to the architect's attention any deviation from designed conditions and field conditions prior to ordering materials and installing work, and cooperate with architect to modify such conditions at no additional cost to the owner, architect or architect's consultants. Shop details must be submitted to the architect's office and reviewed by the
architect prior to ordering materials, fabrication and delivery to the job site, unless otherwise provided for under the specific contractual agreement between the architect and client. The Scott Partnership Architecture, Inc. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or
copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and written consent of The Scott Partnership Architecture, Inc. In the event of unauthorized use of these documents by a third party, the third party shall hold The Scott Partnership Architecture harmless and agrees to remunerate The Scott
Partnership Architecture, Inc. for such use in an amount equal to the original fee for the original documents, plus legal fees, court costs, collection fees and other costs.
1
SCALE: 1/16" = 1'-0"
1
2
3
4
5
6
7
0.8
A3-2
1
FLOOR PLAN - FIRST FLOOR
2
A4-1
1
DN
1
A
A
16'-0"
17'-5"
B
C
1
21'-0"
20'-0"
A2-2
1
A4-2
D
E
20'-0"
22'-0"
F
G
20'-0"
18'-0"
I
H
20'-5"
20'-0"
UP
J
J
3
3
DN
A4-1
A4-1
10'-0"
K
20'-0"
230'-0"
L
DN
RE: STRUCTURAL DWGS
CONCRETE FLOOR SLAB;
2
40'-0"
20'-0"
A3-2
1
A3-1
M
N
1
20'-0"
A2-3
WALL ABOVE
O
20'-0"
LINE OF PROSCENIUM
P
20'-0"
16'-0"
Q
R
16'-0"
13'-11"
S
T
24'-7"
20'-8"
UP
U
U
2
2
12'-0"
12'-0"
A4-2
A4-2
V
V
1
12
1
'-0
Y
A4-2
3/
8"
X
3
A3-1
POSSIBLE USE.
1
A4-1
FIELD AND FIELD INSPECT FOR
EXISTING FIRE RISER; VERIFY IN
2
A2-3
W
12'-0" 20'-8" 20'-6" 26'-4" 21'-5" 21'-5" 27'-8"
150'-0"
1
2
3
4
5
6
7
0.8
ALL INTERIOR PARTITIONS R-11 U.N.O.
ALL EXTERIOR PARTITIONS R-19 U.N.O.
2
2
A3-1
NORTH
A4-1
PHASE : 100%
1
#
SEAL
DATE :
X
SHEET #
DRAWN BY :
CO N
DATE
CONSULTANT
FAMILY CHRISTIAN
CHECKED BY :
JOB NUMBER :
PROJECT TITLE
NS OT
All Rights Reserved Worldwide.
TR FO CENTER
REVISIONS
UC R
Raymond L. Scott
TIO
STATE OF FLORIDA
A2-1
2009 MAY 22
2500 SOUTH HIGHWAY 27
Kimberly Sue Day, AIA
LICENSE #AR0008232
N
FL. REG. # AR0091738
Orlando, Florida 32810
DESCRIPTION
CLERMONT, FLORIDA 34711
09001
FIRST FLOOR PLAN (OVERALL)
2009 MAY 22
RS, MA, NW, MP
JK, SS, PH, PT, MA, NW
2009 MAY 08 OWNER REVISIONS
Phone . . . . . . . . . . . . . . . . . 407-660-2766
License Number . . . . . . . . SL#AAC001155
Website . . . . . . . . www.scottarchitects.com
Fax . . . . . . . . . . . . . . . . . . . . 407-875-3276
© Copyright 2009 The Scott Partnership Architecture, Inc.
429 South Keller Road #200