LUTHERAN CHURCH 2016 ADDITION / REMODEL set.pdf · mechanical 100 110 10 a1 a1 1 details 1 a1...
Transcript of LUTHERAN CHURCH 2016 ADDITION / REMODEL set.pdf · mechanical 100 110 10 a1 a1 1 details 1 a1...
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\G-TS-GOODSHEPARD.dwg Plotted by:Greg Bohl 8/10/2016 11:40:59 AM
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G1.1
JU
NE
, 2016
AS
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G.J.B
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G.J.B
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0480A
0774.000
I H
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TIF
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L08/09/2016
45270
COVER SHEET
GENERAL
G1.1
GENERAL BUILDING DATAG1.2
SHEET INDEX
ARCHITECTURAL
FLOOR PLAN A1.1
ARCHITECTURAL SITE PLANA0.1
REFLECTED CEILING PLANA2.1
EXTERIOR ELEVATIONSA4.1
DEMOLITION PLANA1.0
ROOF PLAN A3.1
BUILDING SECTIONSA5.1
GOOD SHEPHERD
LUTHERAN CHURCH
2016 ADDITION / REMODEL
HENNING MINNESOTA
BUILDING CODE DATAG1.3
EXTERIOR ELEVATIONSA4.2
ENLARGED PLANA6.1
INTERIOR ELEVATIONSA7.1
ARCHITECTURAL DETAILSA8.1
SCHEDULESA9.1
STRUCTURAL
STRUCTURAL NOTES AND DETAILSS3.1
FOOTING AND FOUNDATION PLANS1.1
ROOF FRAMING PLANS2.1
STRUCTURAL DETAILSS3.2
WALL SECTIONSA5.2
ARCHITECTURAL DETAILSA8.2
ARCHITECTURAL DETAILSA8.3
24
"
ST
D
48
" M
AX
4'-0
"
EXTINGUISHER
FIRE
BROOM HOOKS & RACKS
COAT, ROBE, MOP AND
6'-0
" (U
.N
.O
.)
4'-6
"
TELEPHONEMARKER AND
TACK BOARD DISPENSER
SANITARY NAPKIN
TYPICAL MOUNTING HEIGHTS
36
" M
AX
27
"
3'-4
"
MA
X
DRYER
HAND
DISPENSER
HAND TOWEL MIRROR
SOAP DISPENSER
WALL MOUNTED
8"
MIN
36
" M
AX
6"
MAX
2'-5
"
MIN
COOLER
9"
FOUNTAIN/WATER
HANDICAP DRINKING LAVATORY
27
"
8"
2'-1
0"
MA
X
34
"
29
"
LAVATORY
6"
17"-25"
48
" M
AX
F
RO
NT
AL
A
PP
RO
AC
H
5
4" M
AX
S
ID
E A
PP
RO
AC
H
15
"
MIN
ELECTRICAL
48
"
FR
ON
TA
L
AP
PR
OA
CH
THERMOSTATSURINAL
17
"
H.C
.
NUMERIC
KEY PADS OUTLETSSWITCH
ELECTRICAL
15" MIN
CLEAR
T
4'-0
"
MA
X.
48
" M
AX
4'-0
"
MA
X.
CLOSET ROD
CONTROLS
ANY OPERABLE
15
"
MIN
SHELVES
2'-1
0"
3" - 6
"
1'-6
"
3'-2
" M
IN
.
4'-0
" M
AX
2'-1
0"
1'-6"
6" - 9"
1'-6" 1'-6"
1'-0"
PUSH BUTTONS
AUTOMATIC DOOR
4'-0
"
TRANSFER SHOWER STALL TRANSFER SHOWER STALL
ROOM SIGNAGE
5'-0
"
LATCH
SIDE OF
DOOR
FOLD-UP
BENCH
S.S. GRAB BAR
30" HORIZONTAL
CONTROL AREA
MIN. FLEXIBLE HOSE
S.S. SLIDE BAR - 60"
SHOWER HEAD ON
ADJUSTABLE HEIGHT
CONTROLS
COUNTERSPOUT
TOP OF
TACK STRIP
11"
MIN
MIN.
1'-7
"
1'-3
"
MIN
.
15" MIN
CLEAR
18
"2
'-1
0"
3"
TP
15
"
MIN
MIN
7"
3'-4"
3'-6"12"
2'-1
0"
16"-18"
2'-0" 12"
(TYPICAL)
OPEN SIDE
HANDLE ON
FLUSH VALVE
15
"
ST
D
17
" M
IN
. - 1
9" M
AX
.
H.C
.
ACOUSTICAL WALL PANEL
BRICK
CAST IN PLACE CONCRETE
CONCRETE MASONRY UNIT (C.M.U.)
EARTH
NEW CONSTRUCTION
EXISTING CONSTRUCTION TO REMAIN
GRANULAR FILL
GYPSUM BOARD
BATT INSULATION
RIGID INSULATION
METAL
PLYWOOD / OSB
PRECAST CONCRETE
STONE
TERRAZZO
WOOD, FINISH
WOOD, ROUGH
TYPICAL SYMBOLS / MATERIALS
EXISTING CONSTRUCTION
1
DOOR NUMBER
ROOM NUMBER
TEST BORES, BENCH MARKS)
(SECTION ELEVATIONS,
WORK/CONTROL POINT
KEY NOTES
ROOM NAME
WALL TYPE
ELEVATIONS
2 REVISION
1010 10
MECHANICAL
100
110
10
A1
A1
1
DETAILS
1
A1
SECTIONS
TO BE DEMOLISHED
@
AP
AB
ACT
AL
ARCH
BSMT
BLK
BLKG
BIT
BLDG
BM
BRG
CAB
CI
CB
CO
CL
CJT
CLR
COL
CONC
CONST
CONT
CONTR
C
AT
ACCESS PANEL
ANCHOR BOLT
ACOUSTIC CEILING TILE
ALUMINUM
ARCHITECT (URAL)
BASEMENT
BLOCK
BLOCKING
BITUMINOUS
BUILDING
BEAM or BENCHMARK
BEARING
CABINET
CAST IRON
CATCH BASIN
CLEANOUT
CLOSET
CONTROL JOINT
CLEAR
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CHANNEL
DIAM or Ø
DIM
DTL
DF
DR
DEPT
DN
DWG
EA
ELEV
EWC
ELECT
EW
EF
EXP
EXT
E
EXIST
DIAMETER
DIMENSION
DETAIL
DRINKING FOUNTAIN
DOOR
DEPARTMENT
DOWN
DRAWING
EACH
ELEVATOR
ELECTRIC WATER COOLER
ELECTRIC (AL)
EACH WAY
EACH FACE
EXPANSION
EXTERIOR
EAST
EXISTING
FT
FD
FND
FE
FIN
FLR
FTG
FOOT
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FINISH
FLOOR (ING)
FOOTING
GL
GYP BD
GALV
GA
HT
HDW
GLASS
GYPSUM BOARD
GALVANIZED
GAUGE
HEIGHT
HARDWARE
RO
R
SHTH
SCH
SEC
SS
SHT
S
SPEC
SQ
STD
ST
SJ
STO
STR
SND
SNR
ROUGH OPENING
REVERSE
RISER
SHEATHING
SCHEDULE
SECTION
STAINLESS STEEL
SHEET
SOUTH
SPECIFICATION (S)
SQUARE
STANDARD
STEEL
STEEL JOIST
STORAGE
STRUCTURAL
SANITARY NAPKIN DISPENSER
SANITARY NAPKIN RECEPTOR
TKBD
T
TZ
T&G
TYP
UG
VB
VERT
VEST
VCT
TACK BOARD
TREAD
TERRAZZO
TONGUE AND GROOVE
TYPICAL
UNDERGROUND
VAPOR BARRIER
VERTICAL
VESTIBULE
VINYL COMPOSITION TILE
WP WATERPROOFING
ABBREVIATIONS
CENTERLINEC
ABOVE FINISHED FLOORAFF
AIR CONDITIONINGA/C
ALTERNATEALT
APPROXIMATEAPX
BEARING PLATEBPL
BRICKBRK
CARPET (ED)CPT
CASEMENTCSMT
CEILINGCLG
CONCRETE MASONRY UNITCMU
DEAD LOADDL
DISPENSERDPR
DOUBLE HUNGDH
DOWNSPOUTDN
ELEVATIONEL
EXPANSION JOINTEJ
EQUALEQ
EQUIPMENTEQP
EXPANSION BOLTEB
FACE BRICKFB
FACE OF CONCRETEFOC
FACE OF MASONRYFOM
FACE OF STUDSFOS
FINISHED FLOOR ELEVATIONFFE
FIRE BRICKFRBK
FIRE EXTINGUISHER CABINETFEC
FIRE PROOFFP
FLASHINGFLG
FRESH AIRFRA
FURNISHED BY OTHERSFBO
FURRED (ING)FUR
FUTUREFUT
GC GENERAL CONTRACTOR
GRAB BARGB
GRADE (ING)GD
HDR HEADER
HVAC
HTG
HEATING/VENTILATING/AIR CONDITIONING
HEATING
HD HEAVY DUTY
METALMET
POUNDS PER SQUARE INCH
PAPER TOWEL RECEPTOR
PAPER TOWEL DISPENSER
PSI
PLAM
QT
PTR
PTD
PR
PNT
QUARRY TILE
PLASTIC LAMINATE
PAIR
PAINT
NIC
OA
PWD
PL or P
OD
OC
N
NTS
NO
MFR
MISC
MIN
NOT IN CONTRACT
OUTSIDE DIAMETER
PLYWOOD
OVERALL
ON CENTER
PLATE
MANUFACTURER
NOT TO SCALE
MISCELLANEOUS
NORTH
NUMBER
MINIMUM
LLH
MAS
MECH
MAX
MTL
LLV
J
JT
INS
INT
ID
LONG LEG HORIZONTAL
MATERIAL (S)
MECHANICAL
MAXIMUM
MASONRY
LONG LEG VERTICAL
INSULATE (D), (ION), (ING)
INSIDE DIAMETER
JOIST
JOINT
INTERIOR
HM
HOR
HR
HORIZONTAL
HOLLOW METAL
HOUR
HC HOLLOW CORE
HOSE BIBBHB
HOT WATER HEATERHWH
LB LAG BOLT
LAM LAMINATE (ED)
LAVATORYLAV
L
LH
LT
LENGTH
LIGHT
LEFT HAND
LL LIVE LOAD
LVR LOUVER
MO MASONRY OPENING
MC
MED
MBR
MEDICINE CABINET
MEDIUM
MEMBER
MEMBRANEMMB
MIR MIRROR
MT
MULL
MLD
MULLION
MOUNT (ED), (ING)
MOLDING
NOM NOMINAL
OPP OPPOSITE
OVERHEADOH
PNL PANEL
PB PANIC BAR
PARALLELPAR
PBD PARTICLE BOARD
OSB ORIENTED STRAND BOARD
PTN PARTITION
PVMT PAVEMENT
PERF PERFORATE (ED)
PERIMETERPERI
PLAS PLASTER
PT POINT
PRECASTPC
PFN PREFINISHED
LBS POUNDS
PLBG PLUMBING
REVISION
REINFORCE (D), (ING), (MENT)
REFRIGERATOR
RETURN AIR
RE
REQ'D
RA
RAD
REFR
REQUIRED
RADIUS
REV
RVS
RH RIGHT HAND
RIGHT OF WAYROW
ROOF DRAINRD
RM ROOM
WH WALL HUNG
WATER CLOSETWC
WROUGHT IRON
WIRE MESH
WELDED WIRE FABRIC
WINDOWWDW
WW/O
WI
WM
W
WWF
WITHOUT
WEST or WIDTH, WIDE
W/
WD
WITH
WOOD
WG WIRED GLASS
VNR VENEER
VINYLVIN
UR
UNF
URINAL
UNFINISHED
TACK STRIPTKS
TELEPHONETEL
TELEVISIONTV
THICK (NESS)THK
TOILET PAPER DISPENSER
TOILET PARTITION
THRESHOLD
TPD
TPTN
THR
TOP OF STEELTOS
TOP OF DECK
TOP OF BLOCK
TOD
TOB
SIM SIMILAR
SC SOLID CORE
SOUNDPROOFSP
SPK SPEAKER
SYSTEM
SUSPENDED
SYMMETRICAL
SYS
SUS
SYM
PLUS OR MINUS±
ANGLE
DEGREE (S)°
SABI SOUND ATTENUATING BATT INSULATION
CHBD CHALKBOARD
M=L MICROLAM UNO UNLESS NOTED OTHERWISE
GI GALVANIZED IRON
NA NOT APPLICABLE
S.D. SEE DETAIL
GENERAL NOTES
ON FIXTURE SIDE WALL
TYPICAL GRAB BAR TYPICAL GRAB BAR
ON FIXTURE WALL
TYPICAL WATER CLOSET
1. ALL PHASES OF THIS WORK SHALL CONFORM TO
THE MINIMUM STANDARD OF THE INTERNATIONAL
BUILDING CODE AND ALL LOCAL ORDINANCES,
HOWEVER, IF THE DRAWINGS AND/OR
SPECIFICATIONS ARE MORE STRINGENT, THEY
SHALL GOVERN.
2. THE CONTRACTOR SHALL EXAMINE THE JOB SITE,
CONFIRM ALL UTILITY LOCATIONS, SIZES,
PRESSURES, ETC., AND PROTECT, RELOCATE,
CONNECT OR REMOVE AS NECESSARY FOR TOTAL
PROJECT COMPLETION.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND SATISFY THEMSELVES AS TO THE EXISTING
CONDITIONS UNDER WHICH HE/SHE WILL BE
OBLIGATED TO OPERATE.
4. NOTIFY THE ARCHITECT OF ANY AND ALL
DISCREPANCIES PRIOR TO COMMENCING WORK.
NOTIFY THE ARCHITECT IF ANY CONDITIONS THAT
EXIST WHICH WILL PREVENT THE COMPLETION OF
WORK IN A PROFESSIONAL AND WORKMAN LIKE
MANNER. ALL NOTIFICATIONS SHALL BE IN WRITING
WITH COPY TO THE PROJECT OWNER AND
ARCHITECT. SHOULD CONFLICT ARISE BETWEEN THE
DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR
SHALL REFER THE MATTER TO THE ARCHITECT FOR
RESOLUTION PRIOR TO PROCEEDING WITH THE
WORK.
5. CONTRACTOR SHALL COMPLY FULLY WITH THE
LATEST EDITION OF THE LOCAL BUILDING CODE AND
ALL LAWS AND ORDINANCES PERTINENT TO ALL
WORK OF THIS PROJECT. IN CASE OF CONFLICT
WHEREIN THE METHODS OR STANDARDS OF
INSTALLATION OR THE MATERIALS SPECIFIED DO
NOT EQUAL OR EXCEED THE REQUIREMENTS OF
EXCEED THE REQUIREMENTS OF THE CODES, THE
CODES, LAWS, OR ORDINANCES, THE CODES, LAWS,
OR ORDINANCES SHALL GOVERN. NOTIFY THE
ARCHITECT OF ALL CONFLICTS.
6. GENERAL CONTRACTOR SHALL APPLY FOR AND
OBTAIN AT THE CONTRACTOR'S SOLE EXPENSE, ALL
NECESSARY CONSTRUCTION PERMITS REQUIRED BY
ALL APPLICABLE BUILDING CODES AND REGULATORY
CITY AND STATE AGENCIES.
7. EXIT DOORS SHALL SWING IN THE DIRECTION OF
EXIT TRAVEL WHEN SERVING MORE THAN 50
PERSONS.
8. PROVIDE PORTABLE FIRE EXTINGUISHERS AND
CONFIRM CLASSIFICATIONS A, B, OR C; ALL WITHIN
75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
THE BUILDING IN EACH FLOOR, ALSO DURING
CONSTRUCTION.
9. INSTALL ALL MANUFACTURED ITEMS, MATERIALS
AND EQUIPMENT IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDED SPECIFICATIONS,
UNLESS OTHERWISE SPECIFICALLY NOTED AND
APPROVED BY THE ARCHITECT.
10. INSTALLATION OF ALL SELECTED MATERIALS SHALL
BE COMPLETE IN ALL RESPECTS PRIOR TO FINAL
ACCEPTANCE. ANY MISCELLANEOUS ITEMS OR
MATERIAL NOT SPECIFICALLY NOTED, BUT REQUIRED
FOR THE PROPER INSTALLATION SHALL BE
FURNISHED AND INSTALLED BY THE CONTRACTOR.
THE CONTRACTOR SHALL FURNISH TO THE OWNER
ALL WARRANTIES AND GUARANTEES REQUIRED AT
THE CONCLUSION OF WORK.
11. THE CONTRACTOR SHALL SUBMIT CUT SHEETS OF
ALL FIXTURES, SHOP DRAWINGS AND SCHEDULES
TO THE ARCHITECT FOR REVIEW BEFORE ANY
FABRICATION HAS BEGUN. WORK COMMENCED
PRIOR TO THE PROCESSING OF SHOP DRAWINGS BY
THE ARCHITECT SHALL BE AT THE CONTRACTOR'S
RISK.
12. ALL WORK WITHIN PUBLIC PROPERTY SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF ALL
AUTHORITIES HAVING JURISDICTION.
13. FOR CONDITIONED BUILDINGS, THE ENTIRE
BUILDING SHALL BE EQUIPPED WITH A MECHANICAL
SYSTEM OF VENTILATION PROVIDING AIR CHANGES
AS REQUIRED BY THE BUILDING CODE.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
WELFARE OF THE BUILDINGS ON THE ADJACENT
PROPERTIES.
15. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE,
OR EFFORT.
16. MANUALLY OPERATED EDGE OR SURFACE-
MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE
PROHIBITED AT ALL DOORS.
17. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS
DURING CONSTRUCTION AS REQUIRED BY FIRE
DEPARTMENT INSPECTOR.
18. PROVIDE 4'-0" HIGH MINIMUM IMPERVIOUS MATERIAL
ON WALLS AT TOILET FIXTURES. (ENTIRE, UNBROKEN
LENGTH OF WALL BEHIND AND ALONG SIDE OF
TOILETS AND URINALS.)
19. DIMENSIONS ARE INDICATED FROM:
1) FACE OF MASONRY/CONCRETE FACE OF
EXISTING CONSTRUCTION, FACE OF WALLS TO
INDICATE CODE CLEARANCES
2) CENTERLINE OF: WINDOWS/DOORS/OPENINGS
IN STUD WALLS.
WRITTEN DIMENSIONS SHALL ALWAYS TAKE
PRECEDENCE OVER THOSE THAT ARE SCALED.
DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT
OF ANY DIMENSIONAL CONFLICTS.
20. PROVIDE PREFINISHED HEAD DRIP FLASHING AT ALL
EXTERIOR DOORS AND WINDOWS. MATCH FRAME
COLOR FINISH.
21. ALL DOOR HARDWARE SHALL BE LEVER-OPERATED
UNLESS NOTED OTHERWISE.
22. PROVIDE THRESHOLDS AT ALL EXTERIOR DOORS
HEIGHT = 1/2" MAX.
23. PROVIDE PREFINISHED METAL SLOPED SILL
FLASHING AT ALL EXTERIOR WINDOWS NOT FLUSH
WITH THE EXTERIOR WALL. MATCH FRAME
COLOR/FINISH.
24. PROVIDE WOOD BLOCKING AT ALL LOCATIONS TO
INCLUDE, BUT NOT LIMITED TO, TOILET
ACCESSORIES, CASEWORK, SHELVING, FIRE
EXTINGUISHER CABINETS, ELECTRONIC EQUIPMENT,
COAT HOOKS, AND ANY OTHER CEILING-MOUNTED
AND/OR WALL-MOUNTED ITEMS REQUIRING SECURE
ATTACHMENT. BLOCKING MAY BE DIMENSION
LUMBER OR PLYWOOD DEPENDING UPON THE ITEM
LOCATION.
GENERAL NOTES:
1. PROVIDE NECESSARY BLOCKING FOR ALL ACCESSORIES.
2. CONSULT WITH MANUFACTURER'S DATA REGARDING
RECOMMENDED ADA MOUNTING HEIGHTS FOR ALL ELEMENTS.
VICINITY MAP
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\G-TS-GOODSHEPARD.dwg Plotted by:Greg Bohl 8/10/2016 11:42:40 AM
SHEET NO.
JO
B N
UM
BE
R:
CH
EC
KE
D B
Y:
DA
TE
:
SC
ALE
:
DR
AW
N B
Y:
DA
TE
WID
SETH
SM
ITH
NO
LTIN
GEn
gine
erin
g |
Arch
itect
ure
| Su
rvey
ing
| En
viro
nmen
tal
RE
VIS
IO
NS
D
ES
CR
IP
TIO
NR
EV
#B
Y
LIC
. N
O.
DA
TE
:
GO
OD
S
HE
PH
ER
D L
UT
HE
RA
N C
HU
RC
H 2
01
6 A
DD
IT
IO
N &
R
EM
OD
EL
GO
OD
S
HE
PH
ER
D LU
TH
ER
AN
C
HU
RC
H
HE
NN
IN
G, M
IN
NE
SO
TA
GE
NE
RA
L B
UIL
DIN
G D
AT
A
G1.2
JU
NE
, 2016
AS
S
HO
WN
G.J.B
.
G.J.B
.
04
80A
077
4.000
I H
ER
EB
Y C
ER
TIF
Y T
HA
T T
HIS
P
LA
N, S
PE
CIF
IC
AT
IO
N, O
R R
EP
OR
T
WA
S P
RE
PA
RE
D B
Y M
E O
R U
ND
ER
M
Y D
IR
EC
T S
UP
ER
VIS
IO
N A
ND
TH
AT
I A
M A
D
ULY
LIC
EN
SE
D A
RC
HIT
EC
T U
ND
ER
T
HE
LA
WS
O
F T
HE
ST
AT
E O
F M
IN
NE
SO
TA
.
GR
EG
B
OH
L0
8/09/2016
45270
PROJECT
LOCATION
REF
REF
K
E
Y
B
O
A
R
D
ORGAN
PIANO
FE
FE
FE
FE
CHOIR
EXISTING
FELLOWSHIP HALL
124
EXISTING
STORAGE
123
EXISTING
CLASSROOM
119
EXISTING
CLASSROOM
120
EXISTING
CLASSROOM
121
EXISTING
CLASSROOM
122
EXISTING
KITCHEN
126
EXISTING
LIBRARY
125
EXISTING
VEST.
132
EXISTING
HALLWAY
127
EXISTING
WOMENS
128
EXISTING
MECHANCAL
129
EXISTING
MENS
130
EXISTING
STORAGE
131
MECHANICAL
113
MUSIC
STORAGE
112
YOUTH
MINISTRY
111
WOMEN
TOILET
109
UNISEX FAMILY
TOILET
110
NARTHEX
102B
NARTHEX
102A
VEST.
101
STORAGE
103
ADMINISTRATION
OFFICE
104
COPY
105
PASTOR
OFFICE
106
STORAGE
107
VEST.
108
CORRIDOR
114
SOUND
115
SACRISTY
116
SANCTUARY
ALTER AREA
117
SANCTUARY
118
117
1
8
2
11
12
1 2 3
1
O.L. = 279
(POSTED MAX.
OCCPANT LOAD)
140
139
1
36
21
4
1
EXIT WIDTH
139 X .2 = 28" REQ.
34" PROVIDED > 28" REQ.
9
9
9
9
13
1
1
14
EX
IT
W
ID
TH
14
0 X
.2
=
2
8" R
EQ
.
32
" P
RO
VID
ED
>
28
" R
EQ
.
O.L. = 247
123
EXIT WIDTH
123 X .2 = 25" REQ.
34" PROVIDED > 25" REQ.
O.L. = 154
124
77
EXIT WIDTH
77 X .2 = 15.4" REQ.
34" PROVIDED > 15.4" REQ.
EXIT WIDTH
87 X .2 = 18" REQ.
34" PROVIDED > 18" REQ.
77
O.L. = 174
192
87
87
EXIT WIDTH
192 X .2 = 39" REQ.
68" PROVIDED > 39" REQ.
2 HOUR FIRE RATED WALL
92
216
82
EXIT WIDTH
87 X .2 = 18" REQ.
34" PROVIDED > 18" REQ.
64
1 HOUR FIRE RATED WALL
BUILDING A BUILDING B
CODE DATA
PROJECT:
Good Shepard Lutheran Church
703 Douglas Ave
Henning, MN 56551
BUILDING DESCRIPTION:
The project consists of removal of an existing sanctuary and basement and replacing it with a
single story, slab on grade new 6,691 SF sanctuary addition. The new addition will include a
sanctuary space, church offices, youth ministry and accessible toilet rooms. Total area for the
new addition and existing building is 11,722 SF.
BUILDING CODES:
2015 Minnesota Building Code
2012 International Fire Code
2015 Minnesota Accessibility Code
2015 Minnesota Conservation Code
2014 National Electric Code
ADA Accessibility Guidelines
CABO/ANSI
OCCUPANCY GROUPS:
(MBC Chapter 3)
A3 Occupancy
(Office area and Classrooms are less than 10% of the building area and these areas are
accessory)
OCCUPANCY SEPARATION:
(MBC Table 508.4)
Occupancies are non-separated per 508.3.2. Most restrictive A3 occupancy is used to
determine allowable area and height.
CONSTRUCTION TYPE:
(MBC Chapter 6)
VB Combustible Construction
ALLOWABLE AREA:
(MBC Chapter 5)
Building A
A-3 Base allowable area = 6,000 SF
Building A area = 5,610 SF
Perimeter = 341'-10”
Frontage = 182'-7”
Weighted average open public way width:
90'-0” x 30'-0” = 2,700 SF
33'-0” x 30'-0” = 990 SF
22'-0” x 28'-0” = 625 SF
24'-0” x 30'-0” = 720 SF
5'-0” x 20'-0” = 100 SF
35'-0” x 30'-0” = 1,050 SF
Total frontage: 209'-0” Total area = 6,185 SF
Frontage Calculation:
W = 6,185 SF / 209'-0”
W = 29.59
Area increase= 100(.61-.25)29.59/30
Area increase= .28
Allowable area calculation:
A-3 6,000 + 6,000(.28)
A-3 7,670 SF Allowable area. > 5,610 SF Proposed area
Building B
A-3 Base allowable area = 6,000 SF
Building B area = 6,141 SF
Perimeter = 327'-6”
Frontage = 163'-8”
Area increase= 100(.50-.25)1
Area increase= .25
Allowable area calculation:
A-3 6,000 + 6,000(.25)
A-3 7,500 SF Allowable area. > 6,141 SF Proposed area
ALLOWABLE HEIGHT:
(MBC Chapter 5)
Base allowable height: 40'-0” feet
Base allowable stories: 1 story
Proposed height: 40'-0” (Average height allowed) > 25'-8” (Height proposed)
1 story existing and proposed
EXITING:
(MBC Chapter 10)
Occupant load
Narthex 102A = 656 SF / 7 = 64
Narthex 102B = 355 SF / 7 = 82
Storage 103 = 80 SF / 300 = 1 (Accessory)
Admin office 104 = 136 SF / 100 = 2 (Accessory)
Copy 105 = 80 SF / 100 = 1 (Accessory)
Pastor office 106 = 130 SF / 100 = 2 (Accessory)
Storage 107 = 81 SF / 300 = 1 (Accessory)
Youth Ministry 111 = 253 SF / 20 = 13
Music Storage 112 = 113 SF / 300 = 1 (Accessory)
Mechanical 113 = 180 SF / 300 = 1 (Accessory)
Corridor 114 = 647 SF / 7 = 92
Sound 115 = 80 SF / 300 = 1 (Accessory)
Sacristy 116 = 165 SF / 300 = 1 (Accessory)
Sanctuary Alter area = 536 SF / 15 = 36
Sanctuary 118 = 216
Exist. Classroom 119 = 167 SF / 20 = 9
Exist. Classroom 120 = 167 SF / 20 = 9
Exist. Classroom 121 = 167 SF / 20 = 9
Exist. Classroom 122 = 167 SF / 20 = 9
Exist. Storage 123 = 86 SF / 300 = 1 (Accessory)
Exist. Fellowship hall 124 = 1,760 SF / 15 = 117 (Accessory)
Exist. Library 125 = 369 SF / 50 = 8
Exist. Kitchen 126 = 393 SF / 200 = 2
Exist. Mech. 128 = 90 SF / 300 = 1 (Accessory)
Exist. Storage 130 = 104 SF / 300 = 1 (Accessory)
Total Occupant Load = 680
Total Occupant Load
W/O accessory = 549
- Distance to exits: (MBC 1016.2): No travel distance to a required exist exceeds 200'-0”
- Common Path of egress travel: No travel distance to a point where 2 exits are available
exceeds 75'-0” in all spaces.
- Separation between exits: For Rooms requiring more than one exit, the exit separation
distance is more than ½ the diagonal of the area served.
o 79'-0” / ½ diagonal distance = 39'-6” Req. < 57'-4” provided.
- Exit Light locations: new exit signs will be located at the North, East and West of the
Narthex, the north exit from the Sanctuary and the main Sanctuary exits.
FIRE PROTECTION:
(MBC Chapter 9, MBC Chapter 7)
- 2 hour fire wall is required and provided between building A and Building B. (Table
706.4A) A 2 hour fire shutter is required and provided in Narthex 102. Shutter is activated
by Smoke detectors.
- Horizontal Continuity: 5/8” type 'x' gyp bd. is attached to the roof sheathing for a
distance of 4'-0” on both sides of the fire wall.
- Vertical Continuity: Exterior grade gyp sheathing is attached to the exterior wall
construction for a distance of 4'-0” on both sides of the fire wall.
- 1 hour Fire partition is required and provided at wall between Sanctuary 118 and corridor
114. Fire light glass is required and provided for opening protection.
- Corridor opening calculation: (MN 716.6.7.2)
(Between Corridor 114 and Sanctuary 118)
Corridor wall area: 448 SF
Sanctuary doors: 105 SF
Sanctuary Windows: 198 SF
Total opening area: 303 SF Provided
448 SF allowed > 303 SF Provided
- Fire Area: The Occupant load for corridor 114 and Narthex 102 are accessory to
Sanctuary 118. When worship is in session the occupants in Corridor 114 and Narthex
102 are not in those spaces they are located in Sanctuary 118. When worship is out the
occupants are not in the sanctuary but they are in Corridor 114 and Narthex 102.
- Fire alarm panel is required and provided per MBC 907.2.1
- Smoke detection: Smoke detectors are provided where required.
- (MBC 718.2.2) Fireblocking is required and provided at walls and at wall/attic connections
for a minimum horizontal distance of 10'-0”.
- (MBC 718.4.3) Draftstopping is required and provided per 3,000 SF of roof area.
INTERIOR ENVIRONMENT:
(MBC Chapter 8)
A-3 Flame spread classification at exit ways and corridors:
0-25; Smoke developed 0-450. (Exit Access, Corridors)
Flame spread classification at rooms and spaces:
76-200; Smoke developed 0-450. (Rooms and enclosed spaces)
SANITATION:
(MBC Chapter 29)
Code requirements
W.C. = 1/150 Men, 1/75 Women
Lav. = 1/200
Drinking fountain: 1/1000
1 service sink
Occupant load : Men = 274 / Women 274
Required Fixtures
Men Women
W.C. = 2 W.C. = 4
Lav. = 2 Lav. = 2
1 service sink
1 Drinking Fountain
Provided Fixtures
Men Women
W.C. = 1 W.C.
Urinal = 1 W.C. = 3
Lav. = 1 Lav. = 2
1 accessible family toilet room is provided with lav. and children's toilet.
1 service sink (Existing in mechanical 128)
1 Drinking Fountain (Existing drinking fountain in Narthex 102)
ACCESSIBILITY:
(MN Accessibility Code)
- All new door hardware is lever operated.
- New toilet rooms are accessible.
- Main entrance grade is accessible and will be equipped with power door operators.
- New interior signs are located at required heights and permanent rooms are identified with
Braille and pictograms where required.
SPECIAL CONSIDERATIONS:
- Sanctuary occupant load is required to be posted. Occupant load = 279.
- Attic access panels are provided for access to new sanctuary attic.
© 2016 WIDSETH SMITH NOLTING
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OCCUPANCY / EXITING DIAGRAM & CODE REVIEW
SCALE: 1/8" = 1'-0"
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ARCHITECTURAL SITE PLAN
SCALE: 1:20
W
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NEW CONCRETE
SIDEWALK
NEW CONCRETE
SIDEWALK
EXISTING MONUMENT
SIGN TO REMAIN
STATUE LOCATION
NEW TURF
NEW TURF
NEW TURF
NEW TURF
GOOD SHEPHERD
LUTHERAN CHURCH
EXISTING
CLASSROOM
119
EXISTING
CLASSROOM
120
EXISTING
CLASSROOM
121
EXISTING
CLASSROOM
122
EXISTING
STORAGE
123
EXISTING
FELLOWSHIP HALL
124
EXISTING
LIBRARY
125
EXISTING
KITCHEN
126
EXISTING
HALLWAY
127
EXISTING
WOMENS
128
EXISTING
MECHANICAL
129
EXISTING
MENS
130
EXISTING
STORAGE
131
EXISTING
VEST.
132
EXISTING CONSTRUCTION TO BE REMOVED EXIST. CONSTRUCTION
14
'-0
3
/8
"
9" 3'-4" 3'-8" 8'-4 3/8"
DEMOLITION NOTES:
1. REMOVE AND REUSE ALL EXISTING STAIN GLASS
WINDOWS.
2. REMOVE AND REUSE ALL EXISTING CHURCH
FURNITURE.
3. REMOVE ALL EXISTING ROOFING AND SIDING AT
EXISTING FELLOWSHIP HALL. (SEE A4.1, A4.2, A5.1)
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION
TO BE DEMOLISHED
REMOVE EXIST.
GYP. BD. (SEE
ROOM FINISH
SCHEDULE FOR
NEW WALL FINISH)
FIELD VERIFY HEADER
CONDITION. CONSULT WITH
STRUCTURAL ENGINEER.
© 2016 WIDSETH SMITH NOLTING
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DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
W
S
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W
S
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PLAN NORTH TRUE NORTH
REF
REF
VEST.
101
NARTHEX
102A
STORAGE
103
ADMINISTRATION
OFFICE
104
COPY
105
PASTOR'S
OFFICE
106
STORAGE
107
VEST.
108
WOMEN
TOILET
109
UNISEX FAMILY
TOILET
110
YOUTH
MINISTRY
111
MUSIC
STORAGE
112
MECHANCIAL
113
CORRIDOR
114
SOUND
115
SACRISTY
116
SANCTUARY
ALTAR AREA
117
SANCTUARY
118
EXISTING
CLASSROOM
119
EXISTING
CLASSROOM
120
EXISTING
CLASSROOM
121
EXISTING
CLASSROOM
122
EXISTING
STORAGE
123
EXISTING
FELLOWSHIP HALL
124
EXISTING
LIBRARY
125
EXISTING
KITCHEN
126
EXISTING
HALLWAY
127
EXISTING
WOMENS
128
EXISTING
MECHANICAL
129
EXISTING
MENS
130
EXISTING
STORAGE
131
EXISTING
VEST.
132
K
E
Y
B
O
A
R
D
ORGAN
PIANO
NARTHEX
102B
CHOIR
OCCUPANT LOAD = 287
PEWS = 39
1
A5.1
2
A5.1
3
A5.1
1
A4.2
2
A4.2
2
A4.1
101A 101D
103 104
10
6
10
7
108A
10
2
110
10
9
1
1
1
112
11
3
11
4
11
6
118A
118B
118C
W1
17
A
1
A4.1
1
A6.1
A7.1 2
4
2
3
2
2
2
1
1
4 4
4
A
B6
B6
C6
A
1 HR
2 HR
1 HR.
B4
2 HR
C
C
C
C
B4
B4
C6
C
C6
C
C C
C
C
C
D
D
D
D
D
W118E
W118DW118CW118B
W117C
W117D
W117E
W117B
W
1
1
8
K
W1
18
JW
11
8H
W106B
W104A W106A
2'-2" 1'-6" 10'-0" 6'-0" 11'-7 1/2" 11'-7 1/2" 2'-5" 17'-8 5/8"
13
'-8
"1
3'-8
"
2'-2"1'-10"2'-2"1'-10"2'-2" 1'-6" 4'-4 1/2" 11'-7 1/2" 11'-7 1/2" 11'-7 1/2" 2'-5" 14'-0" 20'-2" 5'-10"
4'-9
"
18
'-6
"4
'-1
0"
W118A
NEW CONSTRUCTION EXIST. CONSTRUCTION
11
'-8
"
12'-0 5/8"7'-6 3/8"2'-8 7/8"
4'-4 3/4"
11
'-6
"
2
'
-
3
3
/
8
"
11
'-9
1
/8
"
1
6
'
-
2
1
/
8
"
1
2
0
°
20'-5 7/8"
1'-6"
19
'-5
3
/4
"
8
'
-
1
3
/
4
"
1
5
0
°
1
8
'
-
1
"
6
0
°
6
'
-
0
"
4
'
-
0
"
4
'
-
0
"
12
'-0
1
/8
"
5'-6
5
/8
"
5'-1
1 3
/8
"8
'-1
3
/4
"
16
'-8
"1
0'-4
"2
2'-1
0 3
/8
"
AL
IG
N
A7.1
3
1 A7.1
2'-8 1/4"
1
3
'
-
2
"
7'-9" 12'-4" 7'-10 3/8" 7'-8"11'-11"
12
'-0
"
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"
155'-4"
7
16'-8"
A
B
C
D
E
F
G
19
'-4
"2
7'-4
"4
'-0
"4
'-0
"1
1'-8
"2
3'-4
"
89
'-8
"
8
45'-4"
FIELD VERIFY
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"
155'-4"
7
16'-8"
8
45'-4"
FIELD VERIFY
F
G
A
W118F W118G
115
UP
2R
6
0
°
2'-0"
18
'-4
"4
'-6
"4
'-6
"
1
1
22'-3 3/8"
1
5
0
°
3
0
°
FINISH FLOOR
EL 100'-0"
FINISH FLOOR
EL 101'-2"
FINISH FLOOR
EL 101'-2"
B8
SHADOW BOX
FOR STAINGLASS
WINDOWS
1 HR.
8
A6.1
7
4'-0" 4'-0"
PROVIDE GYP. BD
SHEATHING ON
EITHER SIDE OF
FIRE WALL.
4'-0" 4'-0"
PROVIDE GYP. BD
SHEATHING ON
EITHER SIDE OF
FIRE WALL.
1 4
LOW HIGH
1
1 4
LOW HIGH
1 1/2" PIPE
RAIL
1 1/2" PIPE
RAIL
B6
SIM
SIM
3'-5 3/4"
PROVIDE 1
1
2
" RIGID INSULATION
WITH CEMENT BOARD SIDING
AT EXIST. FELLOWSHIP HALL.
FLASH ALL EXISTING OPENINGS
AS REQUIRED.
108B
C
101B 101C
NON-
RATED
1 1/2" PIPE
RAIL
SEALED
CONCRETE
SEALED
CONCRETE
SEALED
CONCRETE
CARPET
SEALED
CONCRETE
CARPET
CARPET
CARPET
PROVIDE GYP. BD.
AT WING WALL.
FE
FE
6
'
-
7
"
6
'
-
7
"
2'-6"
SHADOW BOX
FOR STAINGLASS
WINDOWS
5/8" GYP. BD.
6" WOOD STUD (8" @ SIM)
R-19 BATT INSULATION
1/2" SHEATHING
AIR INFILTRATION BARRIER
VAPOR BARRIER
1 1/2" RIGID INSULATION
METAL LATH
STONE VENEER
5/8" GYP. BD.
6" WOOD STUD
R-19 BATT INSULATION
1/2" SHEATHING
AIR INFILTRATION BARRIER
VAPOR BARRIER
1 1/2" RIGID INSULATION
EIFS
1
EXTERIOR WALL TYPE
2
EXTERIOR WALL TYPE
5/8" GYP. BD.
10" WOOD STUD
BATT INSULATION
1/2" SHEATHING
AIR INFILTRATION BARRIER
VAPOR BARRIER
1 1/2" RIGID INSULATION
EIFS
3
EXTERIOR WALL TYPE
5/8" GYP. BD.
6" WOOD STUD
R-19 BATT INSULATION
1/2" SHEATHING
AIR INFILTRATION BARRIER
VAPOR BARRIER
CEMENT BOARD SIDING
4
EXTERIOR WALL TYPE
2 LAYERS 5/8"
TYPE 'X' GYP. BD.
6" WOOD STUD
A
2HR. RATED INTERIOR PARTITION
2 LAYERS 5/8"
TYPE 'X' GYP. BD.
5/8" TYPE 'X' GYP. BD.
WOOD STUD
B
1HR. RATED INTERIOR PARTITION
5/8" TYPE 'X' GYP. BD.
B6
B8
5 1/2"
ACTUAL
6" NOMINAL
7 1/4"
ACTUAL
8" NOMINAL
6" WOOD STUD
@ 16" O.C.
8" WOOD STUD
@ 16" O.C.
5/8" TYPE 'X' GYP. BD.
WOOD STUD
C
NON RATED INTERIOR PARTITION
5/8" TYPE 'X' GYP. BD.
5/8" TYPE 'X' GYP. BD.
1 1/2" WOOD FURRING STUD
D
NON RATED INTERIOR PARTITION
1 1/2" RIGID INSULATION
B4
3 1/2"
ACTUAL
4" NOMINAL
4" WOOD STUD
@ 16" O.C.
C6
5 1/2"
ACTUAL
6" NOMINAL
6" WOOD STUD
@ 16" O.C.
C
3 1/2"
ACTUAL
4" NOMINAL
4" WOOD STUD
@ 16" O.C.
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-FP-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:51:12 AM
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RC
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IN
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FL
OO
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N
A1.1
JU
NE
, 2016
AS
S
HO
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G.J.B
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G.J.B
.
0480A
0774.000
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TIF
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45270
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FLOOR PLAN
SCALE: 1/8" = 1'-0"
W
S
N
E
W
S
N
E
PLAN NORTH TRUE NORTH
2
WALL TYPES
SCALE: 1 1/2" = 1'-0"
EXISTING
CLASSROOM
119
EXISTING
CLASSROOM
120
EXISTING
CLASSROOM
121
EXISTING
CLASSROOM
122
EXISTING
STORAGE
123
EXISTING
FELLOWSHIP HALL
124
EXISTING
LIBRARY
125
EXISTING
KITCHEN
126
EXISTING
HALLWAY
127
EXISTING
WOMENS
128
EXISTING
MECHANICAL
129
EXISTING
MENS
130
EXISTING
STORAGE
131
EXISTING
VEST.
132
VEST.
101
NARTHEX
102A
STORAGE
103
ADMINISTRATION
OFFICE
104
COPY
105
PASTOR
OFFICE
106
STORAGE
107
VEST.
108
WOMEN
TOILET
109
UNISEX FAMILY
TOILET
110
YOUTH
MINISTRY
111
MUSIC
STORAGE
112
MECHANCIAL
113
CORRIDOR
114
SOUND
115
SACRISTY
116
SANCTUARY
ALTER AREA
117
SANCTUARY
118
NARTHEX
102B
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"
155'-4"
7
16'-8"
A
B
C
D
E
F
G
19
'-4
"2
7'-4
"4
'-0
"4
'-0
"1
1'-8
"2
3'-4
"
89
'-8
"
8
45'-4"
FIELD VERIFY
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"
155'-4"
7
16'-8"
8
45'-4"
FIELD VERIFY
F
G
A
BOX BEAM (TYP OF 3)
2
A2.1
21'-3" 23'-3"
AL
IG
N
PROJECTOR
LOCATION
18
'-2
"
18'-2"
1
2
'
-
0
"
LEGEND:
GYPSUM BOARD
LIGHT -
SUPPLY AIR DIFFUSER
RETURN AIR DIFFUSER
4" X 12" VENT
SEE ELEC.
6" X 18" VENT
20x30 ATTIC
ACCESS PANEL
NO CEILING
12'-0"
12'-0" 9'-0"
12'-0" 9'-0" 9'-0" 12'-0"
9'-0"9'-0"
9'-0"
12'-0"12'-0"
9'-2"
PREFINISHED PERFORATED
SOFFIT PANEL
PERFORATED SOFFIT
PANEL (TYPICAL)
20 X 30 ATTIC
ACCESS PANEL
20 X 30 ATTIC
ACCESS PANEL
20 X 30 ATTIC
ACCESS PANEL
13'-2"
EXIST. CLG. HT.
ROLL-UP FIRE
DOOR CRANK
ACCESS PANEL
12'-0"
12'-0"9'-0"
ACT CEILING TILE AND GRID
11
1
/4
"
11 1/4"
ROOF TRUSS (SEE
STRUCTURAL)
5/8" GYP. BD.
2X6 STUD
LAG BOLT
2X12 STUD
1X12 OAK BOARD. (STAIN TO
MATCH EXISTING WOOD WORK)
2X6 STUD
1X12 OAK BOARD. (STAIN TO
MATCH EXISTING WOOD WORK)
© 2016 WIDSETH SMITH NOLTING
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RC
H 2
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6 A
DD
IT
IO
N &
R
EM
OD
EL
GO
OD
S
HE
PH
ER
D LU
TH
ER
AN
C
HU
RC
H
HE
NN
IN
G, M
IN
NE
SO
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FL
EC
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D C
EIL
IN
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LA
N
A2.1
JU
NE
, 2016
AS
S
HO
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.
G.J.B
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0480A
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ER
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Y C
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TIF
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T T
HIS
P
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REFLECTED CEILING PLAN
SCALE: 1/8" = 1'-0"
W
S
N
E
W
S
N
E
PLAN NORTH TRUE NORTH
2
BOX BEAM DETAIL
SCALE: 1" = 1'-0"
SL
OP
E:
SL
OP
E: 8
/1
2S
LO
PE
: 8
/1
2
RIDGE VENT
RIDGE VENT
PREFINISHED VALLEY FLASHING
(COLOR TO MATCH ASPHALT SHINGLES), TYP.
4'-0
"
4'-0
"
4'-0
"
4'-0
"
4'-0"
15'-0" 3'-5" 8'-2 1/2" 3'-5" 8'-2 1/2" 3'-5"
1'-2
"
3'-4 1/2"
3'-5" 8'-2 1/2" 3'-5" 8'-2 1/2"3'-5"
5
A8.1
6
A8.1
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"
155'-4"
7
16'-8"
A
B
C
D
E
F
G
19
'-4
"2
7'-4
"4
'-0
"4
'-0
"1
1'-8
"2
3'-4
"
89
'-8
"
8
45'-4"
FIELD VERIFY
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"
155'-4"
7
16'-8"
8
45'-4"
FIELD VERIFY
F
G
A
GY
P.
BO
AR
D A
TT
IC
D
RA
FT
S
TO
P
NOTES:
1. REMOVE ALL EXISTING ROOFING, FASCIA AND SOFFIT.
2. VERIFY ALL EXISTING ROOF PENETRATIONS.
GY
P.
BO
AR
D A
TT
IC
D
RA
FT
S
TO
P
1'-2
"
4
A8.1
6
A8.1
4
A8.1
GYP. BOARD ATTIC DRAFT STOP
6
'
-
0
"
6
'
-
0
"
4'-0" 4'-0"
4'-0
"
4'-0
"
RIDGE VENT
SL
OP
E: 4
/1
2±
PREFINISHED
VALLEY FLASHING
(COLOR TO MATCH
ASPHALT SHINGLES)
TYPICAL
SL
OP
E: 8
/1
2
RIDGE VENT
EXISTING EXISTING
SLOPE:
8/12
SLOPE:
8/12
SLOPE: 8/12 SLOPE: 8/12
EXISTING EXISTING
SLOPE: 8/12 SLOPE: 8/12
6
'
-
0
"
6
'
-
0
"
8/1
2
© 2016 WIDSETH SMITH NOLTING
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GO
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TH
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HU
RC
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OF
P
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0480A
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TIF
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HIS
P
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CIF
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AT
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M A
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LIC
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RC
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ROOF PLAN
SCALE: 1/8" = 1'-0"
W
S
N
E
W
S
N
E
PLAN NORTH TRUE NORTH
ABCDEFG
19'-4"27'-4"4'-0"4'-0"11'-8"23'-4"
89'-8"
8
12
EX DOOR
TO REMAIN.
PROVIDE WINDOW TINTING
AT FULL LITE DOOR.
COLOR: T.B.D.
EX DOOR
TO REMAIN
EX WINDOW
TO REMAIN
B
B
C
H
D
A
D
B
RIDGE VENT
GH
DF
B
C
RIDGE VENT
RIDGE VENT
HHH
A
D
B
D
H
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"
155'-4"
7
16'-8"
8
45'-4"
FIELD VERIFY
FIN FL
EL 100'-0"
BTM OF SOFFIT
EL 108'-10 1/2"
D
8
12
C
RIDGE VENT
B
RIDGE VENT
A
J
J
D
T.O. WDW
EL 107'-2 5/8"
H
JJJJ
LGG
E
L
BBB
B
C
B
C
B
C
B
C
F F F
L
K
H
H H
RIDGE VENT
FIN FL
EL 100'-0"
BTM OF WDW
EL 103'-3 3/4"
T.O. WDW
EL 109'-9 1/4"
BTM OF WDW
EL 102'-4"
T.O. WDW
EL 117'-2"
T.O. DOOR FRAME
EL 107'-2"
T.O. WDW
EL 115'-10"
T.O. WDW
EL 114'-6"
CRICKET @ 4/12±
B
SOFFIT
EL 111'-3"
1/2" x 1/2"
EIFS REVEAL
(TYPICAL)
H
B
C
H
B
PREFINISHED PERFORATED METAL SOFFIT
G
F
EXTERIOR FINISH SCHEDULE
ASPHALT SHINGLES
PRECAST CONCRETE SILL
SYMBOL
A
E
BASE MATERIAL FINISH
H
CEMENT BOARD SIDINGD
C
EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
B
VINYL WINDOWS
K
J
L
STONE
PREFINISHED METAL FASCIA
ALUMINUM STOREFRONT
FIRESTONE COLOR: MANSARD BROWN
COLOR: NAVAJO BEIGE
COLOR: TAN
TRIM
CEMENT BOARD SIDING COLOR: TIMBER BARK
TUBE STEEL TRELLISM
CERTAINTEED:
LANDMARK; BURT SIENNA
FIRESTONE COLOR: MANSARD BROWN
COLOR: LIGHT BRONZE
EDEN: OAKFIELD
WEATHERED EDGE
COLOR: NAVAJO BEIGE
DRYVIT: EGGSHELL CREAM DV109
COLOR: GRAY
COLOR: MANSARD BROWN
HOLLOW METAL DOOR AND FRAMEN
COLOR: TO MATCH NAVAJO
BEIGE SIDING
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-SC-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:51:39 AM
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6 A
DD
IT
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R
EM
OD
EL
GO
OD
S
HE
PH
ER
D LU
TH
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AN
C
HU
RC
H
HE
NN
IN
G, M
IN
NE
SO
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EX
TE
RIO
R E
LE
VA
TIO
NS
A4.1
JU
NE
, 2016
AS
S
HO
WN
G.J.B
. / D
.C
.Q
.
G.J.B
.
04
80A
077
4.000
I H
ER
EB
Y C
ER
TIF
Y T
HA
T T
HIS
P
LA
N, S
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CIF
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AT
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N, O
R R
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OR
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WA
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EC
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UP
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M A
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LIC
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D A
RC
HIT
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EAST ELEVATION
SCALE: 1/8" = 1'-0"
2
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
A B C D E F G
19'-4" 27'-4" 4'-0" 4'-0" 11'-8" 23'-4"
89'-8"
8
12
C
RIDGE VENT
A
A
H
B
C
C
C
CC
GKKKG
B
B
B
B
C
F
F
F FF
F
FIN FL
EL 100'-0"
BTM OF SOFFIT
EL 111'-3"
RIDGE VENT RIDGE VENT
D
B
1/2" x 1/2"
EIFS REVEAL
(TYPICAL)
B
1
4'-0"
234
4'-0"3'-8"
5
41'-8"
6
40'-0"
155'-4"
7
16'-8"
8
45'-4"
FIELD VERIFY
RIDGE VENT
RIDGE VENT
EX WINDOW
TO REMAIN
8
12
B
BBB
A
C
HD DN N
F
B
B B
B
J J J
K
L
FIN FL
EL 100'-0"
BTM OF WDW
EL 103'-3 3/4"
T.O. WDW
EL 109'-9 1/4"
SOFFIT
EL 111'-3"
BTM OF WDW
EL 102'-4"
T.O. WDW
EL 117'-2"
T.O. DOOR FRAME
EL 107'-2"
C
C
C
H H
H H
H
FIN FL
EL 100'-0"
SOFFIT
EL 108'-10 1/2"
1/2" x 1/2"
EIFS REVEAL
(TYPICAL)
PREFINISHED PERFORATED METAL SOFFIT
G
F
EXTERIOR FINISH SCHEDULE
ASPHALT SHINGLES
PRECAST CONCRETE SILL
SYMBOL
A
E
BASE MATERIAL FINISH
H
CEMENT BOARD SIDINGD
C
EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
B
VINYL WINDOWS
K
J
L
STONE
PREFINISHED METAL FASCIA
ALUMINUM STOREFRONT
FIRESTONE COLOR: MANSARD BROWN
COLOR: NAVAJO BEIGE
COLOR: TAN
TRIM
CEMENT BOARD SIDING COLOR: TIMBER BARK
TUBE STEEL TRELLISM
CERTAINTEED:
LANDMARK; BURT SIENNA
FIRESTONE COLOR: MANSARD BROWN
COLOR: LIGHT BRONZE
EDEN: OAKFIELD
WEATHERED EDGE
COLOR: NAVAJO BEIGE
DRYVIT: EGGSHELL CREAM DV109
COLOR: GRAY
COLOR: MANSARD BROWN
HOLLOW METAL DOOR AND FRAMEN
COLOR: TO MATCH NAVAJO
BEIGE SIDING
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-SC-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:51:39 AM
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IO
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OD
EL
GO
OD
S
HE
PH
ER
D LU
TH
ER
AN
C
HU
RC
H
HE
NN
IN
G, M
IN
NE
SO
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EX
TE
RIO
R E
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VA
TIO
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A4.2
JU
NE
, 2016
AS
S
HO
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G.J.B
./D
.C
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G.J.B
.
04
80A
077
4.000
I H
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EB
Y C
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WEST ELEVATION
SCALE: 1/8" = 1'-0"
2
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
FIN FL /TO FDN
EL 100'-0"
TO WALL
EL 112'-1 1/8"
1
A5.2
MECHANICAL
113
MUSIC
STORAGE
112
YOUTH
MINISTRY
111
WOMEN'S
TOILET
109
NARTHEX
102B
PASTOR'S
OFFICE
106
A B C D E F G
19'-4" 27'-4" 4'-0" 4'-0" 11'-8" 23'-4"
89'-8"
3
A5.1
8
12
EX COAT RACK
TO REMAIN
R-49 BATT INSUL
ROOF TRUSSES
- SEE STRUCTURAL
4
C
C
B6
C
C
WDW HEADER
EL 107'-2 5/8"
NEW COAT RACK
SEE 10/A7.1
CRICKET
(BEYOND)
ACT CEILING ACT CEILING
SOFFIT BEYOND
2
A5.2
FIN FL /TO FDN
EL 100'-0"
TRUSS BRG.
EL 112'-1 1/8"
SANCTUARY
118
A B C D E F G
19'-4" 27'-4" 4'-0" 4'-0" 11'-8" 23'-4"
89'-8"
3
A5.1
TO WALL
EL 109'-1 1/8"
8
12
ROOF TRUSSES -
SEE STRUCTURAL
R-49 BATT INSUL
SEE 2/A7.1 FOR
ADDITIONAL INFORMATION
2
A5.2
SIM
SOUND ROOM
FLOOR LEVEL
1'-2"
3'-2"
4'-4"
WALL
OPENING
W118K
4
12
SHADOW BOXES ABOVE
2
A5.1
CORRIDOR
114
SANCTUARY
ALTAR AREA
117
SANCTUARY
118
EXISTING
CLASSROOM
121
YOUTH
MINISTRY
111
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"
155'-4"
7
16'-8"
8
45'-4"
FIELD VERIFY
1
A5.1
EXISTING
FELLOWSHIP HALL
124
7"
7"
1'-6"
℄4' MIN 4' MIN
A
A
A
EXISTING ROOF STRUCTURE
GYP BD CEILING (TYP)
BOX BEAM (TYP OF 3)
2
A2/1
TYP
PLAM SILL
W118E W118F W118G
W117B
3
A5.2
CONC. ALTAR
FLOOR STRUCTURE
13
'-4
"
C
B8
B8
R-49 BATT
INSUL
ROOF TRUSSES
- SEE STRUCTURAL
R-49 BATT INSUL
FILL WALL CAVITY
W/ BATT INSUL
D
1'-0"
2x6 LOOK OUTS
@ 24" O.C.
GABLE END TRUSS
1/2" WALL SHEATHING
CEMENT BD SIDING
SEE STRUCT FOR
WALL CONNECTION
DETAIL @ ROOF
PLAM SILL
SAWCUT & DEMO
EX ROOF OVERHANG
ACT CEILING
5/8" GYP BD @
UNDER SIDE OF
ROOF SHEATHING
© 2016 WIDSETH SMITH NOLTING
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BUILDING SECTION
SCALE: 1/8" = 1'-0"
1
BUILDING SECTION
SCALE: 1/8" = 1'-0"
3
BUILDING SECTION
SCALE: 1/8" = 1'-0"
FIN FL
EL 100'-0"
TOP OF FTG
EL 95'-4"
CONC FDN,
SEE STRUCT
CONC FTG,
SEE STRUCT
2" RIGID
INSUL
2
A8.1
TRUSS BRG
EL 112'-1 1/8"
4
7
A8.2
5
A8.2
6
A8.2
5
A8.1
4'-3
3
/4
"2
'-1
0 7
/8
" R
.O
.
W1
06
A
1
A8.1
1
FIN FL
EL 100'-0"
TOP OF FTG
EL 95'-4"
CONC FDN,
SEE STRUCT
CONC FTG,
SEE STRUCT
2" RIGID
INSUL
TRUSS BRG
EL 112'-1 1/8"
2
8
A8.2
5
A8.2
3'-3
3
/4
"6
'-5
1
/2
" R
.O
.
6
A8.2
4
A8.1
12
A8.2
8'-1
3
/4
" R
.O
.
10
A8.2
SIM
12
A8.2
10 1/2"
2'-1 1/4" R
.O
.10 1/2"
LVL HEADER,
SEE STRUCT
LVL HEADER,
SEE STRUCT
3
SIM
10
A8.2
SIM
12
A8.2
3
SIM
3
3
A8.1
TOP OF FDN
EL 100'-0"
TOP OF FTG
EL 95'-4"
ALTER FIN FL
EL 101'-2"
1'-2"
4'-11 1/8"
CONC FDN,
SEE STRUCT
CONC FTG,
SEE STRUCT
2" RIGID
INSUL
10
A8.2
SIM
3
4'-0
7/8
" R
.O
.
HEADER
EL 122'-2"
LVL HEADER,
SEE STRUCT
5/8" GYP BD W/
VAPOR RETARDER
R-49 BATT INSUL
TRUSSES, SEE
STRUCT
1'-0"
5/8" PLYWD ROOF
SHEATHING
ICE & WATER SHIELD
ASPHALT SHINGLES
2x6 @ 24" O.C.
PFN MET SOFFIT
PANELS
PFN MET DRIP
PFN MET
FASCIA
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-SC-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:51:42 AM
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WALL SECTION
SCALE: 3/4" = 1'-0"
2
WALL SECTION
SCALE: 3/4" = 1'-0"
3
WALL SECTION
SCALE: 3/4" = 1'-0"
REF
EXISTING
CLASSROOM
121
EXISTING
CLASSROOM
122
YOUTH
MINISTRY
111
WOMEN'S
TOILET
109
UNISEX FAMILY
TOILET
110
NARTHEX
102B
10
9
1
1
1
110
MUSIC
STORAGE
112
112
A6.1
2
3
A7.1
10
A6.1
6
CA
RP
ET
VIN
YL
FL
OO
RIN
G
4'-0
"
F.D.
F.D.
A
D
B
A
D
B
CC
F
G
F
G
2'-6"
MIN. CLEAR
4'-6
"
MIN
. C
LE
AR
5'-0"
MIN. CLEAR
5'-0"
MIN. CLEAR
6'-6
"
MIN
. C
LE
AR
6'-6
"
MIN
. C
LE
AR
Ø
5
'
-
0
"
Ø
5
'
-
0
"
2'-6
"
MIN
. C
LE
AR
4'-6"
MIN. CLEAR
PROVIDE SOUND ATTENUATING
BATT INSULATION AT ENTIRE
PERIMETER OF TOILET ROOMS
A6.1
4
5
YOUTH
TOILET
H
1'-6"3'-0 7/8"
2'-10"
2'-10"
A
D
C
B
E
F
P-LAM 1 BACKSPLASH
AND COUNTERTOP
VINYL BASE
SEMI-GLOSS PAINT - SEE FINISH
SCHEDULE
11
A6.1
2'-1
0"
A
D
B
C
VINYL BASE
SEMI-GLOSS PAINT - SEE FINISH
SCHEDULE
1'-6" 1'-6"
2'-1
0"
2'-1
0"
A
D
C
B
YOUTH
TOILET
10
"
E
F
P-LAM 1 BACKSPLASH
AND COUNTERTOP
VINYL BASE
SEMI-GLOSS PAINT - SEE FINISH
SCHEDULE
2'-10"
2'-0"
E
F
P-LAM 1 BACKSPLASH
AND COUNTERTOP
11
A6.1
110
SIM.
P-LAM SUPPORT
BRACKET
(MODEL NUMBERS LISTED ARE BOBRICK)
B
ATOILET PAPER DISPENSER BY OWNER
SS GRAB BAR - 42" HORIZONTAL (B-6806 SATIN FINISH)
C
D
SS GRAB BAR - 36" HORIZONTAL (B-6806 SATIN FINISH)
SS GRAB BAR - 18" VERTICAL (B-6806 SATIN FINISH)
E
FITTED PVC OR VINYL BOOT
DRAIN TRAP & HOT WATER PIPE INSULATION SHROUD
NOTES:
ACCESSORIES LEGEND
1. SEE BUILDING REQUIREMENTS SHEET G1.2 FOR MOUNTING HEIGHTS.
2. TOILET PAPER DISPENSERS, PAPER TOWEL DISPENSERS AND BY OWNER'S
VENDOR.
3. CASEWORK SUB-CONTRACTOR TO PROVIDE SHOP DRAWINGS TO
ARCHITECT FOR REVIEW OF ALL CASEWORK. PROVIDE CASEWORK
ELEVATIONS AND CASEWORK SECTIONS.
F2'-4" X 3'-0" MIRROR
GPAPER TOWEL DISPENSER, SURFACE MOUNTED, (BY OWNER).
PLASTIC LAMINATE LEGEND
P-LAM 1: WILSONART; 4796-60 BURNISHED CHESTNUT
P-LAM 2: WILSONART; 4663-60 TAWNY LEGACY
P-LAM 3: WILSONART; 1787-60 OXIDE
HBABY CHANGING STATION
REFR.
(BY OWNER)
9
A6.1
10
A6.1
2'-0"
1'-0"
1'-3"
1'-3 1/2"
3'-4" 2'-8"
4"
4"
2'-0"
2'-0"
7'-0"
1'-8"
1'-2"
1" FILLER
3'-0"
1'-3 1/2"
3'-0" 3'-0"
4'-0"
3'-0"
P-LAM 2
P-LAM 1
P-LAM 2
2'-10"
11'-6 1/2"
FIELD VERIFY
1'-3"
RANGE
(BY OWNER)
RANGE HOOD
(BY OWNER)
P-LAM END
PANEL
7'-0
"
2'-1
0"
4"
2'-0"
3"
BLOCKING (TYP)
AS SCHEDULED
FINISH FLOOR
2x WOOD
COUNTER TOP ON
3/4" MDF
PLASTIC LAMINATE
5"
BACK SPLASH
4" P. LAM.
SILICONE SEALANT
TOP & SIDES
(SCRIBE TO WALL)
P. LAM. LEDGER
& SEALANT
ESCUTCHEON
HOT WATER LINE
INSULATED TRAP &
1'-9
"2
'-5
"
HOLES W/
SHELF
PULL
MELAMINE CABINET
INTERIOR & SHELVING
FULL OVERLAY PLASTIC
LAMINATE CABINET DOORS
W/ HIDDEN HINGES
SHELF CLIPS
1/4" MDF
WOOD SHIM (TYP)
BACK
1'-1"
SHELF CLIPS
HOLES W/
W/ HIDDEN HINGES
MELAMINE CABINET
INTERIOR & SHELVING
3/4" SHELVES
PULL
PULL
DRAWER
3'-0"
4"
2'-0"
3"
6"
1 1/2"
1/4" MDF BACK
2x WOOD BLOCKING
SILICONE SEALANT
TOP & SIDES
(TYPICAL)
2x WOOD BLOCKING
P. LAM. BASE
7'-0"
SLIDES
FULL EXTENSION
HOLES W/
SHELF
PULL
MELAMINE CABINET
INTERIOR & SHELVING
FULL OVERLAY PLASTIC
LAMINATE CABINET DOORS
W/ HIDDEN HINGES
SHELF CLIPS
2'-7"
1/4" MDF
WOOD SHIM (TYP)
BACK
1'-1"
1'-5"
COUNTER TOP &
BACK SPLASH
PLASTIC LAMINATE
LAMINATE CABINET DOORS
FULL OVERLAY PLASTIC
5"
2'-5"
(FRONT)
LAV. SEE MECH.
COUNTER TOP
& 4" BACK SPLASH
1x4 P-LAM
ADHESIVE MOUNTED
MIRROR (FIELD MEASURE)
3"x2 1/2"x1/4" ANGLE
FRAME ALL SIDES
SILICONE SEALANT
3/4" PLYWOOD
1'-10"
PLASTIC LAMINATE
4"
(NOTCH @ SINKS
AS REQUIRED)
2x BLOCKING
HOT WATER LINE
INSULATED TRAP &
BRACKET AT UNISEX
P-LAM SUPPORT
FAMILY TOILET ROOM
10
A6.1
7'-0"
4"
1'-1"
2'-7"
4"
4'-0"
3'-0"
2'-7" 2'-7"
P-LAM 2
P-LAM 3
P-LAM 2
P-LAM 2
7'-0"
CLOSET ROD
P-LAM 2
P-LAM 3
P-LAM 2
3'-1"
FIELD VERIFY
4"
6'-8"
P-LAM 2
NOTE: PROVIDE CAM LOCKS AT ALL SACRISTY
CASEWORK.
© 2016 WIDSETH SMITH NOLTING
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0774.000
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45270
1
ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"
2
INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
3
INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
4
INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
5
INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
6
INTERIOR ELEVATION - YOUTH MINISTRY
SCALE: 1/4" = 1'-0"
9
INTERIOR ELEVATION
SCALE: 1" = 1'-0"
10
INTERIOR ELEVATION
SCALE: 1" = 1'-0"
11
INTERIOR ELEVATION
SCALE: 1" = 1'-0"
7
INTERIOR ELEVATION - SACRISTY
SCALE: 1/4" = 1'-0"
8
INTERIOR ELEVATION - SACRISTY
SCALE: 1/4" = 1'-0"
CONTROL
JOINTS
CONTROL
JOINTS
ALUMINUM
STOREFRONT
WALL RELIEF
HANDRAIL BEYOND
(SEE 4 / A7.1)
WALL RELIEF
MOODY BLUE: ACCENT PAINTTRADE WIND: ACCENT PAINT COLOR TRADE WIND: ACCENT PAINT COLOR
118A 118B 118CW118H W118J W118K
F.F.
EL. = 100-0
TOP OF OPENING
EL. = 107-2
BOTT OF OPENING
EL. = 101-4
BOTT OF SOFFIT
EL. = 113-4
3'-4 1/2"
3'-4"
1'-4"
9'-2"
8"
6'-4"
8"
9'-2"
1'-4"
3'-4"
3'-4 1/2"
SHADOW BOXES
12'-8 3/4"
5'-2
1
/4
"
5 3
/4
"6
"
8
A7.1
CONTROL
JOINT
9
A7.1
F.F.
EL. = 100-0
TOP OF OPENING
EL. = 108-8
BOTT OF OPENING
EL. = 104-4
SOUND ROOM
OPENING
P-LAM SILL
6'-0"
RAISED FLOOR
BEYOND
11
A7.1
1'-0"
1 1/2" Ø PIPE RAIL
FILL AND GRIND ALL
WELDS SMOOTH. FACTORY
PRIMED FIELD PAINTED.
3'-0
"
3'-0
"
HANDRAIL BRACKET
WELD TO HANDRAIL
5/8" GYP BD.
1/4" X 1" WOOD STOP
2 X 6 WOOD STUD
2 X 4 WOOD LEDGER
EXISTING STAINGLASS
WINDOW. (FIELD VERIFY DIM.)
FASTENER
FASTENER
CONTINUOUS GYP.
BD. BEHIND
LIGHT FIXTURE
W/ DIFFUSE LENS
PAINT INTERIOR
WHITE
CAN LIGHT (SEE ELECTRICAL)
SOFFIT
EXISTING STAINGLASS WINDOWS
(FIELD VERIFY DIMENSIONS)
SHEET ROCK WALL
VINYL BASE
FINISH FLOOR
FINISH CEILING
5'-11"
6
A7.1
7
A7.1
6 1/2" 6 1/2" 6 1/2"
5/8" GYP BD.
1/4" X 1" WOOD STOP
2 X 6 WOOD STUD
2 X 4 WOOD LEDGER
EXISTING STAINGLASS
WINDOW. (FIELD VERIFY DIM.)
FASTENER
FASTENER
CONTINUOUS GYP.
BD. BEHIND
LIGHT FIXTURE
W/ DIFFUSE LENS
PAINT INTERIOR
WHITE
5/8" GYP BD.
1/4" X 1" WOOD STOP
2 X 6 WOOD STUD
EXISTING STAINGLASS
WINDOW. (FIELD VERIFY DIM.)
CONTINUOUS GYP.
BD. BEHIND
LIGHT FIXTURE
W/ DIFFUSE LENS
PAINT INTERIOR
WHITE
VINYL BASE
2 X 4 WOOD STUD
5/8" GYP BD.
1/4" X 1" WOOD STOP
2 X 6 WOOD STUD
2 X 4 WOOD LEDGER
EXISTING STAINGLASS
WINDOW. (FIELD VERIFY DIM.)
FASTENER
FASTENER
CONTINUOUS GYP.
BD. BEHIND
LIGHT FIXTURE
W/ DIFFUSE LENS
PAINT INTERIOR
WHITE
P-LAM SHELF
(WILSONART 4796-60
BURNISHED CHESTNUT)
METAL SHELF BRACKETS
(5 EQUAL SPACES)
4'-0"
4'-0"
5'-0"
METAL COAT ROD
METAL SHELF BRACKETS
109
2'-4"
1 1/2"
3'-2"
1 1/2"
1'-10"
P-LAM (WILSONART 4796-60 BURNISHED CHESTNUT)
SHELF BRACKET
2X BLOCKING
3/4" PLYWOOD
10"
BIFORD ACCORDION WOOD VENEER DOOR
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-IV-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:51:59 AM
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INTERIOR ELEVATION - SANCTUARY
SCALE: 1/8" = 1'-0"
2
INTERIOR ELEVATION - SANCTUARY
SCALE: 1/8" = 1'-0"
3
INTERIOR ELEVATION - SANCTUARY
SCALE: 1/8" = 1'-0"
4
DETAIL AT RAMP
SCALE: 1/8" = 1'-0"
8
LIGHT BOX HEAD DETAIL AT SANCTUARY 118
SCALE: 1 1/2" = 1'-0"
5
LIGHT BOX ELEVATION AT CORRIDOR 114
SCALE: 1/4" = 1'-0"
6
LIGHT BOX HEAD DETAIL AT CORRIDOR 114
SCALE: 1 1/2" = 1'-0"
7
LIGHT BOX SILL DETAIL AT CORRIDOR 114
SCALE: 1 1/2" = 1'-0"
9
LIGHT BOX JAMB AND SILL DETAIL AT SANCTUARY 118 .
SCALE: 1 1/2" = 1'-0"
10
INTERIOR ELEVATION AT COAT RACK IN NARTHEX 102B
SCALE: 1/4" = 1'-0"
11
COUNTERTOP SECTION AT SOUND 115
SCALE: 1" = 1'-0"
4"6"
1
STONE VENEER
EXPANDED METAL LATH & MORTAR
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
(OVERLAP EPDM THRU-WALL FLASHING)
1/2" OSB EXTERIOR WALL SHEATHING
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
CONTINUOUS EPDM
THRU-WALL FLASHING
CLEAR, PREFORMED WEEPS @ 32" O.C.
1
/
2
"
SILL SEALER
8"
6" MINIMUM BETWEEN FINISH GRADE &
WEEPS (TYPICAL @ ALL LOCATIONS)
GROUT EVERYTHING SOLID BELOW WEEPS
1 1/2" RIGID INSULATION
SPRAY APPLIED WATERPROOFING
LAP ONTO OSB SHEATHING ABOVE
OVERLAP W/ THRI-WALL FLASHING
& AIR INFILTRATION BARRIER
CONCRETE SLAB ON GRADE
(SEE STRUCTURAL FOR
THICKNESS & REINFORCING)
1/2" EXPANSION MATERIAL
BASE AS SCHEDULED
5/8" GYP BOARD
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
REINFORCED 10 MIL
POLY VAPOR BARRIER
6" COMPACTED GRANULAR FILL
2" RIGID FOUNDATION
INSULATION (TYPICAL)
CAST IN PLACE FOUNDATION WALL
6"2"
4
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
(OVERLAP EPDM THRU-WALL FLASHING)
1/2" OSB EXTERIOR WALL SHEATHING
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
CEMENT BOARD SIDING STARTER STRIP
SILL SEALER
8" MINIMUM 6" CLEAR FROM BOTTOM OF
CEMENT BOARD SIDING TO GRADE
SPRAY APPLIED WATERPROOFING
CONCRETE SLAB ON GRADE
(SEE STRUCTURAL FOR
THICKNESS & REINFORCING)
1/2" EXPANSION MATERIAL
BASE AS SCHEDULED
5/8" GYP BOARD
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
REINFORCED 10 MIL
POLY VAPOR BARRIER
6" COMPACTED GRANULAR FILL
2" RIGID FOUNDATION
INSULATION (TYPICAL)
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)
CAST IN PLACE FOUNDATION WALL
8"
(10" @ SIM)
2
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
(OVERLAP EPDM THRU-WALL FLASHING)
1/2" OSB EXTERIOR WALL SHEATHING
2x8 WOOD STUDS (2x10 @ SIM) @ 16" O.C.
W/ R=19 (MIN) BATT INSULATION
(FILL STUD CAVITY W/ BATT INSULATION)
CEMENT BOARD SIDING STARTER STRIP
SILL SEALER
MINIMUM 6" CLEAR FROM BOTTOM
OF EIFS SYSTEM TO GRADE
SPRAY APPLIED WATERPROOFING
REINFORCED 10 MIL
POLY VAPOR BARRIER
6" COMPACTED GRANULAR FILL
2" RIGID FOUNDATION
INSULATION (TYPICAL)
2x WOOD BLOCKING
CONCRETE SLAB ON GRADE
(SEE STRUCTURAL FOR
THICKNESS & REINFORCING)
5/8" TREATED PLYWOOD
BASE AS SCHEDULED
5/8" GYP BOARD
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
CAST IN PLACE FOUNDATION WALL
2'-0"
VENTED, PREFINISHED METAL SOFFIT PANELS
PREFINISHED METAL "F" TRIM
1/2" OSB EXTERIOR WALL SHEATHING
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)
4
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
R=49 BATT INSULATION
5/8" GYP BOARD
2x6 SUBFASCIA
PREFINISHED METAL FASCIA
PREFINISHED METAL DRIP
ICE & WATER SHIELD
(2) LAYERS OF 15# FELT
ASPHALT SHINGLES (SEE SPEC)
5/8" PLYWOOD ROOF SHEATHING
PREENGINEERED WOOD
TRUSSES (SEE STRUCTURAL)
1'-0"
HE
EL
INSULATION BAFFLE @
EACH TRUSS SPACE
12
8
2'-0"
VENTED, PREFINISHED METAL SOFFIT PANELS
PREFINISHED METAL "F" TRIM
1/2" OSB EXTERIOR WALL SHEATHING
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)
4
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
R=49 BATT INSULATION
(STAPLE IN PLACE)
5/8" GYP BOARD
12
8
2x6 SUBFASCIA
PREFINISHED METAL FASCIA
PREFINISHED METAL DRIP
ICE & WATER SHIELD
(2) LAYERS OF 15# FELT
ASPHALT SHINGLES (SEE SPEC)
5/8" PLYWOOD ROOF SHEATHING
PREENGINEERED WOOD
TRUSSES (SEE STRUCTURAL)
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
INSULATION BAFFLE @
EACH TRUSS SPACE
1'-0"
HE
EL
6"
2x WOOD BLOCKING
PREFINISHED METAL FLASHING OVER
1/2" OSB EXTERIOR WALL SHEATHING
1/2" OSB EXTERIOR WALL SHEATHING
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)
4
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
R=49 BATT INSULATION
(STAPLE IN PLACE)
5/8" GYP BOARD
12
8
2x6 SUBFASCIA
PREFINISHED METAL DRIP
ICE & WATER SHIELD
(2) LAYERS OF 15# FELT
ASPHALT SHINGLES (SEE SPEC)
5/8" PLYWOOD ROOF SHEATHING
PREENGINEERED WOOD
TRUSSES (SEE STRUCTURAL)
6"
6"
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-DT-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:55:34 AM
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8/09/2016
45270
1
BASE OF WALL @ STONE VENEER
SCALE: 1 1/2" = 1'-0"
2
BASE OF WALL @ CEMENT BOARD SIDING
SCALE: 1 1/2" = 1'-0"
3
BASE OF WALL @ EIFS SIDING SYSTEM
SCALE: 1 1/2" = 1'-0"
5
ROOF EDGE @ STANDARD TRUSSES
SCALE: 1 1/2" = 1'-0"
4
ROOF EDGE @ PARALLEL CHORD TRUSSES
SCALE: 1 1/2" = 1'-0"
6
ROOF EDGE @ INSETS
SCALE: 1 1/2" = 1'-0"
WINDOW AS SPECIFIED
2x8 WOOD STUDS @ 16" O.C. W/
R=19 (MIN) BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
PLASTIC LAMINATE SILL
SEALANT ALL SIDES
2
CAST CONCRETE SILL
BACKER ROD & SEALANT
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
2x4 WOOD BUCK
1/2" OSB EXTERIOR WALL SHEATHING
1 1/2" EIFS SYSTEM
AIR INFILTRATION BARRIER
2 1/2"
1/2
"
2 1
/2
"
1"
SEALANT
1/2" OSB EXTERIOR WALL SHEATHING
HEADER (SEE STRUCTURAL)
FILL ALL VOIDS W/ INSULATION
1 1/2" EIFS SYSTEM
AIR INFILTRATION BARRIER
2x8 WOOD STUDS @ 16" O.C. W/
R=19 (MIN) BATT INSULATION
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
WINDOW AS SPECIFIED
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
INTEGRAL DRIP IN EIFS SYSTEM
2
"1x4" CEMENT BOARD TRIM
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
2x4 WOOD BUCK
SEALANT
1/2" OSB EXTERIOR WALL SHEATHING
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
PLASTIC LAMINATE SILL
4
WINDOW AS SPECIFIEDSTAINGLASS WHERE OCCURS
3/4"x1/2" WOOD STOPS EACH
SIDE OF STAINGLASS LOCATIONS
SEALANT ALL SIDES
1/2" OSB EXTERIOR WALL SHEATHING
HEADER (SEE STRUCTURAL)
FILL ALL VOIDS W/ INSULATION
"1x4" CEMENT BOARD TRIM
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)
4
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
WINDOW AS SPECIFIED
2x4 WOOD BUCK
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
SEALANT
PREFINISHED METAL DRIP
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
3/4"x1/2" WOOD STOPS
EACH SIDE OF
STAINGLASS LOCATIONS
STAINGLASS WHERE OCCURS
4
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
PLASTIC LAMINATE SILL (BELOW)
1/2" OSB EXTERIOR WALL SHEATHING
HEADER (SEE STRUCTURAL)
FILL ALL VOIDS W/ INSULATION
"1x4" CEMENT BOARD TRIM
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
WINDOW AS SPECIFIED
2x4 WOOD BUCK
SEALANT
CAST CONCRETE SILL (BELOW)
3/4"x1/2" WOOD STOPS
EACH SIDE OF
STAINGLASS LOCATIONS
STAINGLASS WHERE OCCURS
CAST CONCRETE SILL
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
WINDOW AS SPECIFIED
2x4 WOOD BUCK
1/2" OSB EXTERIOR WALL SHEATHING
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
PLASTIC LAMINATE SILL
STAINGLASS WHERE OCCURS
1
EXPANDED METAL LATH & MORTAR
STONE VENEER
3"
1/2
"
2 1
/2
"
1"
3/4"x1/2" WOOD STOPS EACH
SIDE OF STAINGLASS LOCATIONS
SEALANT ALL SIDES
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
PLASTIC LAMINATE SILL (BELOW)
1/2" OSB EXTERIOR WALL SHEATHING
EXPANDED METAL LATH & MORTAR
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
WINDOW AS SPECIFIED
2x4 WOOD BUCK
CAST CONCRETE SILL (BELOW)
1
STONE VENEER
2
2x8 WOOD STUDS @ 16" O.C. W/
R=19 (MIN) BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
PLASTIC LAMINATE SILL (BELOW)
1 1/2" EIFS SYSTEM
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
WINDOW AS SPECIFIED
CAST CONCRETE SILL (BELOW)
2
2x8 WOOD STUDS @ 16" O.C. W/
R=19 (MIN) BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
EXTEND 5/8" GYP BOARD
INTO WINDOW OPENING
5/8" "L" CASING BEAD
SEALANT ALL SIDES
PLASTIC LAMINATE SILL (BELOW)
1 1/2" EIFS SYSTEM
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
WINDOW AS SPECIFIED
CAST CONCRETE SILL (BELOW)
AIR INFILTRATION BARRIER
1/2" OSB EXTERIOR WALL SHEATHING
WINDOW AS SPECIFIED
2x10 WOOD STUDS @ 16" O.C.
W/ R=19 (MIN) BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
SEALANT ALL SIDES
3
PREFINISHED METAL FLASHING W/ END
DAMS EXTENDING DOWN OVER SLOPED
EIFS SILL
SEALANT ENTIRE PERIMETER OF FRAME
WOOD BLOCKING/SHIM
1/2" OSB EXTERIOR WALL SHEATHING
1 1/2" EIFS SYSTEM
AIR INFILTRATION BARRIER
PLASTIC LAMINATE SILL
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
WINDOW AS SPECIFIED
2x10 WOOD STUDS @ 16" O.C.
W/ R=19 (MIN) BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
SEALANT ALL SIDES
3
5/8" GYP BOARD RETURN
5/8" 'L' CASING BEAD
SEALANT ENTIRE PERIMETER OF FRAME
WOOD BLOCKING/SHIM
1/2" OSB EXTERIOR WALL SHEATHING
1 1/2" EIFS SYSTEM
AIR INFILTRATION BARRIER
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
HEADER (SEE STRUCTURAL)
FILL ALL VOIDS W/ INSULATION
INTEGRAL DRIP IN EIFS SYSTEM
WINDOW AS SPECIFIED
2x10 WOOD STUDS @ 16" O.C.
W/ R=19 (MIN) BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
SEALANT ALL SIDES
3
WRAP EIFS FINISH AT ALL EXPOSED ENDS
SEALANT ENTIRE PERIMETER OF FRAME
WOOD BLOCKING/SHIM
1/2" OSB EXTERIOR WALL SHEATHING
1 1/2" EIFS SYSTEM
AIR INFILTRATION BARRIER
5/8" GYP BOARD RETURN
5/8" 'L' CASING BEAD
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
PLASTIC LAMINATE SILL (BELOW)
PREFINISHED METAL FLASHING W/ END
DAMS EXTENDING DOWN OVER SLOPED
EIFS SILL
1/2" OSB EXTERIOR WALL SHEATHING
HEADER (SEE STRUCTURAL)
FILL ALL VOIDS W/ INSULATION
"1x4" CEMENT BOARD TRIM
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)4
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
WINDOW AS SPECIFIED
2x4 WOOD BUCK
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
SEALANT
PREFINISHED METAL DRIP
ARCHED TOP STAINGLASS WINDOW
ALUMINUM STOPS TO
MATCH STOREFRONT
4
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
1/2" OSB EXTERIOR WALL SHEATHING
"1x4" CEMENT BOARD TRIM
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
ALUMINUM STOREFRONT ENTRY SYSTEM
2x4 WOOD BUCK
SEALANT
4
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
"1x4" CEMENT BOARD TRIM
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
ALUMINUM STOREFRONT ENTRY SYSTEM
2x4 WOOD BUCK
SEALANT
B
LINE OF STONE VENEER (BELOW)
CAST CONCRETE SILL (BELOW)
ALUMINUM THRESHOLD SET IN
WATERPROOF MASTIC (BELOW)
1
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
B
"1x4" CEMENT BOARD TRIM
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
2x4 WOOD BUCK
SEALANT
STONE VENEER SET IN MORTAR ON
METAL LATH
LINE OF CAST CONCRETE SILL (ABOVE)
ALUMINUM STOREFRONT ENTRY SYSTEM
ALUMINUM THRESHOLD SET IN
WATERPROOF MASTIC (BELOW)
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-DT-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:56:00 AM
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1
WINDOW HEAD @ EIFS
SCALE: 1 1/2" = 1'-0"
3
WINDOW JAMB @ EIFS
SCALE: 1 1/2" = 1'-0"
4
WINDOW SILL @ EIFS
SCALE: 1 1/2" = 1'-0"
5
WINDOW HEAD @ CEMENT BOARD SIDING
SCALE: 1 1/2" = 1'-0"
6
WINDOW JAMB @ CEMENT BOARD SIDING
SCALE: 1 1/2" = 1'-0"
7
WINDOW SILL @ CEMENT BOARD SIDING
SCALE: 1 1/2" = 1'-0"
8
WINDOW SILL @ STONE VENEER
SCALE: 1 1/2" = 1'-0"
9
WINDOW JAMB @ STONE VENEER
SCALE: 1 1/2" = 1'-0"
2
WINDOW JAMB @ EIFS
SCALE: 1 1/2" = 1'-0"
12
ALUMINUM WINDOW SILL @ EIFS
SCALE: 1 1/2" = 1'-0"
10
ALUMINUM WINDOW HEAD @ EIFS
SCALE: 1 1/2" = 1'-0"
11
ALUMINUM WINDOW JAMB @ EIFS
SCALE: 1 1/2" = 1'-0"
13
STOREFRONT ENTRY HEAD
SCALE: 1 1/2" = 1'-0"
14
STOREFRONT ENTRY JAMB @ CEMENT BOARD SIDING
SCALE: 1 1/2" = 1'-0"
15
STOREFRONT ENTRY JAMB @ CEMENT BOARD SIDING
SCALE: 1 1/2" = 1'-0"
16
STOREFRONT ENTRY JAMB @ CEMENT STONE VENEER
SCALE: 1 1/2" = 1'-0"
1/2" OSB EXTERIOR WALL SHEATHING
HEADER (SEE STRUCTURAL)
FILL ALL VOIDS W/ INSULATION
"1x4" CEMENT BOARD TRIM
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)4
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
2x4 WOOD BUCK
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
SEALANT
PREFINISHED METAL DRIP
HOLLOW METAL FRAME
DOOR AS SCHEDULED
4
2x6 WOOD STUDS @ 16" O.C.
W/ R=19 BATT INSULATION
CONTINUOUS 6 MIL POLY
VAPOR BARRIER (TAPE SEAMS)
5/8" GYP BOARD
CORNER BEAD
5/8" GYP BOARD RETURNS
5/8" "L" CASING BEAD
SEALANT ALL SIDES
1/2" OSB EXTERIOR WALL SHEATHING
"1x4" CEMENT BOARD TRIM
CEMENT BOARD SIDING W/ 5"
EXPOSURE (TYPICAL)
1 1/2" RIGID INSULATION
AIR INFILTRATION BARRIER
SEALANT ENTIRE PERIMETER OF FRAME
WRAP AIR INFILTRATION BARRIER TO
SEAL OPENING
JAMB ANCHOR
2x4 WOOD BUCK
SEALANT
HOLLOW METAL FRAMEDOOR AS SCHEDULED
ALUMINUM THRESHOLD SET
IN WATERPROOF MASTIC
5/8" TYPE "X" GYP. BOARD
(2 LAYERS EACH SIDE @
2 HR RATED WALL)
HOLLOW METAL FRAME
HEADER (SEE STRUCTURAL)
DOOR AS SCHEDULED
SEE PLAN FOR WALL TYPE
5/8" TYPE "X" GYP. BOARD
(2 LAYERS EACH SIDE @
2 HR RATED WALL)
JAMB ANCHOR
DOUBLE STUDS
DOOR AS SCHEDULED
HOLLOW METAL FRAME
SEE PLAN FOR WALL TYPE
5/8" TYPE "X" GYP. BOARD
(2 LAYERS EACH SIDE @
2 HR RATED WALL)
JAMB ANCHOR
DOUBLE STUDS
GLAZING AS SCHEDULED
HOLLOW METAL FRAME
SEE PLAN FOR WALL TYPE
5/8" TYPE "X" GYP. BOARD
(2 LAYERS EACH SIDE @
2 HR RATED WALL)
HOLLOW METAL FRAME
HEADER (SEE STRUCTURAL)
GLAZING AS SCHEDULED
SEE PLAN FOR WALL TYPE
5/8" TYPE "X" GYP. BOARD
(2 LAYERS EACH SIDE @
2 HR RATED WALL)
HOLLOW METAL FRAME
SEE PLAN FOR WALL TYPE
GLAZING AS SCHEDULED
A
2 HR
1/2"
C6
ROLL-UP FIRE DOOR
(SEE SPECS)
5/8" "J" BEAD
CORNER BEAD
2x2x1/8" ANGLE GUIDE
2 1/2x2 1/2x3/16" ANGLE GUIDE
LAG SCREWS
2 1/2x2 1/2x3/16" ANGLE
2x4 WOOD BLOCKING
1/2
"
A
2 HR
ROLL-UP FIRE DOOR
(SEE SPECS)
2x2x1/8" ANGLE GUIDE
2 1/2x2 1/2x3/16" ANGLE GUIDE
LAG SCREWS
2 1/2x2 1/2x3/16" ANGLE
2x2 WOOD BLOCKING
2x6 WOOD BLOCKING
CORNER BEAD
5/8" "J" BEAD
CORNER BEAD
2x6 STUD FURRING @ 16" O.C.
5/8" GYP BOARD
A
2 HR
PREENGINEERED ROOF TRUSSES
(SEE STRUCTURAL)
WOOD BLOCKING AS REQUIRED
ROLL-UP FIRE DOOR (SEE SPEC)
BEAM (SEE STRUCTURAL)
HEADER (SEE STRUCTURAL)
2x WOOD BLOCKING
5/8" "J" BEAD
ROLL-UP FIRE DOOR
CRANK ACCESS PANEL
20 X 30 ATTIC ACCESS PANEL
CONTINUOUS 5/8" GYP. BOARD CEILING
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-DT-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:56:32 AM
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NOT USED
2
HOLLOW METAL HEAD @ CEMENT BOARD SIDING
SCALE: 1 1/2" = 1'-0"
3
HOLLOW METAL JAMB @ CEMENT BOARD SIDING
SCALE: 1 1/2" = 1'-0"
4
HOLLOW METAL DOOR HEAD
SCALE: 1 1/2" = 1'-0"
5
HOLLOW METAL DOOR JAMB
SCALE: 1 1/2" = 1'-0"
6
HOLLOW METAL WINDOW HEAD
SCALE: 1 1/2" = 1'-0"
7
HOLLOW METAL WINDOW JAMB
SCALE: 1 1/2" = 1'-0"
8
HOLLOW METAL WINDOW SILL
SCALE: 1 1/2" = 1'-0"
10
ROLL-UP FIRE DOOR JAMB
SCALE: 1 1/2" = 1'-0"
11
ROLL-UP FIRE DOOR JAMB
SCALE: 1 1/2" = 1'-0"
9
ROLL-UP FIRE DOOR HEAD
SCALE: 1 1/2" = 1'-0"
W1
PREFINISHED ALUMINUM
LIGHT BRONZE
6'-2
"
2"
7'-8
"
2"
1'-0
"
2"
1'-8
"
2"
1'-0
"
2"
3'-8
"
2"
2"
3'-8"
2"
1'-0"
2"
1'-8"
2"
1'-0"
2"
3'-8"
2"
12'-0"
16
'-0
"
1" FROSTED
INSULATED
GLAZING
2'-4
"
2"
1'-8
"
2"
5'-4
"5
'-4
"
2"
1'-8
"
2"
2"
2'-8"
2"
3'-0"
14
'-1
0"
1" INSULATED
GLAZING
W2
PREFINISHED ALUMINUM
LIGHT BRONZE
2'-4
"
2"
4'-8
"4
'-8
"
13
'-6
"
2"
2"
2'-8"
2"
3'-0"
2"
2'-8"
2"
3'-0"
1" INSULATED
GLAZING
1" INSULATED
GLAZING
2'-4
"
2"
4'-0
"
12
'-2
"
2"
W3
PREFINISHED ALUMINUM
LIGHT BRONZE
W4
PREFINISHED ALUMINUM
LIGHT BRONZE
1" INSULATED
GLAZING
1" INSULATED
GLAZING
1" INSULATED
GLAZING
ALTAR AREA
FLOOR LINE
5'-0
"1
'-2
"
FINISH
FLOOR LINE
2"
2"
4'-0
"
2"
2"
1'-8
"
2"
1'-8
"
1'-8
"
2"
1'-8
"
2"
W5
FACTORY FINISH VINYL
WINDOW
TAN
W6
FACTORY FINISH VINYL
WINDOW
TAN
W7
FACTORY FINISH VINYL
WINDOW
TAN
3'-3
3
/4
"
2"
FIE
LD
V
ER
IF
Y
ST
AIN
GL
AS
S IN
SE
RT
2"
2"
FIELD VERIFY
STAINGLASS INSERT
2"
1" INSULATED
GLAZING
1" INSULATED
GLAZING
4'-0
1
/2
"
2"
FIE
LD
V
ER
IF
Y
ST
AIN
GL
AS
S IN
SE
RT
2"
2"
FIELD VERIFY
STAINGLASS INSERT
2"
3'-8
"
3'-2
"
2"
2"
2"
2'-8"
2"
3'-0"
4'-0
"
W8
HOLLOW METAL INTERIOR
FACTORY PRIMED FIELD
PAINTED
W9
HOLLOW METAL INTERIOR
FACTORY PRIMED FIELD
PAINTED
1'-4
"
2"
1'-6
"
2"
3'-1
0"
2"
5'-1
0"
2"
1'-6"
2"
5'-6"
2"
1'-6"
2"
9'-2"
5/16" FIRELITE
GLAZING
3'-2
"
2"
3'-8
"
2"
4'-0
"
2"
2'-8"
2"
3'-0"
5/16" FIRELITE
GLAZING
FINISH
FLOOR LINE
D2
NARROW LITE
SOLID CORE
WOOD VENEER
PREFINISHED
F1
HOLLOW METAL FRAME
D1
FLUSH DOOR
SOLID CORE
WOOD VENEER
PREFINISHED
2"
SEE
SCHED
2"
7'-0
"
2"
DOOR
OPENING
SE
E S
CH
ED
.
8"
SEE
SCHED
2'-0
"
6"4"
SE
E S
CH
ED
.
SEE SCHED.
1/4" TEMP
GLAZING
D3
FULL GLASS
PRE FINISHED
ALUMINUM
LIGHT BRONZE
6"6"
SE
E S
CH
ED
.
SEE
SCHED
8"
1'-0
"
1" INSUL
GLAZING
D4
FULL GLASS
SOLID CORE
WOOD VENEER
PREFINISHED
6"6"
SE
E S
CH
ED
.
SEE
SCHED
8"
1'-0
"
5/16" INSUL
GLAZING
SE
E S
CH
ED
.
SEE
SCHED
D6
MANUAL COILING DOOR
PREFINISHED STEEL
F3
PREFINISHED ALUMINUM
LIGHT BRONZE
F4
PREFINISHED ALUMINUM
LIGHT BRONZE
F2
HOLLOW METAL FRAME
7'-0
"
2"
2"
SEE
SCHED
2"2"
SEE
SCHED
10
"
7'-0
"
2"
2'-5
"
2"
9'-9
"
2"
1'-4"
2"
6'-2"
2"
1'-4"
2"
SEE
SCHED
2"2"
SEE
SCHED
10
"
10
"
7'-0
"
2"
1'-6
"
2"
2"
6'-2"
2"
1'-4"
2"
8'-0"
2"
9'-6"
8'-1
0"
EXISTING
STAIN GLASS WINDOW
(FIELD VERIFY)
1" INSULATED
GLAZING
1" INSULATED
GLAZING
1" INSULATED
GLAZING
2"
SEE
SCHED
2"2"
SEE
SCHED
D5
HOLLOW METAL
FACTORY PRIMED
FIELD PAINTED
SE
E S
CH
ED
.
SEE SCHED.
FINISH
FLOOR LINE
FINISH
FLOOR LINE
© 2016 WIDSETH SMITH NOLTING
J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-SH-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:52:20 AM
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45270
NAME
ROOM FINISH SCHEDULE ABBREVIATIONS:
NO. BASEFLOOR
ROOM FINISH SCHEDULE
FINISH MAT'L
NORTH WALL EAST WALL WEST WALLSOUTH WALL
REMARKSHEIGHT
CEILING
FINISH MAT'L FINISH MAT'L FINISH MAT'L FINISH MAT'L
CONC = CONCRETE
CPT = CARPET
101VESTIBULE
102B
102ANARTHEX
103STORAGE
104ADMIN. OFFICE
105COPY
106PASTOR OFFICE
107STORAGE
108VESTIBULE
109WOMEN TOILET
111YOUTH MINISTRY
112MUSIC STORAGE
113MECHANICAL
114CORRIDOR
115SOUND
116SACRISTY
117SANCTUARY ALTAR
118SANCTUARY
110UNISEX/FAMILY TOILET
CT = CERAMIC TILE
ES = EXPOSED STEEL STRUCT
GYP = GYPSUM BOARD
P = PAINT (EGGSHELL)
PFN = PREFINISHED
SCON = SEALED CONCRETE
VB = VINYL BASE
VF = VINYL FLOORING
WD = WOOD
PAINT:
P1 = SHERWIN WILLIAMS; SW 7011, NATURAL CHOICE
P2 = SHERWIN WILLIAMS; SW 6218, TRADEWIND
P3 = SHERWIN WILLIAMS; SW 6221, MOODY BLUE
GENERAL NOTES:
VF 1 - - - - -
CARPET:
CPT = KRAUS; DOMINATOR 3G, 176815
BROWNSTONE
VINYL FLOORING:
VF 1 = TEKNOFLOR; MOUNTAINSCAPES; 88011 PASSAGE
VF 2 = TEKNOFLOR; MOUNTAINSCAPES; 88088 TRAIL
CERAMIC TILE:
CT = DALTILE:
VINYL BASE:
VB = JOHNSONITE; 132 ESPRESSO
DOOR SCHEDULE
1. VERIFY JAMB DEPTH WITH ACTUAL FIELD CONDITIONS, EXISTING AND NEW.
2. PROVIDE SAFETY GLAZING AS REQUIRED BY CODE.
3. PROVIDE AND INSTALL TRANSITION STRIP @ CENTER OF DOOR.
4. ALL HOLLOW METAL DOOR AND FRAMES TO MATCH ADJACENT WALL COLOR.
5. WOOD DOOR VENEER TO BE: OAK STAIN TO MATCH EXISTING.
6. PROVIDE: 1" INSUL. SAFETY GRASS AT EXTERIOR DOOR LITES; 5/16" FIRELITE PLUS GLASS AT VISION LITES IN RATED DOORS; 1/4" SAFETY
GLASS IN OTHER VISION LITES.
= ALUMINUM
OPENING SCHEDULE ABBREVIATIONS:
AL
= BY DOOR SUPPLIERBDS
= COILING DOORCD
101
Room
No. Room Name
VESTIBULE
Hdwe
Group
1
Size
3-0x7-0101A
Door
No. Type
D3
Mat
AL
Finish
PFN
DOOR
Type
F3
Mat
AL
Finish
PFN 14/A8.3
FRAME
Fire
Rating
--
Remarks
--
= HOLLOW METALHM
= PREFINISHEDPFN
= PAINTPNT
= STEELST
= WOODWD
GENERAL NOTES:
101VESTIBULE
13-0x7-0
101BAL PFN AL PFN
----
102NARTHEX
102 90 MIN.
103STORAGE
103 --
--
104ADMIN. OFFICE
104 20 MIN.
106PASTOR OFFICE
106 --
107STORAGE
107 ----
108A 108 ----
109 109 ----
110 110 ----
VESTIBULE
WOMEN TOILET
UNISEX/FAMILY TOILET
111YOUTH MINISTRY
111 90 MIN.
112MUSIC STORAGE
112 90 MIN.--
113MECHANICAL
113 ----
114CORRIDOR
114 ----
115SOUND
115 20 MIN.--
116SACRISTY
116 ----
118SANCTUARY
118A 20 MIN--
118SANCTUARY
118B 20 MINFULL LITE
118SANCTUARY
118C 20 MIN--
VB GYP P1 GYP P1 GYP P1 10'-0"
NARTHEX
CPT - - -VB GYP P1 9'-0"
-
CONC. GYP P1 -
-
-
-
-
-
PROVIDE SEMI-GLOSS PAINT
PROVIDE SEMI-GLOSS PAINT
-
-
-
-
-
CEILING HEIGHT VARIES
D3 F3
--
316-0x9-0 PFND5 10,11/A8.3
43-0x7-0 WD PFN HM PNTD1 F1
5WD PFN PNTD2 F1
4WD
4WD
8D3
6WD PNTD1 F1
6WD PNTD1 F1
5PNTD2 F1
5PNTD1 F1
4PNTD1 F1
7PNT PNTD5 F1
9PNTD2 F1
7PNT PNTD5 F1
10PNTD1 F1
11PNTD4 F1
10PNTD1 F1
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0
(2) 3-0x7-0
3-0x7-0
AL PFN AL PFNF4
ST
WD
WD
WD
HM
WD
HM
WD
WD
WD
WINDOW SCHEDULE
1. INSULATED GLAZING PER WINDOW MANUFACTURER.
104
Room
No. Room Name
ADMIN. OFFICE
Window
Type
W6W104A
Window
No. Remarks
GENERAL NOTES:
Head
5/A8.2
Jamb
6/A8.2
Sill
7/A8.2 --
106PASTOR OFFICE
W106A
106PASTOR OFFICE
W106B
117SANCTUARY ALTAR
W117A
117SANCTUARY ALTAR
W117B
117SANCTUARY ALTAR
W117C
117SANCTUARY ALTAR
W117D
117SANCTUARY ALTAR
W117E
118SANCTUARY
W118A
118SANCTUARY
W118B
118SANCTUARY
W118C
118SANCTUARY
W118D
118SANCTUARY
W118E
118SANCTUARY
W118F
118SANCTUARY
W118G
118SANCTUARY
W118H
118SANCTUARY
W118J
118SANCTUARY
W118K
W7 --
W9 --
W1
W4 --
W2 --
W3 --
W4 --
W5 --
--
--
--
--
--
--
W8 --
W8 --
W8 --
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
GYP P1 GYP P1 GYP P1
CPT - -VB GYP P1 9'-0"GYP P1 GYP P1 GYP P1
VB GYP P1 9'-0"GYP P1 GYP P1 GYP P1
GYP P1VB GYP P1 9'-0"GYP P1 GYP P1 GYP P1CPT
GYP P1VB GYP P1 9'-0"GYP P1 - - GYP P1CPT
GYP P1VB GYP P1 9'-0"GYP P1 GYP P1 GYP P1CPT
CONC. GYP P1VB GYP P1 9'-0"GYP P1 GYP P1 GYP P1
VF 1 VB GYP P1 GYP P1 9'-0"GYP P1 - - GYP P1
GYP P1VB GYP P1 9'-0"GYP P1 GYP P1 GYP P1VF 2
GYP P1VB GYP P1 9'-0"GYP P1 GYP P1 GYP P1VF 2
VF 1 VB GYP P1 GYP P1 9'-0"GYP P1 GYP P1 GYP P1
CONC. GYP P1VB GYP P1 9'-0"GYP P1 GYP P1 GYP P1
CONC. GYP P1VB GYP P1 12'-0"GYP P1 GYP P1 GYP P1
CPT GYP P1VB - - 9'-0"GYP P1 GYP P1 GYP P1
GYP P1VB GYP P1 9'-2"GYP P1 GYP P1 GYP P1CPT
GYP P1VB GYP P1 -GYP P1 - - GYP P1CPT
- -VB GYP P2 -GYP P2/P3 GYP P2 GYP P1CPT
GYP P1VB GYP P1 -- - GYP P1 GYP P1CPT
CEILING HEIGHT VARIES
CEILING HEIGHT VARIES
108B 108 ----VESTIBULE
1D3 3-0x7-0 AL PFN AL PFNF4
4 X 24 VISION LITE
4 X 24 VISION LITE
DOOR HARDWARE GROUPS
SET 1
EXTERIOR ALUMINUM
ALL HINGES, ADA THRESHOLDS, SWEEPS, CLOSERS,
OVERHEAD STOPS, WEATHERSTRIPPING, AND
HARDWARE BY ALUM DOOR SUPPLIER. (U.N.O.)
3 BB BUTT HINGES X NRP
1 RIM PANIC EXIT DEVICE WITH KEY DOGGING
1 THRESHOLD
1 CLOSER W/OH STOP
1 SET WEATHERSTRIPPING
1 BOTTOM SWEEP
1 HEAD DRIP
SET 2
INTERIOR RATED
3 BB BUTT HINGES
1 RIM PANIC EXIT DEVICE WITH LATCH RETRACTION
1 THRESHOLD
1 CLOSER W/OH STOP
1SET SMOKE SEALS
SET 3
COILING DOOR - RATED
ALL GUIDES, SPRINGS, RELAYS FOR AUTOMATIC CLOSURE
VIA SMOKE DETECTOR, AND OTHER HARDWARE BY DOOR
SUPPLIER
SET 4
INTERIOR
3 BUTT HINGES
1 CLASSROOM LOCKSET WITH LEVERS
1 WALL STOP
1 SET SILENCERS
SET 5
INTERIOR RATED
3 BB BUTT HINGES
1 CLASSROOM LOCKSET WITH LEVERS
1 CLOSER
1 SET SMOKE SEALS
1 WALL STOP
SET 6
INTERIOR
3 BB BUTT HINGES
1 PRIVACY LOCKSET WITH LEVERS
1 CLOSER
1 SET SILENCERS
1 WALL STOP
SET 7
EXTERIOR
3 BB BUTT HINGES X NRP
1 RIM PANIC DEVICE W/LATCH RETRACTION AND
W/O EXTERIOR TRIM
1 CLOSER W/OH STOP
1 SET WEATHERSTRIPPING
1 THRESHOLD
1 BOTTOM SWEEP
1 HEAD DRIP
SET 8
EXTERIOR ALUMINUM
ALL HINGES, ADA THRESHOLDS, SWEEPS, CLOSERS,
OVERHEAD STOPS, WEATHERSTRIPPING, AND
HARDWARE BY ALUM DOOR SUPPLIER. (U.N.O.)
3 BB BUTT HINGES X NRP
1 RIM PANIC DEVICE WITH KEY DOGGING
1 POWER DOOR OPERATOR W/PUSH PLATES AND
BOLLARD
1 SET WEATHERSTRIPPING
1 THRESHOLD
1 HEAD DRIP
1 BOTTOM SWEEP
SET 9
INTERIOR RATED
3 BB BUTT HINGES
1 CLASSROOM LOCKSET WITH LEVERS
1 CLOSER W/OH STOP
1 SET SMOKE SEALS
SET 10
INTERIOR RATED
3 BB BUTT HINGES
1 PASSAGE SET WITH LEVERS
1 CLOSER W/OH STOP
1 SET SMOKE SEALS
SET 11
INTERIOR RATED PAIR
6 BB BUTT HINGES
2 CONCEALED VERTICAL ROD PANIC EXIT DEVICES W/
OUTSIDE LEVER TRIM, LATCH RETRACTION, AND
PASSAGE FUNCTION
2 DUST PROOF STRIKES
2 CLOSERS W/OH STOPS
1 SPLIT BRUSH ASTRAGAL
1 SET SMOKE SEALS
101VESTIBULE
23-0x7-0
101CWD HM PNT
20 MIN.FULL LITED4 F2 5/A8.3
101VESTIBULE
23-0x7-0
101DWD HM PNTD4 F2 5/A8.3
20 MIN.FULL LITE
W5
W5
W5
W5
W5
W5
5/A8.2 6/A8.2 7/A8.2
10/A8.2 11/A8.2 12/A8.2
10/A8.2 11/A8.2 12/A8.2
10/A8.2 11/A8.2 12/A8.2
10/A8.2 11/A8.2 12/A8.2
10/A8.2 11/A8.2 12/A8.2
5/A8.2 6 & 9/A8.2 8/A8.2
5/A8.2 6/A8.2 8A8.2
5/A8.2 6/A8.2 8/A8.2
5/A8.2 6 & 9/A8.2 8/A8.2
5/A8.2 6/A8.2 8/A8.2
5/A8.2 6/A8.2 8/A8.2
5/A8.2 6 & 9/A8.2 8/A8.2
6/A8.3 7/A8.3 8/A8.3
JAMB
13/A8.3
9/A8.3
4/A8.3
4/A8.3
HEAD
PFN
PFN
PFN PNTD2 F1
PFN PNTD2 F1
PFN
PFN
PFN
PFN
PFN
PFN
PFN
PFN
PFN
14/A8.313/A8.3
14/A8.313/A8.3
14/A8.313/A8.3
3/A8.32/A8.3
3/A8.32/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
5/A8.34/A8.3
6/A8.3 7/A8.3 8/A8.3
6/A8.3 7/A8.3 8/A8.3
6/A8.3 7/A8.3 8/A8.3
HM PNT
--
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"155'-4"
7
16'-8"
A
B
C
D
E
F
G
19'-4
"27
'-4"
4'-0
"4'
-0"
11'-8
"23
'-4"
89'-8
"
8
45'-4"FIELD VERIFY
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"155'-4"
7
16'-8"
8
45'-4"FIELD VERIFY
F
G
A
S|||S
S | | | S
8" CIP FND. WALL,S.D. 6/S3.1
7S3.1
(3) 1 3/4x9 1/2LVL COL
(3) 1 3/4x 9 1/2LVL COL
S|||S
S | | |S
S | | | S
S | | | S
7S3.1
7S3.1
7S3.1
STEP FOOTINGTO MATCH EXISTING.
5'-0
"
5'-0
"
6'-8" 5'-0" 30'-0" 20'-6" 5'-0" 14'-6"
5'-0"
8'-2
"2'-0"x1'-0" FTG.W/ 2 #5 CONTTFE = 95-4 (TYP.)
2'-0"x1'-0" FTG.W/ 2 #5 CONTTFE = 95-4 (TYP.)
2'-0"x1'-0" FTG.W/ 2 #5 CONTTFE = 95-4 (TYP.)
STEP FOOTINGTO MATCH EXISTING.
2'-0"x1'-0" FTG.W/ 2 #5 CONTTFE = 99-4
2'-0"x1'-0" FTG.W/ 2 #5 CONTTFE = 95-4 (TYP.)
2S3.1
2S3.1
3S3.1
2S3.1
4S3.1
4'-7
"18
'-2"
4'-7
"
6S3.1
4S3.1
6S3.1
EXISTING FOUNDATION WALL& FOOTING, VERIFY EXISTINGCONDITIONS.
EXISTING FOUNDATION WALL& FOOTING, VERIFY EXISTINGCONDITIONS.
5'-0"
1'-6
"6'
-6"
4" SLAB ON GRADE W/#3 AT 16" O.C., E.W.
CONTROL JOINTS AT10'-0" O.C. MAX. - S.D. 1/S3.1
FFE = 100'-0"
8S3.1
7S3.2
4S3.2
8" CIP FND. WALL,S.D. 2/S3.1
10" CIP FND. WALL,S.D. 3/S3.1
8" CIP FND. WALL,S.D. 2/S3.1
8" CIP FND. WALL,S.D. 2/S3.1
9 14 x3 12LVL COL
9 14 x3 12LVL COL
5S3.1
5 14 x 7 14LVL COL
5 14 x 7 14LVL COL
2'-0"x1'-0" FTG.W/ 2 #5 CONTTFE = 99-4
8S3.1
8" CIP FND. WALL,S.D. 6/S3.1
2'-0"x1'-0" FTG.W/ 2 #5 CONTTFE = 95-4 (TYP.)
RA
MP
UP
UP
8'-9 7/8" 1'-6"
150.00°
150.
00°
120.00°
4'-0"
4" SLAB ON GRADE W/#3 AT 16" O.C., E.W.
FFE = 101'-2"
3'-1
1 1/
8"1'
-3 7
/8"
3'-7" 1'-2 1/2"
60.00°
3'-1
1 1/
8"
3'-1
1/2
"
9S3.1
10S3.1
4'-1
0 5/
8"
4'-1 1/8"
6'-0"x6'-0"x1'-2" FTG.W/ (6) #5 E.W.
6'-0"x6'-0"x1'-2" FTG.W/ (6) #5 E.W.
(6) 1 3/4x7 1/4LVL COL
(6) 1 3/4x7 1/4LVL COL
7'-0"x7'-0"x1'-2" FTG.W/ (7) #5 E.W.
TS 5x5x
3/8"
TS 5x5x3/8"
(3) 1 3/4"x 7 1/4"6'-0"x9'-0"x1'-2" FTG.W/ (8) #5 E.W.
(4) 1 3/4"x5 1/2"LVL COL.
(4) 1 3/4"x5 1/2"LVL COL.
(5) 1 3/4"x5 1/2"LVL COL.
(5) 1 3/4"x5 1/2"LVL COL.4'-6"x4'-6"x1'-0" FTGW/ (5) #5 E.W.
4'-6"x4'-6"x1'-0" FTGW/ (5) #5 E.W.
11S3.1
TYP. 7/8"x1
1"x11
" BP
7/8"x11"x11" BP
© 2016 WIDSETH SMITH NOLTINGJ:\0480a-alexandria architecture\0480a0774-good shepherd\0480a0774.000-good shepherd\CADD\Struct\S-FD-GOODSHEPHERD.dwg Plotted by:Dave Berg 8/10/2016 1:53:15 PM
SHEET NO.
JOB
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1FOOTING AND FOUNDATION PLANSCALE: 1/8" = 1'-0"
W
S
N
E
PLAN NORTH TRUE NORTH
W
S
N
E
FASTEN ALL PLYS OF LVL POSTS TOGETHER W/ 3 1/2" WOOD SCREWS AT 12" O.C. STAGGERED.PROVIDE SIMPSON HDU5 HOLD-DOWN (OR EQUAL) AT EACH LVL POST.
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"155'-4"
7
16'-8"
A
B
C
D
E
F
G
19'-4
"27
'-4"
4'-0
"4'
-0"
11'-8
"23
'-4"
89'-8
"
8
45'-4"FIELD VERIFY
1
4'-0"
2 3 4
4'-0" 3'-8"
5
41'-8"
6
40'-0"155'-4"
7
16'-8"
8
45'-4"FIELD VERIFY
F
G
A
4S3.2
8S3.2
8S3.2
10S3.2
11S3.2
L1 L1 L1 L1 L1
L1
L1
L1
L1
L1 L1 L1 L1
L1 L1L1
L2
L2
L2
5 1/
4" x
14"
LV
L
(2) 2
x12'
s
(2) 1
3/4
" x 1
1 7/
8" L
VL
VALLEY TRUSS SETOVER EXISTING ROOF
5/8" PLYWOOD ROOF SHEATHINGFASTEN W/ 8D NAILS @ 6" O.C. AT PANELEDGE AND 12" O.C. IN FIELD (TYPICAL)
EXISTING ROOF
EXISTING ROOF
8/12
2x6 LOOKOUTS@ 24" O.C. (TYP)
2x6 LOOKOUTS@ 24" O.C. (TYP)
GABLE ENDTRUSS
2x6 LOOKOUTS@ 24" O.C. (TYP)
2x6 LOOKOUTS@ 24" O.C. (TYP)
5 1/
4" x
14"
LV
L(4
) 1 3
/4" x
24"
LV
LH
EA
DE
R
8/12
2x6 LOOKOUTS@ 24" O.C. (TYP)
GABLE ENDTRUSS
TRUSS GIRDER
TRUSS GIRDER
TRUSS GIRDER TRUSS GIRDER
TRUSS GIRDER
TRUSS GIRDER TRUSS GIRDER
LINTEL SCHEDULE
MARK SIZE MINIMUMBEARING FRAMING NOTES
L2 (2) 1 3/4"x11 1/4" LVL 3" USE 2 JACK STUDSAND 2 KING STUDS
L1 (2) 2x10's 1 1/2" USE 1 JACK STUDSAND 1 KING STUDS
© 2016 WIDSETH SMITH NOLTINGJ:\0480a-alexandria architecture\0480a0774-good shepherd\0480a0774.000-good shepherd\CADD\Struct\S-FR-GOODSHEPHERD.dwg Plotted by:Dave Berg 8/10/2016 1:53:29 PM
SHEET NO.
JOB
NU
MB
ER
:
CH
EC
KE
D B
Y:
DA
TE:
SC
ALE
:
DR
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ION
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ON
& RE
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1ROOF FRAMING PLANSCALE: 1/8" = 1'-0"
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S
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E
PLAN NORTH TRUE NORTH
W
S
N
E
90
NCMA, SPECIFICATION FOR THE DESIGN & CONSTRUCTION OF LOAD
100
BEARING CONCRETE MASONRY
WIND LOAD
CRSI, MANUAL OF STANDARD PRACTICE
DESIGN LOADS
ROOF LOADS
STRIP FOOTINGSSPREAD FOOTINGS
SOIL REPORT
STAIRS, PUBLIC CORRIDORS, & LOBBIES LIVE LOAD
DESIGN NET SOIL BEARING CAPACITY IS AS FOLLOWS:
A.
SITE WORK:II.
1.a.b.
3.
B.1.
2.
4.
EXPOSUREDESIGN WIND SPEED
AMERICAN CONCRETE INSTITUTE 318-11
DESIGN DATA:
BUILDING CODESINTERNATIONAL BUILDING CODE - 2012
A.1.2.3.
STRUCTURAL NOTES
INTERIOR SLAB ON GRADE
CONCRETE PROPERTIES
CONCRETE MATERIAL PROPERTIES
WELDED WIRE FABRIC (SMOOTH)ALL BARS UNLESS NOTED
SPECIFICATIONS FOR MORE INFORMATION.
CONCRETE AN AIR CONTENT OF 6± 1% BY VOLUME.
REINFORCING MATERIAL PROPERTIES
EXTERIOR SLAB ON GRADE
ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED TO GIVE THE
CONCRETE MIX DESIGNS AND SUPPORTIVE DATA MUST BE SUBMITTEDFOR APPROVAL ACCORDING TO ACI 318-11, SECTION 5.3. SEE
CONCRETE:
1,5001,500 PSF
PSF
PSF
B.
CMPH
III.
A.
1.2.
3.
FOOTINGS, WALLSa.b.
2.
c.
1.F'C PSI28 DAYS
FY, KSI
6560
4,0004,0004,000
ASTM
A185A615
PSIPSIPSI
3" - 4"
SLUMPINCHES
HAVE A MINIMUM OF 5'-0" OF FROST PROTECTION.
BACKFILL EVENLY ON EACH SIDE OF WALLS IN 8" LIFTS TO A MINIMUM
PERIMETER FOUNDATION SHALL BE 5'-0". ALL OPEN AIR FOUNDATIONS SHALLMINIMUM DEPTH FROM EXTERIOR GRADE TO BOTTOM OF BUILDING
FOOTINGS TO BEAR ON UNDISTURBED, UNFROZEN SOIL. FILL BELOW
OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY.
FOOTINGS SHALL BE PLACED IN 8" LIFTS AND COMPACTED TO A5.
4.
3.
ON PLAN SHEETS. CUT TO BE 3/16" WIDE AND 1 1/2" DEEP. CUT TO BE MADE WITHIN 24 HOURS AFTER POURING SLAB.
ALL REINFORCING SHALL BE DETAILED, FABRICATED, AND PLACED
PROVIDE SAW CUT CONTROL JOINTS AT 10'-0" O.C. E.W. OR AS INDICATED
SLABS AND FOOTINGS TO BEAR ON COMPACTED, UNFROZEN SOIL.
ACCORDING TO CRSI "MANUAL OF STANDARD PRACTICE".
CAST IN PLACE CONCRETE
3.
2.
C.1.
c. DEAD LOAD (SUPERIMPOSED) PSF20
SEISMIC ZONE 14.
MINIMUM OF 98% OF THE MAXIMUM STANDARD PROCTOR DENSITY.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR4.REINFORCEMENT:
COVER IN.MINIMUM
CONCRETE CAST AGAINST ANDa.3PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . . . . . . . . . . . .
CONCRETE EXPOSED TO EARTH OR WEATHER:#6 THROUGH #11 BARS . . . . . . . . . . . . . . . . . . . . . . . . . . . . .#5 BAR AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . .
b.2
1 1/2
CONCRETE NOT EXPOSED TO WEATHER ORIN CONTACT WITH GROUND:SLABS, WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .BEAMS, COLUMNS:PRIMARY REINFORCEMENT, TIES, STIRRUPS . . . . . . . . . . . . . . .
c.
3/4
1 1/2
STRUCTURAL LUMBER
TIMBER
A.
IV.
SPECIFICATIONS FOR WOOD CONSTRUCTION.DESIGN AND CONSTRUCTION SHALL CONFORM TO THE NATIONAL DESIGN1.
DIMENSION LUMBER SHALL HAVE THE FOLLOWING MINIMUM VALUES:F = 900 PSI, F = 75, F = 450, F = 1250b v c c
CRITICAL DURATION OF LOAD FACTOR C = 1.15D
ALL MEMBER SIZES GIVEN ON PLAN ARE NOMINAL DIMENSIONS. DRESSEDSIZES ESTABLISHED IN AMERICAN SOFTWOOD LUMBERS STANDARDSPS 20-70 SHALL BE ACCEPTED AS MINIMUM NET SIZES CONFORMING TOSUCH NOMINAL SIZES.
WOOD LINTELS SHALL HAVE A FULL 3" LENGTH OF BEARING AT EACH ENDUNLESS NOTED OTHERWISE.
ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALLBE FRAMED WITH PREFABRICATED METAL JOIST HANGERS OF REQUIREDCAPACITY.
WOOD JOISTS SHALL BEAR ON THE FULL WIDTH OF SUPPORTING MEMBERSUNLESS NOTED OTHERWISE.
NAILING SHALL BE IN ACCORDANCE WITH THE I.B.C. (AS A MINIMUM) ORAS REQUIRED BY THE DRAWINGS. SPACE NAILS TO AVOID SPLITTING. NAILSSHALL BE CLINCHED.
MICROLAMS (M=L) SHALL BE EQUIVALENT TO TRUSS JOIST CORPORATIONF = 2800 PSI, E = 2,000,000 PSI.b
THE DESIGN AND FABRICATION OF ALL TRUSSES SHALL CONFORM TO THE
TRUSSES
1.
B.
NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITSFASTENERS BY NATIONAL FOREST PRODUCTS ASSOCIATION, AND DESIGNSPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSESBY THE TRUSS PLATE INSTITUTE.
SEE PLANS FOR LOADS APPLIED TO TRUSSES. CRITICAL DURATION OFLOAD FACTOR ... C = 1.15 . DEAD LOAD LISTED INCLUDES THE WEIGHTOF THE TRUSS.
TRUSS SUPPLIER TO FURNISH ALL BRIDGING, TRUSS TO BEAM CONNECTIONS,HEADERS AND CHORD EXTENSIONS, ETC. AS NECESSARY TO PROVIDE ACOMPLETE INSTALLATION.
D
PLACEMENT OF MECHANICAL UNITS AND HANGERS SUPPORTED BY ROOFTRUSSES IS SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER.
THE TRUSS MANUFACTURER IS RESPONSIBLE FOR AND SHALL SUBMIT SHOPDRAWINGS AND CALCULATIONS CERTIFIED BY A PROFESSIONAL ENGINEERREGISTERED IN THE STATE OF THE PROJECT FOR ALL ELEMENTS ANDMEMBERS DESIGNED BY THE TRUSS MANUFACTURER.
THE DESIGN OF TRUSS MEMBERS AND ELEMENTS SHOWN ON THE DRAWINGSARE FOR THE IN-PLACE COMPLETED BUILDING. ALL LOADING CRITERIAAND VERIFICATION OF DESIGN FOR LOADING SUCH AS HANDLING,TRANSPORTATION, AND ERECTION ARE THE SOLE RESPONSIBILITY OF THETRUSS MANUFACTURER.
2.
3.
4.
5.
6.
7.
8.
9.
2.
3.
4.
5.
6.
BE PRESSURE TREATED.ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY OR EARTH SHALL10.
CONTRACTOR TO HAVE BOTTOM OF EXCAVATIONINSPECTED BY SOILS ENGINEER PRIOR TO CASTING
2.
FOOTINGS TO VERIFY SOIL BEARING CAPACITY.
11. PLYWOOD SHEATHING SHALL BE MINIMUM 5 PLIES AND RATED FOR LOADSAND SPANS AS INDICATED ON THE PLANS.
3" - 4"3" - 4"
IMMEDIATELY AFTER TRIMMING. FIELD APPLY ONE COAT OF SEALER TOALL FIELD CUTS IMMEDIATELY AFTER TRIMMING.
SIMPLE SPAN GLULAM MEMBERS SHALL BE 20F-V4, CONSTRUCTION ORCANTILEVERED MEMBERS SHALL BE 20F-V8. THE FOLLOWING MINIMUM
BENDING (TENSION ZONE)HORIZONTAL SHEARCOMPRESSION PERPENDICULAR TO GRAIN AT TOP OR BOTTOMMODULUS OF ELASTICITY
DESIGN VALUES UNDER DRY USE SHALL APPLY:
APPEARANCE OF MEMBERS SHALL BE ARCHITECTURAL GRADE.
CRITICAL DURATION OF LOAD FACTOR C = 1.15.
ALL GLULAM MEMBERS SHALL BE WRAPPED.
ADHESIVES SHALL MEET THE REQUIREMENTS OF WET CONDITION OF USE.
5.
7.
8.
6.
4.
Fb = 2400 PSIFv = 165 PSI
Fc = 450 PSIE = 1,800,000 PSI
GLULAM MEMBERS
DESIGN AND CONSTRUCTION SHALL CONFORM TO N.F.P.A. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND A.I.T.C. MANUAL.
ALL MEMBER SIZES GIVEN ON PLAN ARE NET DIMENSIONS AND SHALL CONFORM TO PRODUCT STANDARD PS 56-73.
FACTORY APPLY ONE COAT OF SEALER TO THE ENDS OF ALL MEMBERS
1.
3.
2.
C.
D
HURRICANE TIES OR EQUAL.ALL TRUSSES SHALL BE FASTENED TO TOP OF WALL WITH SIMPSON7.
5. CONSTRUCTION JOINTS TO BE DOWELED OR KEYED. PROVIDE DETAIL TOENGINEER FOR APPROVAL.
a. GROUND SNOW LOAD PSF60ICeCt
= 1.0= 1.0= 1.1 TRUSS ROOF
b. ROOF SNOW LOAD PSF ROOF TRUSS46
SPECIAL INSPECTIONC.
OWNER SHALL EMPLOY A SPECIAL INSPECTION AGENCY TO PROVIDE INSPECTIONDURING CONSTRUCTION IN ACCORDANCE WITH SECTION 1704 OF THE IBC. SPECIALINSPECTOR TO PROVIDE FINAL SIGNED REPORT TO OWNER, BUILDING OFFICIAL,AND STRUCTURAL ENGINEER.
THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION:1.2.
SOILS:MASONRY:
3. CONCRETE:
SOIL COMPACTION AND VERIFICATION OF BEARING CAPACITY.PERIODIC INSPECTION PER LEVEL 1.CONCRETE AND REINFORCEMENT PLACEMENT, CONCRETESTRENGTH, SLUMP, AIR TEST.
FFE = 100-0
8" CIP FND. WALL
4" SLAB W/#3 AT 16"O.C. E.W.
#5 AT 24" VERT.#5 AT 16" HORZ.
TFE = SEE PLAN
2" RIGIDINSULATION
SEE PLANFOR SIZE
5 1/2"
8"
1/2" OSB W/ 8d NAILS AT4" O.C. AT PANEL EDGES,12" O.C. IN FIELD - BLOCKALL PANEL EDGES
1/2" EXPANSION JOINT
1/2" DIA. A.B.AT 48" O.C.
G57
A
2X6 @ 16" O.C.
6" COMPACTEDGRANULAR FILL
SAWCUT 1/8" WIDE x "D""D" = SLAB THICKNESS
4
SAWCUT AFTER SLABIS POURED. FILL W/JOINT SEALANT ATEXPOSED LOCATIONS
FFE = 100-0
10" CIP FND. WALL
4" SLAB W/#3 AT 16"O.C. E.W.
#5 AT 24" VERT.#5 AT 16" HORZ.
TFE = SEE PLAN
2" RIGIDINSULATION
SEE PLANFOR SIZE
1/2" EXPANSION JOINT
1/2" DIA. A.B.AT 48" O.C.
4"8"
2X6 @ 16" O.C.
F
6" COMPACTEDGRANULAR FILL
1/2" OSB W/ 8d NAILS AT4" O.C. AT PANEL EDGES,12" O.C. IN FIELD - BLOCKALL PANEL EDGES
TOF = 100-0
12" CIP FND. WALL
4" SLAB W/#3 AT 16"O.C. E.W.
#5 AT 24" VERT.#5 AT 16" HORZ.
TFE = SEE PLAN
2" RIGIDINSULATION
SEE PLANFOR SIZE
5/8" TREATED PLYWD
1/2" DIA. A.B.AT 48" O.C.
4
4"8"
2X8 @ 16" O.C.
6" COMPACTEDGRANULAR FILL
1/2" OSB W/ 8d NAILS AT4" O.C. AT PANEL EDGES,12" O.C. IN FIELD - BLOCKALL PANEL EDGES
FFE = 101-2
TOF = 100-0
8" CIP FND. WALL
4" SLAB W/#3 AT 16"O.C. E.W.
#5 AT 24" VERT.#5 AT 16" HORZ.
TFE = SEE PLAN
2" RIGIDINSULATION
SEE PLANFOR SIZE
5/8" TREATED PLYWD
1/2" DIA. A.B.AT 48" O.C.
12X10 @ 16" O.C.
6" COMPACTEDGRANULAR FILL
1/2" OSB W/ 8d NAILS AT4" O.C. AT PANEL EDGES,12" O.C. IN FIELD - BLOCKALL PANEL EDGES
FFE = 101-2
6"
2" CLR
SEE PLAN1/2" EXPANSION JOINTSLAB ON GRADE SEE PLAN
RIGID INSULATIONSEE ARCH SEE PLAN
6" COMPACTEDGRANULAR FILL
#4 AT 16" O.C.
RIGID INSULATIONSEE ARCH
SEE PLAN FOR SIZEAND REINFORCEMENT
TFE = SEE PLAN
24"x12" FOOTINGW/ 2 #5
8" CIP WALL W/ #5AT 16" O.C. E.W.
2" RIGID INSUL.
#4 AT 16" O.C.(3 SIDES)
SLOPE VER.W/ ARCH
6" CONC.SLAB W/#4 AT 8" O.C. E.W.
LOOSEGRANULAR
FILL
CIP WALL SEE PLAN FORSIZE AND REINF.
TOF = 100-0
8" CIP FND. WALL
4" SLAB W/#3 AT 16"O.C. E.W.
#5 AT 24" VERT.#5 AT 16" HORZ.
TFE = SEE PLAN
2" RIGIDINSULATION
SEE PLANFOR SIZE
5/8" TREATED PLYWD
1/2" DIA. A.B.AT 48" O.C.
Grid2X8 @ 16" O.C.
6" COMPACTEDGRANULAR FILL
1/2" OSB W/ 8d NAILS AT4" O.C. AT PANEL EDGES,12" O.C. IN FIELD - BLOCKALL PANEL EDGES
FFE = 101-2
FFE = 100-0
TFE = SEE PLAN
SEE PLANFOR SIZE
4" SLAB W/ #3 AT 16"O.C., E.W.
6" COMPACTEDGRANULAR FILL
TREATEDSILL PLATE
#4 @ 32" O.C.
#4 CONT
CIP WALL, MATCH WALLTHICKNESS
12" Ø A.B. @ 32" O.C.(AT REINFORCEMENT)
#3 CONT
#4 @ 12" O.C.VA
RIE
S
4"
6"
1'-0"
8"
4"4"4"
6"
1'-0"
4" SLAB W/ #3 AT 16"O.C. E.W.
4" SLAB,SEE PLAN
COLUMNAND
FOOTINGCENTERLINE
STEEL COLUMN AND BASEPLATE SEE PLAN FOR SIZEAND TYPE.
CONC. SLAB SEE PLAN
COLUMN FOOTINGSEE PLAN FORSIZE AND REINF.
6" COMPACTEDGRANULAR FILL
(4) 3/4" DIA. ANCHORBOLTS W/DOUBLE NUTS
PAINT COLUMN BELOWF.F.E. W/ BITUMINOUSMATERIAL.
1 1/2" GROUT
FFE = 100-0
TFE = 99'-4"
© 2016 WIDSETH SMITH NOLTINGJ:\0480a-alexandria architecture\0480a0774-good shepherd\0480a0774.000-good shepherd\CADD\Struct\S-DT-GOODSHEPHERD.dwg Plotted by:Dave Berg 8/10/2016 1:53:38 PM
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28" CIP FND. WALL W/ FLR. LEDGESCALE: N.T.S.
1CONTROL JOINTSCALE: N.T.S.
310" CIP FND. WALLSCALE: N.T.S.
412" CIP FND. WALLSCALE: N.T.S.
58" CIP FND. WALLSCALE: N.T.S.
7CIP STOOPSCALE: N.T.S.
68" CIP FND. WALLSCALE: N.T.S.
8FOOTING / SLAB DETAILSCALE: N.T.S.
9RAMP EDGE DETAILSCALE: N.T.S.
10RAMP BASE DETAILSCALE: N.T.S.
11INTERIOR COL. AT FOOTINGSCALE: N.T.S.
A B C D E F19'-4" 27'-4" 4'-0" 4'-0" 11'-8"
12'-1
1/8
"B
RG
HT
12'-1
1/8
"B
RG
HT
18'-7
" - B
RG
HT
18'-7
" - B
RG
HT
17'-3
" - B
RG
HT
15'-1
1" -
BR
G H
T
14'-1
1 1/
2"2'
-5"
4'-1
0 1/
4"
℄
℄
4'-8 3/4" 2'-8 3/4" 4'-10 1/2" 2'-8 1/4" 4'-10 1/4" 2'-8 3/4" 4'-8 3/4"
4'-7"2x8 WALLFRAMING
18'-2"2x10 WALL FRAMING
4'-7"2x8 WALLFRAMING
FFE = 100-0 FFE = 100-0
812
2x6 @ 16" O.C.
1 3/4"x7 1/4" LVL STUDFRAMING @ 16" O.C.
(2) 1 3/4"x9 1/4"LVL - FLAT
(2) PLY'S FULL HT.(1) PLY TO BEAM
(2) 1 3/4"x9 1/4"LVL
(2) 1 3/4"x9 1/4"LVL 1 3/4"x7 1/4" LVL STUD
FRAMING @ 16" O.C.
2x6 @ 16" O.C.
SCISSOR TRUSSES@ 24" O.C.
412
(3) 2x10's
1'-0
"H
EE
L
2'-0"
HURRICANE TIES
1/2" OSB WALLSHEATHING
2x6's @ 16" O.C.
CONT 2x6
ROOF TRUSSES@ 24" O.C.
8
12
5/8" PLYWD ROOFSHEATHING
1'-0
"H
EE
L
2'-0"
HURRICANE TIES
1/2" OSB WALLSHEATHING
2x6's @ 16" O.C.
CONT 2x6
ROOF TRUSSES@ 24" O.C.
8
12
5/8" PLYWD ROOFSHEATHING
2'-0"
1/2" OSB WALLSHEATHING
2x6's @ 16" O.C.
CONT 2x6
ROOF TRUSSES@ 24" O.C.
5/8" PLYWD ROOFSHEATHING
GABLE END TRUSS
© 2016 WIDSETH SMITH NOLTINGJ:\0480a-alexandria architecture\0480a0774-good shepherd\0480a0774.000-good shepherd\CADD\Struct\S-DT-GOODSHEPHERD.dwg Plotted by:Dave Berg 8/10/2016 1:53:40 PM
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1NOT USED
2NOT USED
3NOT USEDSCALE: N.T.S.
4EXTERIOR WALL FRAMING ELEVATIONSCALE: 1/4" = 1'-0"
5NOT USEDSCALE: N.T.S.
8ROOF EDGE DETAILSCALE: N.T.S.
9ROOF EDGE DETAILSCALE: N.T.S.
6NOT USEDSCALE: N.T.S.
7NOT USEDSCALE: 1/4" = 1'-0"
10ROOF EDGE DETAILSCALE: N.T.S.
11NOT USED