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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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



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



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G, M

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DIN

G D

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G1.2

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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.


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.


77

O.L. = 174

192

87

87

EXIT WIDTH

192 X .2 = 39" REQ.


2 HOUR FIRE RATED WALL

92

216

82

EXIT WIDTH

87 X .2 = 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. 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.



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ARCHITECTURAL SITE PLAN

SCALE: 1:20

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S

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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.


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DEMOLITION PLAN

SCALE: 1/8" = 1'-0"

W

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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


1/2" SHEATHING


VAPOR BARRIER


EIFS

1

EXTERIOR WALL TYPE

2

EXTERIOR WALL TYPE

5/8" GYP. BD.

10" WOOD STUD

BATT INSULATION

1/2" SHEATHING


VAPOR BARRIER


EIFS

3

EXTERIOR WALL TYPE

5/8" GYP. BD.

6" WOOD STUD


1/2" SHEATHING


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


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.


WOOD STUD

C

NON RATED INTERIOR PARTITION



1 1/2" WOOD FURRING STUD

D

NON RATED INTERIOR PARTITION


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.


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45270

1

FLOOR PLAN

SCALE: 1/8" = 1'-0"

W

S

N

E

W

S

N

E


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)


J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-RC-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:51:20 AM

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45270

1

REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0"

W

S

N

E

W

S

N

E


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


J:\0480A-Alexandria Architecture\0480A0774-Good Shepherd\0480A0774.000-Good Shepherd\CADD\Arch\A-RP-GOODSHEPHERD.dwg Plotted by:Greg Bohl 8/10/2016 11:51:26 AM

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45270

1

ROOF PLAN

SCALE: 1/8" = 1'-0"

W

S

N

E

W

S

N

E


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


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


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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45270

1

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


ALUMINUM STOREFRONT


COLOR: NAVAJO BEIGE

COLOR: TAN

TRIM

CEMENT BOARD SIDING COLOR: TIMBER BARK

TUBE STEEL TRELLISM

CERTAINTEED:

LANDMARK; BURT SIENNA


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



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45270

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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



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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



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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


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


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



W/ HIDDEN HINGES

SHELF CLIPS

2'-7"

1/4" MDF

WOOD SHIM (TYP)

BACK

1'-1"

1'-5"

COUNTER TOP &

BACK SPLASH

PLASTIC LAMINATE



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.


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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


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


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


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


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INTERIOR ELEVATION - SANCTUARY

SCALE: 1/8" = 1'-0"

2


SCALE: 1/8" = 1'-0"

3


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



(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


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







CEMENT BOARD SIDING STARTER STRIP

SILL SEALER

8" MINIMUM 6" CLEAR FROM BOTTOM OF

CEMENT BOARD SIDING TO GRADE



(SEE STRUCTURAL FOR


1/2" EXPANSION MATERIAL

BASE AS SCHEDULED

5/8" GYP BOARD



REINFORCED 10 MIL

POLY VAPOR BARRIER


2" RIGID FOUNDATION


CEMENT BOARD SIDING W/ 5"

EXPOSURE (TYPICAL)


8"

(10" @ SIM)

2





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


REINFORCED 10 MIL

POLY VAPOR BARRIER


2" RIGID FOUNDATION


2x WOOD BLOCKING


(SEE STRUCTURAL FOR


5/8" TREATED PLYWOOD

BASE AS SCHEDULED

5/8" GYP BOARD




2'-0"

VENTED, PREFINISHED METAL SOFFIT PANELS

PREFINISHED METAL "F" TRIM



EXPOSURE (TYPICAL)

4







R=49 BATT INSULATION

5/8" GYP BOARD

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)

1'-0"

HE

EL

INSULATION BAFFLE @

EACH TRUSS SPACE

12

8

2'-0"

VENTED, PREFINISHED METAL SOFFIT PANELS

PREFINISHED METAL "F" TRIM



EXPOSURE (TYPICAL)

4






(STAPLE IN PLACE)

5/8" GYP BOARD

12

8

2x6 SUBFASCIA



ICE & WATER SHIELD




PREENGINEERED WOOD




INSULATION BAFFLE @

EACH TRUSS SPACE

1'-0"

HE

EL

6"

2x WOOD BLOCKING

PREFINISHED METAL FLASHING OVER




EXPOSURE (TYPICAL)

4






(STAPLE IN PLACE)

5/8" GYP BOARD

12

8

2x6 SUBFASCIA


ICE & WATER SHIELD




PREENGINEERED WOOD


6"

6"




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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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



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 1/2" EIFS SYSTEM


2 1/2"

1/2

"

2 1

/2

"

1"

SEALANT


HEADER (SEE STRUCTURAL)

FILL ALL VOIDS W/ INSULATION

1 1/2" EIFS SYSTEM




SEALANT ENTIRE PERIMETER OF FRAME


SEAL OPENING

WINDOW AS SPECIFIED



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



SEAL OPENING

2x4 WOOD BUCK

SEALANT



EXPOSURE (TYPICAL)







5/8" GYP BOARD


4

WINDOW AS SPECIFIEDSTAINGLASS WHERE OCCURS

3/4"x1/2" WOOD STOPS EACH

SIDE OF STAINGLASS LOCATIONS

SEALANT ALL SIDES






EXPOSURE (TYPICAL)

4







SEAL OPENING

WINDOW AS SPECIFIED

2x4 WOOD BUCK



5/8" GYP BOARD

SEALANT


CORNER BEAD



SEALANT ALL SIDES

3/4"x1/2" WOOD STOPS

EACH SIDE OF

STAINGLASS LOCATIONS

STAINGLASS WHERE OCCURS

4





5/8" GYP BOARD

CORNER BEAD



SEALANT ALL SIDES

PLASTIC LAMINATE SILL (BELOW)






EXPOSURE (TYPICAL)





SEAL OPENING

WINDOW AS SPECIFIED

2x4 WOOD BUCK

SEALANT

CAST CONCRETE SILL (BELOW)

3/4"x1/2" WOOD STOPS

EACH SIDE OF

STAINGLASS LOCATIONS


CAST CONCRETE SILL



SEAL OPENING

WINDOW AS SPECIFIED

2x4 WOOD BUCK








5/8" GYP BOARD



1


STONE VENEER

3"

1/2

"

2 1

/2

"

1"

3/4"x1/2" WOOD STOPS EACH

SIDE OF STAINGLASS LOCATIONS

SEALANT ALL SIDES





5/8" GYP BOARD

CORNER BEAD



SEALANT ALL SIDES








SEAL OPENING

WINDOW AS SPECIFIED

2x4 WOOD BUCK


1

STONE VENEER

2





5/8" GYP BOARD

CORNER BEAD



SEALANT ALL SIDES


1 1/2" EIFS SYSTEM



SEAL OPENING

WINDOW AS SPECIFIED


2





EXTEND 5/8" GYP BOARD

INTO WINDOW OPENING


SEALANT ALL SIDES


1 1/2" EIFS SYSTEM



SEAL OPENING

WINDOW AS SPECIFIED




WINDOW AS SPECIFIED





5/8" GYP BOARD

SEALANT ALL SIDES

3

PREFINISHED METAL FLASHING W/ END

DAMS EXTENDING DOWN OVER SLOPED

EIFS SILL


WOOD BLOCKING/SHIM


1 1/2" EIFS SYSTEM




SEAL OPENING

WINDOW AS SPECIFIED





5/8" GYP BOARD

CORNER BEAD

SEALANT ALL SIDES

3

5/8" GYP BOARD RETURN

5/8" 'L' CASING BEAD


WOOD BLOCKING/SHIM


1 1/2" EIFS SYSTEM



SEAL OPENING



INTEGRAL DRIP IN EIFS SYSTEM

WINDOW AS SPECIFIED





5/8" GYP BOARD

CORNER BEAD

SEALANT ALL SIDES

3

WRAP EIFS FINISH AT ALL EXPOSED ENDS


WOOD BLOCKING/SHIM


1 1/2" EIFS SYSTEM


5/8" GYP BOARD RETURN

5/8" 'L' CASING BEAD


SEAL OPENING


PREFINISHED METAL FLASHING W/ END

DAMS EXTENDING DOWN OVER SLOPED

EIFS SILL






EXPOSURE (TYPICAL)4







SEAL OPENING

WINDOW AS SPECIFIED

2x4 WOOD BUCK



5/8" GYP BOARD

CORNER BEAD



SEALANT ALL SIDES

SEALANT


ARCHED TOP STAINGLASS WINDOW

ALUMINUM STOPS TO

MATCH STOREFRONT

4





5/8" GYP BOARD

CORNER BEAD



SEALANT ALL SIDES




EXPOSURE (TYPICAL)





SEAL OPENING

ALUMINUM STOREFRONT ENTRY SYSTEM

2x4 WOOD BUCK

SEALANT

4



5/8" GYP BOARD

CORNER BEAD



SEALANT ALL SIDES




SEAL OPENING


2x4 WOOD BUCK

SEALANT

B

LINE OF STONE VENEER (BELOW)


ALUMINUM THRESHOLD SET IN

WATERPROOF MASTIC (BELOW)

1



5/8" GYP BOARD

CORNER BEAD



SEALANT ALL SIDES

B




SEAL OPENING

2x4 WOOD BUCK

SEALANT

STONE VENEER SET IN MORTAR ON

METAL LATH

LINE OF CAST CONCRETE SILL (ABOVE)


ALUMINUM THRESHOLD SET IN

WATERPROOF MASTIC (BELOW)



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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"






EXPOSURE (TYPICAL)4







SEAL OPENING

2x4 WOOD BUCK



5/8" GYP BOARD

CORNER BEAD



SEALANT ALL SIDES

SEALANT


HOLLOW METAL FRAME

DOOR AS SCHEDULED

4





5/8" GYP BOARD

CORNER BEAD



SEALANT ALL SIDES




EXPOSURE (TYPICAL)





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


DOOR AS SCHEDULED

SEE PLAN FOR WALL TYPE



2 HR RATED WALL)

JAMB ANCHOR

DOUBLE STUDS

DOOR AS SCHEDULED

HOLLOW METAL FRAME




2 HR RATED WALL)

JAMB ANCHOR

DOUBLE STUDS

GLAZING AS SCHEDULED

HOLLOW METAL FRAME




2 HR RATED WALL)

HOLLOW METAL FRAME






2 HR RATED WALL)

HOLLOW METAL FRAME



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)


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



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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


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


LIGHT BRONZE

W4


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


WINDOW

TAN

W7


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


LIGHT BRONZE

F4


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


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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OH

L08/09/2016

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


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



CPT GYP P1VB - - 9'-0"GYP P1 GYP P1 GYP P1


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



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 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


1 RIM PANIC DEVICE W/LATCH RETRACTION AND

W/O EXTERIOR TRIM

1 CLOSER W/OH STOP


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.)


1 RIM PANIC DEVICE WITH KEY DOGGING

1 POWER DOOR OPERATOR W/PUSH PLATES AND

BOLLARD


1 THRESHOLD

1 HEAD DRIP

1 BOTTOM SWEEP

SET 9

INTERIOR RATED

3 BB BUTT HINGES


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.)


STEP FOOTINGTO MATCH EXISTING.

2'-0"x1'-0" FTG.W/ 2 #5 CONTTFE = 99-4


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





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



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

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2117

9

1FOOTING AND FOUNDATION PLANSCALE: 1/8" = 1'-0"

W

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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.

Dave.Berg

Image

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

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4S3.2

8S3.2

8S3.2

10S3.2

11S3.2

L1 L1 L1 L1 L1

L1

L1

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L1 L1 L1 L1

L1 L1L1

L2

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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)


GABLE ENDTRUSS



5 1/

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24"

LV

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8/12


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

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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.


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



TOF = 100-0

12" CIP FND. WALL

4" SLAB W/#3 AT 16"O.C. E.W.


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.



FFE = 101-2

TOF = 100-0

8" CIP FND. WALL

4" SLAB W/#3 AT 16"O.C. E.W.


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.



FFE = 101-2

6"

2" CLR

SEE PLAN1/2" EXPANSION JOINTSLAB ON GRADE SEE PLAN

RIGID INSULATIONSEE ARCH SEE PLAN


#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.


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.



FFE = 101-2

FFE = 100-0

TFE = SEE PLAN

SEE PLANFOR SIZE

4" SLAB W/ #3 AT 16"O.C., E.W.


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.


(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.



7CIP STOOPSCALE: 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.

Dave.Berg

Image

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

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T

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1 1/

2"2'

-5"

4'-1

0 1/

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℄

℄

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


2x6's @ 16" O.C.

CONT 2x6


8

12


2'-0"


2x6's @ 16" O.C.

CONT 2x6



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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NT

A. R

OH

R08

/09/

2016

2117

9

1NOT USED

2NOT USED

3NOT USEDSCALE: N.T.S.

4EXTERIOR WALL FRAMING ELEVATIONSCALE: 1/4" = 1'-0"


8ROOF EDGE DETAILSCALE: N.T.S.



7NOT USEDSCALE: 1/4" = 1'-0"


11NOT USED

Dave.Berg

Image

lutheran church 2016 addition / remodel set.pdf · mechanical 100 110 10 a1 a1 1 details 1 a1...

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