36C78618R0383-0001001.pdf

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JOINT BASE ELMENDORF-RICHARDSON

58-512 DAVIS HWY

ANCHORAGE, AK.

SHEET INDEX

1 TITLE SHEET

2 FLOOR PLAN, ELECTRICAL PLAN

3 NOTES

GENERAL NOTES

1. ALL CONSTRUCTION WORKMANSHIP AND MATERIALS SHALL CONFORM

TO THE INTERNATIONAL BUILDING CODE ALONG WITH OTHER

APPLICABLE LOCAL & STATE LAWS

2. ALL ELECTRICAL, FIRE PROTECTION, MECHANICAL,PLUMBING, AND

STRUCTURAL WORK SHALL BE DESIGNED AND CONSTRUCTED IN

ACCORDANCE WITH EACH FIELDS APPLICABLE CODES AND

STANDARDS.

3. CONSTRUCTION DRAWING NOTES AND DETAILS TAKE PRECEDENCE

OVER GENERAL NOTES AND TYPICAL DETAILS. ALL DIMENSIONS TAKE

PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND

DETAILS.

4. CONTRACTORS SHALL VERIFY LOCATION AND ACCEPTABILITY OF OF

EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. ANY TAKE

PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND

DISCREPANCY SHALL BE REPORTED TO ARCHITECT IMMEDIATELY IN

WRITING PRIOR TO COMMENCING WORK.

5. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS SHOWN ON THESE DRAWINGS. ANY DISCREPANCY SHALL

BE REPORTED TO THE ARCHITECT IMMEDIATELY IN WRITING PRIOR TO

COMMENCING WORK.

6. THE PROJECT SITE SHALL BE MAINTAINED IN A REASONABLY NEAT

AND ORDERLY CONDITION AND KEPT FREE OF FROM RUBBISH AND

ACCUMULATIONS OF WASTE. 7. ALL DIMENSIONS ARE TO THE FACE

OF THE STUD, UNLESS OTHERWISE NOTED.

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REMODEL EXISTING ADMINSTRATION BUILDING. ADD NEW IT CLOSET AND

OFFICE IN THE GARAGE AREA. RELOCATE (E) LIGHTS AND INSTALL NEW

LIGHTS IN OFFICE, HALLWAY AND IT CLOSET. PROVIDE BASEBORAD HEATER

IN OFFICE. RELOCATE ALL (E) IT EQUIPMENT IN NEW IT CLOSET. PROVIDE

NEW FLOOR COVERINGS IN ALL NEW SPACES

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z erav,;ng TIiie Project Tdle Project Nlllm

! CONSULT ANTS: ARCHITECT /ENGINEERS:

FLOOR PLAN FORT RICHAFDSON NATlONAI.. CEMETERY 910-MR-FY17-<Xl6 l BLDG. 58-512, DAVIS HIGiWAY Buking Number _'.".?.-

FORT R1CHAFOSON, AK 99505

910-MR-FY17-006 z

- 1�-

Office of

Construction and Facilities

Management � FT. RCHARDSON NATlONAI.. CBETBlY

1 l o.e lla..t.d�awn """ 5-10-2017 KR Dwg. of

I � Revieiona: Date

� Dcpc11·t111011t o_f� Vetera11s Affairs

VA FORM 08-6231

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ELECTRICAL SYMBOLS

© JUNCTION BOX

=O DEDICATED OUTLET

=@ DUPLEX OUTLET

=@Gfl DUPLEX OUTLET w/ GROUND FAULT INTERUPTER

=@� DUPLEX OUTLET WATERPROOF

=e SWITCHABLE DUPLEX

=®220 220 OUTLET

::jp FOUR-PLEX OUTLET ---b'l SINGLE POLE SWITCH

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1 v TELCOM f 1 ,TYP.

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V CLOSET \2.,,, I

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2X4 STUDS W/

(E) ROOF STRUCTURRE

AND INSULATION TO

REMAIN

5/8" GYP. BO, CEILING

INSTALL NEW 2X4 BLK'G @ 24' O.C

---b'l 3 3-WAY SWITCH ---b'l 4 4-WAY SWITCH

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MAIN OFFICE 'f "" _.

o ,I "---12'VINYL TILE S:

R-19 INSUL. ID W/ 2-16d NAILS EACH END.

◊ INCANDESCENT LIGHT - CEILING MOUNT

Kj- SCONCE f¢- INCANDESCENT LIGHT - WALL MOUNT f◊, FLUORESCENT LIGHT - WALL MOUNT

□ INCANDESCENT LIGHT - RECESSED CAN

©f FLUORESCENT LIGHT - RECESSED CAN

-<;} FLUORESCENT LIGHT - CEILING MOUNT

----. FLUORESCENT LIGHT - CEILING MOUNT

<>cf EXTERIOR FLOOD LIGHT

� MOTION DETECTOR LIGHT

� FAN

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CE)MAINOFFICE ====7Jjl�jJJ}!ffEE�•o � 1'-6" ·,. ELECTRIC BASEBOARD HEATER ·· :I llr-- � -'Ill' a+"'-H-9-++,/++++-t-t-1-r 1:,/ , ALL NEW DOORS WILL BE 3070 SOLID

4' -6" CORE DOORS WITH HOLLOW METAL " ." FRAMES

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□ 12v. DC TRANSFORMER 8so SMOKE DETECTOR --<l TELEPHONE I=� �-----------_-_.__r--_ -_ -_ -�----· ,_ � --f

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--e CABLE TV =sp

CAT-5 CABLE

SUB PANEL

ELECTRICAL PANEL

THERMOSTAT

FLOOR PLAN

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GAS OUTLET

HOSE BIB

GAS KEY

DOORBELL PUSH BUTTON HARD WIRED

CHIMES TO PUSH-BUTTON HARD WIRED

HEAT REGISTER

GAS METER

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Vv G x4' PLYWD. BACKBOARD

TH TWO COATS SEMI-GLOSS

RAY PAINT AT LOCATION INDICATED

N FLOOR PLAN.

NEW QUADPLEX RECEPTACLE

INSTALLED AT LOWER RIGHT

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TELCOM BOARD

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ELECTRICAL PLAN

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LOCATER • KiOSK .. �.

CE) TOILET ROOM

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REMOVE PLWD. BEHIND JUNCTION BOX AND RE-ATTATCH

JUCNTION BOX TO SIDE OF BUILDING

NEW 4'X4 FT TELEPHONE BOARD WITH A QUADPLEX

ELECTRICAL OUTLET AS PER DETAIL 2/2

REMOVE EXISTING EXPOSED CONUIT TO ADDED

AC OUTLET

I RELOCATE ALL IT EQUIPMENT IN NEW IT CLOSET I

<■ - IT RACK CN) OFFICE

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: � REMOVE EXSITl�d

H I

LIGHTS )I

r� 11 E :AGE

11 (N) I dLECTRIC BASEBOAR[l IHEATER

RELOCATED (E) LIGHT

Drawirg TIiie Project TIiie

00 I 0N

CONSULTANTS= ARCHITECT /ENGINEERS=

FLOOR PLAN FOAT RICHARDSON NA110NAL CBETBif

11.DG. 58-512, DAVIS HGIWAY

FOAT RICHARDSON, AK 99505

l<X.: JI( 5/8" GYP. BD EA. SIDE

�---2X6 PTDF BOTTOM

PLATE W/ POWDER ACTUATE

AT 16" O.C.

(E) CONCRETE SLAB

FRAMING DETAIL CD

LEGEND

REMOVE/RELOCATED 10"X48"

FLUORESCENT LIGHT FIXTURE

3" DEEP PARABOLICV, PRE-ANODIZED

ALUMINUM LOUVERS

(W/ 16 CELLS), MITERED CORNERS, SPRING

LOADED CAM LATCHES, FLOATING DOOR.

ELECTRONIC BALLASTS AND ENERGY

SAVING LAMPS.

Project Nu!m

910-MR-FY17--006

Buldrg Number

910-�FY17-006

Approved= Project Di'ector llocation I IDra� Number

FT. FIICHARDSON NAllONAL CEMETE�

Office of

Construction and Facilities Management

I __ _.__

Revieiona: Date

""" Dcp;irl111c11t of

� Veterans Affoirs

VA FORM 08-6231

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VA FORM 08-6231

TABLE 23-II-B-1 NAILING SCHEDULE

CONNECTION

1. JOIST TO SILL OR GIRDER, TOENAIL

2. BRIDGING TO JOIST, TOENAIL EACH END

3. 1"x6" (25mm x152mm) SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL

4. WIDER THAN 1"x6" (25mmx152mm) SUBFLOOR TO EACH JOIST, FACE NAIL

5. 2" (51mm) SUBFLOOR TO JOIST OR TO GIRDER, BLIND AND FACE NAIL

6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL

SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS

7. TOP PLATE TO STUD, END NAIL

8. STUD TO SOLE PLATE

9. DOUBLE STUDS, FACE NAIL

10. DOUBLE TOP PLATE, TYPICAL FACE NAIL

DOUBLE TOP PLATES, LAP SPLICE

11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL

12. RIM JOIST TO TOP PLATE, TOENAIL

13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL

14. CCONTINOUS HEADER, TWO PIECES

15. CEILING JOIST TO PLATE. TOENAIL

16. CONTINOUS HEADER TO STUD, TOENAIL

17. CEILING JOISTS, LAP TO PARTITIONS, FACE NAIL

18. CEILING JOISTS TO PARELLEL RAFTERS, FACE NAIL

19. RAFTER TO PLATE, TOENAIL

20. 1" (25mm) BRACE TO EACH STUD AND PLATE , FACE NAIL

21. 1"x8" (25mmx203mm) SHEATHING TO EACH BEARING, FACE NAIL

22. WIDER THAN 1"x8" (25mmx203mm) SHEATING TO EACH BEARING, FACE NAIL

23. BUILT-UP CORNER STUDS

24. BUILT-UP GIRDER AND BEAMS

25. 2"(51 mm) PLANKS

26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD:

SUBFLOOR, ROOF AND WALL SHEATING (TO FRAMING): (1 INCH=25.4mm)

1 /2" AND LESS

19/32"-3/4" 7 /8"-1" 1-1/8"-1-1/4"

COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMING):

3/4" AND LESS

7/8"-1'' 1-1 /8" -1-1 /4"

27. PANEL SIDING(TO FRAMING):

1/2" (13mm) OR LESS 5/8" (16mm

28. FIBERBOARD SHEATING:

1 /2"(13mm)

25/32" (20mm)

29. INTERIOR PANELING

1/4"(6.4mm) 3/8" (9.5mm)

( 1 INCH.=25.4mm)

COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED .

NAILING

3-8d 2-8d 2-8d 3-8d 2-16d 16d @ 16"(406mm) O.C.

3-16d PER 16" ( 406mm) 2-16d 4-8d, TOENAIL OR 2-16d, END NAIL 16d @ 16" (610mm) O.C.

16d @ 16" (406mm) O.C.

8-16d 3-8d 8d @ 6" (152mm) O.C.

2-16d 16d @ 16" (406mm) O.C. ALONG EACH EDGE 3-8d 4-8d 3-16d 3-16d 3-8d 2-8d 2-8d 3-8d 16d @ 24" (610mm) O.C.

20d @32" (813mm) 0.C. AT TOP AND BOTTOM AND STAGGERED 2-20d

AT ENDS AND AT EACH SPLICE

2-16d @ EA. BEARING

6d 3

8d ctR 6d 5

8d 3

10d i:JR 8d 5

6d 5

8d 5 10d i:JR 8d

6d 6

8d 6

NO. 11 ga.

6d 4

N0.16 ga.

NO. 11 ga.

8d 4

NO. 16 ga

4d 10

6d 11

2 NAILS SPACED AT 6 INCHES(152mm) ON CENTER AT EDGES, 12 INCHES (305mm) AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES (152mm) AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES (1219) OR MORE. FOR NAILING OF WOOD STRUCTUREL PANEL AND PARTICLEBOARD DIAPHRAMS AND SHEAR WALLS, REFER TO SECTION 2314.3. NAILS FOR WALL SHEATING MAY BE COMMON, BOX

OR CASING

3 COMMOMN OR DEFORMED CHANK

4 COMMON

5 DEFORMED SHANK

6 CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIRMENTS OF SECTION 2325.1.

7 FASTENERS SPACED 3 INCHES(76mm) ON CENTER AT EXTERIOR EDGES AND 6 INCHES(152mm) ON CENTER AT INTERMEDIATE SUP

PORTS.

8 CORROSIONS-RESISTANT ROOFING NAILS WITH 7 /16-INCH-DIAMETER(11mm) HEAD AND 1-1/2-INCHES(38mm) LENGHT FOR 1/2-INCH

(13mm) SHEATING AND 1-3/4(44mm LENGTH FOR 25/32-INCH (20mm) SHEATING CONFORMING TO THE REQUIREMENTS OF SECTION 2325.1.

9 CORROSION-RESISTANT STAPLES WITH NOMINAL 7 /16- INCH (11MM) CROWN AND 1 1/8-INCH (29 MM) LENGTH FOR 1/2-INCH (13 MM) SHEAHING

AND 1 1/2 INCH (38MM) LENGTH FOR 25/32-INCH (20 MM) SHEATHING CNFORMING TO THE REQUIREMENTS OF SECTION 2325.1 PANEL SUPPORTS AT 10PANEL SUPPORTS AT 16INCHES (406 MM) {20 INCHES (508 MM) IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS

OTHERWISE MARKED!. CASING OR FINISH NAILS SPACED 6 INCHES (152 MM) ON PANEL EDGES, 12 INCHES (305 MM) AT INTERMEDIATE SUPPORTS.

11 PANEL SUPPORTS AT 24 INCHES (610 MM). CASING OR FINISH NAILS APACED 6 INCHES (152 MM) ON PANEL EDGES, 12 INCHES (305 MM)

AT INTERMEDIATE SUPPORTS.

CONSULTANTS= ARCHITECT /ENGINEERS=

Date

3 4

GENERAL

1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESo

OTHERWISE.

a. ALL WORK SHALL CONFORM TO INTIERNATONAL BUILDING CODE, FEDERAL, , AND LOCAL CODE REQUIREMENTS, LAWS AND ORDINANCES AND NFPA 101.

2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL

DRAWINGS.

3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE

DITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TC

DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT

REVIEW BY THE ENGINEER.

4. ALL SUSPENDED EQUIPMENT SHALL BE PROVIDED WITH APPROVED LATERAL OR

BRACING.

5. STRUCTURAL MEMBERS ARE DESINGED TO SUPPORT DEAD LOADS AND OPERATI

LIVE LOADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY SHORI

BRACING WHERE THE CONSTRUCTION LOAD WILL EXCEED THE DESIGN LIVE LOA[

6. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS, At

1997 UNIFORM BUILDING CODE OR LOCAL CODE WHICHEVER IS MORE RESTRICT!'

7. THE CONTRCTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF AL

TRADES AND SHALL CHECK ALL DIMENSIONS. FIELD MEASUREMENTS SUPERSEDE

PLAN DIMENSIONS.

8. THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHE

SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRA(

SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONS

FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND PROCEDURES.

9. ALL ERECTION PROCEDURES SHALL CONFORM THE OSHA STANDARDS. DEVIATim

BE APPROVED BY OSHA PRIOR TO ERECTION.

10. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GEN

NOTES.

11. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBE

OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USED, PROVIDED P

APPROVAL IS OBTAINED FROM THE ENGINEER, AND THE APPLICABLE GOVERNINC

AUTHORITY.

12. HARDWARE SPECIFIED IS BY SIMPSON. VERIFY HARDWARE FOR COMPATABILITY I

THE STRUCTURAL MEMBERS SHOWN ON DRAWINGS. HARDWARE TO BE INSTALLEI

MANUFACTURER'S INSTRUCTIONS.

Drawirg Tille Project Tille

WOOD FRAME

1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADE

CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, NO. 1

UNLESS NOTED OTHERWISE:

RAFTERS .................................................... DF. .. No. 2 HEADERS .................................................... Df..N.a. 1

BEAMS AND STRINGERS ....................................... DF N0.1

POST AND TIMBERS ............................................. DF N0.1

STUDS, BLOCKING AND STRIPPING ...................... STUD GRADE OR BETTER

PLYWOOD FLOOR ............................................ 3 A- APA RATED STRUCTURE 1 I"

32/16, EXPOSURE 1

PLYWOOD ROOF ............................................ 1/2� APA RA TED STRUCTURE 1

48/24, EXPOSURE 2

PLYWOOD SHEAR WALL .................................. 1./2" APA RATED STRUCTURE 1

48/24, EXPOSURE 2

GLULAM - SIMPLE SPAN ..................................... DF /OF, 24-V4 I A

GLULAM-CANTILEVER OR MULTIPLE SPANS ........ DF /DE,24-V8

ALL GLULAM SHALL BE INDUSTRIAL APPEARANCE EXTERIOR ADHESIVE, EXTERII

SEALER.

2. PLYWOOD FOR ROOF SHEATHING SHALL BE COX, UNLESS NOTED OTHERWISE. I

EXTERIOR TYPE, MINIMUM C-C GRADE, WHERE PLYWOOD IS EXPOSED TO WEA"

PLYWOOD FOR FLOOR SHEATHING SHALL BE COX, UNLESS NOTED OTHERWISE.

PLYWOOD SHALL BE GLUED WITH EXTERIOR TYPE GLUE. ALL PLYWOOD SHALL

CONFORMTO U.S. PRODUCT STANDARD 1-95.

3. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR

BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIATION.

4. PLYWOOD FACE GRAIN TO BE LAID PARALLEL TO JOIST AND RAFTERS. JOINTS

BE STAGGERED 4" MINIMUM PLYWOOD DIMENSION TO BE 16" IN ANY OIRECTIO

UNLESS SHOWN OTHERWISE ON PLANS, ROOF PLYWOOD SHALL BE NAILED WIT

8d AT 6" O.C. ALL PLYWOOD PANEL EDGES AND 12" O.C. ALL INTERMIDIATE SUPPORTS AND FLOOR PLYWOOD SHALL BE NAILED WITH 10d AT 6"0.C. ALL

WOOD PANEL EDGES AND AT 12" ALL INTERMMEDIATE SUPPORTS.

5. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREA Tl

DOUGLAS FIR.

6. BEAMS TO BE PLACED WITH CROWN OR MAJOR KNOT UP.

7. WHEREVER THE WOOD TENDS TO SPLIT, HOLES SHALL BE PREDRILLED. SPLIT

BERS SHALL BE REJECTED.

8. PLACE MINIMUM DOUBLE STUD AT BEAM BEARING POINTS. I B

9. PROVIDE SIMPSON PB POST BASE AND PC POST CAP AT ALL POSTS AND CC

UNLESS OTHERWISE SHOWN ON PLANS.

10. PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO JOISTS.

PROVIDE SOLID FULL DEPTH BLOCKING UNDER PARTITIONS WHICH ARE PERPE�

TO JOISTS.

11. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPOI

BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAF

12. CROSS BRIDGING SHALL BE PROVIDED AT 8'-0" 0/C MAXIMUM FOR ALL J0Is·

AND RAFTERS (MORE THAN 8" DEEP).

13. MULTIPLE JOISTS SHALL BE FASTENED TOGETHER WITH 1/2" DIAMETER BOLTS

24" APART STAGGERED BETWEEN UPPER AND LOWER QUARTER POINT OF JOI'.

DEPTH. FLOOR AND ROOF TRUSSES SHALL BE FASTENED IN ACCORDANCE WIT

MANUFACTURER'S RECOMMENDATIONS.

14. BOLT HOLES IN WOOD SHALL BE 1 /32" TO 1 /16" LARGER THAN THE NORMAL

BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HE,

AND NUT UNLESS NOTED OTHERWISE.

15. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHIN

PLASTER, ETC.

16. TOP PLA TIE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STL, I C

SPLICES TO LAP 4'-0" MINIMUM AND BE NAILED WITH 12-16d MINIMUM EACH

SIDE OF JOINT. PROVIDE METAL STRAPS AT ALL EXTERIOR CORNERS IN TOP

PLATES AND AT ENDS OF BAY WINDOW HEADER WHERE TOP PLATES ARE DIS

CONTI NU OS.

17. SHEET ROCK WHERE DESIGNATED AS SHEAR WALL, TO BE NAILED AT ALL FRI

MEMBERS USING COOLER NAILS.

18. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEIL

AND ROOF. FIRE STOPS SHALL BE 2X NOMINAL THICKNESS OF WOOD AND SH

THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRE STOPS AT A MINIMU�

SPACING OF 8'-0" IN THE VERTICAL DIRECTION. PROVIDE 2X FIRE STOPS 1N

FURRED SPACES, VERTICAL, AND HORIZONTAL, AND ATA MAXIMUM SPACING C

IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT S

WALLS.

19. STRUTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFIC.

DETAILED.

20. WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25% OF WIDTH MAXIMUM, EX

INTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED TO 40% OF WIDTH MA

21. STUDS MAY BE BORED TO 40% OF MAXIMUM EXCEPT INTERIOR NONBEARING o

AND DOUBLED BEARING STUDS (PROVIDED NO MORE THAN TWO SUCCESSIVE

DOUBLED STUDS ARE BORED) WHICH MAY BE BOLTED TO 60% OF WIDTH MAX

22. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO

EDGE OF A STUD.

23. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF A STUD N

I DCUT OR NOTCH.

24. HEADERS SHALL BE 4X12 OF N0.1 FOR 2X4 STUD WALL AND 6X12 OF N0.1 F

2x6 STUD WALL UNLESS NOTED OTHERWISE ON PLANS.

25. NAIL SHALL BE COMMON UNLESS SHOWN OTHERWISE ON PLANS. NAILING SHA

CONFORM TO TABLE NO. 23-11-8-1 NAILING SCHEDULE, 1997 EDITION OF UNI

BUILDING CODE UNLESS A GREATER NUMBER OF NAILS IS CALLED ON PLANS.

26. MANUFACTURED ROOF TRUSSES ARE TO BE SPACED AT 24" O.C. MAXIMUMN

UNI FSS NOTFD OTHFRWISF ON THF Pl AN.

FLOOR PLAN FOAT RICHARDSON NA110NAL CBETBif

11..DG. 58-512, DAVIS HGIWAY

Project Nu!m

910-MR-FY17--006

Buldrg Number

Office of

Construction and Facilities Management Approved= Project Di"ector

FOAT RICHARDSON, AK 99505 910-�FY17-006

I Location

I [Drawirg Number

FT. FIICHARDSON NAllONAL CEMETE�

3 1Da:&2W I !Checked I l�a; I � � ""-. Dcp;irlrnc11t of � Veterans Affoirs