5. GRLK_BLDG_P641_1998_BACHELOR ENLISTED QUARTERS BLDG P641 & P641A S_99999.pdf
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- Solicitation number
- N4008526R0090
About this file
This is an architectural record drawing sheet for a naval construction project. The document contains eight detailed construction specifications (labeled 1-8) illustrating typical connection details for precast concrete planks used in building structural assemblies. The drawing set shows standard details for shallow steel beam support connections, deep steel beam support connections, wall-mounted precast plank connections at key walls and cores, and precast plank intersections with varying orientations. Each detail specifies materials including gypsum topping (omitted at roof), 1/8" to 1/4" Korolath reinforcement, grout, grout dams, bent reinforcing bars (#3, #4, #5), and bearing specifications of 3" to 7 5/8". The specifications indicate design requirements for 6-kilogram horizontal loads at 48-inch spacing and note coordination responsibilities between the precast fabricator and erector.
The document is identified as a NAVFAC drawing (Naval Facilities Engineering Command) associated with Construction Contract N62467-96-C-0757, Specification Number 06, Code I.D. B0007, with a drawing size of D and sheet reference to 94.9. The drawing was generated on July 17, 1998, and includes a professional engineer's stamp. Notes throughout reference coordination with architectural plans and specify omissions at roof lines and interior walls. The technical specifications establish the framework for structural connections and material placement critical to the precast plank assembly and installation process.
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Text version
DA
P qa]
GYPSUM TOPPING
OMIT AT ROOF
FILL WITH GROUT
DESIGN CONNECTION
FOR 6k HORIZ LOAD48" 0.C. ITYP} gi
1/8" x 3" KOROLATH
WwW x
3/164 72" TYP
TYPICAL DETAIL AT SHALLOW STEEL
BEAM OF.PRECAST SUPPORT
49 BENT BAR @ 4-0"
OC.
q-4h
GROUT SOLIDJ pn TOPPING
Ta = 1-0"
[0
'GROUT OAM
Ze
LAP VARIES PRECAST
7 5/8"
FABRICATOR TO COORDINATE
TYPICAL DETAIL AT PRECAST.
PLANK SIDE EXTERIOR OR
8 SHAFT CONDITION AT KEY WAY ©
11/2"
DA
P
CL
FILL WITH GROUT
DESIGN CONNECTION
FOR 6k HORIZ LOAD48" OC. [TYP
GYPSUM TOPPING
1/8" x 3" KOROLATH iH) ih eal one '(TYP
ANGLE 4" x 4!
CONT.
TYPICAL DETAIL AT DEEP STEEL
"3\ BEAM OF PRECAST SUPPORT
TYP 1
1/2" = f-O"
\ A OMIT AT ROOF [UON)
Vi -��� FILL WITH GROUT
GYPSUM TOPPING[ou AT ROOF
<u
1/4" X 3" KOROLATH
CONT. BOND BEAM
BY OTHERS
TYP
7 GROUT DAM
VA
RI
ES
PRECAST FABRICATORA_TO COORDINATE
ZL,
7 5/8"
TYPICAL DETAIL AT PRECAST
PLANK INTERSECTION WITH
DIFFERING ORIENTATIONS
11/2" = 1-0"
GROUTED IN EA KEYWAY�
BRICK
{ OMIT AT INTERIOR WALL
GYPSUM TOPPING
OMIT AT ROOF
gi
PN 1/4 X 3" KOROLATH
lo'Loy Cfpm SEE PLAN
LI
7, *® REFER TO ARCH
TYPICAL DETAIL AT WALL
FOR PRECAST PLANK AT KEY WALL
TYP 11/2" = 1-0"
#3 BENT BAR
1-6" GROUTEO IN KEYWAY
GYPSUM TOPPING
OMIT AT ROOF
IK
g!
Pp V4" X 3" KOROLATH
2- #5
3" BRG.
BY OTHERS
7 5/8"
TYPICAL DETAIL. AT PRECAST
PLANK INTERSECTION AT INTERIOR(6\ INTERIOR WALL AT KEY WAY
TYP Tyas tor ff
GROUT
CONT. REBAR
BRICK
{ OMIT AT INTERIOR WALL }
Q
Q #4 BENT BAR
BY ERECTOR
GYPSUM TOPPING
OMIT AT ROOF
GROUT iN EA KEYWAY gl
DAM
Of. 4 X 9 KOROLATH
SEE PLAN
BRG.ey
TYPICAL DETAIL AT WALL
_ FOR PRECAST PLANK. AT CORE
* REFER TO ARCH
1/2") 1/2"
= 10!
FILL WITH GROUT
LS / #3 BENT BAR
GROUTED IN KEYWAY
iL
GYPSUM TOPPING
Vf OMIT AT ROOF
CONT. BOND BEAM BRG. 3"
gi t
WHSSo DAM.
1/4" X 3" KOROLATH
3" BRG.
BY OTHERS
7 5/8"
TYPICAL DETAIL AT PRECAST PLANK
INTERSECTION AT INTERIOR WALL AT CORES
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RECORD DRAWING DATE
CODE 1.D. NO. B00oT]
DRAWING SIZE: D
SPEC.NO. 06�
CONSTRN. CONTR. NO.
N62467-�96-�C-0757
NAVFAC DRAWING NO.
SHEET OF
94.9 Nhs400.dwg 9:52: 24 Jul 17 1998
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