JD-001.pdf
PDF 690 KB Posted
- Attached to
- Renovate Suite H8, Building 3
- Solicitation number
- FA875126Q0013
About this file
This is an architectural/engineering drawing document for the Rome Research Site, prepared by Klepper, Hahn & Hyatt, a New York State licensed professional engineering firm (Certificate No. 021270, expiration 12/31/26). The drawing sheet illustrates typical construction details for the facility, including standard wood pallet configurations, wood-to-steel connections, structural opening details, and framing assemblies. The document displays multiple technical diagrams with labeled components, material specifications, and construction methodologies for what appears to be a military or federal research installation. The sheet includes various detail callouts showing cross-sections of building connections, material notes regarding wood and steel construction standards, and typical assembly procedures. This appears to be a design documentation package rather than a solicitation document, serving as technical reference material for construction or renovation work at the Rome Research Site facility.
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Text version
BEAM:BEAM:
SEE PLANSEE PLAN
JOIST:JOIST:
SEE PLANSEE PLAN
SIMPSON SIMPSON
LUS LUS
HANGERHANGER
TYP. JOIST TO BEAM DETAIL
SIMPSON WSNTL SIMPSON WSNTL
SERIES SCREWSERIES SCREW
2-PLY 3-PLY
FASTENERS @12" O.C.FASTENERS @12" O.C.
TYP. MULTI-PLY FASTENING DETAIL
SIMPSON BA SIMPSON BA
HANGERHANGER
JOIST: SEE PLANJOIST: SEE PLAN
BEAM: SEE BEAM: SEE
PLANPLAN
PROVIDE BLOCKING WHEN PROVIDE BLOCKING WHEN
STEEL BEAM IS DEEPER THAN STEEL BEAM IS DEEPER THAN
WOOD JOISTWOOD JOIST
POWER ACTUATED POWER ACTUATED
FASTENERS @ 12" FASTENERS @ 12"
O.C.O.C.
2x_ PLATE NOTE 2x_ PLATE NOTE
WIDER THAN BEAM WIDER THAN BEAM
FLANGEFLANGE
TYP. WOOD TO STEEL BEARING DETAIL
SIMPSON TB SIMPSON TB
SCREWSSCREWS
BEAM: SEE BEAM: SEE
PLANPLAN
2x_ PLATE NOT 2x_ PLATE NOT
WIDER THAN BEAM WIDER THAN BEAM
FLANGEFLANGE
COLUMN/BEAM: SEE PLANCOLUMN/BEAM: SEE PLAN
SIMPSON TB SIMPSON TB
SCREWSSCREWS
2x_ PLATE NOT WIDER 2x_ PLATE NOT WIDER
THAN TUBE FACETHAN TUBE FACE
TYPICAL WOOD TO STEEL FASTENING DETAILS
3" 3"
MIN.MIN.
4" 4"
MIN.MIN.
1 1/2
" MIN
1 1/2
" MIN
1 1/ 2"
MI
N.
1 1/ 2"
MI
N.
1 1/ 2"
MI
N.
1 1/ 2"
MI
N.
4"
4"
M
IN
M
IN
OPENINGOPENINGOPENINGOPENING
CASE 1 CASE 2
2x8 MIN. HEADER2x8 MIN. HEADER
OR MATCH EXIST.OR MATCH EXIST.
JOISTSJOISTS
JOISTS ORJOISTS OR
RAFTERSRAFTERS
JOIST HANGER, TYP.JOIST HANGER, TYP.
16 GA. TIES W/ 16 GA. TIES W/
(8) 16d NAILS (8) 16d NAILS
MIN. PER MIN. PER
CONN.CONN.
ADD'L L TRIMMERADD'L L TRIMMER
TO DOUBLE EXIST.TO DOUBLE EXIST.
JOIST (SIZE TO JOIST (SIZE TO
MATCH EXIST.)MATCH EXIST.)
ADD'L L TRIMMERADD'L L TRIMMER
TO DOUBLE EXIST.TO DOUBLE EXIST.
JOIST (SIZE TO JOIST (SIZE TO
MATCH EXIST.)MATCH EXIST.)
JOISTS ORJOISTS OR
RAFTERSRAFTERS
DOUBLE DOUBLE
HEADERS(SIZE TO HEADERS(SIZE TO
MATCH EXIST. MATCH EXIST.
JOISTS)JOISTS)
4'-4'-0" < OPNEING <6'-0"0" < OPNEING <6'-0"< 4'-< 4'-0" OPENING0" OPENING
JD-001
113000
MAY 04, 2026LRC
GJC
TYPICAL WOOD DETAILS
RENOVATE H8
LABORATORY, B3
JAD
3/4" = 1'- 3/4" = 1'-0"0"JD-001
1 TYPICAL WOOD PALLETTE
3/4" = 1'- 3/4" = 1'-0"0"JD-001
2 TYPICAL OPENING DETAIL
NOTE:NOTE:
REMOVE EXISTING X-BRACING WHERE NEW JOISTS WILL BE INSTALLED.REMOVE EXISTING X-BRACING WHERE NEW JOISTS WILL BE INSTALLED.
AFTER NEW JOISTS ARE INSTALLED, REINSTALL X-BRACING OR BLOCKING AT THE ORIGINAL X-BRACE LOCATIONS.AFTER NEW JOISTS ARE INSTALLED, REINSTALL X-BRACING OR BLOCKING AT THE ORIGINAL X-BRACE LOCATIONS.
N EF WO YE OT RAT KS
L
I RC EE EN NS I
E GD N EP R LO AF NE OISS
N 5o 7. 0 36 4
D. ’AA LOSE ISM IOAJ
Klepper, Hahn & Hyatt - NYSED Professional Engineering Services Certificate No. 021270 EXPIRATION 12/31/26
EXPIRATION DATE 11/30/28
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