8204_a3v8.pdf
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- Attached to
- Construct Cabin at LORA
- Solicitation number
- W911S7-19-B-0002
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8204_a3v8
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Other files
| File | Type | Posted |
|---|---|---|
| Bid_Abstract,_W911S7-19-B-0002,_LORA_Cabin.pdf | ||
| 8204_a2v8_REV1.pdf | ||
| 8204_a3v8_REV1.pdf | ||
| W911S7-19-B-0002-0001.pdf | ||
| 8204_P2v8_REV1.pdf | ||
| 8204_c1v8_REV1.pdf | ||
| 8204_P1v8_REV1.pdf | ||
| Attachment_17,_Responses_to_Question_and_Answer,_W911S7-19-B-0002.pdf | ||
| 8204_FP1v8_REV1.pdf | ||
| Attachment_1_Statement_of_Work_Rev._1.pdf | ||
| 8204_s2v8_REV1.pdf | ||
| 8204_a1v8_REV1.pdf | ||
| Sign_-_In_Sheet.pdf | ||
| 8204_P1v8.pdf | ||
| 8204_c1v8.pdf | ||
| 8204_s1v8.pdf | ||
| 8204_e4v8.pdf | ||
| 8204_e3v8.pdf | ||
| 8204_e1v8.pdf | ||
| Attachment_2_Camden_County_Wage_Determination.pdf | ||
| 8204_P2v8.pdf | ||
| 8204_s2v8.pdf | ||
| 8204_M1v8.pdf | ||
| 8204_FP1v8.pdf | ||
| Attachment_1_Statement_of_Work.pdf | ||
| 8204_a2v8.pdf | ||
| W911S7-19-B-0002_LORA_Cabin.pdf | ||
| 8204_a1v8.pdf | ||
| 8204_e2v8.pdf |
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Text version
ANCHOR BOLTS AT 4'0" O.C.
PROVIDE 3/4" X 10"
WITH SCREEN AND FLASHING
ALUMINUM GUTTER
COVERED WITH METAL
1 X 8 FASCIA
1" MIN.
ON 2 X 4 FRAMING
2" CONTINUOUS VENTED SOFFIT
MIN. 1" FROM UNDERSIDE OF DECK
HOLD BACK INSULATION FOR VENTILATION
WITH R-11 BATT INSULATION
2 X 4 STUDS @ 16" O.C.
SPLASH BLOCK
TO PRECAST CONCRETE
ALUMINUM DOWNSPOUT
ON 6 MIL POLY VAPOR BARRIER
CRAWL SPACE WITH 1" MINUS GRAVEL
21 JUN 18
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C O
O R
D I
N A
T I
O N
D A
T E
D A
T E
D A
T E
SCALE
DATE
PROJECT NO:
DRAWING NO:
OFSHEET
AS SHOWN
E L
L E
E L
L E
E L
L E
B
S H
J
B
L
S
E D
B
R A
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N S
T R
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N
ANCHOR BOLTS AT 4'0" O.C.
PROVIDE 3/4" X 10"
WITH SCREEN AND FLASHING
ALUMINUM GUTTER
COVERED WITH METAL
1 X 8 FASCIA
1" MIN.
ON 2 X 4 FRAMING
2" CONTINUOUS VENTED SOFFIT
MIN. 1" FROM UNDERSIDE OF DECK
HOLD BACK INSULATION FOR VENTILATION
WITH R-11 BATT INSULATION
2 X 4 STUDS @ 16" O.C.
SPLASH BLOCK
TO PRECAST CONCRETE
ALUMINUM DOWNSPOUT
WITH R-30 BATT INSULATION
2 X 12 ROOF RAFTERS AT 16" O.C.
BY TRUSS MANUFACTURER
ACTUAL TRUSS CONFIGURATION
WITH R-38 BATT INSULATION
WOOD TRUSSES AT 24" O.C.
A3 3
A N
T A I
L S
W A
S
C T I
O N
S
" = 1'0"4
3SCALE:
" = 1'0"4
3SCALE:
3 FT1 1 2
'1
PARTICLE BOARD
DOOR ON HIGH DENSITY
PLASTIC LAMINATED
SHELF, HOLES @ 2" O.C.
PROVIDE AN ADJUSTIBLE
ON THE RIGHT SIDE
PLASTIC GROMMET
PROVIDE 2" HOLE AND
4" BACKSPLASH
DRAWER SLIDE
FULL EXTENSION
WIRE PULLS
@ 2" O.C.
SHELF WITH HOLES
PROVIDE ADJUSTABLE
SHELF
MICROWAVE
SECTION AT BREAKROOM
" = 1'0"2
1SCALE: 1
2'1"
'3
'3
'6
'0
WITH RUBBER BASE
" TOE SPACE2
" DIA.2
WITH STAINLESS STEEL SINK
POLYMER MATERIAL
COUNTERTOP TO BE SOLID
PROVIDE 2" RIGID INSULATION
CONCRETE FOUNDATION
PROVIDE 2" RIGID INSULATION
AT CONCRETE FOOTING
WRAPPED WITH GEOTEXTILE FABRIC
DRAIN PIPE IN GRAVEL
" = 1'0"4
3SCALE:
WALL SECTION AT GREAT ROOM TYPICAL WALL SECTION
TO REPEL BUGS
COR-A-VENT WITH WINDOW SCREEN
AT JOINTS TO REPEL WATER
PROVIDE TAR PAPER SPLINES
WESTERN RED CEDAR BASE
" = 1'0"2
11SCALE:
11 2 FT
'6
AT 6'0" O.C. MAX.
6 X 6 RED CEDAR POST
RAIL DETAIL
" = 1'0"2
1SCALE:
DOOR SCHEDULE
DETAILSMATERIALDOOR
TYPEDOOR SIZE
ROOM NO.
FROM TO
NO.
HW
NO.
REMARKS
SILLJAMBHEADFRAMEDOOR
EXT
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
METAL
102 101
101 105
101 106
E103 109 WOOD
METAL"4
33'0" X 6'8" X 1 B
AT 16" ON CENTER
2 X 8 TREATED JOIST
DBL. 2 X 10 BEAM
TO MANUFACTURED FLOOR JOISTS AT 16" O.C.
SCREWED AND GLUED
ON 3/4" T & G PLYWOOD
CEDAR LAMINATE FLOORING
EXT "4
33'0" X 6'8" X 1 A WOOD WOOD
WOOD WOODEXT "4
32-3'0" X 6'8" X 1
EXT
SPACE
CRAWL
"4
33'0" X 3'0" X 1 METAL METAL
103 104
103 105
103 106
"8 33'0" X 7'0" X 1
"8 33'0" X 7'0" X 1
"8 33'0" X 7'0" X 1
"8 33'0" X 7'0" X 1
A
A
A
A
E
E
F
WOOD
WOOD
WOOD
WOOD
WOOD
4'0" X 6'8" BI-FOLD
4'0" X 6'8" BI-FOLD
4'0" X 6'8" BI-FOLD
2'6" X 6'8" BI-FOLD
GROUP 1 GROUP 2
SILENCERS L03021 3 EACH
DEADLOCK E21511 EACH
LOCKSET F811 EACH
HINGES BY MANUFACTURER3 EACH
DOORS 102 AND 103
GROUP 3
WALL STOP LO20011 EACH
SILENCERS L03021 3 EACH
LOCKSET F761 EACH
HINGES BY MANUFACTURER3 EACH
DOORS 105 THROUGH 108
HARDWARE FOR DOORS 109 THROUGH 112 IS BY DOOR MANUFACTURER
BATH ROOM
TO MANUFACTURED FLOOR JOISTS @ 16" O.C.
SCREWED AND GLUED
" T & G PLYWOOD4
3ON
CEDAR LAMINATE FLOORING
" X 2" WOOD FURRING STRIPS2
1AND
" SHEATHING WITH BUILDING WRAP2
1ON
WESTERN RED CEDAR LOG SIDING
" X 2" WOOD FURRING STRIPS2
1AND
" SHEATHING WITH BUILDING WRAP2
1ON
8" WESTERN CEDAR LOG SIDING
CONCRETE STOOP
SPACE UNDER DOOR VARIES
'0
AND APPROVED BY THE CONTRACTING OFFICER.
USED SHALL BE COMPATABLE TO ALL MATERIALS
TO PREVENT REMOVAL OF SLEEVE. ANY ADHESIVE
EQUAL. CONTRACTOR SHALL PROVIDE NECESSARY ADHESIVE
RUBBER & PLASTICS CO. (317) 984-9158 OR APPROVED
70 DUROMETER HARDNESS AS PRODUCED BY INDIANA
DIA. 1" THICK, 12" LONG, BLACK IN COLOR, AND
NEOPRENE SLEEVE TO BE USED AS BUMPER. 3" INSIDE
O U
T S
ID
E E
D G
E O
F D
O O
R
'0
'6
'0
TROWEL FINISHED DOME
CONCRETE FILL WITH
8"
8"
DOOR STOP PLAN DETAILDOOR STOP DETAIL
" = 1'0"2
1SCALE:
#10080 BROWN, FOR FINISH COATS
COATS OF EXTERIOR ENAMEL, COLOR
COAT OF PRIMER AND TWO
PAINT STEEL POST WITH ONE
AND SET WITH EPOXY
CORE DRILL EXISTING CONCRETE FOR POST
AS SHOWN IN THE DRAWINGS
AND BE MOUNTED OM THE OUTSIDE EDGE OF THE DOOR AND POST
ON DOOR. THE HOOK AND EYEBOLT SHALL ACT AS A DOOR HOLDER
MENTIONED HOOK, BOTH ZINC-PLATED STEEL, SHALL BE INSTALLED
" DIA. STAPLE PLATE EYE SIZED TO FIT WITH ABOVE4
1AND
MOUNTED ON THE EYEBOLT. A STAPLE PLATE (4 SCREWS MIN.)
" DIA. ZINC-PLATED STEEL HOOK SHALL BE4
1A 3" LONG,
SHALL BE PEENED SO THE NUT CAN NOT BE REMOVED.
THE THREADS LEFT SHOWING AFTER THE NUT IS TIGHTENED
20 THREAD SIZE INSTALLED THROUGH THE STEEL PIPE,
" - 4
1STEEL EYEBOLT WITH 4" SHANK LENGTH AND
DROP-FORGED SHOULDER PATTERN GALVANIZED
DOOR HOLDER: CONTRACTOR SHALL PROVIDE A
IN CONCRETE. POSTS MUST NOT HIT DOOR HANDLE.
WITH 2.875" OUTSIDE DIA. AND .203" WALL THICKNESS SET
" NOMINAL DIA. SCHEDULE 40 STEEL PIPE2
1STANDARD SIZE 2
" FROM PERPENDICULAR 90 DEGREE LINE AS SHOWN.2
1105 DEGREES - 9
NO POST SHALL BE SET TO ALLOW DOOR TO SWING MORE THAN
CLOSER CATCHES. DOOR SWING VARIES FROM 90 -105 DEGREES
STRIKE STEEL POST SLIGHTLY BEFORE OR AT THE SAME TIME DOOR
SWING OCCURS (LIMITED BY THE DOOR CLOSERS). DOOR MUST
STEEL POST SHELL BE SET AT POINT WHERE MAXIMUM DOOR
02 4
" = 1'0"2
1SCALE:
2 8 FT
56 SCALE: 1" = 1'0"
WITH A CONTINUOUS RIDGE VENT
ON 1/2" CDX PLYWOOD
STANDING SEAM METAL ROOF
WITH A CONTINUOUS RIDGE VENT
ON 1/2" CDX PLYWOOD
STANDING SEAM METAL ROOF
WEATHERSTRIPPING
THRESHOLD J32130 AND 1 EACH
REFER TO DETAILS 5 & 6/A3
DOOR HOLDER1 DR 101
SILENCERS L030113 EACH
LOCKSET F861 EACH
HINGES A51113 EACH
DOORS 101 AND 104
TRIPLE 2 X 10 ON 10" CONCRETE PEIR
1 X COMPOSITE CAP
2 X 4' S
2 X 4 COMPOSITE
COMPOSITE DECKING
AT 5" O.C.
2 X 2 COMPOSITE PICKETS
ALL OTHER ARE AS NOTED
NOTE: ALL EXPOSED MEMBERS OF DECK ARE COMPOSITE MATERIAL
C.0006246
LOA 05696-8J
" X 6" WESTERN RED CEDAR BEAMS (4)3
SHIP LAP
" X 6" WESTERN RED CEDAR1
SHIP LAP
" X 6" WESTERN RED CEDAR1
NOTE: REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION AND DETAILS
C8204.14
WITH INSULATED/LAMINATED GLASS
WITH INSULATED/LAMINATED GLASS
| 2018-11-26T07:24:14-0600 | |
| BALES.JIMMIE.D.JR.1231309302 |
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