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. _ _ . _ _ _ _____ -_ _ _ - ____ = = _ _ _ ____ _ - 01 HOSKINS I
ambitectural-'..'
directibin i.
consultatiot
Custom Residential
Planners & Designers
FLOOR 40 PSF LIVE LOAD
10 PSIF DEAD LOAD OUTLINE OF WALL BELOW
— — — — — — — — — — — — — -- — — — — — — — — — — — — — — — —
1337 Locust Street
Middletown
11111110OF 30 P5F LIVE LOAD IN 47356
10 PSF DEAD LOAD (317) 354-2951
W. I.C.
4" %.Q xx3-'1q- 1/2, 4"
Dabion
PH -v1G412-(o Z c1ppv left
I. THE CARPENTER SHALL CAREFULLY LAY OUT AND 22 x All R Jetrrev Wook4% . .
lef%* Reswvod
ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY. _0+00 not be 04opt
FRAMING, SHEATHING, AND BRIDGING. ALL MEMBERS L -J or ��Oprt6b*&.
SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED
StR UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE.
A SUFFICIENT NUM5ER OF NAILS, SCREWS, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE W.
.33"x -12'- TUB -
CONSTRUCTION BEDIRM '02 -q
2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL
-A
DESIGN 5PECFIC-ATION6 FOR STRESS GRADE LUMBER
1W
AND ITS FASTENINGS. PRE -EW-z WOOD TRUSSES
A;
J015T6 AND ALL OTHER: 24" O.C.
NO-) DOUGLAS FIR LARCH OR YELLOW PINE
12'-4"
F�- . 1450 Pei 0
3 1/2
FC - 1000 psi 6
E = 1,1roO000 pdl
-41-1- FIRST FLOOR SILL PLATES, CRAWL SPACE
FRAMING, AND STRUCTURAL MEMBERS EXPOSED TO
WEATHER C-144ALL BE UJOLMANIZED PRESSURE TREATED.
2'4"
2
A,
4. ROOF TRUSS DESIGN, SPECIFICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED BY THE TRUSS
—A
2
5. MICRO-LAM BEAM STRUCTURAL PROPERTIES,
po a 2800 psi :FINISHED
FC • 2 100 P61
®' 4:
E a 2000000 psi
(4)-
50NUE)
.11
CA 5HELVE5 LU 4-
Co. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
LU
A
CORNERS. R I AN
Ul
tY6 I A t
-1. FRAMING OVER GIRDER AND FEARING PARTITIONS: LA
JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER
BEARING, PROVIDING JOISTS ARE TIED TOGETHER OR A, -3'- 4'
31-&,
4
J015T5 MAY BE LAPPED AND NAILED TOGETHER
MINIMUM LAP, 4 INCHESI MAX. OVERHANG, 12' v
LU 2'4'
6. FLOOR J015TS SHALL BE DOUBLED UNDER EACH
W. I.C.
PARALLEL PARTITION.
S. BRIDGING. MAXIMLIM SPACING BRIDGING SHALL
MASTER
15E CROS-0tMOGING USING N3 INCH BOARDS OR SOLID
BRIDGING OF .1016T DIMENVON. SOLID BRIDGING MUST
SUITE
BE SET IN AN OFFSET FASHION.
10. WALL 4 PARTITION FRAMING: UNLESS OTHERWISE -C.,
-j
SHOWN, SPACE STUDS tv Iry " O.C. DOUBLE STUDS AT
OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO 4�1 'A; 1.
LESS THAN �B FULL MEMBERS. WALLS AND BEARING SHOWERS ii '" s ii
PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
v
PLATE5 RE5T[W-s ON MASONRY CF CONCRETE SHALL BE �LUA L
r7l
71
NUR5ERY p 14
ANCHORED WITH BOLTS OR METAL STRAPS. r
/211 4" i;
11. GLUE 5U5-FLOOR USING RECOMMENDED ADHESIVE,
APPLY GLUE MAD TO FRAMING AND ALONG PANEL
GROVE EDGES, NAIL 1111 00 NAILS 0 12" O.C.
TUW1
-120 VANITY
4
LU I D5J
12. PROVIDE NAILERS, NAILING STRIPS, AND GfROLNV6
AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AtC> OTHER WOW,
OUTLINE OF WALL BELOW
13. J015T HANGERS ALL FLUSH BEAMS SHALL BE MIhL
I& GALV STEEL, AND PROPERLY SIZED TO ACCEPT
JOISTS.