HomeMy WebLinkAbout0892.97.35jF_ d
rt
I
14t
3
3 f C>1
d,4
�o sr-
2
1
v
S /A
/_1V1
SPECIFICATIONS
Division 1:
All construction shall be in compliance with the Indiana Uniform Building Code; Latest
Edition,
Building Classification B -2, Retail Garden Facility, type V N construction .
Covstructing contractor shall obtain all necessary permits from state and hocal
authorities.
Division 2: - Earthwork:
Site Scrape top soil 6 inches to remove existing material, deposit excavated material on
site per owners instructions.
Stone Base; #53 crushed limestone with fines mixed and dust. Compact with 10 ton
roller in 3 inch lifts.
Auger 16" hole for footings, removing excavated material.
Division 3: - Concrete:
3,000 P. S.I. concrete for footings.
3 '/2 inch slump
Standard Mix
Divisions 4 and 5 not used.
Division 6: - Carpentry:
Timber frame, beams, and girder;
Southern yellow pine, treated for exposure to earth, No. 1 grade.
Fb 1600 single member
15% surfaced maximum moisture
Two -by Material
S.Y.P., treated No 2 grade structural at grade level.
Purlins and Framing:
Above grade Ponderosa pine or Hemlock Fb 1200 - 1300
Fc 1200
Trusses:
Manufactured trusses, gang nailed, 2x4 top and bottom chord.
All bracing and bridging per manufactured truss institute specifications, truss
manufacture shall provide shop drawings and calculations for each individual varying
truss. Shop drawings shall be stamped and certified by an Indiana Registered Engineer.
0
S�G�' C+� O• fl b 00,2 S
!G 04
Trim:
Rough sawn cedar; size as shown.
15.10 maximum moisture.
Hardware:
Provide Simpson Hangers at all overhead and sliding door headers and wall purlins.
Provide strap anchor ties at trusses and edge beams to resist uplift.
Provide overhead door hardware for 2 inch track.
Maximum 10 Ft. x 10 Ft. doors.
Provide sliding door track, brackets, lag bolts and supports for 8 Ft. x 10 Ft. sliding doors.
Sliding Door Frames:
Shall be constructed with 2 -by material of the same grade as purlins-
Jambs and headers shall be 2 x 6 with bracing of 2 x 4. Provide 2 x 8 bottom frame out
of treated material.
Personal doors:
Metal clad wood, flush panel with 24in.x 241n. vision panel, opening 3'0" x 6'8 ".
Door/Frames may be pre hung style.
Hardware shall be complete with knob and lock.
Overhead Doors:
Shall be 10 Ft. x 10 Ft. 5 panel wood, 2" track, manual operated with glass visual glazing
in one panel full width.
Roofing and Siding:
Lexan panels, as supplied by United Greenhouse systems.
Corrugated configuration in standard widths of 27inches and 51 inches.
Roof panels - Shaded
Wall panels -Clear
Panel loading:
Roofs 20# Live load
Walls 20# Wind load
Panel anchors:
Wood mate screw fastener # 10x1" .10 and 10 x 1 '/2 ".12 with rubber washer ahields.
Anchors to be equipped with leg supports to prevent corrugation collapse.
IArs
� �50A/A
—� ZXL �oUGf! /sr,�its
b(:f
Z
w
11
z�
o�
�a
� Q
m
Z!
� J
W t�
�I Q
Jill
�6uulimiu I�� - �� pp
�► h d�
DUDLEY
SENEFEL
A.I.A.
Architect E=
,Interior Design
Planning
Contracting
(317)877 -8047
22176 Hinkle Rd.
Noblesville, IN 46(1