31C-039 Polyurethane Joint Sealant
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Sealant .f , €400- 3 �°*
13/4" Concrete Face Shell
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(By Others) Insulation Vertical #4 Reber / t BPS Gate Fa Wiring
(Inside Each Stud) -�- And Plumbing Galvanized
113 Bond Beam Rebar Steel Stud Stud Facing
3" ; - -- 1" EPS Stud Insulation
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Concrete Floor ® • P {���� x ae 4
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Auxiliary Drain Pipe ► ►
To Sump Or Daylight 111 3' : 4
Xi Wall #4 Reber DRAWING DATA
Clean Crushed Stone Footing Scale: I/2 " :I' -0"
Varies Per Application) Sold
(Depth APP � ) 1 Insulation DraMm by: DNP
Galvanized
Xi WINDOW JAMB Steel Stud Facing Date Created: 4/25 /2012
Last Revision: 5/17/2012
Vertical #4 Reber Revision #: 1.01
Window Details (Inside Each Stud) File Name: wb_lot 3
Scale: 3/4 " :I' -0" BPS Chase For Wiling PROJECT NO.
And Pbmibing
wb lot3 Page5of5
11
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Front Left View '
DRAWING DATA
Sold by:
Drawn by: DNP
Date Created: 4/25/2012
Last Revision: 5/17/2012
Revision #: 1.01
File Name: wb lot 3
PROJECT NO.
wb lot 3 Page 4 of 5
56'
24'8' -- 31'4' -
6'10' --.1 610'
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24' — I.- 14' — 18'
DRAWING DATA
Sold by
Drawn by: DNP
Date Created: 4/25 /2012
Last Revision: 5/17/2012
Revision #: 1.01
File Name: wb lot 3
PROJECT NO.
wb lot3 Page3of5
PROJECT:
Lot 3
Lot 3, 104 Olander Drive
Northampton, MA 01060
[Project No. wb lot 3]
Drawing Summary Block - All- Layers
BUILDER
Wright Builders
10/10 X I Walls /Panels 48 Bates Street
2 Beam Pockets Northampton, MA 01060
4 Support Ledges Totaling 6' -8" Contact RogerBuael
Phone: 413-586 -8287
3/3 XI Walls /Panels Type: 4' Linear Feet: 70' -8" Fax:
7/7 XI Walls /Panels Type: 9' Linear Feet: 134' -6" Mobile:
Drawing Notes MUNICIPALITY:
Northampton, MA
(4) 2'x2' Supplied Only Precast Pads Contact
Phone:
- Object Details in inches - Fs":
ID # Obj Desc Width Height Header Door(B.O.W)
4
A 1 Win BK Egress 48_1 /2 48 1/2 18
B 2 BP 8 191/2 0
D 1 DR 48 96 8 4
SarbrWills®
E 1 Win OKNA 32 20 6
F 1 Cut 38 14 0
H 2 Cut 1 1 4 14 0 Superior Walls by Weaver Northeast
68 Violet Avenue
Poughkeepsie, NY 12601
Phone: 845-485-4033
Fax: 845- 485 -2501
� �r.
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Sold by DATA:
y: RA
® ..as r� 6 . Drawn by: DNP
`Z Date Created: 4/25/2012
ap t , , ep.,_ Last Revision: 5/17/2012
ry s31"g
tr At Revision #: 1.01
X 441.. .
t c. ,,7 %M. : F ile Name: wb lot 3
PROJECT NO.
wb iot3 Page2of5
CODES & STANDARDS SHEET INDEX
PROJECT:
Building Code: 2009 IRC-R404.5.2 1 of 5 - General Notes Lot 3
3rd Party Inspection Agency: PFS Corporation, Cottage Grove WI 2 of 5 - Drawing Summary Block All_Layers
Quality Assurance Manual: Superior Walls of America QA Manual 3 of 5 - Plan View - Ali Layers Lot 3,104 Olander Drive
Site Preparation Guide: Superior Walls Builder Guideline Booklet. (MAN 42 -9000) 4 of 5 - Front Left Isometric Northampton, MA 01060
Fire Test Standards: ASTM E84, ANSI / UL 1715, UBC 26-3 5 of 5 - Sections
[Project No. wb lot 3]
WALL MATERIALS
Concrete Compressive Strength: 5,000 PSI BUILDER:
Water /Cement Ratio: < 0.40 Wright Builders
Reinforcing Steel: No.4 and larger - 60,000 PSI DAMPPROOFING 48 Bates Street
No.3 and smaller - 40,000 PSI - '^�� Northampton, MA 01060
Secondary Reinforcement Polypropylene Fiber � �„ �; 4 Superior Walls are recognized by
* s ,
ue ; �
Embedded Wood Blocking: Preservatively Pressure Treated ® ' �� the ICC-ES as an alternate method Contact Roger Buzzel
EPS Foam Insulation: Flame Spread: 20 'o 0.. of providing foundation wall
Smoke Development 240 0$ v cd d am PPS n9 No additional d fl Phone: 413-586-8287
XPS Foam Insulation: Flame Spread: 5 NO.33129 Fax:
Smoke Development 165 '' ecis r . # is required.
SITE CONDITIONS `ssja�! E.1 (See ICC-ES ESR 1553 & ESR-1662) Mobile:
Frost Depth: Local Code inches PLEASE NOTE
Assumed Soil Bearing Capacity: 2000 PSF MUNICIPALITY:
Assumed Wall Loading: 2700 Pounds/LF (uniform) To comply with building code Northampton, MA
inches Crushed Stone Footing Depth: 8 requirements, the framing/decking Contact
Crushed Stone Size: 1/2 inch or smaller connections at the top of the Superior Phone:
Baddlli Material: Baddill with clean crushed stone or any of the following Wall and floor slab at the bottom of Fax:
soil types: GW, GP, GM, GC, SW, SP, SM, ML, SC, CL or up to 100pcf. the Superior Wall MUST be
Beam Podket(s): 13000 Pound Maximum completed prior to baddilling.
(see plan for locations, sizes, and loads)
Column Pad(s): N/A CUSTOMER RELEASE
4
As the authorized representative of the customer /builder
GENERAL NOTES I have reviewed this document and the drawings . W1I
contained in IL I understand that it was created from S nce Superior information and dimensions provided by the customer/ I r Wills
1. Jobsite shall be prepared by the builder i n accordance with the pert or Walls of America Builder
builder and that Superior Walls will rely on that
.
Guideline Booklet MAN 42-9000).
2. Akodliary drain pipe must be four (4) inch diameter perforated and directed to a sump pit or daylight. information in the manufacture of this project.
3. Builder shall establish the required elevation benchmark. I acknowledge that I have compared this document to the Superior Wa11s by Weaver Northeast
4. Builder shall ensure site access for trucks and crane. sales order /contract and that this document supersedes 68 Violet Avenue
5. 2009 RC-R404.5.2 the sales order /contract with respect to the objects and Poughkeepsie, NY 12601
Seismic Design Category: B dimensions contained herein. rove the
PP project Phone: 845- 485 -4033
6. Basic Wind Speed: 110 MPH I a
depicted in this document for production, and accept full Fax: 845- 485 -2501
INSTALLATION NOTES responsibility for any and all measurements, dimensions
and information provided by the customer/builder. I hereby DRAWING DATA
1. Installation shall be supervised by a Superior Walls certified installer. release and discharge Superior Walls from any and all Sold by RA
damages Past present or future claims a
Certification is obtained through Superior Walls of America, Ltd. , and ges arising from Drawn by: DNP
or relating to the attached drawing and deviations in the Date Created: 4/25/2012
2. Installation shall comply with Superior Walls of America's Installation Manual (MAN 42- 9008). drawing from information customer/builder provided. Last Revision: 5/17/2012
Revision #: 1.01
Signature of Customer/Builder Date File Name: wb lot 3
PROJECT NO.
wblot 3 Page 1 of 5