HomeMy WebLinkAboutAugust returned documents Locke Rd. building applicationTOWN OF GROTON BUILDING PERMIT APPLICATION
Rick Fritz, Code Enforcement Officer - 607-898-4428 or 607-591-9898
No Construction shall begin until a permit has been issued.
Check documents you are supplying:
Application Form & Fee- to Groton Town Clerk at 101 Conger Blvd. (Po Box 36) Groton, NY 13073
1a Plot plan of the lot with dimensions for new and existing structures, septic and wells.
Construction specification drawings (professional stamped drawings may be required) or Appliance specifications
Completed Affidavit of Exemption for owner occupied residences
q� If you have a contractor, proof of Workers Compensation or a signed CE-200 Exemption form.
A CE-200 can be applied for @ httos://www.wcb.nv.ciov/icexemr)t/index.isiD
ps Sewaae Svstem Construction Permit issued by the Tompkins County Department of Health, 607-274-6688 55 Brown
Rd., Ithaca, NY 14850. Applications are on their web site www.tomDkinscountvnv.aov/health/eh/owts/index
Name Adolphe Alexander & Michele Judge Date06/20/2021
Mailing 101 E Cortland St, BOX 278, Groton NY 13073-0278 Phone
Address 2679189255
Project 451 Locke Rd, Groton NY, 13073 I TaxlMap2 21 Flood Zone No
Address
Description Large Shed Serial Number of Manufactured Home Cost �1 O'00o
Of Work: g Estimate
Building Use : Total Acreage Total Floor
Storage of lot : 5.64 Area- Sq ft250
Check applicable:Residential ncommerciai Will any part of the building be a place used by the
Public? No
Will any part of the buildinq be used for human Will any part of the building be a place of employment
habitation? Yes where agricultural products are processed, treated
Builder / Contractor Self or packaged? No
Name & Phone Other Builder / Contractor
Name & Phone Self
PROJECT COMPLETION or OCCUPANCY PROCESS
1. Permit will be issued upon approval of a completed application with fee and all paperwork as above.
Construction can begin with permit prominently displayed. Permit is good for a one year.
2. Once passing all required inspections including the installation of the E911 sign, the permit will be closed and a
Certificate of Occupancy or Completion will be issued.
NO OCCUPANCY OR USE IS ALLOWED UNTIL PERMIT IS CLOSED!!!
I hereby affirm under penalty of perjury that all Information provided in this application is complete, correct, and
contains no misleading statements. 1 understand that any false or inaccurate information contained in the
application or attachments; any construction changes made after the issuance of a building permit; or failure to
schedule required inspections, may invalidate all permits issued under this application. I will not remove any
buildings, structures, or other construction started or completed. I certify that I have read and understand the permit
process and all requirements.
I hereby license, permit and give privilege to the Town of Groton, or a designee, to enter the premises or land to
conduct any onsite inspections by owner confirmed appointment only. Such license is revoked upon completion of
the building project. I understand that no building shall be occupied, used in part or in whole for any purpose, until
first obtaining the Certificate of Occupancy or Completion.
Land Owner(s) Signature: ��'Date: 06/20/2021
v
[ ] APPROVED Date [ ] DENIED Date Date Received
Comment: Reason: Permit Fee
Signed Receipt #
Code Enforcement Officer Activation Date
Signed VARIANCE [ ]GRANTED Date PERMIT #
Code Enforcement Officer [ ] DENIED Date Truss Decal
PLOT PLAN
❑For Interior work only
Check box & skip to Name.
MAP SHOWING THE STRUCTURE IS THE REQUIRED DISTANCE AWAY
FROM PROPERTY LINES AND OTHER STRUCTURES:
Using a survey map (or draw on the line below as the road) sketch your lot including the following
* Property Lines
* Location/(or proposed) well & septic with distances to lot lines.
* Other structures * Location of new structure/addition with distances to lot lines.
* Center of driveway or right-of-ways * Location of reflective house number sign
- NAME-OI-ROAD-ORb7REU---------------------------------------------------------------------- ----------------------------
Owner Name Michele Judge & Adolphe Alexander
Lot Size Tax Map # I Amount of Road Frontage
( Acres) 5.64 15.-1-27.21 183'
CERTIFICATION:
I herby affirm under penalty of perjury that all information provided in this application is complete, correct, and contains
no misleading statements. I understand that any false or inaccurate in''. . . contained in the application or
attachments; any construction changes made after the issuance of a building permit; or failure to schedule required
inspections, may invalidate all permits issued under this application. I will not remove any buildings, structures, or
other construction started or completed as a result. I certify that I have read and understand the permit process and all
requirements. I hereby authorize the Code Enforcement Officer of the Town of Groton, or a designee, to conduct all
onsite inspections by owner confirmed appointment only. I understand that no building shall be occupied or used in
part or in whole for any purpose until obtaining the Certificate of Occupancy or Completion.
—1 Owner(s) Signature:_„�,�� Date:
Z U v
Affidavit of Exemption to Show Specific Proof of Workers' Compensation Insurance
Coverage for a 1, 2, 3 or 4 Family, Owner -occupied Residence
"This form cannot be used to waive the workers' compensation rights or obligations of any party."
Under penalty of perjury, I certify that I am the owner of the 1, 2, 3 or 4 family, owner -occupied residence
(including condominiums) listed on the building permit that I am applying for, and I am not required to show
specific proof of workers' compensation insurance coverage for such residence because (please check the
appropriate box):
® I am performing all the work for which the building permit was issued.
® I am not hiring, paying or compensating in any way, the individual(s) that is(are) performing all the work
for which the building permit was issued or helping me perform such work.
❑ 1 have a homeowners insurance policy that is currently in effect and covers the property listed on the
attached building permit AND am hiring or paying individuals a total of less than 40 hours per week
(aggregate hours for all paid individuals on the jobsite) for which the building permit was issued.
I also agree to either:
♦ acquire appropriate workers' compensation coverage and provide appropriate proof of that coverage on
forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing
the building permit if 1 need to hire or pay individuals a total of 40 hours or more per week (aggregate hours
for all paid individuals on the jobsite) for work indicated on the building permit, or if appropriate, file a CE-
200 exemption form; OR
♦ have the general contractor, performing the work on the 1, 2, 3 or 4 family, owner -occupied residence
(including condominiums) listed on the building permit that I am applying for, provide appropriate proof of
workers' compensation coverage or proof of exemption from that coverage on forms approved by the Chair
of the NYS Workers' Compensation Board to the government entity issuing the building permit if the
project takes a total of 40 hours or more per week (aggregate hours for all paid individuals on the jobsite) for
work indicated on the building permit.
(signature of --Homeowner
Adolphe Alexander & Michele Judge
(Homeowner's Name Printed)
Property Address that requires the building permit:
451 Locke Rd
Groton NY 13073
06/20/2021
(Date Signed)
Home Telephone Number 267-918-9255
Once notarized, this BP-1 form serves as an exemption for both workers' compensation and disability benefits insurance coverage.
BP-1 (12/08) NY-WCB
BACKFILL WITH
ir''i BUILD SUPPORT WALL.
I' LARGE STONES FILL SPACE W/ SAND &
CAP INFILL WITH CAP WITH CONCRETE
CONCRETE
REMOVE 3" OF SOIL I-�{ INSTALL PEX PIPES
FOR INSULATION FOAM i (SEE M202 FOR DETAIL)
L' (SEE M202 FOR DETAIL) I
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ADD ANOTHER
BUILD UP HAY BALES COURSE OF HAY BALES
TO HEIGHT OF OVER LINTELS
WINDOWS & DOOR.
FINISH FLOOR
COVERS PEX PIPES
® Ground Floor - Phase 4 C Ground Floor - Phase 5
Nama asta 451 LOCKE RD, GROTON NY No. °iier"on °" 3D VIEWS
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9 STRAWBALE STUDIO ' Date AulhorIssue ate A201
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2' -10"
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INSTALLED
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Deser
451 LOCKE RD, GROTON NY i No. "on
Data FLOOR PLANS - ARCH
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STRAWBALE STUDIO Do" Ime Data A202
Drawn by Author Checked by Checker Scale 1W - 1'-T r=5�yi
5
A302
30' • 3 1/2"
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C
NOTES:
1/4" =1'.IT
1. INSTALL METAL ROOF PANELS, EVES, RAKES
AND CAP WITH 1 1/2" SELF DRILLING SCREWS,
451 LOCKE RD, GROTON NY
i "° ���' °'" ROOF PLAN
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451 LOCKE RD, GROTON NY No. Deserloon 0460 ARCH SECTION
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www.namagasta.com STRAWBALE STUDIO I Drawn by Author
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Chocked by Checks T-9,
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451 LOCKE RD, GROTON NY NaE ONw'yMbn
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Project number Project Number I
Date Issue Date I A302
Drawn by Author
Chocked by Checker I Scale 3/8" = 11-91
O ISO - Phase 1 - STRUCT
Namagasta 451 LOCKE RD, GROTON NY
www.namagasta.com STRAWBALE STUDIO
I Na I Deser"on I Dab
I
I
Structural - Phase 1
Project number Project Number
Date Issue Date S 101
Drawn by Author
Checked by Checker Scale
(j) ISO - Phase 2 - STRUCT
Namagasta
www.namagasta.com
451 LOCKE RD, GROTON NY I No.
i
STRAWBALE STUDIO 1
1
Deser"on
We Structural - Phase 2
Project number
=V Number
Date
0.
Drawn by
Author
Chocked by
CheGcer Scale
S102
C ISO - Phase 3 - STRUCT
Namagasta
www.namagasta.com
451 LOCKE RD, GROTON NY
STRAWBALE STUDIO
No. I DeecrlptIM I Date
NOTE:
1. PHASE 3INCLUDES 7 TIED d TIGHTENED NYLON
ROPE AROUND WOODEN FRAME 6 FULL COURSE
OF STRAW BALES. TURN BUCKLES PROVIDE -400
POUNDS AT EACH TENSIONER.
Structural - Phase 3
ect number lProled Number
Date
S 103
Drawn by Author
Checked by Checker Scale
C ISO - Phase 4 - STRUCT
Namagasta 451 LOCKE RD, GROTON NY
www.namagasta.com STRAWBALE STUDIO
Na � or lon � ' I Structural - Phase 4
Ped number Projectmber Nu
D Iewe D. S 104
Drawn by Author
I Checked by Checker Scale
C ISO - Phase 5 - STRUCT
Namagasta
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451 LOCKE RD, GROTON NY
i
STRAWBALE STUDIO I
rE:
ADD BLOCKING AS NECESSARY.
as Date Structural - Phase 5
P:ct number "ect Number
Date Issue Date
Drown by Author
Checked by Checker Scale
S105
o) ISO - Phase 6 - STRUCT
Namaqasta 451 LOCKE RD, GROTON NY
www.namagasta.com STRAWBALE STUDIO
No. Descdptlon Delta Structural -Phase 6
Project number Project Number
Date Issue Data
Drawn by Author
Chocked by Checker Scale
S106
® ISO - Phase 7 - STRUCT
Namaoasta
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451 LOCKE RD, GROTON NY No. I Desedptlon ate Structural - Phase 7
Project number Project Number
Issue
STRAWBALE STUDIO De1e Drawn by AAuthuthpate
or
1, Checked by Checker Scale
S107
O ISO - Phase 8 - STRUCT
Nama asta i 451 LOCKE RD, GROTON NY Ift Dial
www.namagasta.com STRAWBALE STUDIO
Date
Structural - Phase 8
Project number
Project Number
Date
Issue Date
Drawn by
Author
Checked by
Checker Scale
S108
O ISO - Phase 9 - STRUCT
Nama�asta 451 LOCKE RD, GROTON NY No. Description Date Structural -Phase 9
Project number Project Number
Dat9 STRAWBALE STUDIO Drawn AuthorIssue ate S109
www.namagasta.com Drewnby Author
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451 LOCKE RD, GROTON NY i Na �"�' �. I Ground Level Plan - STRUCT
Nam agasta I I Project number Project Number I
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1/4" = 1'-0"
451 LOCKE RD, GROTON NY
I No. Descrtptlon Date
i Loft Plan - STRUCT
Nam agasta
Project number Project Number
www.namagasta.com
STRAWBALE STUDIO
Date Issue Dote S202
Drawn by Author
Checked by Checker I Scale 1/4" = T-0"
C
(I
O Loft - Phase 5
1 /4" = 1'-0"
Namagasta
www.namagasta.com
')
451 LOCKE RD, GROTON NY
STRAWBALE STUDIO
4x4
4x4
4x4 f
i
I
OLoft - Phase 6
114" = 1'-0"
No. Description Date Loft Plan - STRUCT
Project number Project Number
Date Issue Date
Drawn by Author
Checked by Checker
M
S203
Scale 114" = T-0"
ry
M
CRoof Truss - Phase 5
1/4" = 11-y,
o Roof Truss - Phase 6
114" = 1'-0"
Nam agasta
www.namagasta.com
451 LOCKE RD, GROTON NY
STRAWBALE STUDIO
I No. DeecrWlon Daa
I Roof Plan - STRUCT
I Project number "ad Number I
IDrawnby Date Author I S204
Chocked by Checker I Scale 114" - T-T
-1
9
C V Ty e - Phase 7
0,,
No.
451 LOCKE RD, GROTON NY
Ctescriptlon
Date
Roof Plan Continued - STRUCT
Namagasta
Pro t number Pro Number I
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u Date I
6.1.6c S205
www.namagasta.com STRAWBALE STUDIO
D Author
I
CheckedChecker Scale 114" = T-T
25
Roof ..' .1
16' -
OSouth
3/8" = 1'-0"
451 LOCKS RD, fto
GROTON NY i "° ! �"`�' Dt1e I Southern Elevation - STRUCT
Namaasta
1 electnumber Project Number
1 S301
www.namagasta.com STRAWBALE STUDIO ' IData Issue
1 � Drawn by Author
! Checked by Checker Scale 31V' -1'-T
NamaQasta
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i
Ib —
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OEast - Phase 7
3/B" = V-0"
451 LOCKE RD, GROTON NY
STRAWBALE STUDIO
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IF11 Loft
• � Haybale Wall � �
Window
Window Seal F
C 1
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Foundation Mw ,
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Project number Protect Number I
Date Issue Deft I S302
Drawn by Author
Checked by Checker I Scale 3/8" - 1'-T
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III IIII IIII IIII IIII
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IIII IIII IIII IIII IIII
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11111 'nl1li ' JLli-LLB' �_� �. I11LllL_LII1 .11.
OEast - Phase 9
3/8" = 1'-0"
451 LOCKE RD, GROTON NY
STRAWBALE STUDIO
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I Protect number =ct Number ^'?
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Drawn by Author
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Structural Framing Schedule
I Structural Frowning Schedule
Structural Framing Schedule I
I Structural Framing Schedule
Structural Framing Schedule
Phase
h
Ph BE
Type I
Cut Length I Created
I Type I
Cut Length
I Created
TypeI
Cut I_ert0th I
Cr ated
I Type I
Cut L*Vith I Created
Type I
Cut Length
I Crreeated
Dimension Lumber
1 2x10
21' - 10 1/4'
Phase 4
4x4
d -11 1/4'
Phase 8
1 2x8 I
2' • 51/2" Phase 8
Bx2
17- 0"
Phase 8
1 2x10
2' - T' Phase 2
I 2x8
B • 5 tl4"
Phase 5
4x4
9.11 1/T
Phase 8
1 2x8
T • 5 314" Phase 8
2x8
16 - 8 1/4"
Phase 9
1 2x10
3'- 8 3/4" Phase 2
1 W
V - 8"
Phase 5
04
C • 11 Vr
Phase 8
I 2x8
T - 5 3/4" Phase 8
2x8
16.8 1/4"
Phase 9
2x10
T • 10" Phase 2
1 2x8
15' - 1 314"
Phase 5
04
17.11 1/2"
Phase 8
I 24
2'- 5 3!4" Phase B
24
18' - 8 1 W
Phase 9
200
3'- 11 3/4" Phase 2
I 2x8
16 - 3 314"
Phase 5
4x4
0' - 11 1/2"
Phase 8
I 2x5
2'- 5 3/4" Phase 8
2x8
16- 8 1/4"
Phase 9
2x10
4'- 2 1/4" Phase 2
1 2x8
15' - 3 314"
Phase 5
4x4
d • 11 1/2"
Phase 8
I 2x8
7. 5 3/4" Phase 8
2x8
26- 9'
Phase 9
2x10
4' - 11" Phase 2
1 24
15' - 3 3/4"
Phase 5
4x4
0' - 11 1/2"
Phase 8
I 2x8
2' - 5 3/4" Phase 8
24
25' - a'
Phase 9
2x10
4' • 11" Phase 2
I 2x8
15' - 3 314"
Phase 5
4x4
0' • 11 V2"
Phase B
1 2x8
2' - 5 3/4" Phase 8
24
25' • 0"
Phase 9
2x10
5' - 4" Phase 2
2x8
1 B- 3 314"
Phase 5
0x2
T • 1010
Phase B
1 2x8
18' - 1 3/4" Phase 0
2x8
25' - a'
Phase 9
I 2x10
5' - 5 3/4" Phase 2
2x8
16.3 3/4"
Phase 5
Bx2
T • 101/T
Phase 8
1 2x8
18' .1 34' Phase 8
2x8
26 - W
Phase 9
1 2x10
5'- 7114" Phase 2
2x8
15' - 3 3/4"
Phase 5
8x2
T - 10'l/Y
Phase 8
1 2x8
18' • 1 314" Phase 8
24
26 - 0"
Phase 9
1 2x10
3' -1" Phase 3
2x8
19 - 7 3/4"
Phase 5
ex2
T-101/T'
Phase 8
1 2x8
18' - 1 314" Phase 8
24
26.0"
Phase 9
1 2x10
3--1- Phase 3
2x8
1 ty - 7 3/4"
Phase 5
8x2
T • 101/2"
Phase 8
1 2x8
16- 1 314" Phase 8
24
26 - 0"
Phase 9
1 2x10
5' • 10' Phase 3
2x8
18' - 7 3/4"
Phase 5
Bx2
T - 101/2"
Phase 8
I 2x5
18' - 1 3/4" Phase 8
24
26- d'
Phase 9
1 2x10
8' .2" Phase 3
I 2x8
18' • 7 3/4"
Phase 5
Bx2
T - 10112"
Phase B
1 24
T • 1 314' Phase 8
2x8
25' - d'
Phase 9
1 2x10
10' - 51/4" Phase 3
I 24
IN - 7 314"
Phase 5
W
1T - 6"
Phase 7
I 2x5
18' - 1 3/4" Phase 8
2x8
26 • a'
Phase 9
I 2x10
15' - 3" Phase 3
I 2x8
19 - 7 3/4"
Phase 5
8x2
17, • 9"
Phase 7
I 2x8
16- 1 3W Phase 8
24
26- 0"
Phase 9
2x10
15' - 5" Phase 3
I 4x4
0'- 111/4"
Phase 8
2x6
T • 11,2"
Phase 8
I 2x8
18' • 1 3/4' Phase 8
1 2x8 1
26 - a'
Phase 9
2x10
111' - 8 VT' Phase 3
1 4x4
0'- 11 1/4'
Phase 8
2x8
7.51/2"
Phase 8
2x8
1 3/4" Phase 8
I 2x8
25- a'
Phase 9
2x10
21' - 4" Phase 3
1 4x4
0. 11 114'
Phase 8
2x8
7 - 5117
Phase 8
1 2x8
18' - 1 3/4" Phase 8
1 2xe
25' - d'
Phase 9
2x10
21' - 9' Phase 4
I 4x4
0' - 11 W
Phase 8
2x9
7. 5 1/2"
Phase 8
1 2x8
1B' - 1 3/4" Phase 8
1 2x l
25' - 0"
Phase 9
2x10
21' - 9" Phase 4
I 4x4
0' - 11 1/4'
Phase 8
2x5
7.5la,
Phase 8
1 2x8
18' - 1 3/4" Phase 8
1 2xe
25 - a'
Phase 9
2x10
21' - 101/4" Phase 4
I 4x4
0' -11 1/4'
Phase 8
2x5
7. 61/2"
Phase 8
I 8x2
1 T • 0" Phase 8
2x8
25' - 0'
Phase 9
Grand total' 114
Structural Column Schedule
I
Structural Column Schedule
Phase
Phase
Type
I Base Level I Length
I Crested
I Description I
Type
Base Level
I '_ength
I Created
I Description
i
Dimension Lumber -Column
Wooden
Lo
2x10
Vimdow Seal W. o"
Phase 2
12"
oundailon
12- B"
Phase 1
12" Diameter g
2x10
window Seal 4'. 0"
Phase 2
12"
Foundation
12'- 8"
Phase 1
12" Diameter eg
2x10
window Seal 4' - 0"
Phase 2
12"
Foundation
17 • B"
Phase 1
12" Diameter eg
2x10
Window Seal 4'- 0"
Phase 2
12"
Foundation
17- 8"
Phase 1
12" Diameter og
2x10
Window Seal W- 0"
Phase 2
17'
Foundation
12'- 8"
Phase 1
12" Diameter Lop
2x10
Window Seel 4' • 0"
Phase 2
17
Foundation
12'- 8"
Phase 1
12" Diameter Log
2x10
Window Seal 4'. 0"
Phase 2
12"
Foundation
12'- 6'
Phase 1
12" Diameter Log
2x10
window Seel 4'. 0"
Phase 2
200
Ground T - 0"
Phase 2
2x10
Ground T - 0"
Phase 2
451 LOCKE
RD, GROTON
NY
1 No.
1
Description
Data
I Structural Framing Schedule
Nam agasta
I Project number Protect Number
Ike iesue'ale S501
www.namagasta.com
STRAWBALE
STUDIO
i
IDnwnby Author
I
1 Checked by Checker Scale
_
O HVAC ISO
� 451 LOCKE RD, GROTON NY No.
I
Description
Date
Mechanical Isometric m
NamagastaI
I Project number Project Number $
www.namagasta.com STRAWBALE STUDIO i
I Date Issue Date M 101
IDrawn by Author
I
I Chocked by Checker Scale _
1
M301
C Ground - HVAC O Loft - HVAC
1/4" = 1'-0" 1/4" = 1'-0"
451 LOCKE RD, GROTON NY i N0.
Description
Dde MECH PLAN VIEWS
Nama asta
Project number Project Number $
www.namagasta.com �
STRAWBALE STUDIO
Date IeeueDete M201
Drawn by awnw phi
Checked by Checker Scale 114" - T-T n
2
M302
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f
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male Wall _
8 0„
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r—
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CWestern Section
3/8" = 1'-0"
I No,Deacrtptlon Date
Nama�asta 451 LOCKE RD, GROTON NY i Western Section - MECH R
Project number Project Number i o
STRAWBALE STUDIO DIssue Data M301
www.namagasta.com I Drawn by Author
Checked by Checker Scale 3/8" = T-0"
j r
I
CNorth Section _
3/8" = V-0"
451 LOCKE RD, GROTON NY No.
Namagasta
www.namagasta.com STRAWBALE STUDIO
_..._ - Loft + - .- ......
.._ — ---
�Haybale Wall
8' - 0";l
2' - 0"
0' 0 ty
Foundation
_. 4_
C.
Dole Northern Section - MECH
Project number Project Number S
Date Issue Dots M 302
Drew by Aulhor
Checked by Checker Scale 3/6' = T-7
FU
C Plumbing ISO
451 LOCKE RD, GROTON NY Nm Desor"an
NamaQasta
www.namagasta.com STRAWBALE STUDIO
o.� I Plumbing Isometric View
N
Project number Pmber I P 101
Date ,Zrseue Date
I Drawn by Author
I Checked by CMcker Scale 09
a
P301
P2 t
a
CFoundation Plumbinq Plan - Phase 3
114" = 1'-0"
� N0.
451 LOCKE RD, GROTON NY i
Deecriptlon
late
Plumbing Plan View
NamaQasta
�
Project number Project Number I c
www.namagasta.com STRAWBALE STUDIO i
Date ate i P201
Drawn by Author
Author
Checked by Checker Scale 1/4" = T-G' n_
3
P301)
DIAPHRAGM
I 1_
Loft PUMP
f.a-- - - --- ----------
-- ------ ------- - 56 GALLON
WATER DRUM
...... Hay—bal-e ON? (TYPICAL 2)
81
INSTANT HOT
WATER HEATER
20LS PROPANE
TANK
Support Wall - --------- - ----- --- --- -------- ... Suppurt NallZ
Ground
--0; - g' 4 t
t
II � r.
Foundation J177 1 J�L
-4'- 0"
=jam
O
Septic Section View - Phase 10
1/4" = 1'-0.1
0 2 Water Works Riser
3/6'= 1.-17,
451 LOCKE RD, GROTON NY No. Deact"on Date Plumbing Section View
NamagastaPMftn number Prq*d NXber
Data Issue D P301
www.namagasta.com STRAWBALE STUDIO Drawn by Author
Chocked by Checker Scale As Indicated
D
C
4 1 3 + 2
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I - ra.00
I 1s.00
I
I
12.00
I
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`-STEEL WIRE
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COMPRESSED STRAW BALE DETAIL
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I
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GRAVE
CONCRETE SLAB
B
GRAVEL (LARGE, SMALL, FINE)
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SCALE 0.12 : 1
NOTE:
1. DETAIL DISPLAYS 2 COURSES OF STRAW BALES,
4 1
0
C
8"
B
A DRAWN
VECKED 4/18/2021 NAMAGASTA.COM
Ui
TITLE
MMFG GENERIC STRAW BALE A
APPROVED WALL DETAIL
SIZE I DWG NO REV
C Ifutl_assembty 0
SCALE I rl..EET 1 OF 1
3 /F1 2 1
ADOLPHE H ALEXANDER 384
1640 EAST TULPHEHOCKEN ST
PHILADELPHIA PA 19138 g � j p 0
Gate i
Order of a& IT T o N To w N G L-F-Rk $ %t'"..00 .
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PHILAOELPHIA
FEDERAL CREDIT UNION
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