HomeMy WebLinkAboutSFRA2015-4003DATE OF ISSUANCE:
PERMIT #:
BUILDLNG PERMIT APPLICATION
PLEASE PRINT
JOB ADDRESS: Z�105— SUITE #
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR (company name):
CURRENT MAILING ADDRESS:
CITY/STATE/ZIP: �AfLVow �d)f- Fax#
PROPERTY OWNER: 0 ic4 Aj e -
CURRENT MAILING ADDRESS: t
CITY/STATE/ZIP: �)v PHONE NUMBER:
PROJECT VALUE: 4�,000,`- FIRE SPRINKLERED7 YES NO. X
DESCRIPTION OF WORK TO BE DONE: ADD a r
E_j _, A,f+ I
USE OF BUILDING OR STRUCTURE: V -S
NAME OF BUSINESS:
"Total Square Footage under roof. Square Footage of alteration/addition:
@''-1 hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
L3 I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for I & 2 family dwellings)
C9 I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAIS OM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME:
.1 V'j SIGNATURE—
PH #: FAX #:
ffCHECK BOX IF PREFERRED TO RF CnNTACTVn RV r -x4 A yi
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type: VL3
Occupancy Group:
Permit Valuation, $ c>oo .60
Fire S rinkler: YES NO -
Setbacks
Front: —
-------7
A roval to Issue
Electrical L --
Division:
Zoning: R
Occupancy Load:
BuildingDe the
Buildine Width:
Left: —
Rear: — !n
—
Plumbing t ---
WMechanical
Plan Review Approval:
Site Plan Approval:Date:
Date: I k 41- L�-
...Right:
Building Perm—it Fee:
Plan Review Fee:
Fire Department:
Date:
I,nt T)rnitingd- Fee:
Public Works Department:
Date:
Sewer Availability Rate:
Health Department:
Date:
Water Availability Rate:
Approved for Permit: >V-4
Lot Drainage Submitted:
Date: 3. 'q - 26)6
Approved:
Total Fees:
Total Amount Due:
Due:
CITY OF GRAPEVINE
MECHANICAL - ELECTRICAL PLUMBING - IRRIGATION
APR 19 2016 PERMIT APPLICATION
APR 19 2016
llffigffi�
PERMIT # /
BLDG. PERMIT#
5-5 q,0-0-
JOB ADDRESS: tLJITE #
DESCRIPTION OF W R '.k
A -1c, j'3'o-rq klop
PROPERTY OWN:
COP,QCTING COMPANY:
4441
ADDRESS:ADDYESS:
4/0_S A
Ae'
-
'54,tfj:�
_S -
& 7�?el rO-
CITY/STATET
Cl-rY/STA IP: v" oOIL
76,
PHONE NUMBER: q
,72- 9 1 9�
PHONE NUMBER:
9/ -7 7- - 5"4 -7 - .5- 7 9_7'
TYPE OF OCCUPANCY
BUILDING AREA
(SO FT)
PERMIT FEES
AMOUNT DUE
EACH TRADE
1, R-3
I - 749
$ 33.25
SINGLE FAMILY, DUPLEX
750- 1,199
$ 49.88
TOW7R07SF_'
5
$ 63.18
NEW CONSTRUCTION &
�qq
1,501 - 1,750
$ 76.48
ADDITIONS (PER UNIT)
1,751- 2,000
$ 83.13
2,001 - 2,250
$ 89.78
TOTAL SQ. FOOT UNDER
2,251- 3,000
$ 96,43
ROOF
3,001 - 3,500
$ 103.08
3,501 - 4,000
$ 109.73
4,001 - -
$ 120.37
EACH TRADE
11. A, E, 1, R-1
1 - 500
37,00
HOTELS, APARTMENTS,
501 - 100,000
$ 17.50+.035 PER
1
DRINKING/DINING,
100,001 - 500,000
$ 3,500.00+.03 SQUARE
EDUCATIONAL, ASSEMBLY,
500,001 +
$15,000.00+.02 FOOT
$
INSTITUTIONAL
EACH TRADE
111. B, F, H, M, S, U
OFFICE, RETAIL, WHOLESALE,
1 - 500
$ 37.00
GARAGES, FACTORIES,
501- 50,000
$ 32.00+.01 PER
1
WORKSHOPS, SERVICE
50,001- 100,000
$ 182.00+.007 SQUARE
STATIONS, WAREHOUSE
100,001+
$ 582.00+ .003 FOOT
CONTRACT
EACH TRADE
IV, ANY OCCUPANCY GROUP
VALUATION OF
WORK
FINISH -OUTS,
SHELL COMPLETIONS,
0- 500
$ 37.00
ALTERATIONS OR
501- 1,500
$ 45.00
STAND ALONE PERMITS
1,501- 3,000
$ 57.00
3,001- 5,000
$ 72,00
CONTRACT VALUATION OF WORK:
$-
5,001- 50,000
50,001-100,000
100,001- 500,000
500,001+
$ 27.00+.009
$ 127.00+.007 PER
$ 327.00+ .005DOLLAR
$ 1,327.00+,003 IVALUATION
EACH TRADE
V. MISCELLANEOUS
IRRIGATION SYSTEMS
'$ 37.00
MOBILE HOME SERVICE
$ 37.00
TEMPORARY POLE SERVICE
$ 37,00
SWIMMING POOLS
$ 37.00
SIGN ELECTRIC
$ 37.00 e
$
° INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (ZHRMINIMUM) ................... ....... -----.... $42.00/HCUR^
°
REINSPECTION FEES ............................ --.......... ---........ ---- ... ...... ........... ----...... n42.O0
^
PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED .... —......... ...... --........ ----... $37O0
~
INSPECTIONS FOR WHICH NOFEE |3SPECIFICALLY INDICATED (1/2HOUR MINIMUM) ........ --- ....... $42.00/HOUR
~
ADDITIONAL PLAN REVIEW REQUIRED BYCHANGES, ADDITIONS, ORREVISIONS TO
APPROVED PLANS ................ —........ ----.... ................. ..... ....................... —........... m42.0O8-IOUR
^
BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT ,
SHALL BE25%DFTHE FEES ESTABLISHED |NTHIS TABLE
COSTS—
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE
PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE
WITH THE CITY OFGRAPEVINE CODES REGULATING CONSTRUCTION. [r|SUNDERSTOOD THAT THE ISSUANCE DF
THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF
GRAPEVINE.
1 FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR
LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,
ANDTH VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST.
SLX�REOJCONTRACTQ(� OR AUTHORIZED AGENT PRINTED NAMqf
—fl-) HOMEOWNER FOR HOM`rmOWNERS PERMITS)
— `
PHONE #: EMAIL:
'OR THE TOTAL HOURLY COST TOTHE JURISDICTION WHICHEVER |8GREATER.
—ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS.
Development Services Department, Building Inspections
The City of Grapevino* P.O. Box 95104 * Grapevine, Texas 76099* (817) 4100165
A 11r,
MAI V NE Issue Date -
T E A &
7 r CITY OF GRAPEVINE
(CIRCLE ONE)
MECHANICAL - ELECTRICAL - PLUMBING - IRRIGATION - FUEL GAS
PERMIT APPLICATION
(PLEASE PRINT LEGIBLY - COMPLETE ENTIRE FORM)
PERMIT # 3
BLDG. PERMIT # qoo
DATE'
JOB ADDRESS:e T_
,41D5 61y, SUITE #
DESCBIPTION OF WORK:
cpA%j-e,f*lt-I L,- 1 A)+0 OL,
PROP EFKY OWNER: f S
CONTRACT NIS COMPANY'
ADDRESS: 4j 05 Sty"t-fL 49-,
ADDRESS:
CITY/STATE/ZI
CITYISTIE2IP71).
PHONE NUMBER: LPHONE
NUMBER:
TYPE OF OCCUPANCY
BUILDING AREA
(SQ FT)
PERMIT FEES
AMOUNT DUE
EACH TRADE
I. R-3
1- 749
$ 33.25
SINGLE FAMILY, DUPLEX
750- 1,199
$ 49.88
TOWNHOUSE,
1,200- 1,500
$ 63.18
NEW CONSTRUCTION &
1,501- 1,750
$ 76.48
ADDITIONS (PER UNIT)
1,751- 2,000
$ 83.13
2,001 - 2,250
$ 89.78
TOTAL SQ. FOOT UNDER
2,251- 3,000
$ 96.43
ROOF
3,001- 3,500
$ 103.08
3,501 - 4,000
$ 109.73
4,001 +
$ 120.37
EACH TRADE
11. A, E, 1, R-1
1 - 500
$ 37.00
HOTELS, APARTMENTS,
501 - 100,000
$ 17.50+.035 PER
DRINKING/DINING,
100,001 - 500,000
$ 3,500.00+.03 SQUARE
EDUCATIONAL, ASSEMBLY,
500,001 +
$15,000.00+.02 FOOT
INSTITUTIONAL
EACH TRADE
111. B, F, H, M, S, U
OFFICE, RETAIL, WHOLESALE,
1- 500
$ 37.00
GARAGES, FACTORIES,
501- 50,000
$ 32.00+.01 PER
f
WORKSHOPS, SERVICE
50,001- 100,000
$ 182.00+ .007 SQUARE
STATIONS, WAREHOUSE
100,001+
$ 582.00+.003 FOOT
CONTRACT
EACH TRADE
IV. ANY OCCUPANCY GROUP
VALUATION OF
WORK
FINISH -OUTS,
SHELL COMPLETIONS,
0- 500
$ 37.00
ALTERATIONS OR
501- 1,500
$ 45.00
STAND ALONE PERMITS
1,501- 3,000
$ 57.00
3,001- 5,000
$ 72.00
CONTRACT VALUATION OF WORK:
1 )
5,001- 50,000
50,001- 100,000
$ 27.00+ .009
$ 127.00+ .007 PER
IVALUATION
$
100,001- 500,000
$ 327.00+ .005DOLLAR
500,001+
$ 1,327.00+.003
EACH TRADE
V. MISCELLANEOUS
IRRIGATION SYSTEMS
$ 37.00
MOBILE HOME SERVICE
$ 37.00
TEMPORARY POLE SERVICE
$ 37.00
SWIMMING POOLS
$ 37.00
SIGN ELECTRIC
$ 37.00
C:\Users\sbatte\AppData\Loca[\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G80E6GQF\MEP APPLICATION 4-1 l.doc
m
PLAN SUBMITTAL:
WHEN PLANS ARE REQUIRED BY CODES, OR0INANCES, OR AS DETERMINED BY THE BUILDING
OFFICIAL, THREE (3)SETS 0FPLANS SHALL BE SUBMITTED )NHARD COPY FORMAT. ENGINEER SEALED
PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED B}'CODES, ORDINANCES DRWHERE
OTHERWISE REQUIRED BY STATE LAW.
OTHER INSPECTIONS AND FEES:
~
INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS <2HRK4|N|MUM>............. —........ ............... $42.00A -101-1R°
°REINSPECTION FEEG—..... ................ —....... ...... ......................... ......... .............................. —$42l0
°
PERMITS FOR WHICH NOFEE |SSPECIFICALLY INDICATED ................................ --------'$37{0
°
INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2HOUR MINIMUM) ..... ...... ...... $42.008HOUR
^
ADDITIONAL PLAN REVIEW REQUIRED 8YCHANGES, ADDITIONS, ORREVISIONS TO
APPROVED PLANS ....... —.......... ........... ........... ........ ............ ......... -----.......................
$42.O0HOUR
°
BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT
SHALL BE25Y6OFTHE FEES ESTABLISHED |NTHIS TABLE
FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH ......... ACTUAL COSTS**
| HEREBY CERTIFY THAT THE FOREGOING |SCORRECT TOTHE BEST 0FMYKNOWLEDGE AND ALL WORK WILL BE
PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE
WITH THE CITY OFGRAPEVINE CODES REGULATING CONSTRUCTION. |T|SUNDERSTOOD THAT THE ISSUANCE OF
THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF
GRAPEVINE.
I FURTHER,--CEk .1 TIFY THAT ALL "0 K P -IAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR
LOCA Wk'EGARDING ENE*' " C04SERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,
—
D,H RIFICATiON OF EV&GYUDE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST.
11
NAT �ED AGENT
(OR HOMEOWNER FOR HOMEOWNERS PERMITS)
PHONE
PRINTED NAME
EMAIL: eA,-
*OR THE TOTAL HOURLY COST TDTHE JURISDICTION WHICHEVER |GGREATER.
—ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS.
Development Services Department, Building Inspections
The City ofGrapevine * P.O.Box 9B84* Grapevine, Texas 7609 *(0l7)4l0-3165
Fax (817) 410-3012 * www.grapevinetexas.gov
mtemet APPLICATION w',oc
ENERGY CONSERVATION INSPECTION CERTIFICATION FORM
(SINGLE FAMILY RESIDENTIAL)
Project Name: 1�r- �0c)'3
Address of Inspection: 405 Smith Street
Name of Company Performing Inspection: A.C.E. Companies
Name of Certified Inspector Performing Inspection: Cherie Delude
ICC Residential Energy Inspector Certification Number: ICC8003148
In accordance with State Law (Senate Bill 5 enacted by the 77th Legislature of the State
of Texas), I hereby certify that I have inspected the above referenced structure and that
it complies with the Energy Provisions of the Residential Code and any Amendments
adopted by the State of Texas and / or the City of Grapevine.
Signature of Inspector
Development Services Department
The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165
Fax (817) 410-3012 * www.grapevinetexas.gov
O: FORMS\DSE N E RGYCODERELATED%ResidentialCompletion
Guita McIlroy
From: Jason Bimmerle <
Sent: Thursday, September 01, 2016 8:47 AM
To: Guita McIlroy
Subject: 405 Smith St Mechanical
Mrs. Mcilroy,
Bobby at Northside Air will not be the mechanical company working on this project.
CKS Mechanical is doing the work.
Thanks.
Jason Bimmerle
Bimmerle Construction Inc.
972-567-5784
Manda Pancholy
From:
David Klempin
Sent:
Thursday, March 31, 2016 1:37 PM
To:
Manda Pancholy
Cc:
Allen Hunt; Mary Bush
Subject:
RE: 15-4003 405 Smith St (Addition)
I have signed the engineers report the new foundation work.
If you have any questions or need further information, please call me at 817 454-4422 cell.
Thanks!
I. •
From: Manda Pancholy
Sent: Tuesday, March 29, 2016 2:41 PM
To: David Klempin<dklempin@grapevinetexasusa.com>
Subject: 15-4003 405 Smith St (Addition)
Plans for addition to existing house at 405 Smith St requires some foundation repair work to add second floor. CA is for
interior work and window replacements. Please let me know CA for foundation work is required or you want to sign and
approve submitted plan for the permit. The drawings are on my desk if you want to approve and sign it.
Thanks
Manda Pancholy
Plans Examiner
City of Grapevine
817-410-3160
Manda Pancholy
From: Manda Pancholy
Sent: Wednesday, November 11, 2015 3:21 PM
To: '
Subject: 15-4003 405 Smith St (Attic remodel)
Jason Bimmerle,
Please provide required information in response to following comments for converting attic into bedroom.
Comments:
Label window dimensions and sill height on the drawing.
Label ceiling height on the drawing.
Label span of ceiling/floor joist on sheet A-101.
Label size and span of beam supporting first floor ceiling joists. Clarify all walls supporting new joists are load bearing
walls at first floor.
Provide stud size, spacing and type for first and second floor.
Provide letter/ report from register engineer for integrity of existing foundation due to addition of second floor.
Any alteration at first floor level? Clarify for partial floor detail on sheet A-102.
Manda Pancholy
Plans Examiner
City of Grapevine
817-410-3160
Manda Pancholy
From: Manda Pancholy
Sent: Tuesday, January 19, 2016 4:54 PM
To: '
Subject: 15-4003 405 Smith St (Addition)
Jason Bimmerle,
In reference to drawings and engineered report submitted on January 15, 2016 in response to comments for the above
job, the engineer report for crawl space inspection shows that existing house foundation and crawl space require repair
works. The permit application submitted and Certificate of Appropriateness do not include foundation repair work.
Provide permit application for foundation repair for existing house with two sets of drawings sealed and signed by
register engineer.
Provide joists spacing for second floor joist plan sheet 02 . Floor joists layout shown on engineered drawing is not same
as architectural drawings. Provide beam detail, span and size on engineered floorjoists plan. Provide beam detail for
more than 1o' span if any.
Label window dimensions and sill height on the drawing.
Label ceiling height on the drawing.
Provide stud size, spacing and type for first and second floor.
Thanks
Manda Pancholy
Plans Examiner
City of Grapevine
817-410-3160
Oft Oft MW 00& Wft 2- a a AOMP& rM rft I a 11 Aoft
Ubt$UKNE tNUINEt:K NU
Foundation Doctor, Inc. #F-557
P.O. Box 292155 Lewisville, TX 75029-2155
(9 72) 966-0288 Fax Office (972) 318-8800
Subject: Second Floor Framing Inspection
405 Smith Street, Grapevine, TX 76051
Today I inspected framing for the new second floor at the subject residence. This framing
complies with the drawing I issued on February 6 of this year. The framing is therefore
acceptable for installation of the flooring and walls of the second floor.
Sincerely, /
Gary Os rne, P.E. #74596
Foundation Doctor, Inc. #F-557
S OFj��J%%t
GARY ARTHUk*6S*** ....
+�e�a•. • 74596
%S/ONAL�t.
Bimmerle 405 Smith Second Floor Framing. Ins April 12, 2015 Page 1 of 1
rS ...
CROSSTOWN
Date: July 15, 2016
Attention: Perma-Pier Foundation Repair of Texas and Property Owner (via email)
Subject: Post -Repair Foundation Consultation Letter
Pier & Beam
405 Smith St, Grapevine, TX 76051
Good Afternoon:
Perma-Pier Foundation Repair of Texas (The Contractor) retained Crosstown Engineering (CE) to evaluate
the installation data in conjunction with limited foundation repairs proposed by The Contractor. All
opinions provided in this report are based solely on our review of provided documentation and not by visual
inspection by CE.
29 concrete poured sonotubes with steel and 130 LF of triple 2x8 beams have been installed and the
structure was reset and re -shimmed with steel according to The Contractor. To the best of our knowledge
and based on document review only, The Contractor has performed the limited repairs in substantial
accordance with their provided agreement and limited repair plan dated 3/4/16 and our initial consultation
report dated 5/3/16, including any approved changes.
If visual verification of limited repairs is desired, please contact our office to schedule a visual inspection
appointment with one of our inspectors for a small fee. Additional limited repairs may be needed upon our
visual inspection.
A foundation and yard watering and foundation maintenance program will help control seasonal movement.
It is important that the soils be stabilized and maintained with grass or ground cover around the perimeter
of the structure. In addition, tree and shrub removal or root barrier installations are advisable if trees or
bushes are observed to be close to the foundation. Tree roots can cause "heave" or settlement of the
foundation where roots grow and absorb moisture over time when planted close to the foundation (tree roots
extend approximately as far or further than tree limbs).
We also recommend re -grading the soils around the structure to slope away from the foundation to prevent
excessive ponding near the foundation in areas that are not already sloping away. In addition, we
recommend that a full gutter system with gutter extensions be installed to discharge a minimum of 4 feet
from the foundation (not in landscaped flower beds or any other location that will trap water near the
foundation). Ponding near the foundation can cause "heaving" (upward movement of the foundation),
settlement of the foundation due to overly saturated clays soil or erosion of soil embedment around the
foundation.
If the owner, at any time, observes standing water near the foundation, we recommend that they consult
with an engineer or a drainage contractor immediately.
We recommend pre and post -lift plumbing tests be performed on the sewer and potable plumbing lines.
1 of 3
Observations:
Based on the observations made by The Contractor, and our observations of the pre -repair foundation
elevations/observations provided by the Contractor, the structure has experienced foundation movement
over the life of the structure.
Expectations:
Because the structure has endured pre -repair foundation differential movement, residual differential
elevation and other cosmetic issues may remain such as door sticking and doorway leaning following the
limited foundation repairs.
The soils beneath and surrounding the structure are known to shrink and swell as the seasonal soil moisture
content fluctuates. Moving forward, we anticipate that some cracks in the interior and exterior walls will
surface due to seasonal movement within the soils, even after foundation repair. Periodic repair of this type
of cracking will be required.
Scope of Work Limitations:
Crosstown Engineering has provided a review of the provided documentation only and has not been retained
to provide a visual inspection of the property. This report is for informational purposes only and is not
intended to provide a detailed inventory of defects or a technical evaluation of the property. The
Contractor's inspection excludes the framed superstructure, detached buildings, privacy or retaining walls,
general site drainage away from the structure, material and soil sampling/testing, and verification of
concrete reinforcement or knowledge of the location of interior grade beams, boxed structural members not
in plain sight or previous repair work.
Disclaimer and Disclosure:
We do not warrant the future performance of the subject foundation and the reader is urged to review the
attached Disclosure & Disclaimer for other limitations and standard recommendations. The limit of liability
shall be limited to the fee paid for this opinion. No further agreement shall be made, altered, or varied
except by written instrument.
The above referenced inspection was to document the limited repairs implemented by The Contractor.
Crosstown Engineering, Inc., nor Adam Green, P.E. are responsible for liability to the owner or others for
acts or omissions of The Contractor to carry out the limited repairs in accordance with their agreement nor
are they responsible for the construction means, methods, techniques, sequences, procedures or the safety
precautions incident thereto. The Contractor is solely responsible for the warranty of the work they
performed in accordance with their agreement.
Sincerely,
Crosstown Land Development Services
Texas Engineering Firm (F-15944)
Adam Green, P.E., MBA
Professional Engineer (TX #116597) 7/15/2016
2of3
OF.T'�ckq,tl
4t
_ e
ADAM A. GREEN o
j o 116597 w>
+44Oc �10ENS'9.
S/ONA�
DISCLOSURE & DISCLAIMER
It is known to knowledgeable professional engineers that the soils in this area are subject to movement due to
expansion, contraction or densification of the soils etc. This soil movement could possibly cause the foundation to
move after the remediation plan within the attached report has been implemented and may impact the stability of the
foundation and cause damage.
NO WARRANTY IS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFORMANCE OF THIS
FOUNDATION OR THE LIMITED REPAIRS THERETO. Diligent foundation maintenance to maintain consistent
soil conditions along the perimeter should reduce further problems after the recommendations within this report have
been implemented. However, seasonal moisture variations, water leaks, erosion and other factors may affect the
stability of the foundation and put it in danger of further damage.
REPORT LIMITATIONS
This report is written for informational purposes only and is not intended to be a detailed technical evaluation of the
property or an inventory of defects. The opinions expressed in this report are based on a visual evaluation of current
conditions observed at the time of the inspection. THERE IS NO WARRANTY, EXPRESSED OR IMPLIED,
CONCERNING THIS ENGINEERING REPORT.
The information in this report supersedes any verbal comments, expressed or implied, made by Crosstown Land
Development Services or its principals, agents or employees. The client agrees that CLDS nor its employees or owners
will be responsible for:
1. Knowledge of the subsurface conditions without extensive geotechnical
data obtained from onsite drilling and testing of the recovered samples,
2. Knowledge of cracks, vertical differential displacement of floors without
uncovering of the floor by the client; and
3. Any other element such as joists or beams and other structural members that
is boxed or otherwise not readily available to OLDS for viewing, and
releases CLDS from any liability attributable to such knowledge or
conditions.
Any prescribed repair or maintenance plan detailed by this report is based on observations of apparent performance
of the facility at the time of this structural survey. Compliance with any code or specification other than as expressly
noted is specifically excluded.
The provided Floor Elevation Map and resulting recommendations are based on conditions as they now exist and
DOES NOT IMPLY OR WARRANT THAT OTHER PROBLEMS AND OR AREAS MAY NOT MANIFEST IN
THE FUTURE.
This report was prepared expressly for the client and expressly for the purposes indicated by the client. Permission
for use by any other person for any purpose, or by the client for different purpose is denied unless otherwise stated in
writing by CLDS.
CLDS SHALL HAVE NOT LIABILITY FOR ACTS OR OMISSIONS BY THE CONTRACTOR OR HIS
SUBCONTRACTORS PERFORMING WORK ON THIS PROJECT, OR THE FAILURE OF THE CONTRACTOR
TO PERFORM THE WORK IN ACCORDANCE WITH THE REPAIR PLAN. CLDS IS NOT RESPONSIBLE FOR
THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE
PRECAUTIONS INCIDENTAL THERETO.
CLDS expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE and the client
expressly disclaims that it has contracted for or received any warranty of fitness for a particular purpose with respect
to this report. THE REPORT UNDER THIS AGREEMENT IS THE OPINION OF CLDS AND THERE ARE NO
WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT.
3of3
Common residential building comments, items requiring correction in field
*Alternative bracing required at all short returns / short walls less than 4' in width.
*Walls with penetrations 2" or greater require 2"x6" construction.
*No air test to be conducted on P.V.C. pipe.
*Wet locations' require moisture resistant finish / non-absorbent substrate to 72" A:F.F.
*All ufer grounds require inspection at time of foundation inspection.
*All joints / splices in grounding require access panel for inspections.
*Provide arc fault protection in all bed rooms.
*5/8" type --x gyp. board required at garage ceilings when living area above garage.
*5/8" type -x gyp board required for under stair protection.
*Bedroom windows /emergency egress to meet requirements of 2006 I.R.C. for
minimum size, net openings, minimum opening dimensions and maximum sill heights.
*Fireplace hearths for masonry fire places with fire box openings less than 6sq' are 16"
to front and 8 to sides, greater than 6sq' are 20 to front and 12" to sides. Factory built
fire boxes are required to have hearths sized per manufacturer's instruction.
*Vent less gas appliances are prohibited,
*Open top broilers require exhaust hood and duct per 2006 I.R.C. requirements other
ranges to be vented per manufacturer.
*Lintels to be bolted to bearing materials.
*Brick / masonry may not be supported directly upon wood construction,
AESIDENTIAL CODE NOT S 20V%
NOTE: All code references shalt apply to the 2006 International
Residential Code or to Local Amendments if applicable.
Stairs:
• Stairs shall be constructed in accordance with Section 311 International Residential Code
2006.-
e Handrails shall be continuous over all treads in each flight. Intermediates newel posts may
interrupt handrail only at a change in direction. Circular handrails cross section shall be 1 '/
inch min. & 2 5/8 inch maximum diameter. Handrail height shall be from 34 to 38 inches at
the nose of the tread. Handrails may change sides of a stair only at a landing.
• Maximum rise shall be 7 3/4 inches and minimum run shall be 10 inches. The largest rise and
run shall not vary from the smallest by more than 3/8 of an inch in any one flight.
® Winding treads shall have a minimum width of 6" on any tread and a run of 10 inches
minimum, measures 12 inches out from inside edge.
Hearth Extensions:
Hearth extensions for site built masonry fireplaces shall extend at least 16 inches in front of
and at least 8 inches beyond each side of the fireplace opening. Where the fireplace opening
is 6 square feet or more, the hearth extension shall extend at least 20 inches in front of & 12
inches beyond each side of the fireplace opening. Section R1001.10, 2006 I.R.C.
Hearth extensions for factory built fireplaces shall be 20 inches for 42 inch wide fireboxes and
16 inches deep for fireboxes 36 inches wide, or 'install according to the manufacturer's
-specifications. Hearth extensions shall be readily distinguishable from the surrounding floor
surfaces. Section 81004.2, 2006 I.R.C.
AskeDetectors:
Smoke detectors shall be wired in series so that when one sounds all sound,
Smoke detectors shall be located by symbol.
EgressWindows:
Egress windows shall have a clear opening with the following dimensions:
inimum Height 24 inches
Minimum Width 20 inches
Minimum Opening 5.7 sq 'ft. (5.0 sf at grade level)
Maximum sill height 44'inches
Minimum sill height 24 inches
Safety lazing:
(!G Safety Glazing shall comply with Section R308, International Residential Code
__) and located where indicated by symbol,
Brick onWood:
Brick on wood shall comply with City Of Grapevine standard detail or shall be engineered. Wood
in direct contact with earth, masonry or concrete must be treated per Section 319 International
Residential Code. Provide masonry wall ties per Section R703.7.4, 2006 I.R'.C.
FramingDetails:
• Valley rafters shall not be shaved.
• Plat valley rafters are not allowed.
• Gables without a continuous top plate shall be sheathed with Y2 inch plywood.
• Wood framing shall comply with International Residential Code Chapter 6.
® Provide attic access, draft stops & ventilation per Section R806 and R807, 2006 I.R.C.
• Braced wall panels (windbracing) shall comply with Section R602.10, 20061.R.C.
Water Heaters & Plumbing:
• Water heaters are not allowed in attics. ;
® T & P relief lines are not allowed in slabs.
• Internal diameter of temperature and pressure relief lines shall not be less than the internal
diameter of the Temperature and pressure relief valve. One example would be % inch
CPVC.
• Water heater and all appliances located in a garage that generate a glow or a spark shall be
raised 18 inches above finished floor of garage'.
• No Gas lines are permitted in our under a Concrete Slab,
® Hose bibs shall have an integral anti -siphon valve.
echanical & Electrical:
• Furnaces in attics shall be provided with a deck walkway 24 inches wide from access point.
• Furnaces shall be provided a 30 inch deep work platform on the service side of the unit with
a 110 volt electrical outlet and a light that is switched on at the attic access point.
• GFI protect outlets in accordance with article 210-8,`2005 N.E:C, Ali outlets in a bathroom,
all outlets within 6 feet of a sink, all exterior outlets, and all outlets in the garage that are not
dedicated shall be GFI protected. Mount Garage Electrical Outlets 18 inches above finished
floor.
• ARC -Fault Circuit interruption required for all bedroom receptacles.
• Door jam switches shall be housed in an approved box.
• Process access panel for hydro -massage pump. GFI protect hydro- massage pump motors:
Bond pumps motor to cold water pipe, if metallic, with minimum number 8 copper wire.
0 Mechanical exhaust fans are required in toilet rooms, bath rooms and laundry
rooms, such mechanical exhaust systems shall be capable of 5 air changes
per hour and be ducted directly to the exterior Section R303.3,-20061:R.C.
TermiteProtection:
Soil treatment shall be performed in accordance with section R320, 2006 I.R.C. An affidavit shall
be submitted by the licensed applicator to the Building Department' certifying that the work was
performed as required by this section.
Sheetroek on coiling floor/coiling:
For 16 inch joist spacing, minimum /2 inch gypsum board shall be required. For joist spacing on
24 inches, 5/8 inch gypsum board, or %2 inch sag resistant gypsum board shall be used. See table
8702:3.6, 2006 I.RC.
Energy Conservation:
in accordance with State Law, all construction must comply with the Energy Conservation
Provisions of the I.R.C. Documentation must be submitted to the Building Department, prior to
requesting' final inspection, verifying that the structure was inspected and approved by a Certified
Energy Code Inspector.
0:FORMSOSPIanReviewCommemMesiderdialCodeNoies2009
WOW Revised 3/2009
GRA aI1.� 1G
A
PROTECTION AGAINST TERMITES
PERMIT NO. ADDRESS:
BUILDER:
The above referenced address meets or exceeds the requirements for protection
against termites set forth in the 2006 International Residential Code and the treatment
was done in compliance with the Regulations of the Structural Pest Control Board of
Texas and the EPA Registered Manufacturer's Directions for the Use of Pesticides.
71 1111111111
• �:` ••'
• *T
Phone No.;
State License No.:
STATE OF TEXAS
COUNTY OF
I , being duly sworn both deposed and say that
the information contained in the above application is true and correct to the best of my
knowledge and belief.
Signature Date
Subscribed and sworn to before me this day of 20
A.D.
Notary Public in and for the State of Texas
WFORMSM CONTRACTOR FORMS\TERMITE PROTECTION.doc
0907
VINE
T F1 11 A S
CONSERVATIONENERGY 1CERTIFICATION
(SINGLE FAMILY RESIDENTIAL)
Project Name:
Address of Inspection.
Name of Company Performing Inspection;
Name of Certified Inspector Performing Inspection:
ICC Residential Energy Inspector Certification Number -
In
umberI accordance With State Law (Senate Bill 5 enacted by the 77th Legislature of the State
of Texas), I hereby certify that I have inspected the above referenced structure and that
it complies with the Energy Provisions of the Residential Code and any Amendments
adopted by the State of Texas and l or the City of Grapevine.
Signature of Inspector
Development Services Department
The City of Grapevine * P.Q, Box 95104 *'Grapevine, Texas 76099 * (817) 410-3165
Fax (817) 410-3012 * www.grapevinetexas.gov
Regarding: 405 Smith Street, Grapevine, TX 76051
CONTRACT("'fr", St -W. -L CALL- FOR
i N S P IECT 0 N� S
(817 R
CONTRX3 RE'3��STRATION
W1,1 BE REV0111,,',11�"D UPON
PEI -WIT EXPIR, "ION.
Inspection conditions: This Limited Inspection was restricted by extremely muddy conditions in the
crawl space and by having sprayed insulation covering the wood framing. There are also flex type air ducts in
the crawl space that further obstruct access. This inspection report is not an exhaustive list of defects, existing
or potential and should not be construed as a "board by board" identification of damaged wooden members
within the crawl space. This inspection is limited to the original house floor framing and not that of the
addition.
1. Crawl space:
• Extremely muddy conditions. Drainage corrections should be made.
• Gas could be smelled at one connection. The gas systems should be tested for leaks and repaired as
necessary. C
Ul
• Significant amounts of trash and debris in the crawl space should be removed.
cr)
• The house is supported by block and base supports. Some of the support pads are not centered to the z L
blocks and need to be corrected. C) q
0.
® The shims at the original beams are under -sized. These shims should be replaced with shims that fully Cf)
span the width of the beam at each location, LU
M C
• Some of the original beams are now not supported due to how the last contractor performed shim work.
The shims were installed under the added beams but not under the original beams.
• The original form boards at the front porch should be removed.
2. Beams: The original beams around the perimeter and under the interior walls are 6"x8" in size. Down
the middle of the house the beam is 6"x8" with a 2"x4" ledger on both sides. At the kitchen wall there is a
6"x6" original beam with no support blocks under it. There are several other newer added double 2"x6" beams.
One of these newer beams is twisting over and needs to be corrected. Another of these newer beams needs to
have the end support corrected. of,/-
i4iOe� 5130h. Ln
0
3. Joists: Are 2"x8" members spaced on 19 inches. The joists under the front dining room run from the
front to the back of the house. The joists everywhere else run from side to side. No joist recommendations.
4.Sub floor: Could not be seen due to the sprayed -on insulation.
K,2
GARY ARTHUR OSBORMO
Regarding: 405 Smith Street, Grapevine, TX 76051 T
....... 745964 , , , ,
C E N
OFFICE COPY
C A * 1 S'_ 9-1 -
405 34-"
76 -0 -
I A
I flul I v quo
NO
I A
I flul I v quo
FEeIdnotes #2
RELEASED FOR CONSTRUCTION
OR
R `E bo 0 %E ANY WORK-IN CONFLICr
ELEAs 11 N ; NOT,
WI'THTHibILbINtk'c'b ',�bNlNdOhDINANCE.
, I 15 ITREZ.
OLAN T&%446PT ON
THE JOB AT ALL TIMES
0
DATE: E3y* POOL
8UILDING INSPECTION DIVISION
RELEASE DOES NOT APPLYTo CONSI RUGTfON IN
i7l''IREE EASEMENTS OR PUBLIC RIGHT-OF-WW�RGE
12'AWAY ALL QHANGOI���'I�PP Q
0
_5j"
(L
GRAVEL AROUND
MUCH OF FOUNDATION -
FAIRLY FLAT
11
36"TREL
40'AWAY
0
24" TREE
50'ANVAY
AGE= 116
6 IREE 0
6 AWAY
- F26 0,01,
SECOND
COVERED
CONCRETE
PORCH
5
COVERED
WOOD DECK
TMS REPORTDOES NOT PREDICT OR WARRANT
TM FUTURE PEMRUMCE OF THE FOUNDATION.
A 5110FYN,STVIION IYLKING 3{EPAEV,AND AN
_M-AfTAMFlYSVfZVE V(w'111E AHIi
SDI` ArrACII. A) lkz'Vla�,Tr
N01 A 1 DIMPT- I S & It 17 S I A �WN,
-0.7" Kn)CHEN AW.
+17"KASTERBEDAW.
9 -PIPED DOWN
5 . 9 5 7" -65' ' SPOUT (TYP)
-6,I°
-4. 1
1.8" -2.4" -16"
0 v v
24"
TREE lo-rREE
I V AWAY' IT AWAY
6 1 e- A
31))
iMS'I'MA., X BE1W iN
30'()
FOUNDAI'10N AND EACtl TREE W1111IN3 F 0
F0 Nl),,% �,RON, 27"TREE
38' AWAY
BlMl\/1E,Rl,E CONS'TRU'CTION
SWUM
OSBORNE ENGINEERING
FOUNDATION DOCTOR, INC F S57
P.O. Box 292155 LEWISVILLE, TX 75029-2155
*FFICE: (972) 318-8800 Gary0sbomepE@Gmaii.com
»a• r•. OF TIMFOUNDAWN.
RELEASED FOR CONaTRUCTION Tm F-tpoRT DoEs NOT mwxT OR wA'J*n
SHE E7% OF:
14ELEASE DOF$ NOT AUTHORIZE ANY WORK IN CONFLICT
WITH TH15,19ULDNO CODE OR ZONING ORDINANCE,
THIS PSN TO BE KEPT ON
THE JOB AT ALL TIMES
DATE'- BY
BUILDING INSPECTION DIVISION
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RlGF-IT-OF-WAY,
ALL-QHA-N6ff-V—W9nE A
ff"-Ej%PR0VE-Q
R�
COVERED
Y WOOD DECK
GRAVEL AROUND
MUCH OF FOUNDATION -
FAIRLY FLAT
BEAM REINFORCEMENT (TYP.)
F.UpAm
ff
-0.7'KrrCMNJnr.
willifigplal 0 . I
�0
OIL
i4pe-
REPAIR CRAWL SPACE PER CRAWL SPACE INSPECTION
REPORT ATTACHED.
ADD 2x2"x6" REINFORCING TO CRAWL SPACE BEAMS USED
TO SUPPORT NEW SECOND FLOOR JOISTS.
NEW MEMBERS MUST BE BOLTED THROUGH OR SCREWED
WITH 5"SCREWS TO EXISTING BEAMS
SPLICES IN NEW MEMBERS MUST BE OFFSET FROM OTHER
NEW SPLICES AND FROM EXISTING BEAM SPLICES.
ALL NEW MEMBERS MUST BE TREATED WOOD.
NEW SPLICES MUST BE OVER PM:ZS.*- 6)015-t t W 4r AS V
SHIM EXISTING FLOOR HIGH POINT LOW
r-4 IF POSSIBLE.
c')vj'DF- REWSISQ060
G0EC-ta CrAml 0 S, r3v
31
,ST= -ALF -0 AND Si6rjNJF-0 LC--(rC-17 r'bQ
opj SITP, lospF-e-11'e) W r+,t4o A%ppj'avVAL
OV: pl,,JAL FoL)N0r-"Vll0K\ WD'Zk--
F-111:iati�&vj
AgingliTint
=11m iqavffjLI&Tjl I
a
THIS REPORT DOES NOT PREDICT OR WAR?-kVr
RELEASED FOR CONSTRUCTION
THE FUTURE PERFORIMAMM OF TIM 17OLNDAUON.
cv SHEET- OF:
<; RELEASE DOES NOT AUTHORf7E ANY WORK fN CONFLICT
(Y 7' WITH THE BUILDING GODE OR ZONING ORDINANCE, 0,7" KITCHEN AD].
2.7" MASTER BED ADJ.
11-41S PLAN TO BE KEPT ON
THE JOB AT ALL TIMES
DATE,- . t POOL
'2 �R
%j BUILDING INSPECTION DIVISION
w
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
0. EASEMENTe- T -OF -WAY.
ALL (CHANGES MOT BE AF�-&--QVED
Q (X w COVERED
ADDITIO'N
'7 WOOD DECK
a
Ut
t7EDDOWN
�j SPOUT (TYP)
L I —
ADDITION
0 w Lu
lz
CL
GRAVEL AROUND
MUCH OF FOUNDATION -
FAIRLY FLAT
SECOND FLOOR JOISTS (TYP.)
El
m
•
ill molawAm.
DOUBLE 1,75"x9.25" LVL BEAM (TYP.)
E--2.0, Fb=2,500 OR GREATER.
SIDE-TO-SIDE BEAMS MUST BE
UNDER BEDROOM SIDE WALLS.
COVERED
CONCRETE 6yvk
- ------------
PORCH
- ------------
4Pc 313ih�-
ALL NEW FRAMING MUST MEET THE REQUIREMENTS or THE
2012 IRC AND THE ANSI WOOD FRAMING CONSTRUCTION
MANUAL.
@
SECOND FLOOR JOISTS ARE DOUBLE 2"x10" MEMBERS16"
U.O.N. SOUTHERN PINE IS NOT ALLOWED. ALL HEADERS OVER
YDOORS AND WINDOWS IN WALLS USED TO SUPPORT SECOND
FLOOR MUST BE DOUBLE 2x2"x10". DASHED LINES INDICATE
DOUBLE LVL BEAMS (4 REQ'D.)
ALL FLOOR JOISTS MUST HAVE AT LEAST 2" OF BEARING AT
EACH END OR BE SUPPORTED WITH JOIST HANGERS,
ALL REQUIRED ENGINEERED BEAMS SPANNING NO MORE THAN
10'MUST BE3x2"xlO". CONSULT ENGINEER FOR ANY LONGER
BEAMS NEEDED.
I APPROX. SCALE: 1 15'-0"
f-% 3E ENGINEERINGi
FOUNDATION DOCTOR, INC, F-557
P.O. Box 292155 LEWISVILLE, TX 75029-2155
OFFICE: (972) 318-8800 Gary0sbomePE(&Gmail.com
"LL
,Tloq
N
(4
----I----- - -
----------
I----------
CHANGES 0,EQUIRE
I----------
APPROVAL
OF REVISED PLANS
APPROVED PLANS SHALL BE
PT ON JOBSI'TE AT A' L TIMES
SEPMATE PLLORWA NIECHMICA,
REMICAL AM SIGN PMW76
GKQLBgfwjQuvwa
-r lic-1 wc-s#4
2ND FLOOR PLAN
'2
_T
OaDELBAPEYM
RELEASED FOR CONSTRUCTIOI. -�_UiNbTKUGTION FOR IST FLOOR 15 2X4 STUDS
i GENERAL NOTES: 1
'16O.C. WITH LATH 4 PLASTER.
S
H . 2. 2ND FLOOR NEW WALLS TO BE 2X4 STUDS e le,"O.C. EL7
poi -
OFa WITHI/2" GYP. BOARD. i L
1 ST FLOOR PLAN/ CEILING JOIST PLAN
SCAL_ 1/4" = V-0"
TYPE i I
I UIININCs
wiNcow ec7H_Er)u-Lf-
MARK &ZE
UR
7 l
HE"
DER
-�
OWIDTH Pffi�—E5
Ff-1PTEFELC-EEXIL116 IEJ COW
Fl_) VD�]F_Y—SfZ_E
-w1c2 4_G _REPL4CEEXI6FGUNClUUT_-
0
Z:)
m
DA --
47-01/2!
CEIUNG ASSEMBLIES W/O IOR APPROVAL
C
09/ 2!21015
2x-,
THE BUILDING OFFICIAL
T
Scale, REF PLAN
TP -C -AD to,ii,
17 "17:`1 0100001 im"
Job 405 5171TH _5T
LOF "'
Ex, Tla
OPFANG
1/1---------- ------
I
RPF -ACE EXI &T411r, ILI IDOL
A U,
-HEiJJJ' DOW TO 7-11
ExjeTi�Ar_ 5TYLIE COLOR t 5�ZE
FIELD V=�'F�
- 6,z=
A_%
-J,
AL
L 55 pi
W�H LUC MAT=f
CISE_
-NT U;,,"
7 TO ,A7;H EX5
PRO�`li GElIC
ROLL UP LADS R 1; 43
"LL
,Tloq
N
(4
----I----- - -
----------
I----------
CHANGES 0,EQUIRE
I----------
APPROVAL
OF REVISED PLANS
APPROVED PLANS SHALL BE
PT ON JOBSI'TE AT A' L TIMES
SEPMATE PLLORWA NIECHMICA,
REMICAL AM SIGN PMW76
GKQLBgfwjQuvwa
-r lic-1 wc-s#4
2ND FLOOR PLAN
'2
_T
OaDELBAPEYM
RELEASED FOR CONSTRUCTIOI. -�_UiNbTKUGTION FOR IST FLOOR 15 2X4 STUDS
i GENERAL NOTES: 1
'16O.C. WITH LATH 4 PLASTER.
S
H . 2. 2ND FLOOR NEW WALLS TO BE 2X4 STUDS e le,"O.C. EL7
poi -
OFa WITHI/2" GYP. BOARD. i L
1 ST FLOOR PLAN/ CEILING JOIST PLAN
SCAL_ 1/4" = V-0"
TYPE i I
I UIININCs
wiNcow ec7H_Er)u-Lf-
MARK &ZE
UR
7 l
HE"
DER
-�
OWIDTH Pffi�—E5
Ff-1PTEFELC-EEXIL116 IEJ COW
Fl_) VD�]F_Y—SfZ_E
-w1c2 4_G _REPL4CEEXI6FGUNClUUT_-
0
Z:)
m
DA --
47-01/2!
09/ 2!21015
FOR PERMIT
Scale, REF PLAN
Job 405 5171TH _5T
HOUSE RE;10GEL
Sheet Number:
A-101
SHEET 1 OF2
past %t pec -riot
1ST FLOOR ELECTRICAL PLAN P2t>V% ,, QC-% 3\\�SEC4T '2 SECTION
SCALE: 1/4 o ' ,...._i
RELIEASE DOES NOT AUTHORIZE.
RILL 4��K IN CONFLICT
LEGEND WITH THE BUILDING CODE OF G ORDINANCE.
ISP 'T ON
E
JOB TL ;4ES - e
i
i
DATE
-- _
r 'b
/ 3BUILDING fiV E F4C SiQN
RELEASE GOES NOT APPLY'Ff 48TRt1TION IN
EASEMENTS OR PtjBur; HF -OF -WAY, �
��� p a< - -
, „ .V, A APP iO�LEQ
't f t IC - i m
SECTION NOTES:
C—LE\ ,per eT$ $ p® i - ----
lC--Is LA
1. NEW -) CEILINGJ015T, SE
\ rED
CEILING JOIO5T PLAN (A-100 FOR JOISE51_E
2. NEW 515TERED 2X6 RAFTERS WITH BATT
INSULATION CR -2C BETWEEN.
iii..,., ---- --- — — -
1
I
( I
�
�WP
I
1
( 1
1
I
� I
I
� I
w
/
/
\ I
=1 v
/ � N
I"— — — — — — — — — — — — — — — — — — — — — — — — — — —
LMC-F:EXHAVS-t PAW
I I
smo
l --' e C
I
I
2ND FLOOR ELECTRICAL PLAN
LE III
SKVLOEPEQUIRM
SECII] ION
4 ,`SECTION
SOUTH ELEVATION
5 SECTION
I
( I
I
I
I
� I
� i
I
1
( 1
1
I
� I
I
� I
2ND FLOOR ELECTRICAL PLAN
LE III
SKVLOEPEQUIRM
SECII] ION
4 ,`SECTION
SOUTH ELEVATION
5 SECTION
--------------------------------
FLOOR PLAN/ CEILING JOIST PLAN
F-115TIN6 YE5ROW EX15TiNrl
J DOW TOR : AIN CHIMNET
MAFR<
WIDTHT
----------------------
IAITI I
N�
SOLID GORE
INJOF
MTIN
OPENIN
T
'ASTER
3-6 UWIALL.T AILT'NS �T- v
-----------
< <U
NOV 4 2015
60- 4�00 '15
GLb5ET
2ND FLOOR PLAN
t- -SCALE. 1A = i'-0"
! RE PLACE TO ALLOW EGRESS PEI CODE
LCOO ULTIMATE �RENCH
GA5EMEN- LUNDOW,
:FAINTT0rATC:PEM*-ING,
PROV'VE =�ERGENCY
ROLL UP I-ADIDERINSIDE
FLOOR PLAN/ CEILING JOIST PLAN
F-115TIN6 YE5ROW EX15TiNrl
J DOW TOR : AIN CHIMNET
MAFR<
WIDTHT
DOOR
SIZE
HEIG=HT
IAITI I
3-6 UWIALL.T AILT'NS �T- v
-----------
< <U
NOV 4 2015
60- 4�00 '15
GLb5ET
2ND FLOOR PLAN
t- -SCALE. 1A = i'-0"
! RE PLACE TO ALLOW EGRESS PEI CODE
LCOO ULTIMATE �RENCH
GA5EMEN- LUNDOW,
:FAINTT0rATC:PEM*-ING,
PROV'VE =�ERGENCY
ROLL UP I-ADIDERINSIDE
FLOOR PLAN/ CEILING JOIST PLAN
DOOR AND r
MAFR<
WIDTHT
DOOR
SIZE
HEIG=HT
NOTES
TYPE
SOLID GORE
SECTION
1ST FLOOR ELECTRICAL PLAN
SCAE '1' 'J'
E
2ND FLOOR ELECTRICAL PLAN
J)-;� I-.
�4
I
SECTION NOTES
F
I- NEW REINFORCED CEILING JOIST, SEE
CEILING JOIST PLAN (A -IOP FOR JOIST SIZE.
i2. NEW 515TERED 2X6 RAFTERS WITH BATT
1 N51LILATON (R-20) BETWEEN.
TRIM
M TO 'ElAll
REPLACE EXISTING
PA7JT TO TSATCH EXISTING
SECTION
SECTION
SECTION
SCALE —1/4- 1*D'
!�Tnr,
A
C.
P'r
IF of
t
m2=>'
2P
m�0
IS 71
?<
z
REVISIONS
DATE
0
o
15 E DOTE
09.'21/2015
,FOP PERMIT
I,-,, -F. PLAN
We— mvw
Job 405 SMITH ST.
HOUSE REMODEL
Sheet Nomber.
A-1 O2
SHEET 2 OF 2
r7li
SECTION
SECTION
SCALE —1/4- 1*D'
!�Tnr,
A
C.
P'r
IF of
t
m2=>'
2P
m�0
IS 71
?<
z
REVISIONS
DATE
0
o
15 E DOTE
09.'21/2015
,FOP PERMIT
I,-,, -F. PLAN
We— mvw
Job 405 SMITH ST.
HOUSE REMODEL
Sheet Nomber.
A-1 O2
SHEET 2 OF 2