HomeMy WebLinkAboutSFADD2025-000784 6
RECEIVED: 2/27/2025 DATE OF ISSUANCE: v
25-000784
1755 PALO DUO TRAIL PERMIT
GREENHOUSE ADDITION
ELECTRONIC REVIEW
ADDRESS:JOB SUIT
L T: BLOCK: SUBDIVISION:
BUILDING (company name):
CURRENT MAILING ADDRESS:
CITE`/STATE/ZIP: ;. --PH:# Fax
PROPERTY OWNER:
CURRENT MAILING ADDRESS:
C Tt'/STATE/ZIP: PHONE NUMBER:
PROJECT VALUE: FIRE S IN L E ? YES NO
WHAT TRADES I ELECTRIC PLUMBING ING MECHANICAL
ANICAL
DESCRIPTION F WORK TO BE ONE:
USE OF BUILDING OR STRUCTURE:
NAME OF BUSINESS:
Total Square Footage under roof- Square Footage of alteration/addition:
I hereby certify that plans have been reviewed and the building will be
alterations and additions)
I hereby certify that plains have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for I & 2 family dwellings)
El 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, ADDITION'S N'S AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
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 ACCESSI ILITV BYTHE OITY. AND THAT THE
DESIGN PROFESSIONALIOWNER IS RESPONSIBLE FOR OBTAINING SUCH AP: __. V. , L, F 2O i THE APPROPRIATE STATE AND
OR FEDERAL AGENCY( ).
PRINT NAME: SIGNATURE
PHONE EMAIL:
CHECK F PREFERRED TO BE CONTACTED BY E®.= AIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction T °e: PermitValuation: Setbacks A naval to Issue
O
ccu mne Grou Fire S- rinkler: YES If1 Front:l Electrical
Division: uildira e, the Left: Plu bin W
onin .: uildinWidth: car: Mechanical
ccu anc Load: = Grease Tra; Ri, ht: Hood
Plan Review A rcav t ate: uilin . Pe it Fee:
Site Ilan roval: ate: Plan Review Fee:
Fire De artmerlt: ate: Lot Draina e Fee:
Public Works Deartrnent: ate- Sewer Availabilit ate:
Health e artment: ate: Water Availabilit ate:
Approved for Permit: ate: Total Fees:
Lot Drainage Submitted: approved: Total AmountDue:
F,0ROX 45MA GRAPEVINE TX 760QS W7s A!D-S,85 G�tif+'.M�tS�IifTER4:hEi.A�'"SLic:ATf#�h� 461?.Rea. 11!04 G062r,
ADDRESS
1755 Palo Duro Tr,
Grapevine, TX 76051
LEGAL
La Paloma Estates
Addition Blk 6 Lot 19
S
La Paloma Estates
Addition Block 6 Lot 19
PERMIT HOLDER
J P Bains
Four Seasons Sunrooms
(972) 931-7888
COLLABORATORS
•J P Bains
Four Seasons
Sunrooms
(972) 931-7888
•JP Bains
Four Seasons
Sunrooms Dallas
(972) 931-7888
OWNERS
•Matthew Johnson
INSPECTIONS 5
1. Building Setback
2. Building Foundation/Footing
3. Building Framing
4. Lot Drainage Inspection
5. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)J P Bains
**APPLICANT PHONE NUMBER 9729317888
APPLICANT E-MAIL
VALUATION 49992
Square Footage 234
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP R-3
DOCUMENT - LOT DRAINAGE PLOT
PLAN (CITY STAFF USE ONLY)LOT DRAINAGE APPROVALS.pdf
DOCUMENTS - MISC 01 1755 Palo Duro Permit application.pdf
DOCUMENTS - MISC 02 CONSTRUCTION PLAN.pdf
DOCUMENTS - MISC 03 1755 Palo Duro lot drainage.pdf
* ZONING DISTRICT R-7.5
FEE TOTAL PAID DUE
Building Permit Fee, R-3
(Addition) SF $ 234.00 $ 234.00 $ 234.00
TOTALS $ 234.00 $ 234.00 $ 0.00
READ AND SIGN
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.
City of Grapevine
PO Box 95104
Grapevine, Texas 76099
817) 410-3166
Building - Residential
Addition
Project # 25-000784
Project Description: Addition of a 13x18 Pre-fabricated
Aluminum & Glass Greenhouse with Slab (No A/C, All Glass
Tempered Safety) [ELECTRONIC REVIEW]
Issued on: 03/13/2025 at 3:44 PM
MYGOV.US 25-000784, 03/13/2025 at 3:44 PM Issued by: Connie Cook
Page 1/2
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 APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL
AGENCY(S).
March 13, 2025
Signature Date
City of Grapevine Building - Residential Addition
Project # 25-000784
NOTICES
1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE.
** ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) City Approved Stamped Plans must be on-site for ALL INSPECTIONS.
3) Project address must be clearly posted at the job site.
NOTES
> 24 HOUR INSPECTION NUMBER
METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION IS 12:30 P.M.
> PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE.
THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR
GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND
COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY
VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF
GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA
SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING
CORRECTIONS OF THE CONSTRUCTION ITSELF.
MYGOV.US 25-000784, 03/13/2025 at 3:44 PM Issued by: Connie Cook
Page 2/2
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GENERAL NOTES
MINIMUM DESIGN LIVE LOADS ARE IN ACCORDANCE WITH THE 2021 EDITION OF THE
INTERNATIONAL RESIDENTIAL CODE (RC) OR CURRENTLY ADOPTED BY CITY OFFICIALS
DESIGN LOADS ARE
ROOF LIVE LOAD 20 PSF
WIND DESIGN DATA
RISK CATEGORY
II
BASIC WIND SPEED D SECOND GUST)
1115 MPH ULTIMATE,
,V 1
EXPOSURE CATEGORY
B
INTERNAL PRESSURE COEFFICIENT
+I.018
IMPORTANCE FACTOR II'a)
10
ANALYSIS PROCEDURE USED
ASCE 1-16 DIRECTIONAL
PROCEDURE
SEISMIC DESIGN DATA
SITE CLASS
D
SEISMIC DESIGN CATEGORY
B
SEISMIC IMPORTANCE FACTOR TO
100
SPECTRAL RESPONSE ACCELERATION ISs)
0 101 g
SPECTRAL RESPONSE ACCELERATION SH
0 06 g
RESPONSE MODIFICATION FACTOR U)
65
ANALYSIS PROCEDURE USED
ASCE 7-16
EQUIVALENT LATERAL FORCE PROCEDURE
SNOW DESIGN DATA
GROUND SNOW LOAD IPgI
5 00 PSF
FOUNDATIONS
FOUNDATION DESIGN IS BASED ON THE ASSUMED BEARING CAPACITY OF 1,500 PSF
TRENCH ARE TO BE EXCAVATED, CLEANED, REINFORCED, AND FILLED WITH CONCRETE
PLANE THE SAME DAY NO HOLE IS TO BE LEFT OPEN OVERNIGHT
IT IS THE SOLE RESPONSIB UTY OF THE CONTRACTOR TO ENSURE THAT ALL ADJACENT
AND NEARBY PROPERTIES AND STRUCTURES BE PROTECTED FROM DANGER OF DAMAGE
DUE TO CONSTRUCTION OR ANY OTHER DEVELOPMENTS THE ENGINEER HAS NO
RESPONSIBILITIES FOR SITE SAFETY OR PROTECTION TO SITE OR OFFSITEPROPERTIES
CONCRETE
CONCRETE PERFORMANCE SHAD MEET ALL APPUC,ABLE ACI REQUIREMENTS
CONTRACTOR SHALL BE SOLE RESPONSIBLE TO MEET THOSE REQUIREMENTS
CONTRACTOR NOT MEETING ACT REQUIREMENTS SHALL BECAUSE OF REJECTION
ALL THE CONCRETE FOR STRUCTURES IS TO BE NORMAL WEIGHT AND IS TO DEVELOP A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS FOUNDATION PLAN
THE WATERICEMENT PRESCRIBED IN THE REVIEWED DESIGN MIX
TAT F.: I;-t" — '-U"
SHALL NOT BE EXCEEDED WATER REDUCING ADMIXTURES MAY BE USED IF ADDITIONAL
SLUMP IS NEEDED
FOUNDATION SYSTEMS NOT LESS THAN I'OR MORE THAN 5"
CONCRETE IS TO BE DESIGNED, MIXED, TRANSPORTED AND PLACED IN ACCORDANCE
WITH THE LATEST SPECFICATIONS OF THE AMERICAN CONCRETE INSTITUTE
MAXIMUM SIZE OF COARSE AGGREGATE IS TO BE 1 ill"
MAXIMUM SIZE FOR COARSE AGGREGATE iS TO BE 34" FOR NORMAL WEIGHT CONCRETE
CAST ON COMPOSPECORRUGATED STEEL FLOOR DECK OTHER NORMAL WEIGHT
CONCRETES TO HAVE i 1ID MAXIML M SIZE COARSE AGGREGATE
SLEEVES OR OTHER PENETRATIONS THROUGH STRUCTURAL MEMBERS SHALL NOT BE
ALLOWED WITHOUT PRIOR WRITTEN AGREEMENT OF END NEER REQUESTS FOR REVIEW
ARE TO BE SUBMITTED M 'WRITING A MIN'MUM OF FIVE WORKING DAYS PRIOR TO THE
CONCRETE POUR
L\ISTINO
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1 REFERGI:NLR.\L NOTES FUR ALL CONFUTE SPEC IFICATIONS.
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FOUNDATION PLAN
AND DETAILS
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230 5UN t 5MADF STRAIGHT SAVE
Johnson Residenee 230 SUN $ 5HACT CATHEDRAL
1755 Palo DUro Trail 230 SUN $ 5TAR5 STRAIGHT SAVE
Grapevine, Texas 76051 230 5UN t 5TAR5 CATHEDRAL
230 5UN $ STARS CURVED SAVE
230 5UN $ STARS VICTORIAN
DRAWING SETS CONTAINED WITHIN THIS EVALUATION REPORT ARE AS fOLLOWS:
SeNPalt 202107-1 t 11 i 5 45 ES1 GENERAL INFORMATION: DWG #: GENERAL-0 I THRU _22
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