HomeMy WebLinkAboutRMISC2016-2000DATE OF ISSUANCE: 1 1
PERMIT #:
ii ► PLEASE PRINT
JOB ADDRESS: /V, 5 Fyrh 5'
Construction Type:
Permit Valuation: $ !
SUITE #
Approval to Issue
LOT: BLOCK:
SUBDIVISION:
J ,,i Hc/0
%� zt`,�,t
�
Division:
BUILDING CONTRACTOR (company name):
p
jr�
62 U)A -t9..
Zoning: • "•
9t
Building Width: ►G1
CURRENT MAILING ADDRESS:
Mechanical �-
Occupancy Load:
Right:
CITY/STATE/ZIP:
Plan Review Approval:
PH: #
Fax #
PROPERTY OWNER: -Lo
11
Plan Review Fee:
Fire Department:
CURRENT MAILING ADDRESS:
1 dt
Public Works Department: Date:
Sewer Availability Rate:
CITY/STATE/ZIP: 6, %gc7e y � , 240>
a
PHONE NUMBER
_
? �1
PROJECT VALUE: $C (��
Date: lb
FIRE SPRINKLERED?
YES NO
Lot Drainage Submitted:
i
DESCRIPTION OF WORK TO BE DONE: ( i r i? lei ee- e Xj �
t1' /I a e f" -q -C 4- e-
r
�c�t'a�� s ���r ����x
lar
USE OF BUILDING OR STRUCTURE: 54-4 r a
fid
bbv i ,fig e
NAME OF BUSINESS:
**Total Square Footage under roof- 75`1
Square Footage of alteration/addition:
® I 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)
❑ 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)
❑ 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 APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S). _
PRINT NAME:�h t' (tf SIGNATURE !n j,4! ;
PH #: t/ t ' 30o ( FAX #:
EMAIL: (
U CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type:
Permit Valuation: $ !
Setbacks
Approval to Issue
Occupancy Group:
Fire Sprinkler: YES ® NO —
Front:
Electrical
Division:
Building Depth: Q ed 1 Gk 'I
Left:
Plumbing
Zoning: • "•
9t
Building Width: ►G1
Rear:
Mechanical �-
Occupancy Load:
Right:
Plan Review Approval:
Date:
Building Permit Fee:
Site Plan Approval:
Date:
Plan Review Fee:
Fire Department:
Date:
Lot Drainage Fee:
Public Works Department: Date:
Sewer Availability Rate:
Health Department:
Date:
Water Availability Rate:
Approved for Permit:
Date: lb
Total Fees:
(12
Lot Drainage Submitted:
Approved: 6 _ 1, • Z6 16
Total Amount Due:
P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165
1, W fa
O!FORMS\DSPERMITAPPLICATIONS 1102-Rev.1 ,5 6, 11
CITY OF GRAPEVINE PWS 1D# 2200013
WATER CUSTOMER SERVICE INSPECTION CERTIFICATION
I• _
ADDRESS: '2Z(r d. S
PERMIT # ) • 2-?.
F -A)
BUILDING
SWIMMING POOL
'-4r
CTAV•�
I hereby certify that I have inspected the water supply system at the above referenced address. To the best of my
knowledge, the materials and methods used in the installation of this system comply with all laws of the State of Texas
relating to plumbing that are required to be enforced by municipalities, and the plumbing code adopted by the City of
Grapevine. Plumbing regulations are contained in the City of Grapevine Code of Ordinances Article V (Ordinance
number 2007-36) and Article VIII (Ordinance number 2007-36), and any and all subsequent related ordinances.
In addition, to the best of my knowledge, no cross connection exists at this address at the time of inspection.
SIGNATURE OF INSPECTOR TITLE
art`
kJUVOW42
\forms\waterservinsp, 05/01
wised: 7/23/14
Manda Pancholy
From: Manda Pancholy
Sent: Thursday, June 02, 2016 1:20 PM
To: '
Subject: 16-2000 226 N Starnes (Detached Garage)
Matt Tull,
In reference to above permit application submitted to Building Inspection Department, City of Grapevine, please provide
required information in response to following comments.
Comments:
All plumbing work shall be in insulated wall. Wall with penetrations 2" or greater requires 2x6 construction.
Label beam/header size for all openings.
Truss plan & cut sheets are required for review and approval prior to frame out.
Clarify if this new garage is attached to covered concrete area by 10'4" bridge way.
Manda Pancholy
Plans Examiner
City of Grapevine
817-410-3160
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�� n18s toss Ype Y 860402:ChrstyTull
50402 A01 Common Supported Gable 2 1
Builder First Sources, Carrollton, TX 75068, Harold Torres Job Referenceo tional
Run: 13.540 s 7.84 Nov 10 2015 Print: 7.640 s Nov 10 2015 WTek Industries, Inc. Thu Sep 08 08:46:35 2016 Pae 1
140.0
ID:mr6WzDPX4eOx7nxmw 6DOcyr3Vk-nSVSGDS1vXK1569bsRaXlbenooQTJDwegEEukB
i-0.0 14,40 4840.0 29-4-0
1-4A
4x4 =
Scale = 1:51.
2x4 II 9 2x4 II
6 10
2x4 II 2x4 II
5.00112 7 11
2x4 II 2x4 II
6 12
2x4 11 2x4 II
5 13
2x4 11 2x4 II
4x4 i- 4 T
4x4 T T 14 4x4
T
3 T T T 15 4x4
T
2 T
1 1
16
179
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3x8 ll282x4 II 272x4 if 262x4 If 252x4 II 242x4 11 23 2x4 1122 2x4 1121 2x4 11 20 2x4 11 19 2x4 If 18 6x8 11 3x8 11
9.16-26 II 5x5 =
7-1-8
' 7-1-B 2&148 28-0-0
25_9.0
Plate Offsets X,Y)-- j2:0-2-12,0-6-1] j16:Edge 0-0-4j j16'0-2-12 0-5-13] j23.0-2-8,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/defi L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 17 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL) 0.00 17 n/r 90
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 16 n/a n/a
BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 163 Ib FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEDGEMiTek recommends that StabilizbT firr uixec rci5 b Yistaged during truss
Left: 2x6 SP No.2, Right: 2x6 SP No.2 erection, in accordance with SIR trzer nstajlation uidd:. - --
REACTIONS. All bearings 28-0-0. R.1EELEASED FC),")" (C O IST m
(lb) - Max Horz 2=-107(LC 13)
Max Uplift All uplift 100 Ib or less atjoint(s) 2, 16, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18 SHEET; _ _ _
Max Grav All reactions 250 Ib or less atjoint(s) 2, 16, 23, 24, 25, 26, 27, 22, 21, 20, 19 except 28=294(LC 1), 18=294(LC ¢ -1 ,_ ,r q� , rI r ANY WORK {FLiCT
1)
W! T# 3 THE BUILDING C '_;uF 0) ZONING OnDiNn,NCE,
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. � KEPT
ONTOP CHORD 8-9=-64/278,9-10=-64/278 HIS PI �' N' T =1_ �
NOTES THE ALLTINIES
-
1) Unbalanced roof live loads have been considered for this design. DATE: 1 (-_ � BY:
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf, h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Comer(3)
zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 late �I+Ja66',ISPECTION DIVISION
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details � I 3i=++-ohiuftt quaiHM8TO CONSTRUCTION I
building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing. EASEMENTS OF; PUT31 0 RIGHT-OF-WAY,
5) Gable studs spaced at 2-0-0 oc. Alf (h"JIGE
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 16, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 16.
9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard OFFICE COPY
(Job- cuss russ ype y 860402: Christy Tull
,50402 A02 FINK 13 1
BuJob Reference o tonalalilder First Sources, Carrollton, TX 75068, Harold Torres
Run; 13.540 s 7.64 Nov 102015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 08 08:46:36 2016 Pa 1
1� 1z &7 g ID:mr6WzDPX4e0x7nxmw 6DOcyr3Vk-Fe3ETZTs9g TciGknQ95mrpBpDCZD2dgKvu_SGeylkz1
140.0 2t 47
i 1-40 8.7..9 7-4.7 &7 90
�0
4x6
I
5
i
5.00 12
2x4 \\ 2x4
4 g
46 /
I 4
3 x6 C
7
2 1
1 8
H 9 4
..., 12 71 10 �d
9-1-210x12 = 44 = 4x6 = 44 =
10x12 g1.2
9'1'1 18-10.15 28-0-0
-��- &&15
9-1.1
Plate Offsets (X,Y)-[2:0-0-0,0-3-8],(8:0-0-0 0-7-31 9-1-1
LOADING (psf)
TCLL 20.0
SPACING- 2-0-0
Plate Grip DOL 1.15
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCDL 10.0
Lumber DOL 1.15
TC 0.71
BC 0.91
Vert(LL) 0.2310-12 >999 240
Vert(TL) -0.69 10-12 >487 180
MT20 244/190
BCLL 0.0
BCDL 10.0
Rep Stress Incr YES
Code IBC2012/I•PI2007
WB 0.31
(Matrix -S)
Horz(TL) 0.12 8 n/a n/a
Weight: 136 ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 1.5E TOP CHORD Sheathed.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 1-11-12, Right 2x6 SP No.2 1-11-12 MiTek recommends that Stabil d r 6{cli # s .
g � installed during truss
erection in accordance with SfabTzer tnstalTafioh ifizte: '
REACTIONS. (Ib/size) 2=1200/0-3-8 (min. 0-1-8),8=1200/0-3-8 (min. 0-1-8) )'-:L�LASE ' , „e ,
Max Horz 2=-1 13(LC 17)
Max Upli t2=-192(LC 12), 8=-192(LC 13)
� , ,E
FORCES. (lb) - Mex. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. -.,'--EASE
R' DOES NOT + , , IO -? ZE ANY WORK IN CONFLICT
TOP CHORD 2-3=-304/122, 3-4=-1912/1191, 4-5=-1726/1123, 5-6=-1726/1123, 6-7=-191211191, 7-8=-304/122
.r'li 3 H THE DUlL_.D1NG C,; 1E „r? ZONING ORDINANCE,
BOT CHORD 2-12=-927/1690,11-12=-537/1227,10-11=-537/1227,8-10=-930/1690
WEBS 4-12=-318/404, 5-12=-244/532, 5-10=-244/532, 6-10=-318/404
(c r
NOTES- THEJOE " 'LL ALL TIMES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelopejg�and C C 6orrteF(3} a
zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate rj p04-1; 60
3) This truss has been designed for a 10.0 bottom
psf chord live toad nonconcurrent with any other live loads. iDi .; i PFCTION DIVISION
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=lb) 2=192, 8=192. ! iE l -",SE DOES .;C. , , , PLY TO CONSTRUCTION I
5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, F SE PiEN
U -UC I-UR;+GHT_C?F-WAY
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be appliVAd(recjly ?? he bpttom chord.
LOAD CASE(S) Standard LRED
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PLAN REVIEW AND INSPECTION DOCUMENTATION
SHOWING COMPLIANCE WITH THE ENERGY CODE
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RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH THE BUILDING CODE OR ZONING ORDINANCE.
THIS PLAN TO BE KEPT ON
THE JOB AT ALL. T11MES
DATE: h_2a � toj& BY:
BUILDING INSPECTION DIVISION
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT-OF-WAY.
ALL CHANGES N1_UST BE AP- —PRONIED
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