HomeMy WebLinkAboutItem 09 - MIB05-01 4344 Heritage Avenuei/-L..T'
MEMO TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: BRUNO RUMBELOW, ACTING CITY MANAGER
MEETING DATE: SEPTEMBER 20, 2005
SUBJECT: MOVE -IN BUILDING REQUEST MIB05-01
RECOMMENDATION
Staff recommends the City Council consider a resolution authorizing approval of Move -In
Building Request MIB05-01, for property located at 4344 Heritage Avenue, filed by
Heritage United Methodist Church, and take any necessary action.
BACKGROUND INFORMATION
This application was submitted by Larry Johnson, representing Heritage United
Methodist Church. This request is for one 1,440 square foot freestanding manufactured
classroom building. The proposed building is intended to replace a modular classroom
building that was destroyed by fire. The property is zoned "R-20" Single Family District. A
building permit application has been submitted and reviewed by the Building
Department. The building will comply with all codes and ordinances.
BR/cc
September 14, 2005 (3:55PM)
M
Application Date:
Applicant name:__
Address:
Phone Number. (Home) (Office
Property owner name:
Address: �/q/ / •�/rgC� � 6i�,o -��.��� �x �! aS / _
Phone Number. -
Moving Contractor Name: 6c .Ote;0l>«1.,42
Address: 7'So38
Phone Number. g7.� • ��„� -aovi
Building contractor name:�E
Address:__ 5�,3 S�S' fig y.� � /.e�iw'!� /-Y
Phone Number. -
`Address of property where building will be located: -�`3yV
Address of property where building will be moved from: yass' 4weo ✓ .ed
Legal description:
Description of structure:- ��i�lv4 �o2r��/s'Lc ss.�et�.0 B�i���.✓�
Size of structure: Width Length 4Q ` Height AV
Proposed use of structure:
SIGNATURE OF
FOR OFFICE USE ONLY
NE# a , /
Construction type Occupancy Zoning
Submittal Checklist:
O Building Permit Application, including all required plans O Public Works approval (including platting)
O Photograph of structure O Building Official pre -inspection
O $90.00 Filing Fee O $1,000.00 Surety Bond
O Property owners within 200' notified date O Date of Council Meeting
Approved by Public Works Dept Date
aproved by Building Official Date
pprove by City Council Date
O•lformslmiba
PP
12/13/02 DEVELOPMENT SERVICES DEPARTMENT
The City of Grapevine • P O Boz 95104 • Grapevine, Texas 76099 • (817) 410-3154
Fax (817) 410-3018 • www.ci.eranevine.tx.us
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MIB05-01 1
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A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS PROVIDING FOR THE ISSUANCE OF
A PERMIT AUTHORIZING THE RELOCATION OF A
BUILDING; PROVIDING FOR A NON -TRANSFERABLE
PERMIT; PROVIDING A SITE PLAN AND PROVIDING AN
EFFECTIVE DATE
WHEREAS, an application was filed to relocate a building on a particular tract of
land; and
WHEREAS, the building official investigated the application and determined that all
requirements of the Building Code and other applicable ordinances had been or would be
met; and
WHEREAS, the City Manager, or his designated representative, set a date for
public hearing about which proper notice was given.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF GRAPEVINE, TEXAS:
Section 1. That Move -in Building Application MIB05-01 was filed by Heritage United
Methodist Church to move one structure of approximately 1,440 square feet to 4344
Heritage Avenue, platted as Block 1, Minters Chapel Methodist Church, City of Grapevine,
Tarrant County, Texas and is hereby approved.
Section 2. That said permit is not transferable and shall apply only to the applicant
heretofore mentioned.
Section 3. That said permit be issued in accordance with the site plan attached as
Exhibit "A".
Section 4. That this resolution shall take effect from and after the date of its
passage.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on this the 20th day of September, 2005.
ATTEST:
3 -ALE, 1/4" 1.
OPTIONAL CLAS,51R-Oom" TO BE BUILT WITHOUT RESTROOMS.
ALL RESTROOM COMPONENTS 1-411-(" 'OT BE INSTALLED.
24r -,A. 5TL. ROOF
GALE: 1/4" a 1'-0"
m
'-
i
OR
o
MEI
m
SCUPPER a END
O OF GUTTER TO
Q BE 51 TE
w IN5TALLEO
2 X 8 ROOF JO15T5 ® 24"O.C.•
3 0.5.8. WOOD DECK
12
ROOF EXTEN51ON 21
AT DOORS
R -Ig IN5UL.
2g6A.5%. ROOF
OVER 15# FELT
FLUORE5GENT LIGHT5
/\ 2' X 4' ACOUSTICAL GLC.
PERFORATED ' H2 BY 5IMP50N
PANEL SOF IT EA, OVERHANG J015T
24 2 X 4 WALL 5TUD5 ® I6"O.G.
I
W/ R-11 IN5UL.
2gGA. 5TL. --- PANELING OVER
510IN6 5/8" TYPE "X" GYP. BD,
3/4" T d G PLYWD. DECK.
2 X 6 FLR.J015T5 0 I6"O.6.
W/R-11 INSUL.
(2) 1-�"X2gGA. GALV.
5TRAP5 0 EA. 5TUD KXXXXXXXXXX> �KXXXXXXXZZ'Z
XXX?
W/(4) 166A. STAPLES
AT EACH END
SECTION - A
5CALEl 112" = 1'-0"
5"X3" TOOTHED NAIL
CONNECTOR PLATE
EA. 51DE (TYP)
DETAIL. 0/24-1
2X3
16XI6X4" GONG. PA05
DBL I X 32"
RIDGE CoiRDER EA.
51DE OF MATELINE
TRU55 REF.# F160
.BRID&NO
a9 g6" O.G.
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T -
ROOF PANEL
LEEN
RICATED JOIST
. 51DING PANEL
m
5 imp V V K I N (S PLAN:
SCALE. 1/4" , I' - O"
PRrOF'ER TENSIONING OF STRP TO AhiC',tiCiR H1=Ali
NOTE, THE TENSIONING BOLT CAN BE INSERTED IN THE H fiD FROM EITHER SIDE,
NOTICE, IN AREAS OF SEVERE GOLD HEATHER HFERE POSSIBLE DAMAGE COULD FROM FROST
HEAVE. THE OWNER SHOULD RELEASE SOME OF THE TENSION FROM THE VERTICAL
TIE IN EACH FALL.
I. INSERT BOLT INTO HEAD, ATTACH
NIT LOOSELY.
Z INSERT STRAPIN SLOT OF BOLT %',
OR UNTIL STRAP G MASH HITH FAR
SIDE OF BOLT.
B. BEND STRAP qO• AND TAKE AT
LEAST 4 COMPLETE TURNS ON BOLT
UNTIL STRAP 15 TWT.
4. BOLT 15 TURNED FV %* SOCKET
HRENCN, OR AMUSTABLE HREW.N,
ON HEX HEAD.
5. TO HOLD BOLT INDER TENSION WmILE
RE'OSITIONINS YR@ICH, AN OPEN-
END WREN01 IS PLAGEp ON 14,
SCUARE +IOULIPM OF BOLT.
e. ALIGN SQUARE 5N10ADER OF 80LT
RUTH SQUARE HOLE IN ANGOR HEAD.
(SHAFT OF BOLT OHMITTED FOR
CLARITY)
1 HOLDING HEX HEAD OF BOLT IN
P1'�jiTIW1, TIGHTEN NIT TO DRAW
HOLE. SHOULDERS INTO SQUARE
HOLE.
8. WITH SHOULDERS"IN LOCK-
INS POSITION, CONTINUE TO ti6HTEN
NUT.
q. TENSIONING DEVICE 15 NOH IN
LOCKED, SECURE POSITION.
035 GALv. STI
C.M.U.
CONC. PAD
--,APPROVED GROUND
W%SOIL TYPE TO
SEGTI ON A:
FOUNDATION NOTES,
1. FOUNDATION DESIEN G..^.V. `IONS,
ROOF Ll'. -'C LZ7S" N pep
ROOF m AD LOAP 10 FLOORLILIVE LOA5 X40 pap
FLOOR DEAD LOAD ' 10 per
WIND SPEED 90. mph EXP. "B", FOR UBC, BLDG. CODE
E
SEISMIC.FOR Sar- 5Lps
ONE ..B EXP.G"'FOR USC BLDG. Cool!
Se ZONE 2 FOR SBC BLDG CODE
2, INSTALL HARD WOOD SHIMS, AS REOUIRED, A MINIMUM OF 18" ABOVE
&RADE, USE GGA PRESSURE TREATED MATERIAL FOR ANY WOOD SHIMS
INSTALLED CLOSER THAN 16' TO GROUND,
S. PROVIDE ACCESSIBLE UNDER -FLOOR AREAS WITH AN 18" X 24" ACCESS
DOOR,
4, PROVIDE FOUNDATION 5KIRTIN6 WITH VENTILATION OPENINGS MEETING
THE FOLLAAOjAIN& REQUIREMENTS,
BJ IS'— SECTION 2516 W OR
SBG SECTION 302 �6.�, OR
G1 A5 REQUIRED BY LOCAL BUILDING OFFICIAL.
S. USE HOLLOW LOAD-BEARING CONCRETE MASONRY RATED FOR A MINIWM
COMPRESSIVE STRENGTH OF 1000 per ON THE 68055 AREA,
OR USE SOLID LOAD-BEARING CONCRETE MASONRY RATED FOR A MINIMUM
COMPRESSIVE STRENGTH OF 1800 psi ON THE 6ROS5 AREA.
6. DO NOT STACK BLOCK FOUNDATION PIERS HIGHER THAN THREE TIMES
THE PIER'S LEAST DIMENSION.
"I. PRESUMED SOIL PROPERTIES ARE A MINIMUM OF 2500 pat LOAD BEARIN6
CAPACITY, AND A PLASTICITY INDEX LESS THAN 15.
8. OWNER SHALL VERIFY THAT ACTUAL 501L CONDITIONS AT INSTALLATION
SITE, MEET OR EXCEED THE PRESUMED SOIL PROPERTIES STATED ABOVE,
OWNER SHALL NOTIFY RAMTECH, VIA A 501L ANALY515 REPORT, OF BOIL
CON0171ONS OIFPERIN6 FROM THOSE STATED ABOVE.
9, INSTALL FOOTINGS ON UNDISTURBED COMPACTED SOIL OF UNIFORM
DENSITY AND THICKNESS,
10. FOUNDATION SUB -CONTRACTOR SHALL DETERMINE FINAL ELEVATION
OF FOOTINGS. A TOLERANCE OF 1/4" VARIATION IS PERMITTED AGR05S
ALL FOUNDATION ELEMENT'S INTENDED TO TERMINATE AT THE SAME
ELEVATION.
11. AFTER ASSEMBLY, A MODULAR BUILDING DIMENSIONS ARE SLIGHTLY LARGER
THAN THE NET DIMENSIONS 5HOWN ON THE FLOOR PLAN, THIS 15 A COMMON
00CURRENGE. THE INCREASE 15 GALLED "MODULAR GROWTH FACTOR." THE
DIMENSIONS SHOWN ON THIS FOUNDATION PLAN, REFLECT THE MAXIMUM
GROWTH FACTOR ANTICIPATED FOR THIS BUILDING.
12. TIE DOWNS SHALL BE INSTALLED AS SPECIFIED ON FLOOR PLAN, SOIL TYPE SHALL
BE VERIFIED TO A55URE PROPER ANCHOR SELECTION PER MANUFACTURER
GUIDELINES.
IS. ANCHOR SPECIFIED TO BE "MINUTE MAN" 4496-S, FOR MEDIUM DENSE COARSE
SANDS, SANDY $RAVELS, VERY STIFF SILTS AND CLAYS,
14. ANCHOR ASSEMBLY, STRAP, AND ASSOCIATED HARDWARE SHALL BE
CORROSION RESISTANT.
15- &ROUND ANCHOR AND STRAP INSTALLATION SHALL BE INSPECTED BY LOCAL
AUTHORITIES.
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