city of vestavia hills board of zoning...
TRANSCRIPT
CITY OF VESTAVIA HILLSBOARD OF ZONING ADJUSTMENT
AGENDAMARCH 15, 2018
6:00 P.M.Roll Call.
Approval of Minutes: February 15, 2018.
(1) BZA-0318-03 Charles Terry, Jr. w/ McConnell White & Terry is requesting a Front Setback Variance for the property located at 732Montgomery Highway. The purpose of this request is for a 22’front setback variance to reduce the setback to 8’ in lieu of the required 30’. The property is owned by Charles Terry, Jr. w/ McConnell White & Terry and is zoned Vestavia Hills B-2.
(2) BZA-0318-04 Jamie & Haley Pursell is requesting a Side Setback Variance for the property located at 3100 Starview Cir. The purpose of this request is for a 7’ side setback variance to reduce the setback to 8’ in lieu of the required 15’. The property is owned by Jamie & Haley Pursell and is zoned Vestavia Hills R-2.
Time of Adjournment.
BZA MinutesPage | 1
CITY OF VESTAVIA HILLS
BOARD OF ZONING ADJUSTMENT
MINUTES
FEBRUARY 15, 2018
The Board of Zoning Adjustment of the City of Vestavia Hills met in regularsession on this date at 6:00 PM. The roll was called with the following:
MEMBERS PRESENT: Rick Rice, ChairmanLoring Jones, IIIRobert GowerGeorge PonderJim Griffo
MEMBERS ABSENT: Tony RentaBrendan Fuller
OTHER OFFICIALS PRESENT: Conrad Garrison, City Planner
APPROVAL OF MINUTES
The minutes of January 18, 2018 were presented for approval.
MOTION Motion to dispense with the reading of the minutes of January 18, 2018 as made by Mr. Jones and 2nd was by Mr. Gower. Motion as carried on a voice vote as follows:
Mr. Jones – yes Mr. Griffo – yesMr. Gower – yes Mr. Ponder – yes Mr. Rice – yes Motion carried.
VARIANCE FOR A FENCE IN THE FRONT YARD
BZA-1217-28 Bruce & Lorraine Nelson is requesting a Variance For a Fence In the Front Yard for the property located at 1015 Haviland Dr.The property is owned by Bruce & Lorraine Nelson and is zoned Vestavia Hills R-3.
BZA MinutesPage | 2
Mr. Garrison described the area where the property is located and read the review which included the purpose of the request, comprehensive plan and staff review. He stated the fence is already constructed.
Walter Scott, attorney for the applicant, stated the hardship was the configuration of the street and surrounding properties. Additionally, he stated Farro v. Jefferson County provided guidance for approval.
Mr. Jones asked if the fence is finished why the applicants only submitted pictures of the unfinished posts.
Mr. Ponder did not agree a hardship had been presented. Mr. Jones concurred.
Mr. Rice opened the floor for a public hearing.
Bruce Nelson, owner of the property, stated the fence was constructed to create peace between himself and his neighbor and his elderly mother.
Mr. Garrison stated that the mother has since passed and that the neighbor’s house is being prepared to be on the market.
Mr. Rice closed the public hearing and opened the floor for a motion.
MOTION Motion to approve a fence in the front yard for the property at 1015 Haviland Dr. was made by Mr. Jones and 2nd was by Mr. Griffo. Motion was carried on a roll call vote as follows:
Mr. Jones – no Mr. Griffo – noMr. Gower – no Mr. Ponder – noMr. Rice – noMotion failed due to a lack of hardship.
VARIANCE FOR A FENCE IN THE FRONT YARD
BZA-0218-02 Chappell Reeves is requesting a Front Setback Variance for the property located at 3317 Mountainside Rd. The purpose of this request is for a 15’ front setback variance to reduce the setback to 25’ in lieu of the required 40’. The property is owned by Chappell Reeves and is zoned Vestavia Hills R-4.
Mr. Garrison described the area where the property is located and read the review which included the purpose of the request, comprehensive plan and staff review.
Chappell Reeves explained the request and stated the shape of the lot and the septic system causes a hardship.
BZA MinutesPage | 3
Mr. Rice opened the floor for a public hearing. There being no one present in regard to the request, Mr. Rice closed the public hearing and opened the floor for a motion.
MOTION Motion to approve 15’ front setback variance to reduce the setback to 25’ in lieu of the required 40’for the property at 3317 Mountainside Rd. wasmade by Mr. Jones and 2nd was by Mr. Gower. Motion was carried on a roll call vote as follows:
Mr. Jones – yes Mr. Griffo – yesMr. Gower – yes Mr. Ponder – yes Mr. Rice – yes Motion carried.
Conrad GarrisonCity Planner
1
CITY OF VESTAVIA HILLSSYNOPSIS AND STAFF RECOMMENDATION CONCERNING
APPLICATION BEFORE THE BOARD OF ZONING ADJUSTMENT
Date: MARCH 15, 2018
CASE: BZA-0318-03
REQUESTED ACTION: 22’ front setback variance to reduce the setback to 8’ in lieu of the required 30’
ADDRESS/LOCATION: 732 Montgomery Highway
APPLICANT/OWNER: Charles Terry, Jr. w/ McConnell White & Terry
GENERAL DISCUSSION: Applicants are seeking a variance to build a rearaddition to the UPS Store. Lot has three frontages, including an unopened rear alley.Applicant contends this causes a hardship. The applicant’s property is zoned Vestavia Hills B-2.
VESTAVIA HILLS COMPREHENSIVE PLAN: This request is consistent with the Comprehensive Plan for commercial;.
STAFF REVIEW AND RECOMMENDATION:
1. City Planner Review: No problems noted.
2. City Engineer Review: No problems noted.
3. City Fire Marshal Review: No problems noted.
4. Building Safety Review: No problems noted.
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S W
ITH
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3. C
ONC
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:
3.1.
CONC
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DE
SIGN
CO
DE:
BUIL
DING
CO
DE
REQ
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MEN
TS
FOR
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AL C
ONC
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- A
CI 3
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N TH
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ABLE
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SS
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ISE
NOTE
D O
N TH
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AWIN
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IN
THE
SPEC
IFIC
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SH
ALL
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PRES
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c) A
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f'c
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HICH
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E LI
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O 2
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Y W
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MAT
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SED.
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THER
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HALL
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ARS,
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NFO
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AST
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THER
WIS
E NO
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ALL
DET
AILI
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FABR
ICAT
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AND
PLAC
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OF
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FORC
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TO
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OF
STAN
DARD
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ONC
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STRU
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CI-S
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-LAT
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.
3.6.
ALL
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SPLI
CES
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CLA
SS '
B' T
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LAP
SPLI
CES,
AS
SPEC
IFIE
D IN
ACI
318
, UNL
ESS
NOTE
D O
THER
WIS
E. R
EINF
ORC
EMEN
TSH
ALL N
OT
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ELDE
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LESS
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ROVE
D BY
THE
ENG
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3.7.
ALL
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DDED
STR
UCTU
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STEE
L IT
EMS,
EXC
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FOR
ANCH
OR
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, SH
ALL
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ORM
TO
THE
REQ
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MEN
TS O
F AS
TM A
36,
UNLE
SS N
OTE
D O
THER
WIS
E.
ANCH
OR
RODS
SHA
LL C
ONF
ORM
TO
THE
REQ
UIRE
MEN
TS O
F AS
TM F
1554
, GR
ADE
36,
UNLE
SS N
OTE
DO
THER
WIS
E.
3.8.
PRO
VIDE
(2) #
4 DI
AGO
NAL B
ARS
IN T
HE T
OP
FACE
OF
SLAB
ON
GRAD
EAT
ALL
RE-
ENTR
ANT
CORN
ERS
WIT
HOUT
INT
ERSE
CTIN
G CO
NTRO
LJO
INTS
IN T
HE S
LAB
ON
GRAD
E.
3.9.
UNLE
SS N
OTE
D O
THER
WIS
E, A
LL C
ONC
RETE
SLA
BS O
N GR
ADE
SHAL
LBE
4”
THIC
K W
ITH
6x6
- W
2.9X
w2.
9 W
ELDE
D W
IRE
REIN
FORC
ING
PLAC
ED A
T M
ID-D
EPTH
OF
THE
SLAB
.
3.10
.W
ELDE
D W
IRE
REIN
FORC
ING
TO B
E IN
STAL
LED
IN F
LAT
SHEE
TS (
NORO
LLS)
AND
SHA
LL B
E SU
PPO
RTED
PRO
PERL
Y TO
ENS
URE
THAT
IT IS
POSI
TIO
NED
IN T
HE S
LAB
AS N
OTE
D IN
THE
DRA
WIN
GS.
3.11
.W
ELDE
D W
IRE
REIN
FORC
ING
SHAL
L LA
P TW
O FU
LL M
ESHE
S AN
D BE
SECU
RELY
WIR
ED A
T EA
CH S
IDE
AND
END.
3.12
.CO
NTRA
CTO
R TO
REF
ER T
O D
RAW
INGS
OF
OTH
ER T
RADE
S AN
DVE
NDO
R DR
AWIN
GS F
OR
EMBE
DDED
ITE
MS
AND
RECE
SSES
NO
TSH
OW
N O
N TH
E ST
RUCT
URAL
DRA
WIN
GS.
3.13
.CO
NTRA
CTO
R SH
ALL
VERI
FY
SIZE
S AN
D LO
CATI
ONS
O
F AL
LM
ECHA
NICA
L AN
D EL
ECTR
ICAL
OPE
NING
S W
ITH
THE
MEC
HANI
CAL
AND
ELEC
TRIC
AL D
ETAI
LS A
ND S
HOP
DRAW
INGS
. IT
SHA
LL B
E TH
ERE
SPO
NSIB
ILIT
Y O
F TH
E CO
NTRA
CTO
R TO
PRO
VIDE
ALL
OPE
NING
SAN
D SL
EEVE
S FO
R PR
OPE
R DI
STRI
BUTI
ON
FOR
ALL
UTIL
ITY
LINE
STH
ROUG
HOUT
THE
BUI
LDIN
G.
3.14
.SH
EAR
KEYS
TO
BE
2x4
NOM
INAL
, UNL
ESS
NOTE
D O
THER
WIS
E.
3.15
.SE
T AL
L FL
OO
R DR
AINS
½”
BELO
W F
INIS
HED
FLO
OR
ELEV
ATIO
N AN
DPR
OVI
DE 4
'-0”
DIAM
ETER
SLO
PED
AREA
ARO
UND
DRAI
N, U
NLES
SNO
TED
OTH
ERW
ISE.
3.16
.PR
OVI
DE C
ONC
RETE
CO
VERA
GE O
F RE
INFO
RCEM
ENT
AS F
OLL
OW
S(P
ER A
CI 3
18):
FOO
TING
S ---
------
------
------
------
------
------
--2”
TO
P
3
” BO
T &
SID
ESW
ALLS
-----
------
------
------
------
------
------
-----
1 ½
” EF
BEAM
S ---
------
------
------
------
------
------
------
1 ½
” CLR
OF
TIES
PEDE
STAL
S ---
------
------
------
------
------
------
-1
½” C
LR O
F TI
ESCO
LUM
NS --
------
------
------
------
------
------
---1
½” C
LR O
F TI
ESSL
ABS
EXPO
SED
TO W
EATH
ER#3
, #4,
AND
#5
------
------
------
------
--1 ½
”#6
AND
LARG
ER --
------
------
------
-----
2”SL
ABS
NOT
EXPO
SED
TO W
EATH
ER --
------
-¾
”
3.17
.PR
OVI
DE C
ORN
ER B
ARS
AT A
LL IN
TERS
ECTI
NG W
ALLS
AND
FO
OTI
NGS
TO S
PLIC
E W
ITH
ALL C
ONT
INUO
US R
EINF
ORC
EMEN
T.
3.18
.AL
L CO
NCRE
TE S
HALL
BE
CURE
D US
ING
WET
MET
HODS
OR
CURI
NGCO
MPO
UND
PER
ACI
301.
COM
PLY
WIT
H AC
I FO
R M
IXIN
G,TR
ANSP
ORT
ING,
FO
RMIN
G, P
LACI
NG, A
ND C
URIN
G CO
NCRE
TE.
3.19
.FO
R CO
LUM
NS,
PEDE
STAL
, AN
D VE
RTIC
AL
WAL
L RE
INFO
RCIN
G,DO
WEL
VER
TICA
L BAR
S TO
FO
UNDA
TIO
N W
ITH
HOO
KED
BARS
OF
THE
SAM
E SI
ZE A
ND S
PACI
NG O
F VE
RTIC
AL B
ARS
AND
PRO
VIDE
A C
LASS
'B'
TENS
ION
LAP
SPLI
CE.
3.20
.M
AXIM
UM S
PACI
NG O
F CO
NTRO
L JO
INTS
IN S
LAB
ON
GRAD
E SH
ALL
BE 1
6'-0
” EAC
H W
AY U
NLES
S SH
OW
N O
THER
WIS
E O
N PL
ANS.
3.21
.CO
NCRE
TE C
OLD
-WEA
THER
PLA
CEM
ENT:
CO
MPL
Y W
ITH
ACI
306.
1AN
D AS
FO
LLO
WS.
PRO
TECT
CO
NCRE
TE W
ORK
FRO
M P
HYSI
CAL
DAM
AGE
OR
REDU
CED
STRE
NGTH
THA
T CO
ULD
BE C
AUSE
D BY
FRO
ST,
FREE
ZING
ACT
IONS
, OR
LOW
TEM
PERA
TURE
S.
WHE
N AV
ERAG
E HI
GH A
ND L
OW
TEM
PERA
TURE
IS E
XPEC
TED
TO
FALL
BE
LOW
40
DE
GREE
S FA
HREN
HEIT
FO
R TH
REE
SUCC
ESSI
VE D
AYS,
MAI
NTAI
N DE
LIVE
RED
CONC
RETE
MIX
TURE
TEM
PERA
TURE
WIT
HIN
THE
TEM
PERA
TURE
RAN
GE R
EQUI
RED
BY A
CI 3
01.
DO N
OT
USE
FRO
ZEN
MAT
ERIA
LS O
R M
ATER
IALS
CO
NTAI
NING
ICE
OR
SNO
W.
DO
NO
T PL
ACE
CONC
RETE
O
N FR
OZE
NSU
BGRA
DE O
R SU
BGRA
DE C
ONT
AINI
NG F
ROZE
N M
ATER
IALS
.
DO N
OT
USE
CALC
IUM
CHL
ORI
DE, S
ALT,
OR
OTH
ER M
ATER
IALS
CONT
AINI
NG
ANTI
FREE
ZE
AGEN
TS
OR
CHEM
ICAL
ACCE
LERA
TORS
UNL
ESS
OTH
ERW
ISE
SPEC
IFIE
D AN
D AP
PRO
VED
IN M
IXTU
RE D
ESIG
NS.
3.22
.CO
NCRE
TE H
OT-
WEA
THER
PLA
CEM
ENT:
CO
MPL
Y W
ITH
ACI 3
01 A
NDAS
FO
LLO
WS:
MAI
NTAI
N CO
NCRE
TE
TEM
PERA
TURE
BE
LOW
90
DE
GREE
SFA
HREN
HEIT
AT
TIM
E O
F PL
ACEM
ENT.
CHI
LLED
MIX
ING
WAT
ERO
R CH
OPP
ED IC
E M
AY B
E US
ED T
O CO
NTRO
L TE
MPE
RATU
RE,
PRO
VIDE
D W
ATER
EQ
UIVA
LENT
OF
ICE
IS C
ALCU
LATE
D TO
TOTA
L AM
OUN
T O
F M
IXIN
G W
ATER
. US
ING
LIQ
UID
NITR
OGE
NTO
CO
OL C
ONC
RETE
IS C
ONT
RACT
OR'
S O
PTIO
N.FO
G-SP
RAY
FORM
S, S
TEEL
REI
NFO
RCEM
ENT,
AND
SUB
GRAD
EJU
ST
BEFO
RE
PLAC
ING
CONC
RETE
.
KEEP
SU
BGRA
DEUN
IFO
RMLY
MO
IST
WIT
HOUT
STA
NDIN
G W
ATER
, SO
FT S
POTS
,O
R DR
Y AR
EAS.
3.23
.CO
NCRE
TE T
ESTI
NG:
THE
OW
NER
SHAL
L HI
RE A
N IN
DEPE
NDEN
TQ
UALI
FIED
TES
TING
AGE
NCY
TO P
ERFO
RM T
HE C
ONC
RETE
TES
TING
BELO
W.
COM
POSI
TE
SAM
PLES
O
F FR
ESH
CONC
RETE
O
BTAI
NED
ACCO
RDIN
G TO
AST
M C
172
, SH
ALL
BE T
ESTE
D BA
SED
ON
THE
FOLL
OW
ING
REQ
UIRE
MEN
TS:
A.O
BTAI
N O
NE C
OM
POSI
TE S
AMPL
E FO
R EA
CH D
AY'S
PO
UR O
F EA
CHCO
NCRE
TE M
IXTU
RE E
XCEE
DING
5 C
UBIC
YAR
DS B
UT LE
SS T
HAN
25CU
BIC
YARD
S, P
LUS
ONE
SET
FO
R EA
CH A
DDIT
IONA
L 50
CUB
ICYA
RDS.
B.SL
UMP:
PER
AST
M C
143
. O
NE T
EST
AT P
OIN
T O
F PL
ACEM
ENT
FOR
EACH
CO
MPO
SITE
SAM
PLE,
BUT
NO
T LE
SS T
HAN
ONE
TES
T FO
REA
CH D
AY'S
PO
UR O
F EA
CH C
ONC
RETE
MIX
TURE
. P
ERFO
RMAD
DITI
ONA
L TE
STS
WHE
N CO
NCRE
TE C
ONS
ISTE
NCY
APPE
ARS
TOCH
ANGE
.C.
AIR
CONT
ENT:
PER
AST
M C
231
. O
NE T
EST
FOR
EACH
CO
MPO
SITE
SAM
PLE,
BUT
NO
T LE
SS T
HAN
ONE
TES
T FO
R EA
CH D
AY'S
PO
UR O
FEA
CH C
ONC
RETE
MIX
TURE
.D.
CONC
RETE
TEM
PERA
TURE
: PER
AST
M C
106
4. O
NE T
EST
HOUR
LYW
HEN
AIR
TEM
PERA
TURE
IS
40
DE
GREE
S FA
HREN
HEIT
AN
DBE
LOW
OR
80 D
EGRE
ES F
AHRE
NHEI
T AN
D AB
OVE
, AND
ONE
TES
TFO
R EA
CH C
OM
POSI
TE S
AMPL
E.E.
COM
PRES
SIVE
TES
T SP
ECIM
ENS:
PER
AST
M C
31.
CA
ST A
NDLA
BORA
TORY
CUR
E TH
REE
SETS
OF
TWO
STA
NDAR
D CY
LIND
ERSP
ECIM
ENS
FOR
EACH
CO
MPO
SITE
SAM
PLE.
F.CO
MPR
ESSI
VE S
TREN
GTH
TEST
: PER
AST
M C
39.
TES
T O
NE S
ET O
FTW
O LA
BORA
TORY
CUR
ED S
PECI
MEN
S AT
7 D
AYS
AND
ONE
SET
OF
TWO
SPEC
IMEN
S AT
28
DAYS
. H
OLD
ADD
ITIO
NAL
SET
OF
TWO
SPEC
IMEN
S FO
R 56
DAY
TES
T IF
REQ
UIRE
D.
A CO
MPR
ESSI
VEST
RENG
TH T
EST
SHAL
L BE
THE
AVE
RAGE
CO
MPR
ESSI
VE S
TREN
GTH
FRO
M A
SET
OF
TWO
SPE
CIM
ENS
OBT
AINE
D FR
OM
THE
SAM
ECO
MPO
SITE
SAM
PLE
AND
TEST
ED A
T TH
E AG
E IN
DICA
TED.
4.M
ASO
NRY
:
4.1.
MAS
ONR
Y DE
SIGN
CO
DE:
BUIL
DING
CO
DE
REQ
UIRE
MEN
TS
FOR
MAS
ONR
Y ST
RUCT
URES
, AC
I 53
0 (E
DITI
ON
REFE
RENC
ED I
N TH
EAP
PLIC
ABLE
BUI
LDIN
G CO
DE E
DITI
ON
LIST
ED A
BOVE
).
4.2.
ALL
REIN
FORC
ED M
ASO
NRY
WAL
LS A
ND A
LL E
XTER
IOR
MAS
ONR
YW
ALLS
SHA
LL B
E NO
RMAL
WEI
GHT
WIT
H A
SPEC
IFIE
D CO
MPR
ESSI
VEST
RENG
TH (
f'm)
OF
1500
PSI
. M
ORT
AR S
HALL
CO
NFO
RM T
O A
STM
C270
AND
BE
TYPE
'M' O
R 'S
' PO
RTLA
ND C
EMEN
T-LI
ME
MO
RTAR
.
4.3.
MAS
ONR
Y GR
OUT
FIL
L SH
ALL
CONF
ORM
TO
THE
REQ
UIRE
MEN
TS O
FAS
TM C
476
WIT
H A
28 D
AY C
OM
PRES
SIVE
STR
ENGT
H O
F 25
00 P
SI.
MO
RTAR
IS N
OT
ACCE
PTAB
LE F
OR
USE
AS G
ROUT
FIL
L.
4.4.
REIN
FORC
EMEN
T SH
ALL B
E GR
ADE
60.
4.5.
ALL
MAS
ONR
Y RE
INFO
RCIN
G LA
P SP
LICE
LEN
GTHS
SHA
LL B
E 48
BAR
DIAM
ETER
S M
INIM
UM,
UNLE
SS
NOTE
D O
THER
WIS
E.RE
INFO
RCEM
ENT
SHAL
L NO
T BE
WEL
DED
UNLE
SS A
PPRO
VED
BY T
HEEN
GINE
ER.
4.6.
ALL
CMU
WAL
LS S
HALL
HAV
E A
CONT
INUO
US 8
” DE
EP B
OND
BEA
MW
ITH
(2)
#4 B
ARS
CONT
INUO
US,
AS N
EAR
TO T
OP
OF
WAL
L AS
PRAC
TICA
L AND
/OR
AT B
EARI
NG E
LEVA
TIO
NS A
S SH
OW
N O
N DE
TAIL
S.BO
ND B
EAM
S SH
ALL
BE C
ONT
INUO
US A
T CO
RNER
S, U
SING
CO
RNER
BARS
TO
SPL
ICE
WIT
H CO
NTIN
UOUS
REI
NFO
RCEM
ENT.
BO
ND B
EAM
STO
BE
CONT
INUO
US A
T CO
NTRO
L JO
INTS
AND
EXP
ANSI
ON
JOIN
TSUN
LESS
OTH
ERW
ISE
DETA
ILED
. P
ROVI
DE D
UMM
Y JO
INTS
WHE
RECO
NTRO
L JO
INTS
INTE
RSEC
T BO
ND B
EAM
S.
4.7.
UNLE
SS
OTH
ERW
ISE
NOTE
D O
R DE
TAIL
ED,
HORI
ZONT
AL
WAL
LRE
INFO
RCIN
G SH
ALL
BE P
ROVI
DED
IN A
LL M
ASO
NRY
WAL
LS (9
GAU
GEM
INIM
UM),
INTE
RIO
R AN
D EX
TERI
OR,
AT
16
” O
N CE
NTER
VERT
ICAL
LY.
STO
P RE
INFO
RCIN
G EA
CH S
IDE
OF
CONT
ROL J
OIN
TS.
4.8.
REIN
FORC
E CM
U W
ALLS
VE
RTIC
ALLY
W
ITH
FULL
HE
IGHT
BA
RSGR
OUT
ED IN
VER
TICA
L CE
LL A
T CO
RNER
S, E
ACH
SIDE
OF
OPE
NING
S,EA
CH S
IDE
OF
CONT
ROL
JOIN
TS O
R EX
PANS
ION
JOIN
TS, A
ND A
T TH
EFO
LLO
WIN
G M
AXIM
UM S
PACI
NG U
NLES
S SH
OW
N O
THER
WIS
E O
NTH
E DR
AWIN
GS.
VERT
ICAL
REI
NFO
RCIN
G SH
ALL B
E DO
WEL
ED T
O T
HEFO
UNDA
TIO
N W
ITH
THE
SAM
E SI
ZE A
ND S
PACI
NG A
ND S
HALL
EXT
END
THRO
UGH
GRO
UTED
BO
ND B
EAM
AT
THE
TOP
OF
WAL
L AN
DTE
RMIN
ATE
2” F
ROM
TO
P O
F M
ASO
NRY
WAL
L.
8” C
MU:
#5
BAR
S AT
48”
MAX
IMUM
SPA
CING
12” C
MU:
#5 B
ARS
AT 3
2” M
AXIM
UM S
PACI
NG
4.9.
GRO
UT F
ILL
ALL
REIN
FORC
ED C
ELLS
FUL
L HE
IGHT
. GR
OUT
FIL
L AL
LCE
LLS
OF
MAS
ONR
Y BE
LOW
FIN
ISHE
D GR
ADE
ELEV
ATIO
N.
4.10
.VE
RTIC
AL R
EINF
ORC
ING
STEE
L SH
ALL
BE H
ELD
IN P
OSI
TIO
N AT
INTE
RVAL
S O
F 48
INCH
ES M
AX.
WIR
E TI
ES O
R SP
ECIA
LTY
PRO
DUCT
SM
AY B
E US
ED T
O A
CHIE
VE T
HE R
EQUI
RED
VERT
ICAL
BAR
SUP
PORT
.
4.11
.CM
U SH
ALL B
E LA
ID IN
RUN
NING
BO
ND.
4.12
.LO
CATE
D CO
NTRO
L JO
INTS
AT
THE
FOLL
OW
ING
LOCA
TIO
NS U
NLES
SO
THER
WIS
E SP
ECIF
IED
BY A
RCHI
TECT
:
AT A
SPA
CING
OF
NOT
MO
RE T
HAN
30'-0
”AT
A
DIST
ANCE
O
F NO
T O
VER
20'-0
” FR
OM
BO
NDED
INTE
RSEC
TIO
NS A
ND C
ORN
ERS
AT C
HANG
ES IN
WAL
L HEI
GHT
AT C
HANG
ES IN
WAL
L THI
CKNE
SSAB
OVE
JOIN
TS IN
FO
UNDA
TIO
NS A
ND F
LOO
RSAT
EAC
H SI
DE O
F AB
UTTE
D PI
LAST
ERS,
CO
LUM
NS, E
TC.
4.13
.TE
MPO
RARY
SHO
RING
OF
THE
MAS
ONR
Y W
ALLS
SHA
LL B
E PR
OVI
DED
BY
THE
CONT
RACT
OR
UNTI
L TH
E ST
RUCT
URAL
FR
AME,
CONN
ECTI
ONS
, AND
SUP
PORT
ING
ELEM
ENTS
ARE
FUL
LY IN
STAL
LED.
5. C
OLD
FO
RMED
MET
AL F
RAM
ING:
5.1.
ALL
STRU
CTUR
AL M
EMBE
RS S
HALL
BE
DESI
GNED
IN
ACCO
RDAN
CEW
ITH
AMER
ICAN
IRO
N AN
D ST
EEL
INST
ITUT
E (A
ISI)
S100
- “
NORT
HAM
ERIC
AN S
PECI
FICA
TIO
N FO
R TH
E DE
SIGN
OF
COLD
-FO
RMED
STE
ELST
RUCT
URAL
MEM
BERS
” (E
DITI
ON
REFE
RENC
ED IN
THE
APP
LICA
BLE
BUIL
DING
CO
DE E
DITI
ON
LIST
ED A
BOVE
) AN
D TH
E ST
EEL
STUD
MAN
UFAC
TURE
RS A
SSO
CIAT
ION
(SSM
A) S
ECTI
ON
PRO
PERT
IES
AND
TOLE
RANC
ES.
5.2.
ALL
STUD
S,
RUNN
ERS,
AN
D JO
ISTS
SH
ALL
BE
FORM
ED
FRO
MGA
LVAN
IZED
STE
EL C
ORR
ESPO
NDIN
G TO
THE
REQ
UIRE
MEN
TS O
FAS
TM A
446
(OR
APPR
OVE
D EQ
UIVA
LENT
), W
ITH
A M
INIM
UM Y
IELD
STRE
NGTH
(Fy
) O
F 50
ksi
FOR
97 M
IL,
68 M
IL,
AND
54 M
ILTH
ICKN
ESSE
S AN
D Fy
OF
33 k
si FO
R 43
MIL
AND
33
MIL
THI
CKNE
SSES
.
5.3.
FAST
ENIN
G O
F CO
MPO
NENT
S SH
ALL
BE W
ITH
SELF
DRI
LLIN
G SC
REW
SO
R W
ELDE
D. S
CREW
S SH
ALL
BE O
F SU
FFIC
IENT
SIZ
E TO
INSU
RE T
HEST
RENG
TH O
F TH
E CO
NNEC
TIO
N.
WIR
E TY
ING
OF
COM
PONE
NTS
SHAL
L NO
T BE
PER
MIT
TED.
W
ELDS
SHA
LL B
E TO
UCHE
D UP
WIT
HZI
NC-R
ICH
PAIN
T.
5.4.
RUNN
ERS
SHAL
L BE
SEC
UREL
Y AN
CHO
RED
TO T
HE S
UPPO
RTIN
GST
RUCT
URE.
5.5.
TEM
PORA
RY S
HORI
NG S
HALL
BE
PRO
VIDE
D BY
THE
CO
NTRA
CTO
RUN
TIL
THE
COLD
-FO
RMED
ST
RUCT
URE,
SU
PPO
RTIN
G EL
EMEN
TS,
CONN
ECTI
ONS
, AN
D PE
RMAN
ENT
BRAC
ING
ARE
COM
PLET
E.PE
RMAN
ENT
BRAC
ING
MAY
BE
USED
AS
TEM
PORA
RY B
RACI
NG;
HOW
EVER
, ADD
ITIO
NAL T
EMPO
RARY
BRA
CING
MAY
BE
REQ
UIRE
D.
5.6.
WEL
DS/S
CREW
S M
AY
BE
INTE
RCHA
NGEA
BLE
FOR
CONN
ECTI
ONS
WHE
RE A
PPRO
VED
BY T
HE E
NGIN
EER
OF
RECO
RD.
SUBS
TITU
TIO
N O
FW
ELD
FOR
SCRE
WS
OR
VICE
VE
RSA
SHAL
L BE
PE
RMIT
TED
ASFO
LLO
WS:
33 m
il ---
------
DO N
OT
WEL
D 33
mil
MAT
ERIA
L43
mil
------
---(2
) #14
SCR
EWS
FOR
1” O
F 1/
8” F
ILLE
T W
ELD
54 m
il ---
------
(2) #
14 S
CREW
S FO
R 1”
OF
1/8”
FIL
LET
WEL
D68
mil
------
---(1
) #14
SCR
EWS
FOR
1” O
F 1/
8” F
ILLE
T W
ELD
97 m
il ---
------
(1) #
14 S
CREW
S FO
R 1”
OF
1/8”
FIL
LET
WEL
D
5.7.
RESI
STAN
CE T
O M
INO
R AX
IS B
ENDI
NG A
ND R
OTA
TIO
N SH
ALL
BEPR
OVI
DED
BY S
HEAT
HING
, HO
RIZO
NTAL
STR
AP A
ND B
LOCK
ING,
OR
COLD
-RO
LLED
CH
ANNE
L BR
ACIN
G AT
48
” O
NCE
NTER
(MIN
IMUM
), UN
LESS
NO
TED
OTH
ERW
ISE.
5.8.
SPLI
CES
OF
AXIA
LLY
LOAD
ED M
EMBE
RS S
HALL
NO
T BE
PER
MIT
TED
UNLE
SS A
PPRO
VED
BY T
HE E
NGIN
EER
OF
RECO
RD.
THIS
INCL
UDES
,BU
T IS
NO
T LI
MIT
ED T
O, T
RUSS
WEB
S AN
D CH
ORD
S, L
OAD
BEA
RING
WAL
L STU
DS, A
ND B
RACE
MEM
BERS
.
5.9.
BRID
GING
SHA
LL B
E IN
STAL
LED
IMM
EDIA
TELY
AFT
ER J
OIS
TS A
REER
ECTE
D AN
D BE
FORE
CO
NSTR
UCTI
ON
LOAD
S AR
E AP
PLIE
D TO
PREV
ENT
FLAN
GE
ROTA
TIO
N,
AND
TO
SUPP
ORT
FL
ANGE
S IN
COM
PRES
SIO
N.
5.10
.BR
IDGI
NG S
HALL
CO
NSIS
TS O
F SO
LID
BLO
CKIN
G AT
10'
-0”
MAX
SPAC
ING
PLUS
STR
AP B
RACI
NG O
R 1
½”
COLD
-RO
LLED
CHA
NNEL
SAT
TACH
ED T
O T
HE B
OTT
OM
JOIS
T FL
ANGE
S.
5.11
.BR
IDGI
NG S
HALL
BE
INST
ALLE
D AS
FO
LLO
WS:
SPAN
S ≤
16'-0
” ----
------
------
---BR
IDGI
NG A
T M
ID-S
PAN
SPAN
S >
16'-0
” ----
------
------
---BR
IDGI
NG A
T 8'
-0” M
AX
6.W
OO
D FR
AMIN
G:
6.1.
WO
OD
DESI
GN C
ODE
: NAT
IONA
L DE
SIGN
SPE
CIFI
CATI
ON
(NDS
) FO
RW
OO
D CO
NSTR
UCTI
ON,
BY
THE
AMER
ICAN
WO
OD
COUN
CIL
(AW
C)(E
DITI
ON
REFE
RENC
ED IN
THE
APP
LICA
BLE
BUIL
DING
CO
DE E
DITI
ON
LIST
ED A
BOVE
) AND
THE
DES
IGN
VALU
ES F
OR
WO
OD
CONS
TRUC
TIO
NPR
OVI
DED
IN T
HE N
DS S
UPPL
EMEN
T.
6.2.
STRU
CTUR
AL LU
MBE
R:
ALL
STRU
CTUR
AL
LUM
BER,
IN
CLUD
ING
STUD
S IN
LO
ADBE
ARIN
G W
ALLS
, SHA
LL B
E SO
UTHE
RN P
INE
NO. 2
(MO
ISTU
RECO
NTEN
T O
F 19
% O
R LE
SS),
OR
STRO
NGER
ALL
LUM
BER
OR
TIM
BER
EXPO
SED
TO
WEA
THER
O
R IN
CONT
ACT
WIT
H M
ASO
NRY,
CO
NCRE
TE,
OR
EART
H SH
ALL
BEPR
ESSU
RE T
REAT
EDLO
AD
BEAR
ING
WAL
L ST
UDS
SHAL
L HA
VE
BLO
CKIN
G AT
MID
-HEI
GHT
OF
EACH
FLO
OR,
BLO
CKIN
G TO
BE
THE
SAM
EW
IDTH
AS
THE
WAL
LPR
OVI
DE A
MIN
IMUM
OF
(2) S
TUDS
BEL
OW
ALL
GIR
DER
TRUS
SAN
D/O
R BE
AM B
EARI
NG LO
CATI
ONS
ALL
BOLT
S SH
ALL
CONF
ORM
TO
AST
M A
307.
AL
L RO
DS A
NDST
RUCT
URAL
PLA
TES
AND
SHAP
ES S
HALL
CO
NFO
RM T
O T
HERE
QUI
REM
ENTS
OF
ASTM
A36
ALL N
AILS
, SPI
KES,
STA
PLES
, BO
LTS,
NUT
S, W
ASHE
RS, E
TC. T
HAT
ARE
IN C
ONT
ACT
WIT
H TR
EATE
D W
OO
D SH
ALL
BE H
OT
DIPP
EDGA
LVAN
IZED
OR
STAI
NLES
S ST
EEL
6.3.
PLYW
OO
D SH
EATH
ING:
ROO
F SH
EATH
ING
SHAL
L BE
5/8
” TO
NGUE
AND
GRO
OVE
APA
RATE
D SH
EATH
ING,
EXP
OSU
RE 1
WIT
H A
MIN
IMUM
SPA
NRA
TING
OF
40/2
0.
FAST
EN W
ITH
#10
SCRE
WS
AT 6
” O
NCE
NTER
AT
ED
GES
AND
12”
ON
CENT
ER
AT
INTE
RIO
RSU
PPO
RTS.
ROO
F AN
D SU
BFLO
OR
SHEA
THIN
G SH
ALL
BE I
NSTA
LLED
AS
INDI
CATE
D BE
LOW
:SH
EATH
ING
SHAL
L SP
AN
PERP
ENDI
CULA
R TO
DIRE
CTIO
N O
F SU
PPO
RTIN
G M
EMBE
RS
AND
BECO
NTIN
UOUS
OVE
R 2
OR
MO
RE S
PANS
ADJA
CENT
PAN
ELS
SHAL
L BE
ATT
ACHE
D TO
SAM
ESU
PPO
RTIN
G M
EMBE
REN
D JO
INTS
SHA
LL B
E ST
AGGE
RED
PANE
LS
SHAL
L BE
AT
TACH
ED
TO
SUPP
ORT
ING
MEM
BERS
AT
EACH
END
AND
AT
ALL
INTE
RMED
IATE
BEAR
ING
LOCA
TIO
NSPR
OVI
DE
BLO
CKIN
G AT
PA
NEL
EDGE
S BE
TWEE
NTR
USSE
S AS
REQ
UIRE
DW
HERE
TO
NGUE
AND
GRO
OVE
EDG
ES A
RE N
OT
PRO
VIDE
D,
H-CL
IPS
ARE
REQ
UIRE
D O
N AL
LUN
BLO
CKED
SHE
ATHI
NG E
DGES
(REF
EREN
CE
AB
BR
EVIA
TIO
NS:
AND
&NU
MBE
RNO
. / #
PLUS
OR
MIN
US+/
-
ABO
VE F
INIS
HED
FLO
OR
AFF
ABO
VE F
INIS
HED
GRAD
EAF
GAP
PRO
XIM
ATE
APPR
OX
ARCH
ITEC
TURA
LAR
CH
BELO
W F
INIS
HED
FLO
OR
BFF
BELO
W F
INIS
HED
GRAD
EBF
GBU
ILDI
NGBL
DGBE
AMBM
BOTT
OM
OF
STEE
LBO
SBA
SE P
LATE
BPBE
ARIN
GBR
GBO
TH S
IDES
BS
CAST
IN P
LACE
CIP
CANT
ILEV
ERCA
NTCO
NTRO
L JO
INT
CJCO
MPL
ETE
JOIN
T PE
NETR
ATIO
NCJ
PCE
NTER
LINE
CLCL
EAR
CLR
COLU
MN
COL
CONC
RETE
CONC
CONT
INUO
USCO
NT
DOUB
LEDB
LDI
AMET
ERØ
/ DI
ADI
MEN
SIO
NDI
MDR
AWIN
GDW
GDO
WEL
DWL
EACH
EAEA
CH F
ACE
EFEX
PANS
ION
JOIN
TEJ
EMBE
DMEN
TEM
BDEL
EVAT
ION
ELEV
EDGE
OF
SLAB
EOS
EQUA
LEQ
EACH
SID
EES
EACH
WAY
EWEX
TERI
OR
EXT
FOUN
DATI
ON
FNDT
FACE
OF
CONC
RETE
F.O
.CFA
CE O
F M
ASO
NRY
F.O
.M.
FACE
OF
STUD
F.O
.S.
FAR
SIDE
FSFI
NISH
FIN
FINI
SH F
LOO
RFF
FINI
SH G
RADE
FGFL
ANGE
FLG
FLO
OR
FLR
FOO
TING
FTG
FIEL
D VE
RIFY
FV
GAGE
, GAU
GEGA
GALV
ANIZ
EDGA
LVGE
NERA
L NO
TES
GNGR
ADE
GR
HOO
KHK
INSI
DE D
IAM
ETER
IDIN
TERI
OR
INT
JOIN
TJT
KIP
K
LONG
LG
MAX
IMUM
MAX
MO
MEN
T CO
NNEC
TIO
NM
CM
ECHA
NICA
LM
ECH
MAN
UFAC
TURE
(R)
MFR
MIN
IMUM
MIN
MIS
CELL
ANEO
USM
ISC
MET
ALM
TL
NEAR
SID
ENS
NOT
TO S
CALE
NTS
ON
CENT
ERO
CO
UTSI
DE D
IAM
ETER
OD
OPE
NING
OPN
GO
PPO
SITE
HAN
DO
PP H
D
PRE-
ENGI
NEER
ED M
ETAL
BUI
LDIN
GPE
MB
PART
IAL J
OIN
T PE
NETR
ATIO
NPJ
PPE
RPEN
DICU
LAR
PERP
PLAT
EPL
PLUM
BING
PLM
BPR
OJE
CTIO
NPR
OJ
POUN
DS P
ER S
QUA
RE F
OO
TPS
FPO
UNDS
PER
SQ
UARE
INCH
PSI
RADI
USR
REFE
RENC
ERE
FRE
INFO
RCIN
GRE
INF
REQ
UIRE
DRE
Q'D
ROUG
H O
PENI
NGR.
O.
SCHE
DULE
SCHE
DSE
CTIO
NSE
CTSI
MIL
ARSI
MSL
AB O
N GR
ADE
SOG
SEIS
MIC
LOAD
RES
ISTI
NG S
YSTE
MSL
RSSP
ECIF
ICAT
IONS
SPEC
SSQ
UARE
SQST
AGGE
RST
AGST
ANDA
RDST
DST
IFFE
NER
STIF
FST
IRRU
PST
IRST
EEL
STL
STRU
CTUR
ALST
RSY
MM
ETRI
CAL
SYM
TOP
TTO
P AN
D BO
TTO
MT&
BTH
ICK
THK
TOP
OF
CONC
RETE
TOC
TOP
OF
DECK
TOD
TOP
OF
FOO
TING
TOF
TOP
OF
PARA
PET
TOP
TOP
OF
STEE
LTO
STO
P O
F W
ALL
TOW
TYPI
CAL
TYP
UNLE
SS N
OTE
D O
THER
WIS
EUN
O
VERT
ICAL
VERT
WIT
Hw
/W
ELDE
D W
IRE
REIN
FORC
EMEN
TW
WR
WEI
GHT
WGT
COM
PONE
NTS
& C
LADD
ING
WIN
D PR
ESSU
RES
"a" D
ISTA
NCE
= 3.
0 FE
ET.
ZONE
1 =
INTE
RIO
R RO
OF
ZONE
2 =
RO
OF
WIT
HIN
"a" O
F BU
ILDI
NG E
DGE
ZONE
3 =
RO
OF
WIT
HIN
"a" O
F (2
) EDG
ES (C
ORN
ER Z
ONE
)ZO
NE 4
= IN
TERI
OR
WAL
LSZO
NE 5
= W
ALLS
WIT
HIN
"a" O
F BU
ILDI
NG E
DGE
ZONE
ROOF 0 TO 7 DEGREES
10 20
EFFE
CTIV
EW
IND
AREA
(ft²)
10.0
10.0
MAX
+ve
PRES
SURE
(psf
)
-23.
8
-23.
8
MAX
-ve
PRES
SURE
(psf
)
50 100
10.0
-22.
4
10.0
-21.
8
1
10 20
-39.
9
-35.
7
50-3
0.1
2
10 20 503
10 20
21.8
20.8
-23.
6
-22.
6
5019
.5-2
1.4
4
10 20
-29.
0
-27.
1
50-2
4.6
5
100
100
18.6
-20.
4
100
-22.
6
100
-25.
8
WALLS
-60.
1
-49.
8
-36.
1
-25.
8
500
16.4
-18.
1
500
-18.
1
20.8
15.5
19.5
18.6
16.4
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
BAR
SIZE
CLAS
S "B
" TEN
SIO
NLA
P SP
LICE
TAB
LEf'c
= 3
000
psi
1.TO
P BA
RS A
RE H
ORI
ZONT
AL B
ARS
WIT
H M
ORE
THA
N 12
INCH
ES O
F CO
NCRE
TE C
AST
BELO
W T
HE D
EVEL
OPM
ENT
LENG
TH O
R SP
LICE
.2.
CLEA
R CO
VER
AND
SPAC
ING
MUS
T M
EET
THE
FOLL
OW
ING:
BEAM
S/CO
LUM
NS
COVE
R AT
LEAS
T 1d
b
C-C
SPAC
ING
AT LE
AST
2db
ALL O
THER
SCO
VER
AT LE
AST
1db
C-C
SPAC
ING
AT LE
AST
3db
3.TA
BLE
IS B
ASED
ON
REIN
FORC
ING
BAR
YIEL
D ST
RENG
TH (f
y)O
F 60
ksi
AND
NORM
AL W
EIGH
T CO
NCRE
TE. W
HERE
LIG
HTW
EIGH
T CO
NCRE
TE I
S US
ED,
SPLI
CE L
ENGT
HS S
HALL
BE
INCR
EASE
D 30
%.
4.TO
O
BTAI
N CL
ASS
"A"
TENS
ION
LAP
SPLI
CE
LENG
THS
(DEV
ELO
PMEN
T LE
NGTH
), DI
VIDE
SPL
ICE
LENG
THS
BY 1
.3.
#3
TOP
BARS
OTH
ERBA
RS
d b (in)
0.37
528
"22
"
#40.
500
37"
29"
#50.
625
47"
36"
#60.
750
56"
43"
#70.
875
81"
63"
#81.
000
93"
72"
#91.
128
105"
81"
#10
1.27
011
8"91
"
#11
1.41
013
1"10
1"
I N C
O R
P O
R A
T E
DA
RC
HIT
EC
TUR
E
AD
DIT
ION
TO UPS
STOR
EVE
STA
VIA
HIL
LS,
ALA
BA
MA
THOMPSON
2913
Cah
aba
Roa
d B
irmin
gham
, AL
3522
3Te
leph
one
205
414
1272
e-m
ail:
rth
omps
on@thompsona
rchi
tect
ure.
com
ISSU
ED F
OR
CO
NST
RU
CTI
ON
:
06-0
1-17
M Kengineering
MAK P
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t - 17
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PELH
AM - A
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124
(205
) 624
-422
0
2969
PELH
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ABBR
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EEP
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ITH
2#4
CONT
INUO
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TTO
M O
FO
PENI
NGS,
UNL
ESS
NOTE
D
CONT
INUE
HO
RIZO
NTAL
REIN
FORC
EMEN
TTH
ROUG
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NTRO
LJO
INT
AT R
OO
F AN
DFL
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R LE
VELS
CONT
ROL J
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T -
SEE
ARCH
DW
GS
TYPI
CAL V
ERTI
CAL W
ALL
REIN
FORC
EMEN
T - S
EE S
ECTI
ONS
PRO
VIDE
TW
O W
IRES
OF
WIR
E SI
ZE W
1.7
(MW
11)
HORI
ZONT
AL JO
INT
REIN
FORC
EMEN
T @
16"
O.C
.
CORN
ER R
EINF
ORC
EMEN
T -
SEE
WAL
L CO
RNER
REIN
FORC
EMEN
T DE
TAIL
CONT
INUO
US B
OND
BEAM
AT
FLO
OR
LEVE
L - S
EE S
ECTI
ONS
MAS
ONR
Y LI
NTEL
OVE
R O
PENI
NGS
-SE
E M
ASO
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, AL
3522
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205
414
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rth
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on@thompsona
rchi
tect
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com
ISSU
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CO
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:
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M Kengineering
MAK P
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STA
VIA
HIL
LS,
ALA
BA
MA
THOMPSON
2913
Cah
aba
Roa
d B
irmin
gham
, AL
3522
3Te
leph
one
205
414
1272
e-m
ail:
rth
omps
on@thompsona
rchi
tect
ure.
com
ISSU
ED F
OR
CO
NST
RU
CTI
ON
:
06-0
1-17
M Kengineering
MAK P
rojec
t - 17
.083
PELH
AM - A
L - 35
124
(205
) 624
-422
0
2969
PELH
AM PA
RKW
AY - S
UITE
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GHAM
- TU
SCAL
OO
SA
S300
SECT
IONS
1
CITY OF VESTAVIA HILLSSYNOPSIS AND STAFF RECOMMENDATION CONCERNING
APPLICATION BEFORE THE BOARD OF ZONING ADJUSTMENT
Date: MARCH 15, 2018
CASE: BZA-0318-04
REQUESTED ACTION: 7’ side setback variance to reduce the setback to 8’ in lieu of the required 15’
ADDRESS/LOCATION: 3100 Starview Cir.
APPLICANT/OWNER: Jamie & Haley Pursell
GENERAL DISCUSSION: Applicants are seeking a variance to build an attached carport addition. Applicant contends the shape of the lot causes a hardship. The applicant’s property is zoned Vestavia Hills R-2.
CAHABA HEIGHTS COMMUNITY PLAN: This request is consistent with the Community Plan for residential.
STAFF REVIEW AND RECOMMENDATION:
1. City Planner Review: No problems noted.
2. City Engineer Review: No problems noted.
3. City Fire Marshal Review: No problems noted.
4. Building Safety Review: No problems noted.
