HomeMy Public PortalAbout10-0421 WhitneyDianne Otto
From: spillerkevin @gmail.com on behalf of Kevin Spitler [kevin @transitionsmobility.com]
Sent: Tuesday, September 14, 2010 10:24 AM
To: Dianne Otto
Subject: Fwd: Wind Velocity
Attachments: 130 mph Wind Analysis on 10 ft. VPL.doc
Forwarded message
From: Gary Wickham <gary.wickham @harmar.com>
Date: Tue, Sep 14, 2010 at 10:21 AM
Subject: RE: Wind Velocity
To: Kevin Spiller <kevin @transitionsmobility.com>
They did a study for 130mph wind velocity and you can see the attached report. I will be at Med Trade in Atlanta in
November but will not be at the elevator show. Our outside representative for your area, Justin Brooks will be there to
hook up with.
From: spillerkevin@,gmail.com [mailto:spillerkevinAgmail.com] On Behalf Of Kevin Spiller
Sent: Tuesday, September 14, 2010 9:06 AM
To: Gary Wickham
Subject: Wind Velocity
Gary,
Can you please find out if there is a wind velocity rating on the CPL1000?
Thanks so much,
Look forward to meeting you at the NAEC next week.
Kevin Spiller
1
Transitions Mobility & Elevator, LLC
721 National Ave. Lexington, KY 40502
Office 859- 299 -0068
Fax 859- 422 -5023
Toll Free 1- 877 - 341 -3555
www.transitionsmobility.com
Kevin Spiller
Transitions Mobility & Elevator, LLC
721 National Ave. Lexington, KY 40502
Office 859- 299 -0068
Fax 859- 422 -5023
Toll Free 1- 877 - 341 -3555
www.transitionsmobility.com
2
Stress analysis rept
Wind loading NC tower VPL
NC outer banks Vertical Platform Lift Application
Tools: AutoDesk Inventor stress analysis
Abstract:
Robert Hrenchir
12/2/2009
Page 1 of 5
In general, this design is acceptable. The factors of safety are reasonable and the stresses
show some high numbers, but only in concentrated areas, leading me to believe the high
numbers are anomalous. The main concern is that the face of the bracket will need to be
fastened securely to the support so that the shear loads aren't limited to the bolts only, but so
that the entire face sees shear loading.
Given:
Tower dimensions (approx): 149" high x 34.5 "wide x 11" deep
Car outside dimensions (approx) : 55" long x 45 high x 36" wide
Peaks Wind speed asked to check: 130mph (note, this is not an ASCE -7 zone number or an
mean hourly wind -speed at a given height —this is not for an IBC report and is done by an EIT,
not a licensed PE -rh)
Results:
• The request is to calculate the stress on the mounting bracket/tower and `will it work'.
An estimated Fs number is provided for the calculations.
• Stresses on the fasteners mounting to the tower are also provided, along with a
recommended quantity and size for the fasteners.
• Since the tower is mounted with a bracket on one side, the stress analysis for a 130mph
wind is from `behind'. This is likely the worst case, as from the left' side will certainly be
less and the `front' will be identical.
Not Given or calculated:
• No information is provided about the structure this is to be bolted to. It is considered to
be a `fixed' structure in the stress analysis, which assumes it is sufficiently stiff to accept
the additional loads being added.
• No allowances are made for deflection in the supporting structure itself. These should
not affect the performance of the mounting significantly.
• No dynamic analysis, with frequencies or nodes, etc. is provided.
• Estimated deflection numbers using FEA on the brackets themselves is provided
• Stresses in the mounting of the tower at its base are not figured, only the stress likely to
be transmitted to the bracket. The loading and the force concentration on the base will
be significantly less than on the top bracket.
Stress analysis rept
Wind loading NC tower VPL
Robert Hrenchir
12/2/2009
Page 2 of 5
FORCES:
For forces from wind , the equation being used is:
F= AxPxCd,where
F =total force on the structure in Ibs -force
A = the area structure in square feet
P = the pressure density on the surface due to the wind figured from a standard equation.
Cd= the coefficient of drag, for the tower and the car. A flat plate is usually estimated at 1.7-
2.0 depending on it's, surface. Since the car is stepped -out from the tower, it will provide slightly
better airflow (from the side and back) than a flat plate, so 1.7 is used for the back.
AREA: The whole `sail' area of the car and tower is
used in the figures to calculate the force. Then an
estimate is made of how much that wind -force is taken
by the base - mounting and how much by the bolted
bracket. Since the bolted bracket will not allow the legs
of the tower to deflect (bend) unless it is failed, the
assumption is made that the base mounting doesn't
provide a moment to counteract deflection force through
the legs of the tower. Because of this, the calculations
are simplified, since it does not require an estimate of
the spring- constant of the legs, or stress analysis on the
overall structure.
FROM `BEHIND" -- figured because it's likely the worst -
case.
• The tower is 149 inches tall by 34.5 inches wide.
5140.5 sq inches
• The car is 55 inches long, of which 20.5 overhangs the tower on the two ends. The car
and platform measure about 45 high. 922 square inches
Sum of these two: 6063 sq in, equal to
42.1 sq feet.
Force split:
For the area above the car, the distance from the center of pressure to the bracket (which is at
118 ") is 33.42 inches, where the lever to the base is 137 inches. The bracket will take
137 33.43
170.43 170.43 so the bracket take 80.3 percent of the top load
For the car area, the bracket at 118 car Cp is at 102.5 lever arm is
The lever arm is 31.56 to the bracket, 102.5 to the base. 134.06 total, 76% on upper bracket
Stress analysis rept
Wind loading NC tower VPL
Robert Hrenchir
12/2/2009
Page 3 of 5
For the lower base, the Cp is at 40 inches to the 118 bracket. Lever arm for bracket is 82.7, 40
for base. The sum of these is 122.7 so bracket takes 32.5 percent of this load.
FORCES: for all sections, P = 0.00256 x VA2 the load per square foot is 43.26 psf. At 130mph.
F =AX PXCd or 2.875 x 43.26 x 1.7
The area of the top section, 414 sq in = 2.875 sq ft *in: 124.3 Ibs * 1.7 = 211.3 Ibf, of which
169.68 is on the top bracket
The area of the car section, 55 x 45 = 2475 sq in = 17.1875 sq ft x 43.26psf * 1.7 =1264 Ibf of
which top bracket gets 76 percent= 960.6Ibf
The area below the car, 80 x 34.5 = 2760 sq in = 19.16 sq ft x 43.26 * 1.7 = 1409.55 Ibf of
which the top bracket gets 32.5 percent, = 458 Ibf
The sum of the three area's forces on the top bracket is 169.7 + 960.6 + 458 =1588 Ibf.
FEA stress analysis done with 1588 Ibf
Using the eight bolt holes at the width of the bracket, with all force applied in the negative z axis.
The `fixed' component is the four bolt holes and for this test, the face they mount to is shown as
`fixed.' Note, this will only truly be fixed if all of the bolts are tightened with significant preload
(torque) on them.
The max stress shown is 103ksi , but the vast area of the part is under 20 ksi. Fact is, no high
stress area is visible in the picture.
_ � 45114.i Pari1 #o»erbraceiam 49304.iam a
24 52
Stress analysis rept
Wind loading NC tower VPL
Robert Hrenchir
12/2/2009
Page 4 of 5
In general, the factor of safety of the bracket is in the 3+ range, but again it's indicating
somewhere the Fs goes low, down to 0.29. Again, the assessment is made that these areas
are bolt - joints in this system and hence, anomalous for this test. The Fs of the bracket itself
never shows more severe than `orange', which would be approx Fs. 2.
I-ICN0,C
45114. Part1 f towerbrace.iam i 443A4.iam 'J
24 52
The conclusion therefore is this design is satisfactory as designed if the installers ensure the
bracket is bolted with enough pre -load to the structure wall to absorb significant shear loading.
This means that the bolts need to be tight, even torqued if their manufacturer's allow it.
As for how to bolt this, these fasteners must be capable of sustained shear Toads in excess of
400 Ibs each, and for a Fs of 2.0, make that 800 lbs.
Fasteners Okay to use:
Tapcon screws into concrete, min 1/4" screw, min 1 -1/2" embedment,
Wedge anchors min 3/8" diameter into concrete, torque the nuts and use galv locking hardware
Lag -bolts into wood, min 3/8" dia, min 4" embedment. Use galvanized for outdoor exposure.
Carriage bolts through wood, min 3/8" dia. Galvanized due to outdoor exposure.
Fasteners Not Okay:
Nails, not of any kind, as they won't ensure preload on the plate, hence the friction of the plate
on the structure won't absorb any of the shear load.
Stress analysis rept
Wind loading NC tower VPL Robert Hrenchir
12/2/2009
Page 5 of 5
Lead - anchors in concrete —these won't tighten sufficiently to accept a significant shear load and
they're usually too short.
If this installation is into a hollow -block wall, appropriate toggle -bolts will be required - large and
corrosion resistant. Details can be provided if required.
Don't use any standard zinc - plated hardware. This is outdoors in an environment near the
ocean. Standard zinc - plated stuff lasts only a minimal time in this environment.
SEP 10,2010 06:53A TPetrea 9127868205 p age 1
Sep.07.2010 14:20 r_ ,ILITX CONCEPTS OF SAVA 912233: .3 PAGE. 17 6
NC outer banks Vertical Platform Lift Application
Tools: AutoDesk Inventor stress analysis /"k 1'
Abstract:
In general, this design is acceptable. The factors of matey are reasonable and the stresses
show some high numbers, but only in concentrated area , leading me to believe the high
numbers are anomalous. The main concern is that the fees of the bracket will need to be
fastened securely to the support so that the shear loads aren't limited to the bolts only, but so
that the entire face sees shear loading.
ACt4 '17;;;t/
Given:
Tower dimensions (approx): 149" high x 34.5"wide x 11" deep
Car outside dimensions (approx) : 55" long x 45 high x 3i3" wide
Peaks Wind speed asked to check: 130mph (note, this is not an ASCE -7 zone number or an
mean hourly wind- epeed at a given height —this is not for an IBC report and is done by an EIT,
not a licensed PE -M)
Results:
• The request is to calculate the stress on the mounting bracket/tower and 'will it work'.
An estimated Fs number Is provided for the calculations.
• Stresses on the fasteners mounting to the tower are also provided, along with a
recommended quantity and site for the fasteners
• Since the tower is mounted with a bracket on ono side, the stress analysis for a 130mph
wind is from 'behind', This is likely the worst calm, es from the 'left side will certainly be
less and the 'front' will be identical.
Not Given or calculated:
• No information is provided about the structure th s Is to be bolted to, It is considered to
be a 'fixed' structure in the stress analysis, which assumes it is sufficiently stiff to accept
the additional toads being added.
• No allowances are made for deflection in the supporting structure itself. These should
not affect the performance of the mounting signi' scantly.
• No dynamic analysis, with frequencies or nodes, etc, is provided.
• Estimated deflection numbers using FEA on the brackets themselves is provided
• Stresses in the mounting of the tower at its base are not figured, only the stress likely to
be transmitted to the bracket. The loading and the force concentration on the base will
be significantly Tess than on the top bracket.
Stress analysis rept
Wind loading NC tower VPL
leobinty Qortoepts of Savannah
3938 Cg.:chae Rd. Robert Hrenchir
1 Savannah, 011 31405 1212/2009
(912)233-'1050 Page t of 8
SEP QV, 2010 10:00A 91223:i9903 rage 1
SEP 10,2010 06:53A TPetrea 9127868205
Sep.07.2030 14:20 L CONCkITS or* SAvi VX4Z36_ a raves. Lr'
4
•• it•• ... , . 714• I.
FORCES:
For forces from wind , the equation being used is:
F =AxP.(Cci,where
1= =total force on the structure in Ibs -force
A = the area structure in square feet
P • the pressure ,tensity on the surface due to the wind
figured from a standard equation.
Cd= the coefficient of drag, for the tower and the car. A
fiat plate is usual!' estimated at 1.7 -2.0 depending on it's
surface. Since the car is stepped -oust from the tower, it
will provide slightly better airflow (from the side and
back) than a flat plate, so 1.7 Is used for the back.
AREA: The Whole 'sail' area of the car and tower is used in the figures to calculate the force.
Then an estimate is made of how much that wind -force Iii taken by the base - mounting and how
much by the bolted bracket Since the bolted bracket will not allow the legs of the tower to
defect (bend) unless it Is failed, the assumption is made that the base mounting doesn't provide
a moment to counteract deflection force through the legal of the tower. Because of this, the
calculations are simplified, since it does not require an e 3timate of the spring- constant of the
legs, or stress analysis on the overall structure,
FROM 'BEHIND" — figured because Ws likely the worst -case.
• The tower is 149 inches tail by 34.6 inches wide. 5140.5 sq inches
• The car is 55 inches long, of which 20.5 overhangs the tower on the two ends. The car
and platform measure about 45 high. 922 squarlt inches
Bum of these two: 6063 sq in, equal to
42,1 :3q feet.
Force split:
For the area above the car, the distance from tho center of pressure to the bracket
(which is et 11$") is 33.42 inches, where the lever to the base is 137 inches, The
bracket will take
137 33.43
170.43 170.43 so the bracket take 80.3 percent of the top load
For the car area, the bracket at 118 car Cp is at 102.5 lever arm is
Stress analysis rcpt
Wind loading NC tower VPL
SEP 07, 2010 10:00A
r Concerts of Savannah
838 Og":chce Rd.
Savannah, GA 31405
,2.134050
Robert Hrenchir
12/2/2009
Page 2 of 6
9122 A S 390A p. go 2
SEP 10,2010 06:53A TPetrea 9127868205
Sep.07.2010 1.4:21 t■,._dILITY CONCEPTS OF SAV'A 912233_ .3
page 3
P1 ci . s b
The lever arm is 31.59 to the bracket, 102.5 to the base. 134.06 total, 76% on upper bracket
For the lower base, the Cp is at 40 Inches to the 118 bracket. Laver arm for bracket is 82.7, 40
for base. The sum of these is 122,7 so bracket takes 32.5 percent of this load.
FORCES: for all sections, P = 0.00256 x VA2 the kid per square foot is 43.26 oaf. At
130mph.
F=AXPXOd or2.875x43.213x1.7
The area of the top section, 414 sq in a 2.875 sq ft *in: 124.3 Ibs* 1.7 = 211.3 Ibf, of which
189.68 is on the top bracket
The area of the car section, 55 x 45 = 2475 sq in =17.1875 sq ft x 43.28psf * 1.7 =1264 ibf of
which top bracket gets 76 percent= 960,CIbf
The area below the car, 80 x 34.5 = 2760 sq in =19.16 !;q ft x 43.26 * 1.7 =1409.55 lbf of
which the top bracket gets 32.5 percent, = 458 Ibf
The sum of the three area's forces on the top bracket is 169.7 + 960.6 + 458 =1588 lbf.
FEA stress anatyaie done with 1588 Ibf
Using the eight bolt holes at the width of the bracket, with all force applied in the negative z axis.
The 'fixed' component is the four bolt holes and for this t ,st, the face they mount to is shown as
'fixed.' Nate, this will only truly be fixed if ell of the bolts are tightened with significant preload
(torque) an them.
The max stress shown is 103ksi , but the vast tree of thu part is under 20 ks1 f=act is, no high
stress area is visible in the picture.
Stress analysis rcpt
Wind loading NC tower VPL
riliibtffilltolOceoto of Savannah
3030 Qga :chug fad.
S.,Wannah, GA 21405
•
(912)23-15�
SEP 07,2010 10:01A 912233 :1903
Robert Hrenchir
12/2/2009
Page 3 of 6
page 3
SEP 10,2010 06:54A TPetrea
9127868205
Sep-07_2010 14:21 i31L1 1: Y euNct:Y b yr *J4A 2.1-4Z—)J
InIV 4. Wr. 4A* .I. 1.1 . I. ii C? A. .be MI 011. ' rt:J
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104.1.s:, M,Ivn Poe.) N.%4 fhtsw• Mesh Vt.; SAM Uu kMW' '- leas..
7.alc 46 k, Conoelgen :e rat P.., 1.'1 5r.1
•�..__� :- ».•_.•. 1.04,15 Coladt ht14.: in rt --- -- fmotaS• ntpx wx
essnnM XI BI IRSG1;1ENFO',15pXt ..____ -. - .. -...- ... .__.
5
Stress enalysis rapt
Wind loading NC tower VPL
SEP 07,2010 10:O1A
e of
3938 t�9apta a Savannah
C.lvannal►, GA 39405
(912) 233 -1050
912233)903
Robert Nrenchir
12/212009
Page 4 of 6
pale 4
y
paycc 4
SEP 10,2010 06:54A TPetrea 9127868205
Sep. 07.2010 14:21 t ILITY CONCEPTS OF SAV.4 9 z
page 5
YHIiL. / D
In general, the factor of safety of the bracket is in the 3+ range, but again it's indicating
somewhere the Fs goes low, down to 0.29. Again, the aai essrnent is made that these areas
are bolt- joints in this system and hence, anomalous for this test. The Fs of the bracket itself
never shows more severe than 'orange', which would be cpprox Fs. 2.
V• 9
IL-if I i .�...i,flnl -�hkN V t /l4 �bnue
6eamnr.; .uyq 4 Fo.c• the, opt V,
,. MN4na1 Ctet14•6!1
IJ
la.o.
1.,;J i tats u d u'r ,.e.r ,ot - Lj ;'1 �.
Med.4rw ion!W.et! il.p+r. ',troll
Ore4>tt ov. MIA Palos
M.pM
Sri
The conclusion therefore is this design Is satisfactory as designed if the installers anaure the
bracket is bolted with enough pre -load to the structure ail to absorb significant shear loading.
This means that the bolts need to be fight, even torqued If their manufacturer's allow it
As for how to bolt this, these fasteners must be capable of sustained shear loads in excess of
400 Ibs each, and for a Fs of 2.0, make that 800 Ibs.
Faatstenet* Okay to us,:
Tapcon screws into concrete, min W screw, min 1.112" Embedment,
Wedge anchors min 3/8" diameter into concrete, torque 'Ihe nuts and use pale kicking hardware
Lag -bolts Into wood, min 318" Ilia, min 4" embedment. U a galvanized for outdoor exposure.
Carriage bolts through wood, min 318" dia. Galvanized due to outdoor exposure.
Fastener* Not Okay:
Nails, not of any kind, as they won't ensure preload on the plate, hence the friction of the plate
on the structure won't absorb any of the shear load.
Sties analysis rept
Wind loading NO tower VPL
`` obiI ty eonoep to of Savannah
3938 Ogscchae tic.
SAvannah, GA 31405
(911) 431050
Robert Hrenchir
12/2/2009
Page 6 of 6
SLY 07,2010 10:01A 9122'33490:3 page 5
SEP 30,2010 06:54A TPetrea 9127868205
Sep. 07.2010 14:21 JILITY CONC:EV S 01 bAAA y1LL33
page 6
'Jt L . D 0
Lead- anchors in concrete —these won't tighten sufficient!r to accept a significant shear load and
they're usually too short.
If this installation is into a hollow -block wail, appropriate toggle -bolts will be required - large and
corrosion resistant Details can be provided If required.
Don't use any standard zinc- plated hardware. This is outdoors in an environment near the
ocean. Standard zinc- plated stuff lasts only a minimal time in this environment.
Stress analysis rapt
Wind loading NC tower VPL
SEP 0'62010 10:02A
l�lolbmty idartraf its of Savannah
3938 Ogs:schee Rd.
5 anrlah, OA 31406
(91.2) 2:1-1050
9122339903
Robert Hrenchir
1212/2008
PageBof6
page 6
City of '3ee Island • Community Develc ent Dept.
Inspection Report
403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328
Phone 912.786.4573 ext. 114 • Fax 912.786.9539
Permit No. t' - (X /ZJ Date Requested
Owner's Name Lib/ Date Needed r�• 0
lm%
INTERNATIONAL
CODE COUNCIL
MEMBER
Gen. Contractor Subcontractor
Contact Information `7
Project Address 12)6 1-51k-,--E/
Scope of Work /jL// J .)
Inspector !� / Date of Inspection �t(J
Inspection 54 3 -- Pass LJ jrFa"-il Fee ❑
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
DATE ISSUED: 08 -18 -2010
WORK DESCRIPTION
WORK LOCATION
OWNER NAME
ADDRESS
CITY, ST, ZIP
PHONE NUMBER
CONTRACTOR NAME
ADDRESS
CITY STATE ZIP
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE
TOTAL FEES CHARGED
PROPERTY IDENTIFICATION #
PROJECT VALUATION
TYKE CITY OF T G L 'LY
CITY OF TYBEE ISLAND G
BUILDING PERMIT
INSTALL WHEELCHAIR LIFT GCCR
1216 FIFTH AVE -APTS
WHITNEY, PATRICIA
PO BOX 952
TYBEE ISLAND GA 31328 -0952
WHITNEY, PATRICIA
PO BOX 952
TYBEE ISLAND GA 31328 -0952
P
$ 117.00
$9,100.00
a'
RECD: 00245 69 0/10/2010 2 :3
TRAM: 3„0000 ?ding Permits
OPER: 00 TERM: 002
REF *: 4403 PERMIT #: 100421
TENDERED: 117.00 i 0 EC
APPLIED: 117.00-
CRANK: 0.00
TOTAL BALANCE DUE: $ 117.00
It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire,
soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including
all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be
approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction
covered by this permit.
This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted
work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided
unless work has begun within six months of the date of issuance.
Signature of Building Inspector or Authorized Agent:
P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 786 -9539
www.cityoftybee.org
DATE ISSUED: 08 -18 -2010
WORK DESCRIPTION
WORK LOCATION
OWNER NAME
ADDRESS
CITY, ST, ZIP
PHONE NUMBER
CONTRACTOR NAME
ADDRESS
CITY STATE ZIP
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE
TOTAL FEES CHARGED
PROPERTY IDENTIFICATION #
PROJECT VALUATION
CITY OF TYBEE ISLAND
BUILDING PERMIT
INSTALL WHEELCHAIR LIFT
1216 FIFTH AVE -APTS
WHITNEY, PATRICIA
PO BOX 952
TYBEE ISLAND GA 31328 -0952
WHITNEY, PATRICIA
PO BOX 952
TYBEE ISLAND GA 31328 -0952
P
$ 117.00
$9,100.00
PERMIT #: 100421
TOTAL BALANCE DUE: $ 117.00
It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire,
soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including
all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be
approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction
covered by this permit.
This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted
work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided
unless work has begun within six months of the date of issuance.
Signature of Building Inspector or Authorized Agent:
P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 786 -9539
www.cityoftybee.org
f 0-0 4-2,(
CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT
Location: 4 AV
Q, .
NAME
ADDRESS
PIN #
TELEPHONE
Owner
O
SYLVIA
Grp-
1 2., C. � ST tk A :!f
Architect
or Engineer
tYly g� i i T -i
CC, C E el 3
Z 3.3 _ I 0 50 - o f
3`'/:3
c
0 C", C:F C o�l dl. S
Building
Contractor
JG
m A A R rJ Y
r
cr 2 5 -4 9 4 T
(Check all that apply)
❑ Repair
❑ Renovation
❑ Minor Addition
❑ Substantial Addition
• Other . j i L C A t2
LA FT
Details of Project:
S��
❑ Residential
❑ Single Family
❑ Duplex
❑ Multi- Family
❑ Commercial
Footprint Changes
Discovery
Demolition
Estimated Cost of Construction: $ (0 0"
Con ruction Type
(1) ood Frame
(2) od & Masonry
(3) Bri Veneer
Proposed se:
Remarks:
ATTACH A
following info
# Units
Lot Area
# Off - street p.. rking sp
Trees located & listed o
Access:
Driveway
Setbacks: F ont
(Enter appropriate number)
(4) Masonry (6) Other (please specify)
(5) Steel & Masonry
Y OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the
ation based on the construction drawings and site plan:
ces
site plan
(ft.)
# Bedrooms
# Bathrooms
Living space (total sq. ft.)
With culvert?
Rear
With swale?
Sides (L) (R)
# Stories Height \Vertical distance measured from the average adjacent
grade of the building to the extreme hig oint of the building, exclusive of chimneys, heating
units, ventilation ducts, air conditioning units, elevators, and similar appurtances.
During construction:
On -site restroom facilities will be provided through
On -site waste and debris containers will be provided by
Construction debris will be disposed by
by means of
I understand that I must comply with zoning, flood damage control, building, fire, shore
protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations.
I understand that the lot must be staked out and that the stakes will be inspected to ensure that the
setback requirements are met. I understand also that a certified plot plan showing elevation must
be attached to this application and that an as -built elevation certification is due as soon as the
habitable floor level is established. Drainage: I realize that I must ensure the adequacy of
drainage of this property so that surrounding property is in no way adversely affected. I accept
responsibility for any corrective action that may be necessary tore drainage impaired by this
permitted constru tion.
Date: �
Note: A permit normally takes 7 to 10 days to process.
Signature of Applicant:
The following is to be completed by City personnel:
Zoning certification
Approved rezoning/variance?
Street address and number: New
Is it in compliance with City map?
If not, has street name and /or number been reported to MPC?
FEMA Certification attached
State Energy Code Affidavit attached
Utilities and Public Works:
Describe any unusual finding(s)
NFIP Flood Zone
Existing
Access to building site
Distance to water main tap site
Distance to sewer stub site
Water meter size
Storm drainage
Approvals: Signature Date
Zoning Administrator
Code Enforcement Officer
Water /Sewer
Storm /Drainage
Inspections
City Manager
FEES
Permit
Inspections
Water Tap
Sewer Stub
Aid to Const.
go
TOTAL _1(
LEAD -BASED PAINT
Adapted from http: / /www.epa.gov /lead /pubs /renovation.htm. Please use that site to access the following information.
Information for Property Owners of Rental Housing, Child- Occupied Facilities
Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented
by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information
pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools.
Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation
disclosure form may be used for this purpose.
After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by
child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair
and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee
payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or
disapprove the application.
Property owners who perform renovation, repairs, and painting jobs in rental property should also:
• Take training to learn how to perform lead -safe work practices.
• Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010.
• Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead -
safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has
developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010.
• Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right.
• Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting.
Information for Homeowners Working at Home
If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project.
However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and
planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care
Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1- 800 -424-
LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint.
Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools
As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is
performed in your home, or in the child care facility or school that your child attends.
• Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants
sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information
pamphlet.
• Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of
children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child
care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child
Care Providers, and Schools lead hazard information pamphlet.
Information for Contractors
As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create
dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation,
repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child-
care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child
Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be
used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices.
To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The
Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application.
Contractors who perform renovation, repairs, and painting jobs should also:
• Take training to learn how to perform lead -safe work practices.
• Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation,
Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course
you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to
become a certified renovator. Click here for a list of eligible courses.
• Provide a copy of your EPA or state lead training certificate to your client.
• Tell your client what lead -safe methods you will use to perform the job.
• Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010.
• Ask your client to share the results of any previously conducted lead tests.
• Provide your client with references from at least three recent jobs involving homes built before 1978.
• Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead -
safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has
developed to help contractors comply with the renovation recordkeeping requirements.
about how to c ply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right.
out • to -safe work practices in EPA's Steps to Leacj Safe Rgnovation, Repair and Painting.
_IF YOU'RE NOT
„LEAD SAFE CERTIFIED,
'DISTURBING
-JUST SIX
SQUARE FEET
,COULD COST YOU
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Si
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Printed Name
Date
7
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DEPT. O
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RESOURCES
Permit Acknowledgement of
Asbestos /Environmental Notification to Georgia EPD for
Projects Involving Demolition, Wrecking, or Renovation
The undersigned hereby acknowledges that the issuance of this permit does not in any way grant
permission to the owner, owner's representative, or permit holder to proceed with demolition,
wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project
Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with
the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the
rules. In most cases, the rules require both the owner and the involved contractors to assure the
portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos
Inspector for materials that contain asbestos; and the removal of the asbestos before renovation,
wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed
demolition notification from be submitted 10 workings days in advance even if no asbestos is
present in the building. Further guidance for regulatory compliance and contact telephone
numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and
Demolition. Other environmental issues such as asbestos removal techniques, lead abatement,
ground contamination, or unusual site conditions may have EPD regulations that could affect the
pro ect.
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Printed Name
9
Date lo
Office Use Only:
Project Address:
Permit Number:
MOBILITY CONCEPTS
OF SAVANNAH, INC.
"We're Here To Get You There"
TOLL FREE 877- 785 - 5438 * 912- 233 -1050 * 3938 OGEECHEE RD * SAVANNAH. GA 31405 * FAX 912- 233 -9903
VANCONVERSIONS, ADAPTIVE DRIVINGAIDSAND PRODUCTS FOR THE MOBILITY IMPAIRED
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ROBERT L. CONNER, RN
• Accessible Vans • Power Wheelchairs
• Scooters • Residential Accessibility
Sales, Service, Rentals, Repairs
Tut_ FREE 877- 785 -5438 PHONE 912 -233 -1050 FAX 912 - 233 -9903
3938 OGEECHEE RD SAVANNAH, GA 31405
www.mobilityconceptsorsavannah.com
"WE'RE HERE TO GET YOU THERE"
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40" Clear
42° High
Guard Panels
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Left Hand Shown - Right Hand Opposite
Model
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125"
101"
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125"
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18505 8. 163rd Street Loire Winnebago MO 64034
PHONE (816) 537 -0661 FAX: (816) Iroit=tgolawategetitylirlabathmelptspolasonacaftdonFalboslo, aanealea
t=StrItietttolivuttententintiscobterspoducedartsedbatemmter
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CPL 1400
197"
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TB
SCALE
NTS
DATE
05117/10
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PAGE NO_
REVISIOit
DRAWING NO.:
4260EES