HomeMy Public PortalAbout09-0073 Waller �� CITY OF i YBEE if.A.HOL
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1:ECii: 00177423 2/20/2009
10:38 AM
CITY OF TYBEE ISLAND
IRAN` 3.0000 Duildinq Per
its
BUILDING PERMIT {PER: MF TERM: 001
. DATE ISSUED: 02-20-2009 kEF. 4#: _PERMIT#: 090073
WORK DESCRIPTION REPLACE 6 WNDWS&1 DR;STUCCO
WORK LOCATION 18 SHIRLEY RD 0 C
TENDERED: 5.00 i
OWNER NAME MARK WALLER E:HEwi;f 5)
ADDRESS PO BOX 7768
.CITY,ST,ZIP GARDEN CITY'GA 31418-7768 APPLIED: 55.00- 1
,PHONE NUMBER
CONTRACTOR NAME MARK WALLER
ADDRESS PO BOX 7768
CHANCE: ;.ill
CITY STATE'ZIP GARDEN CITY GA 31418-7768 •
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE P
TOTAL FEES CHARGED $ 55.00
PROPERTY IDENTIFICATION#
PROJECT VALUATION $5,000.00
TOTAL BALANCE DUE: $ 55.00
i 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.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328
(912)786-4573-FAX(912)786-9539
www.cityoftybee.org
4-l06E �yy� .`=``
y City ( 'ybee Island • Community Deve' ment Dept. ���X
;ma :z
Inspection Report
i ,/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 =��
y INTERNATIONAL
Phone 912.786.4573 ext. 114 • Fax 912.786.9539 COOECOUNCIL
{)-:-7-- � MEMBER
Permit No. Oc:�73 Date Requested Gil / 1�;7
Owner's Name (•c.)'7/4-77. Date Needed �f1 U
Gen. Contractor Subcontractor
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Contact Information i2/47--4/ j -? '7 Iva,
Project Address P? .-::;t4 J 0. L.(-/
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Scope of Work . �. Ti (---, -j
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Inspector 74 Date of Inspection )/J'`I/;-)
Inspection FT 1 n.)► —'-r7 'c ,' ,�_ Pass a" Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass El Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
From:SEACO 912 966 2340 06/01 i1010 11:02 11654 P.002/002
•
976 Houston Northcutt Boulevard , ; VISTA/ !,
Suite 3 •Mt.Pleasant,SC 29464 f
W I N D O W F I L M
Charleston 843,884.5123 _ ,,
Hilton Head 843.684.5123 - 4�
Savannah, GA 912.234,0508 GROUP INC. �_
Brunswick, GA 912.638.7171 ' LLU C1(
Toll Free 888.884.5123 GLASS TINTING WINDOW FILM
Fax 843.884.5264
RESIDENTIAL • COMMERCIAL • MARINE
PROPOSAL s .. 4
Name TELEPHONE " -•-•"
R NUMBER , Z
Address_ l7 rittiyi -i l ' INSTALLATION
DATE
City`j State Zip
1`i� DAY ��...,� ; IP
Subdivision Ref.By: TIME .,1'
FILM TYPE SPECTRA
SELECT VISTA I!WINDOWS AREA AREA LWMAR
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PROPOILAL ACCEPTED AND INSTALLATION AUTHORIZED BY HOW
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530N PAID tiCHECK NO -? J
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DATE GUST eo.No.
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UMBER
PAYMENT IN FULL IS DUE AND PAYABLE UPON COMPLETION OF WORK UNLESS OTHERWISE STATED ABOVE.
FINANCE CHARGES WILL ae CHARGED ON PAST DUE BALANCES AT THE MAXIMUM INTEREST PERMITTED BY
APPUCABLE LAW. SUCH FINANCE CHARGES. IF AMC BEGIN ACCRUING AND BECOME DUE AND PAYABLE
THIRTY DAYSAFTER THE PAYMENT IS DUE UNLESS OTHERWISE SPECIFIED. LOT NO.
YELLOW.OFFICE
From:SEAM 912 966 2340 06/01 '1010 11:01 #654 P.001/002
foutheartem P.C.BOX 7768
•
GARDEN CITY, GA 31418
air conditioning co., t nc. PHONE 912-964-0220 FAX 912-966-2340
GA-CN004592 SC-M2999
FAX TRANSMITTAL
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From:SEAM 912 966 2340 05/11/"10 14:01 #600 P.001/008
,f�V� ,.,,.,� �} P.o. sox 7768
GW lerr� GARDEN CITY,CAA 31418
air conditioning co., inc. PHONE 912-964-0220 FAX 912-966-2340
GA-CN004592 SC-M2999
FAX TRANSMITTAL
DATE: 5— 11—lo
TO: 7V8
ATTN: RA4
FAX NO. 2 et- 953 PAGES INCLUDING COVER: g
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From:SEACO 912 986 2340 05/110'110 14:01 lt800 P.002/008
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i:-•'.,:••a-•••,•f. cgtv ofi cyb ee isiand •Corarnureitv Deveisrpmerit Dept,
eral:4t._1.2
;:.".. ..ia....; , Inspeztiort Report woke
fitttasi4
403 Butler Ave. • P.O. box 2.74ig - TyLiee Island, ti4_•.A. 3132B ,
'+:'.•••e`4-'•% Phone 912,755.-1-573 ext. 114 • Fax 911.78-5.9539
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Pe rtii il: 1'1 a_ 0 4:1*".0 0 73 Date Requested 51- 6;10
Owner's Name _W 0_41ter.." Date Needed
67.--(o .0/0
Gen. Contractor Subcontractor'
Contact Information Aarkl 5-Li 7- 3 7 0 2.
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Project Address _ _/_ 175L\LCILe9---W-1—!---
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Sc.ope of Work 7_
tp.la.ke-_tg__Cd.._. odQWS__2E...LOIL_ourr_
Inspector __ Date of Inspection
Inspectir;21 *co 4 0.j _J
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From:SEAM 912 966 2340 05/11/'x'.10 14:02 11600 P.003/009
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06/80/02 13.e40am P. 007
R w R W Building Consultants, Inc.
B hung and Services for the Building Industry
C p.c.&u 230 Vslrica,FL 33594 Ph®e 813.659.9197 Facsimile 813.659.4858
minus NOTICE OF EVALUATION*TTF-256F
Tgherme-TSrw Cap.
108 Matxi'eld Road
&der,IN 46721
Phone 260.868.5811 Facsimile 260.863.5190
pitscarnoN OF 11N1T
M dd Dedgoadom Pit Classic/811300th Star,Sates Fiberglas Dom(Oland)with or without Bide-1f1a
Mud=Overail MEW!t 4 to 11'4 s i'3 Usable Y.wrlas CoeQguirmtlems X,ONO,XO,0711,XX&OXXO
Geeend Deseriptime The bread and jambs are wood emiseing 4.5's 125"with en and coded abominate titre hold,The door
panels sad*Mime panels are 1.68"thick aid amnia dm SMC skins with s thickness 40.065"Sir the Fiber Omsk Series
or the Smooth Star Sorbs with a elan thickness of 0.070''. Skis am glued to wood miles and rails with a wid a core. The
glued midriitee are tossed 10 mambo 118"tempered or 19X'insulated temperedlip the inserts or ivtegal shah cased Hies
nrmdbdnsed by Thesma-Tsa
(1707.4.3 Hxiedsr Door Aaseablic:;1707s4.5 Meblimm Door Assemblies)
UMW lido ICU.-0rinlo 173 1997 210440401234 625e
Jlir!rare ETC..R.ei. a NY um IST1 01x41410.0 km*DotM.,IkE 042119
NC L-Oriud May 30,119? 7101940• nary Poway.216252
fM top1bay
t1TC- NY _ . D22.2003 E 014114IO NA .hu Ddiej Ea 542920
ASl11dH31 'W0a I�If.rL- May 20,1997 216.19404334 llwryFalmomy,/WM
Iamira is ETC-3atialm NY keen.2001 E7+ •01.741-1100tD Mark Win.ES.041929
AY1U42719 Airlatarm8o ?CM-Oda& May30,1997 21049404231 Amyt+arrdoly 910117
ETC-Waft NY aae77.2001 8T041.741.1100$.0 Jamb Midst,El.042979
?MIDI/203 Ir wma • WA WA N/A NIA
•R.± s am eamiammi maim mamma IS%artooldv•Dalp Narammar idliaimm airs.
0-121mp.dosm atabrelaesarmoeawkabor debris air&
csaRga aloe . Maximum She Design hems Mims
--■-IPP Oland Shale X Oplb 3'0 m 6'8 +47.00-47.00
Mond ' with Sidelitos • OM To 5'4m 6'8 +47:00.47.00 •
Alm Astragal Alm Astragal
Gotta Doable ICC .U0lb6'0 x 6'tl +40.00 -4000 +47.00-47.00
Glazed Datable with Siddlaet 03C10 UWM 81 x 691 +40.00 -40.00 +47.00.47.00
illiallalilliAlidildla Bee t+aeesge aide ea PIP
DE
1.Evaluated Sir use in*adorn adhering to the Plotida BuIldiag Code sad where ransom eegoilemmou as daeenelasdby
ASCE 71Mioduse u Design roads fir seaitep old Other Samelares do sot exceed the*nip passe mew Hoed
abava
2.For Meow iamlbltioea whew the abbot is less than 1-1R inches(FBC sectloa 17074.4 Andousge Methods and
seb.uedaes 1707.4.4.1 and 1707.4.4.2)trace dingier Tgiooe type oaoeeotesndtols no be substituted and the length must
be Rich theta minimum 1-1/4"engagement d the Taws into the ataoety ail is&mimed.
fogaiggibm Florida Pioksdam l Engineer - Sad No.43409 May 22,2002 Lyndon F.Schmidt
19506 French Lace Drive Lis,FL 33558
Fr-om:3EACO 912 966 2340 05/11/2^10 14:02 1t600 P.005/008
THERMA0TRU" Smooth-Star & Steel
DOORS Glass SSa.o ch-Th"cknesses
1/8"Glass 1/8" Glass
Thickness 1/2"Glass
f Thickness Sandwich
1 y
1/8" Glass Sandwich
Doorlites: 112"Glass S wick
DL104SP DL612SPN Doorlites: DL108 DL DL818N DW308 EL910
DL104SPN DL808SP BW150 DL108E DL150 DL335 DL828 DW308E
DL108SP DL808SPN BW152 DL108EN DL151 DL444 DL828N DW308T
DL108SPN DL818SP BW204 DL108N DL152 DL612 DL8296 DW612
DL118SP DL818SPN BW904 DL118 DL153 DL612E DL840 DW612E
DL118SPN DL828SP _ BW908 DL118E DL20410-A DL612EN DI842 DW612T
DL140SP DL828SPN BW910 DL118EN DL20510-A DL612N DW108 EL104
DL141SP DL840SP DL100 DL118N DL210 DL700 DW108E EL11 S
DL335SP DL842SP DL100E DL128 DL210E DL706 DW108EN EL118N
DL612SP 0E104, DL128E DL215 DL808 DW10BN EL150
DETD4E DL128EN DL263 DL808N DW108T EL204
LITE FRAMES ' DL104EN DL128N DL263E DL818 DW263 EL818 LITE FRAMES
&GLASS DL104N DL137 DL296 DL818E DW263E EL818N & GLASS
SPECS 1/8" Glass DL105 DL140 DL30B DL818EN DW263T EL908 SPECS
5/8
Thickness "
Sandwich Glass
I 1/8"Glass 1"Glass
Thickness Sandwich
5/8" Glass Sandwich
1.G.Units: All Entry Smooth-Star 1"Glass Sandwich
Fiber-Classic Al Entr s ySm Smooth-Star Doorlites: BL910C CD2247 DL2247 SG904 VB118N
AL0642 BL916C CN0642 DW198 SG908 VBR118
Doorlites: AL0847 BL916NC CN0844S DW198E SG910 VBR118N
BI-996C VL118 AL150 BL1440 CN0847 DW198EN SG916 WL0842
BW916 AL152 BS904 CN150 DW198N SG1439 WL904
AL904 BS908 CN152 EL0642 SG1440 WL908
AL908 BS910 CN200 EL190 SN(A)0642 WL910
1/8" Glass AL910 BS916 CN204 EL200 SN(A)0842 WL916
Thickness AL916 BS1439 CN904 EL700 SN(A)0844S WL1439
AL2247 BS1440 CN908 EL1439 SN(A)0847 WL1440
BL0842 CD0842 CN910 EL1440 SN(A)904
BL0844S CD0844S CN1439 EL2247 SN(A)908
3/4" Glass BL0847 CD0847 CN1440 SA0642 SN(A)910
Sandwich BL150 CD152 CN2247 SA0842 SN(A)916
BL152 CD200 DL0642 SA0847 SN(A)916N
BL190 CD204 DL0842 SA150 SN(A)1440
BL200 CD904 DL0844S SA904 SN(A)2247
314"Glass Sandwich BL700 CD908 DL0847 SA908 VB104
Flush Glazed Sidelites: BL818 CD910 DL190 SA910 VB104N
SL12S5847 BL818N CD916 DL200 SA916 VBR104
SL14SS847 BL904C CD1439 DL1439 SA2247 VBR104N
BL908C CD1440 DL1440 SG0642 VB118
Product Manual COMP 8 8.17
Lite Frames Lite Frames
&Glass &Glass
From:SEACO 912 966 2340 05/11/2^10 14:02 11600 P.006/008
ENERGY STAR' Qualified
In All 50 States
itviii =-:itm:-- , 0.-
(..eso•-iy* Tmillo1k§i-4.:Likei
ENERGY STAR r F, . .,
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1NFdfMA11ON ONLY
1HERMAI11U5
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DOORS
Exterior Door
Rairq Come
r r u CPoTHC-M-5
Insulated Fiberglass Wood Edge Door
ENERGY PERFORMANCE RATINGS
Product U-Factor/Solar Heat Gain Coefficient(SHGC)
Description*
Default Frame•' 1/4 Lite ; 1/2 Lite 3/4 Lite Full Lite
Wood <410 t <900 <1100 t >1100 t
2/A8/naIAIR10.250 0.19, ' ' 0.27 ' .30,'' 0.34 , ' ,
112"IG , ' 0.07 0.14 .' 0.18 .' 0.23
2/A8/na!AIR10.250 0.10, ' 0.2 ,' 0.30,' 0.34 .'
9/16"1G . ' 0.07 .' 0.14 .' 0.18 , • ' 0.23
C , e
2/A8fna/AIR/0.313 0.19, • ' 0.26, ' ' 0• .29.'- 0.34 , '
9116"IG w Dividers , *" 0.06 . " 0,12 •' 0.15 • ' 0.19
✓ X
2/A8/na/AIR/0.375 0.19,• ' 0.26,• ✓028,• ' 0.33 ,•
5/8"IG , ' 0.06 , ' 0.13 ,' 0.16 0.21
, X
2/A8/na/AIR/0.375 0.19, ' ' 0.26,' 0.29,' 0.33 . '
5/8"16 w Dividers , ' 0.06 . ' 0.12 , ' 0.14 •' 0.1B
2/A8/na/na/na r 0.20, ' ' 0.27 • 'X0.30,'' 0.35, '
518"16 Impact , ' 0.07 , ' 0.15 . ' 0.18 , ' 0.23
21A8/na/AIR/0.500 o.19„- ' 025, ''v 028.-' 0.32 , '
3/4"IG , ' 0.06 .' 0.13 . ' 0.16 . ' 0.20
2/A5/na/Air/0.500 X0.16,• ' 0.24,• x0.26. ' 0.30 , ' /
3/4"IG Leaded .' 0.05 .' 0.10 . ' 0.13 •' 0.16
r
2/A8/na/AIR/0.750 0.19, • .- 0.25,• .- 0• .28. ' ' 0.32 ,. '
1"IG 0.06� . ' 0.13 �.' 0.16 . ' 0.20
2/A8/na/AIR/0.750 0.19, ' ' 0.25. '' 0.28,' 0.32 , •
1"IG w Dividers , ' 0.05r . ' 0.11 e . ' 0.14 . ' 0.18
2/A13/na/AI1210.750 .0e 19 , ' 0.26, ' ' 0.29,' 'r 0.3 3 , ' '
1"IGwWroughtIron '• 0.05 . ' 0.11 . ' 0.14 • ' 0.18
DNldera
2/A8/na/AIR/0.750 0.19, - ' e 0.25, ' ' 0• 28.' ' 0• .32 .'
1"IG w Miniblinds , ' 0,06 , ' 0.13 . .' 0.16 ,• ' 0.20
✓ , ,
2/A51AIR/AIR/0,750 0.17, • ' 022,-' 0.24,' ' 0• .27 ,.•'
1"IG Leaded . ' 0.08 . ' 0.17 . ' 0.21 .' 0.26
2/A8/na/AIR10.500 0.18, • 0.25, ' 0.27, ' 0.31 . '
1"16 Impact , ' 0.06 . ' 0.12 , ". 0.15 0.19
.. .. , r
2VA8/nafAIR/0.500 0.18. - 0.25, ' 0.27,' 0.31 ,•
1"IG w Dividers Impact , ' 0.05 . ' 0.11 . ' 0.13 . ' 0.17
2/A8/na/AIR/0.500 ,n1A . ' n24 •' 'n97 . ' nii •'
From:SEACO 912 966 2340 05/11/9n10 14:03 8600 P.007/008
2/A8Ina/AIR/0.375 0.19, -' 0.26, ' 0.28, '' 0• .33„. '
5/8"IG , - 0.00 , ' 0.13 , ' 0.16 , ' 0.21
2IA8InalAIR/D.375 0.19, ' 0.26, ' 0.29, '- 0.33, ' `
518"IG w Dividers , ' 0.06 -' 0.12 - ' 0.14 - ' 0.18
. . .
2IA8/na/na/na 0.20-- 0.27>' - 0.30,. '- 0.35, '
5/8"IG Impact , ." 0.07 - ' 0.15 . ' 0.18 -- 0.23
r
21A8/nalAIR/0.500 0.19,'' 0.25,'- 0.28,' 0.32 ,' ..
3/4"IG , ' 0.06 ,' 0.13 . ' 0.16 . ' 0.20
2/A5/na/Air/0,500 V0.18- ' - 0.24, '-/0.26, ' ' 0.30 ,'
3/4"IG Leaded - ' 0.Q5„-' 0.10 . ' 0.13 . ' 0.18_
21A8/na/A IR/0.750 0.19, ' 0.25,'"' 0.28,'- 0.32 , '
1"IG 0.06 .' 0.13 .' 0.16x• ' 0.20
21A8Ina/AIR/0.750 0.19,- ' 0.25, '' 0.28, ' ' 0.32 .'
1"1G w Dividers -' 0.05 . ' 0.11 . ' 0.14 . ' 0.18
■ r s
2/ABina/AIR/0.750 0.19 -' 0• .26, '- 0• 29. ' ' 0• .33, ' r.
1"IG w Wrought Iron , ' , ,
Dividers , - 0.05,. 0.11 ,• 0.14,. 0.18
2JA8InaIAIR/0.750 0.19, ' ' 0.25,-' 028, '- 0.32 -'
1"IGwMiniblinds � . ' 0.08 . ' 0.13 . ' 0.16 .- ' 0.20
•
2/A5/AIR/AIR/0.750 0.17,'- 0• .22,', 0• .24,'- 0.27 ,'-
1"*Leaded ,' 0.08 .' 0.17 • ' 0.21 . ' 0.26
• ,s �
.
2/A8/na!AIR10.500 0.18, - 0.25- ' 0.27, ' 0.31 -'
1"IGlmpact 0.06 . ' 0.12,. ' 0.15,, - ' 0.19
2/A8/na/AIRI0.500 0.18, ' 0.25,'' 0.27, ' - 0.31 , ' -
1"IG w Dividers Impact ' ' 0.05 .- 0.11 � . ' 0.13 •' 0.17
2/A81na/AIR/0.500 0.18 - ' 0• .25.-- 0• .27 '' 0• .31 , '
1"IG w Wrought Iron - 0.05 -' 0.11 . ' 0.13 - ' 0.17
Dividers Impact .' ,
2/A5InaIAIR10,500 0.18,'- 023, ' - 0.26. ' 029 , '-
1"IG Leaded Impact -- 0.05 - ' 0.10 .' 0.12 . ' 0.15
2/A81.042(2)IAIRID.250 0.18,- ' 0• .23, ' - 0.26, ' - 0.29 ,'
LowE 112"10 , ' 0.05 -' 0.11 0.13 - ' 0.17
2/A81.042(2�AIRI0.313 0.18,-' 0.23,'' -
0.25,'- 0.28 , '
LowE 8116"IGwDividers , ' 0.04 ,' 0.09 .' 0.10 .' 0.13
21ABI.042(2)IAIRI0.375<0.17, ' ' 0• 21, ' - 0.23, '- 0.26 . ' `
LowE 5/8"IG , ' 0.04 . ' 0.09 . ' 0.11 - ' 0.14
2/AB/.042(2}/AIR/0.375 0.17,-- , ' ' 0.24,-'' 0.27,' `
LowE 518"IG w Dividers ' ' 0.04 . ' 0.08 .' 0.09 - ' 0.12•• -
2IABI.042(2)IAIR/0.500 0.17, -- 0• .21, ' X0.22,. ' - -
0.25 ,-
LowE 314"10 0.04 . ' 0.08 �. ' 0.10 . ' 0.12
•210.042(2)/AIR/0.750 0.17,'- 0.21- ' - 0.23, -- 0.25 ,' '
LowE 1"IG ,' 0.04 . ' 0.09 . ' 0.10 - ' 0.13
21A81.042(2}lAIR/0.750 0.17,' - 0,21 , '.- 0• .23, ' 0.26 . ' '
LowE 1"IGwDividers ,' 0.04 ,' 0.05 . ' 0.09 ' ' 0.12
< .
2)A8/na/AIR/0.750 0.1 T ' ' 0• .22 '. 0• 24' ' --".0.27 ' -
LowE 1"IG w Wrought . 0,04 , , 0.08 . , , '
iron Dividers 0.09 , 0.12
21AB/.042{2}/AIR/0.500 0.17-. 0.20, '- 0.22, ••• - 0.24, -
LowE 1"IG Impact , ' 0.04 .' 0.05 - ' 0.10 .' 0.12
2/A8/na/AIR/0.500 X0.17, ' ' 0.21,' '/0.22 ' ' 0.25 -
LowE 1"16 w Dividers ' ' 0.03 .' 0.07 .' 0.08 . ' 0.11
Impact
Flush/Embossed U-Factor 0.13 SHGC 0.01
Mwdecturet elµlales Mad Meta slings=loon to applkahle NFRC Oyu+es for dTNninp wlwk
product pedonnance.NFRC slings are datanrined ld a Lead set of en.Sconmenlel conditions End a
speedo product lira.WFRC does rd recommend fry product sod dose not wural the witadlyyof ery
product for any sped c use Corradt rtronulariurar'a IMsneure for odic product sodomites Irlanmalian.
'iplerirg layers/'Pacer VW I lows ernlesMty(surlecal/gap tt f gap v.1dth INa-rot epplieeble)
...per NFRC 100 twat inches
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product specifications
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Dayview V45 SR CDF 39 15 46 43 17 14 1.04 99.9 0.62 0,84 38 52 47 0.53 0.81
Crystal Elegance V58 SR CDF 54 12 34 59 13 9 1.03 99.9 0.75 0.84 25 34 35 0.65 0.91
Deal Refleefives
Ultima V14 SR CDF 8 48 44 11 52 24 1.00 99.9 0.25 0.80 75 88 79 0.21 0.52
Celeste V18 SR CDF 15 38 47 20 39 20 0.96 99.9 0.34 0.68 66 78 71 0.29 0.69
04011' Luminance V28 SR CDF 22 32 46 28 32 19 1.00 99,9 0.41 0,81 59 69 64 0.36 0.78
Luminance Safety V28 SR PS8 22 31 47 27 32 22 1.03 99.9 0.42 0.81 58 70 64 0.36 0.75
Mirage V38 SR CDF 31 24 45 40 23 16 1.02 99.9 0.52 0.78 48 56 55 0.45 0,89
Mirage Safety V38 SR PS8 30 25 45 38 26 19 0.99 99.9 0.51 0.84 49 58 56 0,44 0.86
Nuance V48 SR CDF 39 14 47 46 14 10 1.03 99.9 0.62 0.73 38 49 47 0.53 0.87
Sunrise Bronze V33 BR SR CDF 23 43 34 36 25 18 0.98 99.9 0.38 0.78 62 60 68 0.32 1.13
Harmony
Harmony Terre V31 SR CDF 20 19 61 36 7 8 0.91 99.9 0.43 0.60 57 60 64 0.36 1,00
Harmony Ciel V40 SR CDF 35 19 46 44 8 9 0.94 99.9 0.55 0.70 45 51 53 0.47 0.94
Harmony Terre V41 SR CDF 30 20 50 47 7 7 0.94 99.9 0.50 0.70 50 48 57 0.43 1.09
Harmony Ciel V50 SR CDF 39 19 42 51 8 8 0.97 99.9 0.59 0.70 41 43 49 0.51 1.00
Harmony Terre V51 SR CDF 34 23 43 54 8 8 0,91 99.9 0.53 0.61 47 40 54 0.46 1.17
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Ambiance VE35 SR CDF 20 46 34 31 42 39 0.76 99.9 0.32 0.33 68 66 73 0.27 1.15
Radiance VE50 SR CDF 35 32 33 49 25 23 0.80 99.9 0.49 0.36 51 46 58 0.42 1,17
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VEP35 SR CDF 19 49 32 33 48 30 0.60 99 0.28 0.07 72 63 76 0.24 1.3B
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SpectraSelect VS60 SR CDF 33 25 42 62 9 9 0,92 99.9 0.52 0.67 48 31 55 0.45 1.38
SpectroSelect VS61 SR CDF 43 29 28 61 20 20 •0.92 99.9 0.58 0,67 42 32 50' 0.50 1.22
SpectraSelect V570 SR CDF 39 26 35 70 8 8 0.90 99.9 0.56 0.66 44 22 52 0.48 1.46
NanoCeramic VS80B1.SR CDF 40 6 54 76 9 9 1.03 99.9 0.65 0.82 35 16 44 0.56 1.36
Exterior
VRE20 ER HPR 10 65 25 14 65 61 1.04 99.9 0.20 0.70 80 84 83 0.17 0,82
VNE35 ER HPR 33 18 49 38 19 15 1.04 99.9 0.56 0.83 44 58 52 0.48 0.79
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City of Tybee island . Community Development Dept.
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403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328
Phone 912.786.4573 ext. 114 • Fax 912.786.9539
__............
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ir) 0 073 61
Permit No. Li . ' Date Requested
i I i
Owner's Name 0/a ( P 2 Needed 6--- 62
Gen. Contractor Subcontractor
Contact Information Atl air 1'1 5/4 7- 3 7 0 2
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Project Address A .
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Scope of Work _61_0o e ______4(2__64_,),"
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MAYOR m is,„ CITY MANAGER
Jason Buelterman Diane Schleicher
CITY COUNCIL °ti' - ?, CLERK OF COUNCIL
Shirley Sessions,Mayor Pro Tern Vivian O.Woods
Wanda D.Doyle
Bill Garbett CITY ATTORNEY
Frank Schuman, Sr. a Edward M.Hughes
Kathryn Williams �'•. a/
Paul Wolff
CITY OF TYBEE ISLAND
Mark E Waller
#11 Daybreak Lane
Savannah, Georgia 31411-3115
Date: April 22, 2010 Telephone Number-912-786-4642
Reference:Address Change/Correction#18 Shirley Road
It has come to our attention that there is an Address Numbering problem in the block in which you
reside.This causes a Public Safety problem for the 911 dispatch of Emergency Services(Fire, Police and
EMS).
Therefore it is necessary to change/correct your address.
Please be advised that effective immediately your address will be changed:
From-#18 Shirley Road to-#17 Shirley Road
Tybee Island Code of Ordinance Section 54-2 Building Number Placement:
All building numbers shall be placed on the outside of the building in a conspicuous place with open
view to the public. Please attach the correct number on the outside of you house so it can be clearly
seen from the street.
We will notify the following:
Tax Assessor Water Department Planning&Zoning Department
Electric Company Police & Fire Departments
Please notify your Insurance Company, Phone Company and any other agencies you deem necessary.
We regret any inconvenience this change may cause you but we know you will recognize the importance
of this change/correction.
Jimmy Brown
912-786-4573 X 112
* * *
P.O.Box 2749—403 Butler Avenue, Tybee Island, Georgia 31328-2749 *Certified
(866) 786-4573—FAX(866) 786-5737 , City of ,
www.cityoftybee.org 09 , o 07 3 ����Ethics �
CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT
Location: l B SI-iI i2(:6.`1 PIN# 4- 00,c, 006'
NAME ADDRESS TELEPHONE
Owner I I D( `(6a' 1�
iM Rte- 41.1-C-4k $4 C<-,A 3i 4-1 t 54.1-3102
Architect
or Engineer
Building
Contractor ( o c,+ .••r
(Check all that apply)
y Repair [ Residential ❑ Footprint Changes
❑ Renovation ❑ Single Family ❑ Discovery
❑ Minor Addition ❑ Duplex ❑ Demolition
❑ Substantial Addition ❑ Multi-Family
❑ Other ❑ Commercial
Details of Project: .3‹- potA Dc'- ) 5jrvc4..,° repotr
Estimated Cost of Construction: $ •
Construction Type I (Enter appropriate number)
(1) Wood Frame (4) Masonry (6) Other(please specify)
(2) Wood&Masonry (5) Steel &Masonry
(3) Brick Veneer
Proposed use:
Remarks:
ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the
following information based on the construction drawings and site plan:
#Units #Bedrooms #Bathrooms
Lot Area Living space(total sq. ft.)
# Off-street parking spaces
Trees located&listed on site plan
Access:
Driveway (ft.) With culvert? With swale?
Setbacks: Front Rear Sides (L) (R)
# Stories Height Vertical distance measured from the average adjacent
grade of the building to the extreme high point 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 1::)4 IST 1J4 (LA 1j.1 P--00
On-site waste and debris containers will be provided by D4✓ Lao-
Construction debris will be disposed by 0 A by means of —1Q 'i c-v
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 to restore drainage impaired by this
permitted construction.
Date: L-29= Signature of Applicant: U
41 \
Note: A permit normally takes 7 to 10 days to process.
The following is to be completed by City personnel:
Zoning certification NFIP Flood Zone
Approved rezoning/variance?
Street address and number: New Existing
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)
Access to building site
Distance to water main tap site
Distance to sewer stub site
Water meter size
Storm drainage
Approvals: Signature Date FEES
Zoning Administrator Permit 1O
Code Enforcement Officer Inspections I J
Water/Sewer Water Tap
Storm/Drainage Sewer Stub
Inspections Aid to Const.
City Manager
TOTAL 5 S.
DEroc
cES
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GEORGIA
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
project.
Al. 0-v Zoo`i
Undersigned Date
Printed Name
Office Use Only:
Project Address:
Permit Number: