HomeMy Public PortalAbout11-0449 Wearhouse BargainsCity of Tynee Island • Community Development 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. 1 (- Q L
Owner's Name
Gen. Contractor
Contact Information `. 11 t 3 os"- 92c/4
Project Address 231 M e n z• e., 5+.
Scope of Work 'j� r4 --F- Q r C a.
1
Inspector %/q
Inspection r P_ c ro \ Pass Fai t Fee
Date Requested i0- 3
Date Needed 10-4 - ' c
saw%
:sulk
INTERNATIONAL
CODE COUNCIL
MEMBER
CS nq Oese,o(4Subcontractor
Date of Inspection
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass U Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
DATE ISSUED: 08 -11 -2011
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
CARPORT & FENCE
201 MCKENZIE ST
WEARHOUSE BARGAINS
RONEN NAVON
TYBEE ISLAND GA 31328
912 - 786 -9596
CAROLINA CARPORTS INC
PO BOX 1263
DOBSON NC 27017
P
$ 552.00
$1,510.65
PERMIT #: 110449
TOTAL BALANCE DUE: $ 552.00
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
CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT
jt-o 449
Location: Z v' /' \ c- Ve.nZ.e.,
NAME
ADDRESS
PIN #
TELEPHONE
Owner
Cc3r
4aj o n
94 S¢-��3 a LS
Su e.
'Zgty- 159%
Architect
or Engineer
Building
Contractor
S,[vk^
Car ak;ha CorporS
7°D —
(o'10 x{'2(,2
(Check all that apply)
❑ Repair
❑ Renovation
n Minor Addition
❑ Substantial Addition
❑ Other
Details of Project:
❑ Residential
❑ Single Family
❑ Duplex
n Multi - Family
❑ Commercial
rnc.e_. 20'
n Footprint Changes
❑ Discovery
n Demolition
earpo rA'
Estimated Cost of Construction: $
Constru tion Type
(1) Woo. Frame
(2) Wood : Masonry
(3) Brick V- eer
Proposed use:
Remarks:
ATTACH A CO
following info
1 1 VO $ (OS card a r4- oo eNce.
(Enter appropriate number) r
6 ther
(4) Masonry O (p le e
(5) Steel & Masonry
specify)
F THE CERTIFIED ELEVATION SURVEY OF LOT and complete the
based on the construction drawings and site plan:
# Units # Bedrooms # Bathrooms
Lot Area Living space (total sq. ft.)
# Off -stree parking spaces
Trees loc. ed & listed on site .lan
Access:
Drivew: y (ft.) With culvert? With swale?
Setba• s: Front Rear Sides (L) (R)
# St.ries Height Vertical distance measured from the average adjacent
gra. - of the building to the extreme hi _h point of the building, exclusive of chimneys, heating
units, ventilation ducts, air conditioning nits, 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 to restore drainage impaired by this
permitted construction.
Date: 7/(9// / Signature of Applicant:
Note: A permit normally takes 7 to 10 days to process.
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
0 0. 3`f. I'-i'D
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
p
cri `4
FEES
Pe it
Inscti ns
Wate ap
Sew tub
Aid o Const.
C4?fCS
TOTAL
2.00
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0
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t ' )
L
0 )
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0
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4 a t L o C , p � N W A N / S U N D A F y F N r w a 8 p N . 0 2 6 - 0 2 - - 0 0 8
C L P
C M F
C O N C . M O N U
P U R O D F O U N D T F O U N D
F
A C P O W E R O W R I N E E
A I R C E C O N D I T I O N E R
I . : , M _ F E N
y 1 G ��
V A R / F S
R E S N + T A T I O N O F T H E i s
A C O R R E C T
L A N D P L A T T E D
LEGAL NOTICE
( 111 IN 1,4 1\11
.\ ION(,)
PI l( \III \()
•." • •• . • , • v,
. • , ¼I, „,
111`4,• ■i"),4 \\;.
STOP WORK
,
14-8 78'67- hic7s
icts4,7
4w
202 MCKENZIE
PHOTO FROM SAGIS
r'7R N 4f ors
MAYOR
Jason Buelterman
CITY COUNCIL
Shirley Sessions, Mayor Pro Tern
Wanda D. Doyle
Bill Garbett
Frank Schuman, Sr.
Kathryn Williams
Paul Wolff
August 2, 2011
Silver Waves, Inc.
P.O. Box 2812
Tybee Island, GA 31328
To Whom It May Concern,
CITY OF TYBEE ISLAND
CITY MANAGER
Diane Schleicher
ACTING CLERK OF COUNCIL
Jan LeViner
CITY ATTORNEY
Edward M. Hughes
A Stop Work order was posted at Wearhouse Bargains, 201 McKenzie Street, on July 14, 2011. A fence had
been constructed without a building permit and a large metal carport was under construction within the fence.
On July 19, 2011, Ms. Green applied for a building permit for the fence and the carport. Paperwork for the
carport was provided by Ms. Green, however, it did not include documentation by a Georgia registered engineer
that the carport had been designed to withstand a 130 mph 3- second wind gust as required by the City's design
standards. In addition, an accessory structure on a commercial lot may not extend beyond the front building line
of the principle structure, may not be located nearer than 5 -feet from any property line, may not reduce the
amount of required parking, and may not be erected without approval of the City (Section 3 -070).
This letter is notice that within 14 -days of receipt of this letter either the fence must be removed or a building
permit must have been issued. If you are able to demonstrate that the fence has not reduced the amount of
required parking it would be possible to permit the construction of the fence. Enclosed is an application.
For the reasons stated in paragraph two, within 14 -days of receipt of this letter the carport must be removed. A
teardown permit is required prior to beginning work. Enclosed is an application.
Your cooperation is appreciated. Please contact me with any questions at (912) 786 -4573, extension 136.
Sincerely,
Cja/rw.o__) 6)-&
Dianne Otto
Zoning Specialist
Enc: building permit application
P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749
(912) 786 -4573 — FAX (912) 786 -5737
www.cityoftybee.org
Details Page 1 of 1
Georgia Secretary of State
Brian P. Kemp
Archives • Corporations • Elections • News Room • Professional Licensure • Securities • State Capitol
Licensee Information
Name: Stephen Phillip Maslan
Owner /Manager
Name:
Address: 8011 Paseo
Suite 201
Kansas City MO 64131
Primary Source License Information
Profession: Engineers & Land License No: PE016522 License Status: Probation
Surveyors
License Type: Professional EngineerMetMethhi d By
od:
Expiration Date: 12/31/2012 Last Renewal Date:
Issue Date: 6/2/1987
Comity From State /Prov:
Discipline Information
No Discipline Information
Consent Order
Associated Licenses
No Associated License Information Available
You may close this window to return to your search results
Data current as of: July 19, 2011 11:19:35
This website is to be used as a primary source verification for licenses issued by the Professional Licensing Boards.
Paper verifications are available for a fee. Please contact the Professional Licensing Boards at 478 - 207 -2440.
https: / /secure.sos. state. ga. us / myverification /Details.aspx ?agency_id =1 &license _ id = 68425& 7/19/2011
BEFORE THE GEORGIA BOARD OF REGISTRATION FOR
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
STATE OF GEORGIA
IN THE MATTER OF: )
)
STEPHEN MASLAN )
)
Certificate No. PE016522 )
Respondent. )
)
DOCKET NO.
PROFESSIONAL LICEN;. „:, »CARDS
JAN 21 2011
DOCKET NUM& :i
D/
CONSENT ORDER
By agreement of the Georgia Board of Registration for Professional Engineers
and Land Surveyors ("Board"), and Stephen Maslan ( "Respondent "), the following
disposition of this matter is entered pursuant to the Georgia Administrative Procedure
Act, O.C.G.A. § 50- 13 -13, as amended.
FINDINGS OF FACT
1.
Respondent was certified to practice as a professional engineer in the State of
Georgia at all times relevant to the matters asserted herein
2.
On or about October 22, 2009, Respondent entered into a Settlement Agreement
with the Missouri Board of Architects, Professional Engineers, Professional Land
Surveyors and Landscape Architects ( "MO Settlement Agreement "), for signing and
sealing architectural drawings despite not having a Missouri license to practice
architecture. Respondent did hold a Missouri license to practice as a professional
engineer at the time.
3.
The MO Settlement Agreement placed Respondent's license to practice as a
professional engineer on probation for a period of five years.
4.
On or about March 19, 2010, Respondent entered into a Settlement Agreement
with the New Hampshire Board of Licensure for Professional Engineers ( "NH Settlement
Agreement "), for failing to disclose his disciplinary action in Missouri when answering
applicable questions on his renewal application to practice as a professional engineer in
New Hampshire.
5.
The NH Settlement Agreement ordered Respondent to pay an administrative fine
of two thousand five hundred dollars ($2,500.00), within ninety days of the effective date
of the Agreement.
6.
O.C.G.A. § 43 -1 -19 (a) states: "A professional licensing board shall have the
authority to ... discipline a person licensed by that board, upon a finding by a majority of
the entire board that the licensee has:
(5) Had his or her license to practice a business or profession licensed
under this title revoked, suspended, or annulled by any lawful licensing
authority other than the board; or had other disciplinary action taken
against him or her by any such lawful licensing authority other than the
2
board..."
7.
Respondent admits to the above - styled Findings of Fact and waives any further
findings of fact not already contained in this Order.
CONCLUSIONS OF LAW
Respondent's conduct and the above Findings of Fact constitute sufficient
grounds for imposition of sanctions upon his professional engineering certificate of
registration in the State of Georgia, pursuant to O.C.G.A. Title 43, Chapters 1 and 15, and
the Rules promulgated thereunder.
ORDER
The Georgia Board of Registration for Professional Engineers and Land
Surveyors, having considered all the facts and circumstances surrounding this case,
hereby orders, and Respondent hereby agrees, that this matter shall be disposed of as
follows:
1.
Respondent's certificate of registration to practice as a professional engineer in
the State of Georgia shall be immediately placed on probation to run concurrent with
the probation on Respondent's Missouri license, subject to the following terms and
conditions:
3
a. Respondent agrees to comply with all applicable state and federal laws
relating to the practice of professional engineering. If Respondent fails to
abide by all state and federal laws relating to the practice of professional
engineering in the State of Georgia, the Rules and Regulations of the Georgia
Board of Registration for Professional Engineers and Land Surveyors, or the
terms of this Consent Order and probation, Respondent's certificate may be
suspended, upon substantiation thereof. If the Board has substantiated that
Respondent has violated the terms of his probation under this Consent Order,
the Board shall notify Respondent by sending written notification to
Respondent's address of record with the Board that within thirty (30) days his
certificate to practice professional engineering in the State of Georgia will be
placed on suspended status for five years. Respondent may respond to the
notice in writing or request an appearance before the Board in order to explain
why the probation should be continued and no suspension imposed.
b. After Respondent's certificate has been on probation for the required period,
Respondent may petition the Board for termination of the probationary status
of his certificate by certifying under oath before a notary public that
Respondent has complied with all conditions of probation as set forth in this
Consent Order. Respondent acknowledges that to ensure the Board
terminates the probationary status of Respondent's certificate, Respondent
must petition the Board for such termination. That is, Respondent's failure to
4
petition the Board for termination of the probationary status of Respondent's
certificate may result in the probationary status continuing indefinitely,
notwithstanding anything to the contrary in this Consent Order.
2.
In addition to and in conjunction with any other sanctions contained herein, this
Consent Order and the dissemination thereof shall serve as a public reprimand to the
Respondent for his conduct.
3.
Approval of this Consent Order by the Georgia Board of Registration for
Professional Engineers and Land Surveyors shall in no way be construed as condoning
Respondent's conduct, and shall not be construed as a waiver of any lawful rights
possessed by the Board.
4.
Respondent has read this Consent Order and understands its contents and
implications. Respondent understands that he has a right to a hearing in this matter and
freely, knowingly and voluntarily waives that right by signing this Consent Order.
Respondent understands that this Consent Order will not become effective until approved
by the Board, signed by the Division Director, and docketed by Legal Services.
Respondent further understands and agrees that a representative of the Legal Services
Section of the Professional Licensing Boards may be present during the presentation of
this Consent Order and that the Board shall have the authority to review the investigative
file and all relevant evidence in considering this Consent Order. Respondent understands
5
that this Consent Order, once approved and docketed, shall become effective and
constitute a public record, evidencing disciplinary action by the Board. However, if this
Consent Order is not approved, it shall not constitute an admission against interest in this
proceeding, or prejudice the right of the Board to adjudicate this matter. Respondent
hereby consents to the terms and sanctions contained herein.
SIGNATURES ON FOLLOWING PAGE
6
zvJ
Approved this 2 day of k) r\ ithr , 2eto
GEORGIA BOARD OF REGISTRATION FOR
PROFESSIONAL ENGINEERS AND LAND
SURVEYORS!ith express p�; r piss on ay
Darren D r ctQr
BY: £ rc , CCO So
ATTEST:
ELMO RICHARDSON, PE, LS
Board Chairman
Board Seal:-
RANDALL D. VAU N
Division Director
Professional Licensing Boards Division
CONSENTED TO:
STEP ' MASLAN
Respondent
As to Stephen Maslan:
Sworn and subscribed before me
this /=3 ay of fP &nry , 2010.
(GGL -' ��a C t•�
NOTARY PUBLIC
My commission 4/1(eAti
Prepared by: _
-Sonya A. Williams
Senior Staff Attorney
Office of the Secretary of State
Professional Licensing Boards Board
237 Coliseum Drive
Macon, Georgia 31217 -3858
(478) 207 -1391
7
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
PREPARED FOR:
CA OLUNA CARPORTS, INC.
P.O. BOX 1283
DOBk NORTH CAROLINA 27017
GENERAL NOTES
t. ALL S7ttL TUBING S L BE SO KSI STFct
2. SNOW LOAD Q SO PSF,
9. LOCATE ANCHORS AT EACH END OF BOW.
4. FASTEN METAL ROOF MO WALL PANELS TO BOW OR ENDWALL FRAMING WITH 1$4' x V SELF DRILLING FASTENERS wTIrI
CONTROL SEAL WASHER @ Q O.C. MAX. (SEE TABLES I AND 2 FOR FASTENER SPACING SPECIFICATIONS)
5. ALL FIELD CONNECTIONS SHALL BE Irk DRIU.TNG SCREWS.
6. ALL SHOP CONNECTIONS SHALL BE INEL
7. THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE INTERNATIONAL BUILDING CODE.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2009
INTERNATIONAL BUILDING CODE.
i
I, f
SE? 0 2010
CAROLINA CARPORTS, INC.
WITS
o11:67 IR■
TABLE t - BOW FRAME AND PANEL FASTENER SPACING SPECIFICATIONS
WIND
EXPOSURE
CATEGORY
BASIC
WIND SPEED
3- SECOND GUST
(MPH)
MAXIMUM
BOW SPACING
(FEET)
t
AVERAGE FASTENER SPACING
ON- CENTERS ALONG BOWS,
RAFTERS, AND POSTS
(INCHES)
INTERIOR BOWS
END BOWS
6ORC
100 TO 130
5.0
6
6
140 TO 150
4.0
6
6
NOTES: 1. SpecTcaAIaas appfkabte 10 29 gauge (100 to 130 mph) and 26 gauge (100 to 150 mph) nielal panels fastened
dhedly to 12 or 14 gauge steel luhe bow (Mimes. •
2. Fasteners cot+skt of 114' -14X 1' salt- drtlano straws wRh control seal washer.
3. SpetNIcalbna eppdcable only for mean roof height el 20 feet orfes3, and rool slopes of 14' (3:12 pllch). Spacing
requirements for other fool heights and/or slopes mey very,
TABLE 2 • END POST AND END WALL PANEL FASTENER SPACING SPECIFICATIONS
WINO
EXPOSURE
CATEGORY
BASIC
WIND SPEED
3- SECOND GUST
(MPH)
MAXIMUM END
POST SPACING
(FEET)
AVERAGE FASTENER
SPACING ON- CENTERS
ALONG END POSTS
(INCHES)
BofC
100to150
5.0
6
NOTES: 1. SpecsNCallone applicable 10 29 gauge (100 la 170 mph) and 25 gauge (100 to 150 mph) metal panels fastened
drectly to 12 tx 14 gauge steel tube how frames.
2. Festenece cons eu o/ 114'.14X1' se/40114g screws with oonlrcl seal washer.
3. specifications eppscawa only for mean roof hetghl of 20 feet or less, end roof slopes of 14' (3:12 pitch/. Spacing
requiremlente foe other root helgNs end/o1 slopes may vary.
\ WINDOW AND DOOR NOTE
CARPORT
WIDTH
MAX DOOR
WIDTH
•
t7CTERtOR WINDOWS AND GLASS DOORS S•6ALL BE TESTED BY AN APPROVED INDEPENDENT
TESTINO LABORATORY. ANC BEAR AN MAMA OR WDMA OR OTHER APPROVED LABEL
IDENTIFYING THE h{RNUFACTURER. PERFORMANCIE CNARACTER)STICS AND APPROVED
PRODUCT EVALUATION ENTITY TO UVDICATE COMPLIANCE MI-1 THE REQUIREMENTS OF THE
FOLLOWING SPECIfICAT10N:
ANSVAAMAIWWWDA 101,152 2,97
THE CONSTRUCTION SHALL BE TESTED IN ACCOIWANCE WITH ASTM E 330, STANDARD TEST
METHODS FOR STRUCTURAL PERFORMANCE OF TERIOR WINDOWS. CURTAIN WALLS. AND
DOORS DY UNIFORM STATIC AIR PRESSURE.
l2
Ig' TO 20'
77 TO 74'
2e TO 30
32 TO 3E
JO' TO ■l d
8'
12'
16'
10
24'
:SO'
0 .
CAROLINA CARPORTS, INC.
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12
29.cw as cm. oaALV.NQJ<D UV". wCOF �A.Ifi9
MTTQ$O TO ECM mass/trans u... ,• 80•1
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CONCRETE
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TYPICAL BOW SECTION
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119 .NOSronE 9,A. FOf,lIO IIO1 OR TOP OF
CONCRETE
CC.EEIN 01.79 COMM ESE auk*
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fc'-0• MAX. SOW SPArl
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FLr To Sal
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(Su* max . PD.a A3TII P (PAC G1
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CAROLINA CARPORTS, INC.
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UNITS VON FACE EAPORED TO EARTH OR HEATHER • or HOGS FOR MAlpAr
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REINFORCEMENT NOV SE BENT II R I.E MOO CI THE FIELD PROVIDED
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7 I NE OVMETER Of THE OEM. MEASURED TIN 711E 460E Of INS MR. IS NO T1LEL5
TRAIT SIR,GAR OUSTETERi ARO
7. REINFORC EWEN! MITI LL, CIASEDOOD N CONCRETE MEW NOT RE AEI D OEM.
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✓ CR TIC As CEU. RARS PARTWAY tRICODEDw CONAETE.HALL RE PE]IMETTED TO
• LENT AI A MOPE OF NOT NONE TIAN I Viol CT IICRIZOMTAE EISPEACEA4EIrT TO
N 'NOME OF V ERTEAL IRIS LEIODt
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IT GA ;RAMINO 15 2 -It4 t2 -1F' TIME 51EE1_
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PAPPLES ARE Y.Y 12 GA T.S. FOR 12 3A FRAMING.
CAROLINA CARPORTS, INC.
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14 OA FS V.MVf' IS 2- oTt2 -1rr TUBE STEEL.
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:APPLES ARE 2- 1K- 4-lU' 12 OA T.S. FOR Id OA FRAMING.
NIPPLES ARE 2NT 12 GA T3. FOR 12 GA ftiAMNO
CAROLINA CARPORTS, INC.
ABp —` N1
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SECURE TO POST ANO
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NIPPLES ARE 3-1AI.112-1N• 12 GA T.6. TOR 14 OA FRAMIAIO,
NIPPLES ARE For 1213A T.B. POR I? GA F•RA IINS.
CAROLINA CARPORTS, INC.
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PAGE 01/08
3363676413
08/09/2011
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
PRFPARED FOP:
CAROLINA CARPORTS, INC.
P.O. BOX 1283
DOBSOI 1, NORTH CAROLINA 27017
O�@RkL NOTES:
7 _
r'An Approved :het 4f ales Must
Remain on .,eb Site at All MUSK,"
lEvtulh; FOR CO
Every effort has be
Code violations, n
reviewer shall be co
to violate, cancel,
any applicable code
review and permit shy
es a warranty or gua
Renewed By "Z
ALL CONSTRUCTION MUST C
SSTD_ 10 -Ce ._,AND THE
FAMILY DWELLING CODE ! • AND STATE OF GEORGIA AI`
C
COMPLI ",ACE
n made to identify
oversight by the
strued as autinority
alter or set s'side
or ordinances. The
u.ld not be conk/rued
ntea. o
__Date Ol "I N
3
MPLY WITH THEE
f,
TIE AND TWO
EDITION
DMENTS
cri
Q1
Au. STEEL MONO emu. EE sb [EL STS'$_
2 SNOW LOAD 0a 30 PS F.
3. LOCATE mascots AT LAVA EIL+D OF sow.
4 FASTEN METAL ROOF AND WALL PANELS' TO ROW OR ENDWALL FtAS!?W IMT1i Ifr x r 6 LF DRILLING FASTENERS WITH
CONTROL SEAL WASTER B b.c. MAX. (SEE TWEE f AND 2 FOR FASTENER SPACING SPECIFICATIONS)
0_ AIL OECD CONNECTIONS SHALL SE 1I4 x 1' 8$F ORILLl1R0 SCREWS.
ri ALL 41-4OP COPCTt016S SHILL BE wwLOEO.
7. THE FLANS ARE VALID UNTIL T$iE NEXT REVISION OF THE INTONATIONAL $UILOMG CODE
THIS lS TO CERTIFY THAT TH4 CALCIAATfONSI AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED EY THE
UNDERSIGNED PROFESSIONAL ENGINEBi. AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2009
DITER 4AT1ONAl. WILDING CdOE.
CAROLINA CARPORTS, INC.
POT
1
!ID BRUIT 6t
66GB171s-179t9
33636764'
09/09/2011
TABLE 1 - BOW FRAME AND PANEL FASTENER SPACING SPECIFICABONS
WIND
EXPOSURE
CATEGORY
BASIC
WIND SPEED
3 -SECOND GUST
(MPH)
MAXIMUM
BOW SPACING
(FEET)
AVERAGE FASTENER SPACING
014-CENTERS ALONG BOWS,
RAFTERS, AND POSTS
(INCHES)
INTERIOR BOWS
END BOWS
BORC
100 TO 130
5.D
6
6
140 TO 150
4.0
6 6
NOTES.. 1. Speaficsllons app1cable b29 gauge (100 m 130 mph) e-d 26 gauge 1100 to 150 mph) metal pansts fasleasd
dIreody to 2 or 14 gauge stoat Pube bow frames
2. Facl-,rrers cortstal oat 114- -14X1- $elld'Crhg ec'ws wih Co troi seal washer.
3. Speceicwkis e, pliceble only hx moan root t,e101 n1 2D bet or toss. and rool Vopeo Df 14' (3 :12 pad.). Spedrt3
req_kamor0s b: olihor roof Ne,Ade sadfor s' rpen may very.
TABLE 2 • END POST AND END WALL PANEL FASTENER SPACING SPECIFICATIONS
WIND
EXPOSURE
EXPOSURE
CATEGORY
BASIC
WINO SPEED
GUST
(MPH)
MAXIMUM END
POST SPACING
(FEET)
AVERAGE FASTENER
SPACING ON- CENTERS
ALONG END POSTS
BorC
100(o150
5.0
6
MOILS: 1. SQealcdorla apdkable IL, 21 Oetsge (100 to 130 rrph) and 26 gauge (100 to 150 mph) mebl parrefs faslrasd
dlradly to 12 or I4 gaups ster Gybe bow lrames_
2. fasteners cambial 114' -15X 1' aelfdrtlnp soevs wtA control se111 washer.
3. Spscilicatlons sppycablc Dolt foe man roof height of 20 foal of less, and foal snpes of 1d' (3:t2 prkih). Spacing
requdrsmerds TOr other roof lio s and+or sl:-0ss mrry very.
WINDOW AND DOOR NOTE
ckR
WID0TH T'1
MAX DOOR
SVIDT11
IO
EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APFROVE0 1r10EP &4DENT
T£STONf3 iABORATORC. AND BEAR AN AtdAA OR WDIAA OR OTHER APPROVED LABEL
(DE NTIFYItiG THE k(ANUFACTIRER, PERFORMANCE CHARACTERISTICS AND APPROVED
PRODUCT EVALUATION ERTITY TO INDICATE COIAPLIAhCE In'ITH THE REQLRREUF_NTS OF TFE:
FOLLOWING SPFCiffCA71DN:
ANSlAArAMi15WDA 701!162 ZS(
TILE OONSTRDCTiON SHALL BE TESTEOIN ACCORDANCE WITH AS TM E 530, STANDARD ZEST
ETN CURTAIN #US, ANC
ptODS FOR STRUCTURAL OF EXTERIOR WINDC7WS W
DOORS BY UNIFORM STATIC AIR PRESSUi
77
le' TO 20
22 TO 24
26- TO 3D
3Y TO 36
33• TO 40
6
i2"
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PAGE 05/08
336367641
08/09/2011
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LEGAL NOTICE
CITY OF TY EE ISLAND
VIOLATIONS) Pe, m J
PERMIT NO.
WHEREAS, VIOLATIONS OF THE CODE OF THE CITY OF
TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY
GIVEN THAT ALL PERSONS CEASE, DESIST FROM, AND
STOP WORK
AT ONCE ON ANY CONSTRUCTION, ALTERATION, REPAIR, OR
FURTHER USE 0 THESE PREMISES KNOWN AS
2. 4" cKeftecit 544:
UNTIL THE VIOLATION HAS BEEN CORRECTED AND APPROVED
BY THE CITY OF TYBEE ISLAND. ALL PERSONS ACTING
CONTRARY TO THIS NOTICE OR REMOVING OR MUTILATING IT
ARE LIABLE TO SUMMARY ARREST UNLESS SUCH ACTION IS
AUTHORIZED BY THE CITY OF TYBEE ISLAND.
DATE
• I
INSPECTOR � / 0 4412:, itia;4