HomeMy Public PortalAbout07-0533 Lanier T-4'
CITY OF TYBEE ISLAND
BUILDING PERMIT
DATE ISSUED: 12-18-2007 PERMIT#: 070533
WORK DESCRIPTION: ELEVATOR
WORK LOCATION: 4 HOSTI AVE
OWNER NAME MARK LAMER
ADDRESS 4 HOSTI AVE
CITY,ST,ZIP TYBEE ISLAND GA 31328-9403
PHONE NUMBER
CONTRACTOR NAME MICHAEL JACOBS,CARPENTRY
ADDRESS PO BOX 1080
CITY STATE ZIP TYBEE ISLAND GA 31328
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE P
TOTAL FEE'S CHARGED $ 55.00
PROPERTY IDENTIFICATION#
PROJECT VALUATION $5,000.00
TOTAL BALANCE DUE: $ 55.00
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.
am,,,,,e) Obi
Signature of Building Inspector or Authorized Agent:
P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328
(912)786-4573-FAX(912)786-5737
www.cityoftybee.org
•
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Inspection Report
City of Tybee Island
403 Butler Ave.
P.O. Box 2749
Tybee Island, GA 31328
Phone: (912) 786-4573 ext. 114 e>
Fax: (912) 786-9539
Permit N . ).5-3 3 Date Requested
Owner's awn e I,-a c Date Needed Scp-71-. 23 & '
Gen. Contractor Subcontractor-
Contact N amber (Y) - 5230
Location 436111
Inspector__ _jig Date of Inspection Z" -
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Type o Inspection 'ft) r 1/4-0
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Inspection Report
City o Tybee Ichd
403 Butler Ave.
P..0. Box ;074.9
-Irybee Isla fill, (.14. 31328
(912) 786-4513 exit. 114
Fix: (912) 786-9539
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Inspection Report
City of Tybee Island
403 Butler Ave.
P.O. Box 2149
Tybee Island, GA 31328
Phone: (912) 786-4573 ext. 114
Fax: (912) 786-9539
0 Permit (7-7- r) 3 3 Date Requested 01 - 2 -0E o.
Owner-' Naive a vl Date Needed
Gen, Contractor Subcontractor
Contact N umber
Location r- C-4- ; A
Inspector__ Date of Inspection
Type of Inspection
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Inspection Report
City of Tybee Island
403 Butler Ave.
P.0= Box 2749
Tybee Island, GA 31328
Phone: (912) 786-4573 ext. 114
Fax: (912) 786-9539
Permit 4fl. (-1)1 ° nate RPM vested
Owner'5 Name e.r. Date Needed n o3
Gen_ Contractor Subcontractor
Contact Number (t) (7) 3 - (e) r7F
Location Li 14 054 AV R)
In. .pr-tctor Date of Inspection
Type of I.t3S pection
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Inspection Report
City of Tybee Island
403 Butler Ave.
P.O. Box 2749
Tybee island, GA 3132
Phone: (912) 78641573 ext. 114
Fax: (912) 786-9539
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permit N . 0 - 3 3 N . __Di - 5 Date Requested
Owner's Hants- 1,____aV\ i e.)---' nat,.., f4f,pd,fi /) 1 - i c- oF
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Inspection Report
City of Tybee Island
403 Butler Ave.
PJ).. Box 1'749
Tybee isidnd,.. GA 31328
Phone: (912.) 786-4573 ext. 114
Fax: (912) 786-9539
Permit No. - L.D \ R Date Requested 1 - 2 ‘, - 0-7
Owner's NamP _ 17_6? r)_:_e-F-____ Date Needed 12. - 2 1 - L ---7 _
Gem Contractor Subcontractor
Contact Number I\1\ . c_. k o—Cd_ \ CO (n
Location AV
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Inspector i"\ 5 Date of Inspection 2/RIZ-7 /0 9
Type of Inspection '27:-.7, t (-I V) -.C. r 2 1 Q +.1 a ''\--,_ ("--
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TERMITE AND
COX PEST CONTROL, INC.
1204 Dean Forest Road
Savannah, Ga.31405
236-2503
Dater ' 11> 20 1
.4,1
Customer >E' •`1/iL L 4 PI -t'f`
Address 7 1/!>S/,' 4v
Service For i
1
Chemical - ;• • ,•I!
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This Charge For This Service
Chg. I Cash CheAly
Amount Paid js
Customer X 3 `--_ •
This will serve as your statement,and is due and
payable when service is rendered.
Service Tech !f 6 1
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CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT
0. ..‘,,.. ,,
D'? -0S33
Location: 14 )4 a SL' AV e' ' PIN#
NAME ADDRESS TELEPHONE
7Q 13 Z
Owner /ZK L-1-ANQ. #4- 1/2- 1 enil 1 s-s- '-Af
Architect
or Engineer
Building -
g �
Contractor //2-C 4 0i� / ( Lets'/ 3 5 ,- 7S
(Check all that apply)
❑ Repair sidential Elootprint Changes
❑ novation Single Family El Discovery
Minor Addition ❑ Duplex El Demolition
❑ Substantial Addition El Multi-Family
❑ Other ❑ Commercial
Details of Project: ek Q"- V Q-—0 C (�Q . 'o a Lr�)
Estimated Cost of Construction: $ 6 OC) rts
Construction Type a • (Enter appropriate number)
(1) Wood Frame (4) Masonry (6) Other(please specify)
(2) Wood &Masonry (5) Steel &Masonry
(3) Brick Veneer _
Proposed use: 'L f 1//4 )0 P.. 41,i- 1 C ii to/ S'fie 2 R.0 }- i OD PC 2 re IPi -A J
Remarks: 12 4:4 N i e 12 L s ? 7B ) G2 s'n/ iie/.- P '' 5P e rug i �� /9 1 a NJ t r
Fa g- 7L J,-e_ a)A-c n'V_s i' I. m -FF.)iiv '-� M t p . t At 1A;" r•i r o E (',4.1a p4 12
ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the /� c
following information based on the construction drawings and site plan: L� J
0#Units : t edroo s #Bathrooms
Lot Area iving space (total sq ft.)
#Off-street parking spaces
Trees located &listed on site ►lan ii
Access:
Driveway (ft.) t 1. cu v- . _ With Swale?
Setbacks: Front ' ear Sides (L) (R)
# Stories Height , - i 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 e7
On-site waste and debris containers will be provided by i'2 ii S �Di
Construction debris will be disposed by 1��' _)1 S by means of pie, u/(K
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.
rh
Date: '- L / Signature of Applicant:
Note: A permit normally takes 7 to 10 days to process.
u
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 410.
Code Enforcement Officer ��/W&� g_/e9_1,9 , Inspections
Water/Sewer • Water Tap
Storm/Drainage Sewer Stub
Inspections mow Aid to Const.
City Manager 1
TOTAL .�'
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CITY OF TYBEE ISLAND
BUILDING PERMIT
REINSPECTION FEE
DATE ISSUED: 01/17/08 PERMIT#: 070533
WORK DESCRIPTION: ELEVATOR
WORK LOCATION: 4 HOSTI AVE
OWNER NAME MARK LANIER
ADDRESS PO BOX 133
CITY,ST,ZIP TYBEE ISLAND GA 31328-0133
PHONE NUMBER
CONTRACTOR NAME MICHAEL JACOBS,CARPENTRY
ADDRESS PO BOX 1080
CITY STATE ZIP TYBEE ISLAND GA 31328
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE P
TOTAL FEE'S CHARGED $ 85.00
PROPERTY IDENTIFICATION#
PROJECT VALUATION $5,000.00
REINSPECTION FEE— TOTAL BALANCE DUE: $ 30.00
NAIL PATTERN/FRAMING
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: 41
III
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ICI
P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328
(912)786-4573-FAX(912)786-5737
www.cityoftybee.org
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CITY OF TYBEE ISLAND
BUILDING PERMIT
REINSPECTION FEE
DATE ISSUED: 01/17/08 PERMIT#: 070533
WORK DESCRIPTION: ELEVATOR
WORK LOCATION: 4 HOSTI AVE
OWNER NAME MARK LANIER
ADDRESS PO BOX 133
CITY,ST,ZIP TYBEE ISLAND GA 31328-0133
PHONE NUMBER
CONTRACTOR NAME MICHAEL JACOBS,CARPENTRY
ADDRESS PO BOX 1080
CITY STATE ZIP TYBEE ISLAND GA 31328
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE P
TOTAL FEE'S CHARGED $ 85.00
PROPERTY IDENTIFICATION#
PROJECT VALUATION $5,000.00
REINSPECTION FEE—
NAIL PATTERN/FRAMING TOTAL BALANCE DUE: $ 30.00
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.
r Ci.;60
Signature of Building Inspector or Authorized Agent: ft:::)
P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328
(912)786-4573-FAX(912)786-5737
www.cityoftybee.org
N
COMPANY OF AMERICA
HARRISBURG, PA
ORCDER REFERENCE
PROJECT: SOUTHBRIDGE# 004
Note:This elevator is approved for use
As defined by ASME A17.1,Section 5.3.
It is to be used to provide access to a single
family residence. It is not to be used as a
GENERAL — means of access for condominiums or
CONTRACTOR: apartments for multiple residences.
•
EQUIPMENT INSTALLED ATLANTIC COA• • - ' , ORGIA
BY: 2825 LIMERIC ST EP R�c MENT OF LABOR •
SAVANNAH, GA-314 AVl�T•f GINEERING
I F- I e. Pr VED CP 9`38
A PPHOVFD AS NOTED
MODEL: "HYDRAULIC" DRIVE— 3400
REVISE AND RESUBMIT
LANDINGS: 2 App Nod 13yL✓!14 ) • Date Ii
NOTE APPROVAL OF THIS DR• ING
S 5 BY THE STATE OF GEORGIA DOES
CODE
(S):) NOT RELIEVE THE CONTRACTOR OF
THE RESPONSIBILITY OF COMPLYING
CAPACITY: 750# WITH ALL STI\TF: AND LOCAL CODES.
SPEED: AT 36 F.P.M.±4 PLEASE REFER ANY QUESTION TO YOUR
SALES REPRESENTATIVE
SUSPENSION 2 WIRE ROPES 11 ,700 LBS. TRACTION
MEANS: STL. STEEL 3/8" x 8 x 19 IWRC I I APPROVED
UNAPPROVED
CAR CONSTRUCTION: 3/4" HARDWOOD VENEER
NOTE: ALL MANUFACTURER SUPPLIED CAR AND EQUIPMENT OPTIONS ARE
NOTED ON THE CONFIRMING ORDER SHEET. SIGNATURE
DISCLAIMER: ONCE DRAWINGS HAVE BEEN APPROVED,
SIGNED AND WITHIN 5 DAYS OF PRODUCTION, THE
CUSTOMER WILL BEAR ALL RESPONSIBILITY AND LIABILITY
OF FINISHED UNIT. DATE
DWG VIEW PART NUMBER REV.DATE
COVER SHEET 80205324 —
��ICLI4 ;1- —
�oMP,,�„ of ,,,,,,�R,�,, DRAWING TITLE DRAWING NO.
SOUTHBRIDGE# 1004 SOUTHBRIDGE #1004
PAGE: DRAWN BY: DWG. DATE JOB OR APP.# DEALER P.O.# DWG. SCALE REV.LEVEL(1-3)
1/5 D.LUCASSEN GB/11 /06 06-04039—HIH 7673 1 :24 —
,_,,,,k. .
--R.,4
L.,. y�
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t
`,`� SOLI °
1^\ ' ,Y
14�"--12�"- 27" r
=LAT 2"x10" PLANK j SEE DETAIL "RAIL"
\. / 2"x12" PLANK & GUIDE RAIL
�-.../i 1 D i
jj 1
7j" - A //
5 ,�� E 6 "
} •ZrI -4M I n f' .-
10 POST GATE - -----2-- --r
HANDRAIL:42" -
"ELEVLIIE" 3400 "
48"
d I 38"Dx50"Wx7'-0"H 38 FIN.
CODE 5 CAR HATCH
36"DOOR
5'♦ 33}"t
- V` CLEAR
�
� G�I
1A 4i° A?
I ' i- 31"R.C.
11'''H T
DOOR INTERLOCK STABILIZ G HOLLERS
CALL STATION & 1/4"4/ex " ANGLE
?<I-
42" Q. ABOVE 2"R.C. - 50"dAR .!42"R.C.
FINISHED FLOOR SEE NOTE ' " `)
4"FIN.HATCH A 7\ 'R'�Lc Li'�""'�
RoRo
u _ ;2 v 4 4 0 ,
NOTE: NOTE: NOTE:
2" RUNNING CLEARANCE ALL HOISTWAY CONSTRUCTION MUST COMPLY WITH NATIONAL, STATE, G.C. TO BUILD OUT HOISTWAY
MUST BE REDUCED TO AND LOCAL AS NEEDED TO MAINTAIN 3"
1/2" MIN./1 1/2" MAX. CODES. HOISTWAY MUST BE PLUMB AND STRAIGHT FROM TOP TO REQUIRED FOR STABILIZER.
AT THE LANDING LEVELS. BOTTOM WITH NO PROJECTIONS INTO THE HOISTWAY.
NOTICE TO ELECTRICAL CONTRACTOR:
-ALL ELECTRICAL WIRING MUST BE DONE BY A JOURNEYMAN MECHANIC AND MUST MEET ALL NATIONAL, STATE, AND LOCAL CODES.
-BRING (3) #10 W/GND FROM RESIDENCE INCOMING POWER PANEL 30AMP BREAKER(240V, NEUTRAL, GROUND)TO THE MACHINE ROOM.
-BRING (2) #12 W/GND FROM RESIDENCE INCOMING POWER PANEL 20AMP GFI BREAKER(120V, NEUTRAL, GROUND)TO THE MACHINE ROOM.
-REQUIRED LOW VOTAGE WIRING IS SUPPLIED BY MANUFACTURER. ALL EXTENSIONS ADDITIONS, ETC. SHALL BE DONE WITH THE SAME SIZE
AND TYPE OF WIRE AS ORIGINALLY SUPPLIED BY THE MANUFACTURER.
-A TELEPHONE LINE SHALL BE SUPPLIED TO THE MACHINE ROOM AND SHALL BE CONNECTED TO A 24 HOUR CENTRAL EXCHANGE.
-ALL MEANS FOR ACCESS TO EQUIPMENT SHALL BE PROVIDED WITH A LOCK. ALL SHAFT DOORS MUST BE INTERLOCKED.
DWG VIEW PART NUMBER REV.DATE
HOISTWAY LAYOUT 80205324 _
II(�ICLIN TOR DRAWING TITLE DRAWING NO.
COMPANY OP .u.+craa.
PA SOUT]-IBRIDGE# 1004 SOUTHBRIDGE #1004
14Atl5BUR0,
PAGE: DRAWN BY: DWG. DATE (JOB OR APP.# DEALER P.O. DWG. SCALE REV.LEVEL(1 -3)
2/5 D.LUCASSEN 08111 /06 106-04039—HLH.7623 1 :24 —
MACHINE ROOM ACCESS DOOR,
LATCH AND LOCK FIELD LOCATE --
1
i
1\
MACHINE ROOM- ..
LIGHT �
CLEAR AREA
SEE NOTE
120v. 20 AMP SERVICE
/ I • ,_6� -OUTLET w. G.F.I. BY OTHERS
MIN.' ` FIELD LOCATE HYDRAULIC
. , I . _____- PUMP (16"Wx24' $( 1/2"H)
r
N _ 240v. FEEDER LINE: BY G.C.'
Z ,j DISCONNECT SWITCH:BY
ELEVATOR CONTRACTOR
\ H❑NE SERVICE BY OTHERS
/ 2'-6"- .., -LANDING CONTROLLER
(18"Wx6 1/2"Dx24"H) FIELD
/ 3'-10 "-- --/ LOCATE TO MEET N.E.C.
MIN. AND/OR LOCAL CODES
120v. LIGHT
DISCONNECT SWITCH
NOTE! NOTE; NOTE:
MACHINE ROOM LAYOUT MUST MACHINE ROOM TO HAVE NATURAL/ FLOOR TO CEILING
COMPLY WITH LOCAL, STATE, MECHANICAL VENTILATION IF REQUIRED HEIGHT OF 6' 6" AND
AND NATIONAL CODES. REVISE BY STATES OR LOCAL CODES. = MEASUREMENTS
AS NECESSARY FOR COMPLIANCE REQUIRED BY N.E.C.
IN YOUR AREA
DWG VIEW PART NUMBER REV.DATE
I��L�� ►��C�(IN DRAWING OMMENDED SIZE) DRAWING NO. 80205324 =
�, ! SOUTHBRIDGE# 1004 SOUTHBRLDGE #1004 -
PAGE: ��VVjj DRAWN BY: DWG. DATE JOB OR APP.# DEALER P.O.# DWG. SCALE REV.LEVEL(1 -3)
3/5 D.I UCASSEN 08/11/06 06-04039-HIH 7623 1 :24 -
RAIL JAW -\
I_
RAIL LENGTH: 20'-7" - -___ _ iii j 14,>
DOOR INTERLOCK = I 11 • •
36"x80" DOORS `L
2"x12" PLANK PLUMB AND SQUARE ----- -i -II 9'-0"
IS SECURED w/RECOMMENDED (2) � (I OVERHEAD
3/8"x5" LAGS 2'-0" O.C. AT EDGES.
CDUNTERBORE LAGS. EXTEND PLANK
TO CEILING. D41 MI *
• SECOND
SEE DETAIL "JACK GUIDE" ',
CYLINDER SHEAVE -' •iiiIi
JACK SHEAVE GUIDE -
UNISTRUT JACK STRAP -
LOCATED APPROX. 10" BELOW
TOP OF CYLINDER
III 12'-0"
TRAVEL
PIT GUIDE RAIL TO PLANK HYDRAULIC ---STOP PLANK 4"
CYLINDER ABOVE PIT FLOOR
/
CYLINDER BASE
I FIRST
9" PIT
- x
DWG VIEW PART NUMBER REV.DATE
SECTION A—A 80205324 _
ltict.V01®11 DRAWING TITLE DRAWING NO. -
COMPAr,r OF N.+e�.��... SOUTHBRIDGE# 1004 SOUTHBRIDGE #1004
PAGE: DRAWN BY: DWG. DATE JOB OR APP.# DEALER P.O.# DWG. SCALE REV.LEVEL(1-3)
4/5 D.I UCASSFN 08/11/06 06-04039=171117L7673 1 :24 —
FLAT 2"x10" PLANK-,
2"x12" PLANK
&GUIDE RAIL
iiuii'-7,7-_ -..r.--olial-,
1
°_ ilIIl I 1p
CYLINDER SHEAVE ill
JACK SHEAVE GUIDE
NOTE:
WHEN STUD AND SHEETROCK CONSTRUCTION
IS USED ON THE GUIDE RAIL SUPPORT WALL
4"x4" STUDDING IS NEEDED BEHIND THE
2"x12" PLANK. UNISTRUT STRAP LOCATED III
APPROX. 10" BELOW TOP
RAIL DETAIL OF CYLINDER
HOISTWAY DOOR --
iii THRESHOLD -CAB
NOTE:
JACK SHEAVE GUIDE MUST BE
Mil INSTALLED PARALLEL TO MAIN
GUIDE RAIL, PLUMB w/ JACK
ON INSTALLATION. UNISTRUT
70' TAPER TO BE FASTENED TO THE SUPPORT
i"MIN. / 1 i" MAX. I, PLANK EVERY 3'-0".
2"
JACK GUIDE DETAIL
DOOR SILLS TO BE INSTALLED BY G.C.
AFTER LIFT SUPPLIER HAS INSTALLED
A RUNNING PLATFORM. SILL TO BE
BROUGHT OUT TO NOT LESS THAN 1/2"
AND NOT MORE THAN 1 1/2" TO THE
RUNNING PLATFORM. 1. VERTICAL LOAD FORCES
STATIC = 2,100 LBS.
IMPACT = 4,200 LBS.
S I LL D ETAI L 2. RAIL FASTENING TO 2"x12" PLANK
#14 x 1 3/4" TYPE A S.M.S. RAIL IS PRE-
____V\____ AT FACTORY.
�`//� 3. BOLT FASSTENING OF CAR TO TROLLEY
THE CLEARANCE BETWEEN
1/2" - 13 x 4" SOCKET HD CAP SCREWS
2"x4" STUD - THE HOISTWAY FACE OF THE 4. JACK SPECIFICATIONS
DOOR FRAME LANDING DOORS OR GATES AND A. SINGLE PC JACKS
THE HOISTWAY EDGE OF THE PISTON DIA. 2 5/16"
LANDING SILL SHALL NOT WALL THICK. 11/32"
t EXCEED 3". B. SPLICED JACKS
\ / THE DISTANCE BETWEEN PISTON DIA. 2 13/16"
CAB 3" / THE HOISTWAY FACE OF THE WALL THICK. 9/32"
LANDING DOOR OR GATE AND C. ALL CYLINDERS
■ , THE CAR DOOR OR GATE SHALL OUTSIDE DIA. 4"
-5"- - NOT EXCEED 5". WALL THICK. 3/16"
RUNNING - D. MAX WORKING PRESS. 1000 PSI
CLEARANCE • 5. ALL SHEAVE DIA. 8 5/16"
DOOR FRAME DETAIL TECH IV ICAL C)AMA,
DWG VIEW PART NUMBER REV.DATE
DETAILS, DATA, CODES 80205324 _
pNCLUNATOa DRAWING TITLE DRAWING NO. -
OOMPANY OF Sl AMC7tiCA
PAGE: DRAWN BY: DWG. DATE JOB OR APP.# DEALER P.O.# DWG. SCALE REV.LEVEL(1 -3)
5/5 D.LUCASSEN 08111 /06 06-0403_9-fil-I 7623 - 1 :24 -
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LOT B CMF
PLAT OF LOT C, THE SOUTHERN 3' 0
LOT D & THE NORTHERN 18' OF LOT B,
CAMPBELL SUSBDIVISION, FORT WARD,
TYBEE ISLAND, CHATHAM COUNTY,
GEORGIA
STREET ADDRESS: 4 HOSTI AVENUE REFERENCE: DB 198 U 120
FOR: MARK LANIER
ACCORDING TO THE F.I.R.M. DATED EQUIPMENT:
6/17/86 THIS LOT IS WITHIN FLOOD ZONE TOP CON AP-L1A
A8, BFE 12. ERROR OF CLOSURE:
a,ORG,IQ LINEAR: 1/-
�15TER ANG: -"/ANGLE
.�, , B . CED BY: -
J. WIETLEY REYNOLDS ti if'
•LAT: 1/181,000
LAND SURVEYOR og' NO. '2• • 00 ^ o 20
636 STEPHENSON AVENUE o o / i t I
SUITE C �d v�,. SCALE: 1" = 20'
SAVANNAH, GEORGIA 31405 IIR DATE: DECEMBER 2, 2007 SURVEY
TELEPHONE: 912-352-0464 ,ITLEY ,sky DATE:
DECEMBER 6, 2007 PLAT
FAX: 912-352-7787 1Z GlC,/ FILE NO. 07-134
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