FLS2013-03010 L
. F Op N �SCE
' 52�13'430�p�A AVE
n Zory�f C�ea►water Planning& Development Department
ning,powntown Ticket Booth
� ..,_ ndard Development Application
�`�-�'`�"� ' -- .,,M At�as#:2g6g Dwellings, Mixed-Uses or Non-Residential Uses
IT tS INCUMBENT UPON THE APPUCANT TO SUBMI7 �u..__ �TE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE,
INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLiCATION.
ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY,AND SUBMITTED IN PERSON(NO FAX OR DELIVERIES)
TO THE PLANNING&DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE.
A TOTAL Of 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES)AS REQUIRED WITHIN
ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. PLANS AND APPLICATIONS ARE REQUIRED
TO BE COLLATED,STAPLED AND FOLDED INTQ SETS.
THE APPLICANT, BY FILING THIS APPLICATtON, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE
COMMUNITY DEVELOPMENT CODE.
FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $200
APPLICATION FEE: $475
PROPERTY OWNER(PER DEED): GIT�1 OF GLEA2W ATE2
MAILINGADDRESS: IOV S M�I2�E� A�IE GI.ER�R1�1R"�-R.� FL �3�1r",.��I
PHONE NUMBER: �12'7�2.2y-"��pi
E M A I L `2rUy_ GI1 l V�G°�rilV GI Q.AU'"W CC�.t-•CJJ(1'\
AGENT OR REPRESENTATIVE: LERDy C,NI 1.1
MAILING ADDRESS: Ih0 � M�42TLE A�I'� , lM 1?f� �1 F f�e4�JATEi2 . F�_ �.�"lr-,U
PHONENUMBER: (-�-��22�-"��OI
EMAIL: �QrpV. G�'11 Y� �IMV C,�Q0.1'WC�"f21(�.CUt'v�
ADDRESS OF SUBJECT PROPERTY: �QO N 05CElJL-P. AV E- Gt�A(ZVJPt"1�.2a FL 33'1SS
PARCEL NUMBER(S): �(o-2.q - �,-rj-y39�Co-boo-oo�o
i�-29 - 15-'1�482-002-00 lo
LEGAL DESCRIPTION: ��2VJA'1�2 MAII� LI��RRR�
CSJ P�C,.H M Pt�l PAR�L.
PROPOSED USE(S): TIC.�ET bGt�THS
DESCRIPTION OF REQUEST: A�DITIOIJ OF TIC.KET L�OC�TE'�S AT CLEP�WP�'1'E{Z NIAi�
Specifically identify the request L�(����( PER P�aNS T3y�
(include all requested code flexibility; DEUEL # I�.SS�C,I{k�fES �p�l�'F(J U 5EP 2�12
e.g., reduction in required number of
parking spaces, height, setbacks, lot SLES�'S�.�- ,UATED 25 5�-P 2.fJ12
size,lot width,specific use,etc.): MLCARTH� *ASSCX..I A"fE�.`�, 1�A�D ?l� FEB ZC71�
Planning&Development Department, 100 S.Myrtle Avenue,Clearwater,FL 33756,Tel: 727-562-4567; Fax: 727-562-4865
Page 1 of 8 Revised 01t12
o ,, ', ; + Planning& Development Department
? ;�':��at��r Flexible Standard Development Application
� � Data Sheet
PLEASE ENSURE THAT THE FOLlOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM
WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE ARID POSSIBLY DEFERRED UNTIL THE fOLLOWING
APPLICATION CYCLE.
ZONING DISTRICT: DOWtJTGW1�1 GEN`�R.P�L- 6v51N�S D�S`1TZ1c,T
fUTURE LAND USE PLAN DESIGNATION: ppWt�TC'��rJtJ C�-1�1TiZRl� 13USIN�-S5 DISTIZI�--T
EXISTING USE(currently existing on site): L1f3R.R'�y
PRdPOSED USE(new use,if any;plus existing,if to remain):TIGiL�T I�GC51�i5 �LUS �E_'X I�ST���
SITE AREA: �y(���" �"'�� rGqf1�1 sq.ft. acres
GROSS FLOOR AREA(total square footage of all buildings):
Existing: 2,`l�l'1 S sq.ft. L►�3RA2`�
Proposed: 2"1, �2l sq.ft. 1,16RAR`� + [�ppTfkS
Maximum Allowable: sq.ft.
GROSS FLOOR AREA(total square footage devoted to each use,if there wiil be multiple uses):
First use: 2,.`► , �'"15 sq.ft. LIf3(ZAR>{
Second use: �y�_ sq.ft. 6ocsrHS
Third use: sq.ft.
FLOOR AREA RATIO(total square footage of all buildings divided by the total square footage of entire site):
Existing: O•Z�1Jr
Proposed: O• 2�1
Maximum Allowable:
BUILDING COVERAGE/FOOTPRINT(1S`floor square footage of all buildings):
Existing: 2,'��15 sq.ft. ( 2.'I.S' %of site)
Proposed: ���� sq.ft. ( Q.0015 %of site)
Maximum Permitted: sq.ft. ( %of site)
GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site;not perimeter buffer):
Existing: sq.ft. ( %of site)
Proposed: sq.ft. ( %of site)
VEHICULAR USE AREA(parking spaces,drive aisles,loading area):
Existing: sq.ft. ( %of site)
Proposed: sq.ft. ( %of site)
Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel: 727-562-4567; Fax:727-562-4865
Page 2 of 8 Revised 01(12
IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site):
Existing:
Proposed:
Maximum Permitted:
DENSI7Y(units, rooms or beds per acre): BUILDING HEIGHT:
Existing: Existing:
Proposed: Proposed: �ja iinC1�Q,S
Maximum Permitted: Maximum Permitted:
OFF-STREET PARKING:
Existing: Note:A parking demand study must be provided In conjunction with any request
Proposed: to reduce the amount of required off-street parking spaces. Please see the
Minimum Required: adopted Parking Demand Study Guidelines for further information.
WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $ �,VGG
ZONING DISTRICTS FOR ALL ADJACENT PROPERTY:
North: ppW�'uW1J CEtJTRp.�-- '�I�INF�.SS SJISTR.IC.T
South: ����►SfC�WtJ GE1�ITSZ�t.._ 8 iSitJES.`� T�15�fTZIC.T
East: pUVJ1JTi�vJtJ C.EIJ►RP�t_ Ci��S11JE5S �tS?R1C,T
west: p(UW►�Yrp��11J C—E-1�TRP�L— SUSIIJ�S.S DIS�f1ZIC.T
crnTr nr n mm�n rn����tv nc m��n�nc
.a�n��v� ��vn�vn�vvv�v�� v� r11rLLLAJ
I, the undersigned, acknowledge that all Sworn to and subscribed before me this day of
representations made in this application are true and
accurate to the best of my knowledge and authorize .to me and/or by
City representatives to visit and photograph the ,who is personally known has
property described in this application. produced as identification.
Signature of property owner or representative Notary public,
My commission expires:
Planning&Development Department,100 S.Myrtle Avenue,Ciearwater,FL 33756,Tel:727-562-4567; Fax: 727-562-48&5
Page 3 of 8 Revised 01/12
o Planning& Development Department
} � �a���e� Flexible Standard Develo ment A plication
P p
� Site Plan Submittal Package Check list
IN ADDlTION TO THE COMPLETED fLIXIBLE STANDARD DEVELOPMENT (fLS) APPLICATION, ALL FLS APPLICAT{ONS SHALL
INCLUDE A SITE PLAN SUBMITTAL PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION AND/OR PLANS:
❑ Responses to the flexibility criteria for the specific use(s) being requested as set forth in the Zoning District(s) in which the
subject property is located. The attached Flexible Standard Development Application Flexibility Criteria sheet shall be used to
provide these responses.
� Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexible Standard Development
Application General Applicability Criteria sheet shall be used to provide these responses.
� A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property,
dimensions, acreage, location of all current structures/improvements, location of all public and private easements including
official records book and page numbers and street right(s)-of-way within and adjacent to the site.
❑ If the application would result in the removal or relocation of mobile home owners residing in a mobile home park as
provided in F.S.§723.083,the application must provide that information required by Section 4-202.A.5.
❑ If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other similar
marine structure, then the application must provide detailed plans and specitications prepared by a Florida professional
engineer, bearing the seal and signature of the engineer, except signed and sealed plans shail not be required for the repair
or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on
private and commercial docks.
� A site plan prepared by a professional architect,engineer, certified planner or landscape architect drawn to a minimum scale
of one inch equals 50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information:
�. Index sheet of the same size shall be included with individual sheet numbers referenced thereon.
� Nnrth arrn�ni crala Inratinn ma�anrl rlata�ra�arari.
r � �
� Identification of the boundaries of phases, if development is proposed to be constructed in phases.
❑ Location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard
Area,and the Base Flood Elevation(BFE)of the property,as applicable.
� Location,footprint,size and height of all existing and proposed buildings and structures on the site.
� Location and dimensions of vehicular and pedestrian circulation systems, both on-site and off-site, with proposed points
of access.
� Location of all existing and proposed sidewalks, curbs, gutters, water lines, sanitary sewer lines, storm drains, manholes,
inlets, lift stations,fire hydrants, underground conduits,seawalis and any proposed utility easements.
D Location of onsite and offsite stormwater management facilities, including offsite elevations, as may be required by the
Engineering Department to evaluate proposed stormwater management, as well as a narrative describing the proposed
stormwater control plan including all calculations and data necessary to demonstrate compliance with the City of
Clearwater Storm Drainage Design Criteria manual.
0 Location of solid waste collection facilities, required screening and provisions for accessibility for collection.
❑ Location of off-street loading area,if required by Section 3-1406.
� Location,type and lamp height of all outdoor lighting fixtures.
❑ Location of all existing and proposed attached and freestanding signage.
,� All adjacent right(s)-of-way,with indication of centerline and width, paved width, existing median euts and intersections,
street light poles, bus shelters,signage and utility company facilities.
Planning 8 Development Department,100 S.Myrtte Avenue,Clearwater,FL 33756,Tel: 727-562-4567; Fax: 727-562-4865
Page 4 of 8 Revised 01112
❑ Dimensions of existing and proposed lot lines, streets, drives, building lines, setbacks, structural overhangs and buiiding
separations.
� Building or structure elevation drawings that depict the proposed building height, building materials, and concealment of
al!mechanical equipment located on the roof.
❑ Typical floor plans,including floor pians for each floor of any parking garage.
0 Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally
sensitive areas.
❑ If there is any requested deviation to the parking standards a parking demand study will need to be provided. Prior to the
preparation of such study,the methodology shall be approved by the Planning and Engineering Departments. The findings of
the study will be used in determining whether or not deviations to the parking standards are approved.
❑ Tree inventory, prepared by a certified arborist, of all trees four inches DBH or more that reflects the size, canopy, and
condition of such trees;as well as a tree survey showing the location, DBH and species of all existing trees with a DBH of four
inches or more,and identifying those trees proposed to be removed,if any.
❑ A traffic impact study shall be required for any development which may degrade the acceptable level of service for any
roadway as adopted in the Comprehensive Plan.Trip generation shall be based on the most recent edition of the Institute of
Transportation Engineers Trip Generation Manual.
❑ An application for a certificate of concurrency/capacity or a nonconcurrency affidavit. No development approval shall be
granted until a certificate of concurrency/capacity is issued or a nonconcurrency affidavit is executed.
C�A landscape plan shall be provided for any project where there is a new use or a change of use;or an existing use is improved
or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's
current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional
landscaping pursuant to the provisions of Article 3, Division 14. The landscape plan shall include the following information, if
not otherwise required in conjunction with the application for development approval:
❑ Location, size, description, specifications and quantities of all existing and proposed landscape materials, including
botanical and common names.
❑ Existing trees on-site and immediately adjacent to the site, by species,size and location, including drip line.
nT.._:....i i.....:.... ,�.....:i,. s,... ,_,,,..- i...... �,...�,.. ,� ,� i....... • i..,�:..� i....�:..,. • ,:,...,. •i •
u iyNi�a� j�ianuns uc�an� ivi ucca� Na�nia� Sinuu�� ai�u Sivui�u CvJci j��an��� ii�i.iuuins j��a�iuiig iiiSiiiiCuvi�a� �vii �iiiiic��
backfilling,mulching,staking and protective measures.
❑ Interior landscape areas hatched and/or shaded and fabeled and interior landscape coverage, expressed both in square
feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking (ot and
vehicular use areas.
❑ Location of existing and proposed structures and improvements, including but not limited to sidewalks, walis, fences,
pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, sign locations, curbs,
gutters, water lines, sanitary sewer lines, storm drains, manholes, inlets, lift stations, fire hydrants, underground
conduits, seawalls, utility easements, treatment of all ground surfaces, and any other features that may influence the
proposed landscape.
❑ Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape
islands and curbing.
� Drainage and retention areas, including swales, side slopes and bottom elevations, and drainage structures and other
drainage improvements.
❑ All adjacent right(s)-of-way,with indication of centerline and width, paved width, existing median cuts and intersections,
street light poles, bus shelters,signage and utility company facilities.
❑ Delineation and dimensions of all required perimeter landscaped buffers including sight triangles,if any.
❑ An irrigation plan.
Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel: 727-562-4567; Fax:727-562-4865
Page 5 of 8 Revised 01112
o } Planning& Development Department
� _ �� " �t�t��r 1 ment A lication
� � �� Flexible Standard Deve o
p pp
`-' General App�icability Criteria
PROVIDE COMPLETE RESPONSES TO EACH Of THE SIX(6)GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAII,THE
CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL.
1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent
properties in which it is located.
t��S IG�J �:,� �� c3� ,►.� �,�2r�t�►.�v w �TH E x t�-n►�a u�3fZArZ� R�v D ���� �v�—�
�.�ST.A tvTi F�LL`I ���t ATE F(ZUM I�fZC-N�TF.�TU2At. 5T��E.5 O� AN`� A'0.1 Ac.Et�1T
Ql)1 LD1�.1C�S•
2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings
or significantly impair the value thereof.
D1 M I IJ 11T I�£ SIZE OF STR.UGTI i�Z�.S VJ 1 LL N� �ESTSZIC-T gN`I 'F�i'f�f�-I�2.
r�F���►_O�[M�ErJT 5T1Z��-7UR�� �J11_.t_ FufLTi-l�-fZ I��D F.-�C►STINC.-c �iZOFiR-�Mt'C�1� l�S�
�c�'fZ- ��S'fl V A t-.S A1JL� �-v'EO:i"�.
3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood
of the proposed use.
pEV F1_..�1�MEIvT �,.;t� IvG� A[JV�fLSELy AFFF�T '�H� N�AL'TH OfL 5���1 Y OF
PERSONS R�.SioltJ� 02 wo�1�J� �N tvE��NB�� o� t��ub� �'tR��urz� w��.� r�E
n.w� �►noo�.��ctinc►�'�Tn.l �X�.S-nwl�� -rc�rn�nrt�f .�t?tx-rt�D�c ��.�c-� ��.o TrIC�Tlwlr rJ�ir�a,�-c��
� ,. - - -
�1ni�U_ PRo��D E F� S.f4F-ER-�#�5u��-n a��y �M�rz.��r,A�i.� �rT�c-�ru2� 'Fc��. H�us►r�ca
4. The proposed development is designed to minimize traffic congestion. �v��T-Q}l5t� 'TlC-IL'�JT SP�LES.
f'RcyPo� b'C2i�C.�L'�S W I�L NA�I�E �C� IMPAC.T Ot� '�A�F�IC,
cONG'tF�STl�t.l •
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for
development.
PRoPoS�.rJ 5'tR.ix.,'Tl)2�6s ASZE. it� Hr�RMUt�`I w�'SN �.x1s"`1tJC� ACZ[_.t-11TF..L�t�iiZ� aF
5v1Z12.UUtJC��l�C.1 1�2lJPERTI�S AND c�MPL1ES tn;ITH TNE C,UIDEL.ttiES C�F
TN� Db W tJ'TD W� ���1�IAP M ENT CCQ�..
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of
operation impacts,on adjacent properties.
r�FS� -�N � (��PasEt� bTfZUCili2.'E.S �MPR�V�S liPotJ 'ME P2E-EX�5T1P�
�S�fiZVC.TUR.��S �;�r���z�t� �Fotz.. -r�.M'i'cRa2y EV�.tiT-�A�.D TIc.I,E.T �At_,�5 �v����
11-1E. PEfZM�1JE.1..1T 5"ftZ�C.'tti{Z� C"rN�E �'K.OPOSED SOC�T�-1S> AR.� SuCiS"IA1vT►FRL-L`I
Mc�2E aCSTHE"��C. � 6T��c�'t-l)2�LL`� �Gut�1D 'TNA� `sN€t� `�t-�1Q�ACZ.� Covt�t�RPA�i".
Pianning 8�Development Department, 100 S.Myrtle Avenue,Clearwater,FL 33756,Tel: 727-562-4567; Fax: 727-562-4865
Page 6 of 8 Revised�1112
o ;j,`���� � + Planning& Development Department
� }\:r ���al��r Flexible Standard Develo ment A lication
p pp
� Flexibility Criteria
PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(S)BEING REQUESTED AS SET
FORTH IN THE ZONING D{S7RICT(S)IN WHICH THE SUBIECT PROPERTY IS LOCATED. EXPLAIN HOW,IN DETAII, EACH CRITERION
IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL(USE SEPARATE SHEETS AS NECESSARI�.
1. �5 E C A-f TPcC-H F iJ L,�-`TT�E 2 DA`r"E.D `�I�� 13 ,
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3.
4.
5.
6.
7.
8.
Pianning 8�Development Department, 100 S.Myrtle Avenue,Clearwater,FL 33756,Tel: 727-562-4567; Fax: 727-562-4865
Page 7 of 8 Revised 01112
o Planning& Development Department
> � � V ����r ' 1 Standard Develo ment A lication
� ���� Flexib e p pp
� Affidavit to Authorize Agent/Representative
1. Provide names of all property owners on deed—PRINT full names:
Gl'f`Z OF C��.AR�nip,'1�R..
2. That(I am/we are)the owner(s)and record title holder(s)of the following described property:
3. That this property constitutes the property for which a request for(describe request):
4. That the undersigned(has/have)appointed and (does/do)appoint:
L���I u�+t�l
as(his/their)agent(s)to execute any petitions or other documents necessary to affect such petition;
5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described
property;
6. That site visits to the property are necessary by City representatives in order to process this application and the owner
authorizes City representatives to visit and photograph the property described in this application;
7. That(I/we),the undersigned authority, hereby certify that the foregoing is true and correct.
Property Owner Property Owner
Property Owner Property Owner
STATE OF FLORIDA,COUNTY OF PINELLAS
BEFORE ME THE UNDERSIGNED,AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON
THIS DAY OF , PERSONALLY APPEARED
WHO HAVING BEEN FIRST DULY SWORN
DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED.
Notary Public Signature
Notary Seai/Stamp My Commission Expires:
Planning&Development Department, 100 S.Myrtle Avenue,Clearwater,FL 33756,Tel: 727-562-4567; Fax:727-562-4865
Page 8 of 8 Revised 01112
CASE NO. FLS2013-03010-100 N OSCEOLA AVE
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Parts list-#28782879 qearwater �
PIECE QTY PIECEDESC. PART# PARTDESC. BLANK p,�ps � EDGEEXTRUSION
4 RUBRAIL CORNERS ALU8005 CASTING CORNER STAMPED NEW LOGO(CUBES) N/A 3��� . ALL AROUND TOP
`�'��� (SEE DETAIL ON THIS PAGE)
E-01 4 CORNER EXTRUSION ALU8001 EXTR AW CORNER F/BODYS30FTL(60fi'I-T8) 97.875 � '�=-7:
E-04 2 EDGE EXTRUSION ALU8000 EXTft EDGE ALU 30F L(6063-T6) 53.000
E-05 2 EDGE EXTRUSION AW8000 EXTR EDGE ALU 30F L(6063-T6) 169.000 CORNER EXTRUSION ,�-�'.� �
E-06 4 DOOR EXTRUSION ALU8000 EXTR EDGE ALU 30F l(6063-T6) 95.000 ALUMINUM ALLOY:6061-T6 : � �g� �
MOMENT OF INERTIA IN SHONM POSITIOtij:2,120 in^4 x°.. / 1;8"AWMINUM PANE�
E-08 'I CENTER POST WA TUBE ALU 3 X 4 X 3/16 95.000 � ' 1 "` ' I
E-12 4 TUBE - TUBE ALU 2 X 3 X 1/4 95.000 SECTION MODULUS(IN SHOWN POS�710N):�.142 in^3 . _� , - _/ OVERLAPPED T'AT TOP,1!2"ON OU7SIDE EDGE. I
�� x�=�. . *� � 3/4"FLANGE ON SIDE AND 2"FLANGE ON BOTTOM
E-14 2 CHANNEL ALU6204 CHNL ALU 3X1-12 AL ASSOC 95.250 . ��_ � �,�
2250 1!8"ALUMINUM PANEL �- - .,a��;, � -^" ��g �'s�ra. ; (ALLOY:5052-H32)
E-15 2 TUBE ALU3302 TUBE ALU 2 X 2 X 1/8 95.000 INSERTED 378"ON SIDE AN�TOP - ` '� .�= �.-�r"'��-` �
E-"I6 2 TUBE ALU3302 TUBE ALU 2 X 2 X'I/B 83.000 � 3;6'P(.Ap��E ON SI�E AND 2"FLANGE ON BOTTOM� r r c� � �'�" '�`�'�'��'�``'
E-17 2 TUBE ALU3301 TUBE ALU 2 X 2 X 1/4 606'I T6 83.000 (ALLOY:5052-H32) �' `���; �� ���,,."-�,,#��' �
E�8 2 TUBE ALU3301 TUBEAW2X2X1/46061T6 84250 � 0.125 ��.�; 7,�''' �,.""`r��, �
E-30 4 EXTRUSIONCAP ALU�200 SHTALl1.1255052-H32W/PVC 3.500'3.500 3.000 �.�"� ' � �g'` . .ya= 'i`�^
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E31 2 RUBRAIL ALU8002 EXTR RUB RAIL ALU NEW 40FT L(606&T6) 171 000 L �% �,-�� ��w�fl°
E-32 2 RUBRAIL ALU8002 EXTR RUB RAIL ALU NEW 40FT L(6063-T6 55.000 � . ��,�.,5"'�c{'�, �`"�'
P-01 2 BODY PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC 32.750'95.750 3� ,�a 1/8"ALUMINUM PHNEL
EDGE EXTRUSION �, ��� s� � INSERTED 3/8"INTO EXTRUSION ON SIDES AND 60770M
P-02 � BO�Y PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC '19.000'32.625 ALUMINUM ALLOY:6063-T6 �nr � r��
P-03 1 BODY PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC 19.000'23.063 ��s�`^""'� *..>�_�" 2"FL'vNGE ON TOP TO SUPPORT COUNTER
MOMENT OF WERTIA(IN SHONM POSITIOtJ):1.6'10 in^4 ��°°'�d�'cs,.R � � (ALLOY�5052-H32)
P-04 1 BODY PANEL ALU1200 SHT ALU.�25 5052-H32 W/PVC 19.000'23.063 SECTION MODULUS QN SHOWN POSITIONI:1.055 in^3 d,.,
P-05 4 BODY PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC 23.188'95J50 �
P-06 1 BODY PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC '19.000'32.625 � ���
P-07 1 BODY PANEL ALU1200 SHT AW.'125 5052-H32 W/PVC 84.125'23.688 2.625 c g��, , _
P-08 'I BODY PANEL ALU'1200 SHT ALU.'125 5052-H32 W/PVC 84.125'23.688 � �.;< �
P-11 'I BODY PANEL ALU1200 SHT ALU.'125 5052-H32 W/PVC 30.313'24.188 0.�25 "��� ��
P-'12 2 BODY PANEL ALU1200 SHT ALU.'125 5052-H32 W/PVC 27.813'95J50 4.000 �"
P-'13 1 BODY PANEL ALU1200 SHTALU.125 5052-H32 W/PVC 84.000'32.250 _� "=���y LOWER EXTRUSION
P-14 1 BODY PANEL A1.U1200 SHTALU.�25 5052-H32 W/PVC 84.000'32250 � �_._, %+LL AROUND BOTTOM
. � ;SEE DETAIL ON THIS PAGE)
LOWER EXTRUSION
ALUMINl1MALLOY:6063-T6 ��� a` �� ' �
MOMENT OF INERTIA(IN SHOWN POSIT;O`i):2.316 in"4 '� �''�����
60.000 60.000
SECTION MODULUS(IN SHOWN POSITION).0.940 in"3 „�:,�,��''�"�,e
�53.000� 53.060 � �^r�
118"AIUMiNUM PANE� '"K."""
�«.
E-04 E-04 �NSERTED 3!8"ON ALL FOUR SIDES ��"' �-
(AILOY:5052-H32) �, ���"` ��`��.
� �����, - q,
�,,,. ;.;�� t
3/8"WS. 'VB"ALUMINUM PANEL �°. i* - � �
P-04 3!8"INS. INSERTED 3r&"ON BOTTOM AND OUTSIDE EDGE � �
P-03 4�
20.813 20.813 3'4"FLANGE ON INSIDE AND 2"FLANGE ON TOP -,��. �.
0.75" OJS" (ALLOY:5052-H 32) "�
E-o� z° Z.. #2878/2879 CLEARWATER = "
E-06 CORNER EXTRUSION F ,_, "- CL:
E-0� HI L 4 CORNER �
3l8"INS. WINDOW E_p� �-0 �N�`�d i5'��C�TAILGh THIS PaGE) �� N
p-0, W �
97.875 32.000 98.000 98.000 32.000 97.8'S �a��.� � � �
P-01 � ��.,� � Q
Q
E-� J o
2 P-02 P 06 r O O
3/&"INS.
;88� 30.375 30375 �8�5 SEE PAGE 5 FC�� INTERIOR �' Y W �_ �
3/S"INS. 075" 075" � '� � � N
38,��s STIFFENER DETAILS �'� �-� � (� p o � �
V� ~
=_ � Mm } o
E32 E-32 O � W Q �
OY � o
ZcVc� mo
�ss.000 i�s.000 � a ~ Z �T
83.000 83.000 169.000 O �/y� W Q O
3_000 E-OS E-OS � W Z � I�f
V8"ALUMINUM PANEL
INSERTED 3�'8"INTO EXTRUSION ON TOP,SIOE AND BOTTOM
'I"OVERI.AP "I"OVERLAP DOUBLE FLANGE ON INSIDE
0.5"OVERL4P p_�� 20.8'13 p-OB 0.5"OVERLAP �"�� (ALLOY:5052-H32)
3/8"INS. 3/8"INS. 22.000
2. 075" 0.75" p^ P OS P OS P"29.000.9G6"
3.500 3�p O P-12 O
3.000 3.500 3�0 E-Ot r�yti.<'ti}��.
E-0� Z"&0.75" 3.000 �,ty � P�� t `t r.,
E-06 P-05 P-O5 Y�� .�� �• � . �- ���
E-OB O 2n.500 Z 'ti Y i-v r�; - �,.
44.188 83.000 E.p� 26.500 ti� � �{o ♦t .
98.000 P tz 98.000 }' " '�f.� -
83.000 2.,8 0.75' E-06 O � ✓ ` e �{ .
20250 20250 20.250 ��`�. _.
"�- !%�� .,�
73.000
!f%��.�
t l.;l..�D . ,�.. �� • :
2„ 2., 0.75" � '�' � �...._ a �
OJS" 0.75" 3/B"INS. 29.000 �_ �°� � � \ , .
� '�+�/..
30.000 P-�3 P-�4 30.000 3!8"WS. .Y �''} f. � ' �
3i8"INS. "!. `- #�'F,(2$7s9riCEA'VyATE'Ft��;'T�`.�`
3;S"INS. 3�8„INS. �.-� ' w•s
0�.7E-.�.,�9l2�/7r��',, `i 4uNRu�.OG0�678..SCnLE�N/A
� EMa NiA'! ��.�NIT iEo� T$?�05
E-31 E-31 oRA`��. Rl}S�'�'OdV�S���_:� REV N/A
a.000 VENDING SIDE REAR OF TICKETBOOTH
F��E�ocqnoN. N:UY�Pk9GES�G02876\WORKGROUP\
0002878BODY sHTU � oF 6
� sasoo
56.875
32.125 �33.750�
F_� � sos.�
� � �
2.500 �sZS FLOOR SHEET
QlU'1303 _. �4.�'I� 0.125 3.688
SHT ALU TRDBRT.190 3003 � � ------- ------ � 0.'125 3.688
I
��2 5 DIMS:58.500'120.000 I �0.906 �� ��
zsa � p � �38.�25 1.000 0.906 T � 1.000
z,oa� F-1 A
INSTALL F'20 FLOOR SHEET F-ZO F-21
AfTER � F-1 Q7y;1 �
FLOOR 21.000 3d.250 ALU1303 FLOOR STIfFENER FLOOR STIffENER
IS SET SHT ALU TRDBRT.190 3003 QN�8 �TM.�Z
ALU 1200 A W 1200 i
DIMS: 58.500'S4.500 SHT ALU.125 5052-H32 W/PVC SHT A�U.'125 5052-H32 W/PVC I
DIMS: 36.'125'4.500 DIMS:33.750'4.500 ,
63250 61 25D 63.250 '
(EDGE OF (EDGE OF
F�OOR TO FLOOR TO
CENTER ' i i i i i i i i ` CENTER
OF FOOT) �'_#«'�_ _�pH`�'�_�";�"'�_�'�"� OF FOOT) ��0250 �5&.500� 59.000
n u n i i 0 900
ii ii ii �i
� io.a�o
3.750 ----------'-------------------------'-----
F-23 � 1.000 1.000 � -- 2.r�p0 ��'I.000
� � 11.624 O o O 1
.906" .406" � 1
34.000 6 000-�---� � � e o 0
F-2'I "111250 0.725 5.812` - (7YP.) 0.313
120.000 F'22 J_ '-_-_-_-'-_-_-_-_-_-_-______'__-_-_-_-____'_'_'_'_'__-_
F-22 FORK PAD W£8 F-23
�TY:4 FORK PAD
" �� �� �� �� ' ALU7102 aTY�.4 0.906
i i i i i i i i BqR ALU FLAT 'I/41NX41N ALU1200
°°.�_°° °tr'_" �.°�*.°_-i---�+-_�
i i i i i i i i DIMS:58.500'3750 SHT AI.0.125 5052-H32 W/PVC
ii ii ji ii DIMS:59.000'71.624
F-22 TO
1!8 1 RUBRAIL
ifi7.375
F-9 F_y F-9
F-21 D�R 174.500 34.000 7.000
SIDE � �1.000
F-23 0 5.250� �14250�
- F'� O
/ , o
i i i i i i i i % � 10.'125 0 0 �o O o � o O o o O o �2.000
ii �i �i ii o 0 0 0 0 0
----i+--- ----fF-�'--�--+ir---�---�M1--� O 1"STEELALLTHREA�
i i i i i i i i \ B a o 3.500 3.500 GRADE 5 BOLT z�25 7.750
ii ii �i i
F-23 ' F-4O F-41 F-42 6.000
STEEL CORNER PtATE STEEL FOOT PIATE STEEL TIE DOWN PLATE 3.250
34.000 �TY-4 QTY:4 qTY�2 1"STEEI �
STE1205 STE1205 STE1205 HEX NUT
12"STEEL PLATE t/2"STEEL PLATE 1/Z"STEEL PLATE
8�25fl F�21 DIMS: 7.000•10.125 �IMS:5250'3.500 DIMS: 14.250'3.500 SEE STD.HOLDDOWN DRAWING FOR
F-23 � DETAIL
3"STEEI WASHER
F-22 7.000 11:64"THICK:3"DIA. ¢3.000
ii ii ii ii
----�+--- ----+�--------+�--------�+--- s.zsa F-9
-+ ta.zso
i i i i i i i i o � � TIE-DOWN
63.250 �� �� �� �� F_�q 63.250 � o O o o ��:6
0 0 o ALU5003
°O� ° � ° ROD ALU 3/4 IN(6061-T6511)
54.500 F-23 t0.i25 0 0 �o O o F_$
Q 3� 3.500 TICKETBOOTH FEET DIMS: 15.000
0 o QTY:10
� 91081
36.250 N�A
INSTALL F-40A F-41A F-42A DIMS: WA
AFfER F-20 ALUMINUM CORNER PLATE ALUMINUM FOOT PLATE ALUM�NUM TIE DOWN PLATE
21.000 FLOOR 2t000 Q7y:4 pTY�4 pTY:2
IS SET ALU1306 ALU7306 ALU�306
# z 500 PLT AW.50 6061-T6 PLT ALU.50 6061-T6 PLT ALU.50 60fii-T6
iib
DIMS: 7.000•10.125 DIMS�.5.250'3.500 DIMS: 14250'3.500
�
2500 1.625 �
�3.625� �7.313� �3.625� 2.500��1
2.500 F-20 TO 1 I
1/8 'I.5 RUBRAIL �� � �� ��
� 2.000
2.000 0.125 2.938 � �
�- L 1.000 •.•� �', .
F-22 TO
1/8 'I-6 STIFF.TO 1/8 1.5-12 F•23 �� �--3.625 .+ . \',. ` , � '
o.zso F-45A F-46A '�°' a' `` -<_,- =
1/8 1-8 FLOOR F-43A F-44A GUSSET GUSSET '�: �+'�s � � ���� ��•.
GUSSET GUSSET QTM�16 �TM�4 �`� F -.� �
ALU7100 A1U7100
QTY:16 QTY:8 BAR A�U FLAT 1/4"X 2" BAR ALU FIAT 1/4"X 2"
'I.000 ALU7100 ALU7107 -
� FLOOR DIMS: 3.625 DIMS: 2.500 , ` �
BAR ALU FLAT 1!4"X 2" BAR ALU FLAT 1/4"X 3"
3JSG DIMS:3.625 DIMS�. 7.313 1
�_' .�- .
�.oss �.,ea � sses h�s.ezs--i �s.,so--I F-50 F-51 F-52 _ , , �.b : ,� '��_
� 2.8i5 �- FLHT&4R FLATBAR FLATBAR . Ue Z I� � ' �
14J50-+�---14.750�-14750 0.190 � �.8i5 1J50 Q1Y:2 QTY:2 aTY:1 � r , F ..i .
3.125 3.625 ALU7102 ALU7102 ALU7102 'FL'JOR D_TAILS FOF
0250 58.500 0250 � � �����A2379�2679 C�EAI2Wl�,i ER �.
BAR ALU FLAT 1/41N BAR ALU FLAT i/41N BAR ALU FIAT 1/41N � " ,'��. �� , .•-. ' �
59.000 DIMS: 171.000" DIMS: 55.000" DIMS 90.000" 'o �E Hl��¢2 `�'' UNirq: ,OOOza78 scnie N/A
DETAIL B F-47A F-48A o�'os3 eMU?.nr� ,.� ' uN�rTVar- reisos
GUSSET GUSSET _
a7Y:4
ALU7150 A�U7�50 �RA�� � •US$,GQN�(ER.>5� ~ REV�.N!A
BAR ALU FUiT 3I8"X 4" BAR ALU FLAT 3.'8"X 4" Fi�E LOCn710N N:VOBFILES�D0028'8\Y1qRKGROUPI
DIMS 6825 DIMS: SJ50 0002878BODY SHT# 2 OF 6
.
ssoo
Parts List•#28782879 Clearwater '-�
PIECE QTY PIECE DESC. PART# PART DESC. BIANK p.�25 � � EDGE EXTRUSION
4 RUBRAIL CORNERS ALU8005 CASTING CORNER STAMPED NEW LOGO(CUBES) N/A 3��� .: �I� �r+LL FROUND TOP
E-01 4 CORNER EXTRUSION ALU8001 EXTR ALU CORNER F/BODYS30FTL(6061-T6) 97.875 _L .'V�"��..t I III (SEE DETAIL ON THiS PAGE)
E-04 2 EDGE EXTRUSION ALU8000 EXTR EDGE ALU 30F L(6063-T6) 53.000
E-05 2 EDGE EXTRUSION AW8000 EXTR EDGE ALU 30F L(6063-T6) 169.000 CORNER EXTRUSION r^'
E-06 4 DOOR EXTRUSION ALU8000 EXTR EDGE ALU 30F l(6063-T6) 95.000 ALUMINUM ALLOY:606�-TB .. -- �x! ,
MOMENT OF INERTIA IN SHOWN POSITION`-2.120 in^4 " � �` ,:;. 1!8"ALUMINUM PANEL
E-08 � CENTER POST N/A TUBE ALU 3 X 4 X 3/16 95.000 � i� r �� �'1 . �
SECTION MODUWS QN SHOWN POS;TION):1.�42 in^3 ;= :� �t � � � �OVERLAPPED 1"AT TOP,V2"ON OUTSIDE EDGE.
E-1 2 4 T U B E - T U B E A L U 2 X 3 X�/4 9 5.0 0 0 �'x tt �': �� �" 3 4"Pl.i1NGE ON S E AND 2 FLANGE ON BOTTOM
i ID
E-14 2 CHANNEL ALU6204 CHNL ALU 3X1-12 AL ASSOC 95.250 � '� r� - �'� r �i��' I � (ALIOY'S052-H32)
2.250�J�7 1/8"ALUMINUM PANEL �� �' ,{ r� �-+-., �
E-15 2 TUBE ALU3302 TUBE ALU 2 X 2 X'I/8 95.000 I- � WSERTED 3/8"ON SIDE AND TOP� ''
E-16 2 TUBE ALU3302 TUBE ALU 2 X 2 X 1!8 83.000 I ' 3;4"FL;;NGE ON SIDE:.ND 2"FLANGE ON 80TT0�." -# ?� � ,'�s- ��'fi#
E-17 2 TUBE ALU3301 TUBE ALU 2 X 2 X 1/4 6061 T6 83.000 iALLOY:5052 I �� � �y��.:r
E-18 2 TUBE ALU3301 TUBE ALU 2 X 2 X 1/4 6061 T6 84.250 � 0.125 �:�.�'��� . ��r, �,�w
E-30 4 EXTRUSION CAP ALU1200 SHT ALU.125 5052-H32 W/PVC 3.500'3.500 3.000 �., n y�,z'g �. �.<- ��,=, .q.,,� �.
E-31 2 RUBRAIL ALU8002 EXTR RUB RAIL ALU NEW 40FT L(6063T6) 17�.000 �� �'w.i � `"� ,,,,�;� '�'�-"��
E-32 2 RUBRAIL ALU8002 EXTR RUB RAIL ALU NEW 40FT L 6063-T6 55.000 ��''`-`. a� J �,�,.
P-01 2 BODY PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC 32750'95750 � �. ''�'' . l/8"ALUMINUM PANEI
EDGE EXTRUSION �� .�^ � '1' �MSERTED 3/8"INTO EXTRUSION ON SIDES AND BOTTOM
P-02 'I BODY PANEL ALU1200 SHT ALU.'125 5052-H32 W/PVC �9.000'32.625 �""� � '�'' 2"FLr,NGE ON TOP TO SUPPORT COUNTER
ALUMINUM ALLOY:6063-T6 = .
P-03 1 BODY PANEL AW 1200 SHT ALU.125 5052-H32 W/PVC �9.000'23.063 MOMENT OF INERTIA QN SHONRJ PGSITIOtV)��B'10 in^4 � � � `' "'� � (ALLOY�5052-H32)
P-04 1 BODY PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC �9.000'23.063 SECTION MODUIUS(W SHOWN POSITION!:1.055 in^3 '�r-�r ': ,-��^y� �'"° � �
#,_� �'"
P-05 4 BODY PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC 23.�88'95750 ��.'-"-� ,� �,�`
P-06 1 BODY PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC 19.000'32.625 -
P-07 1 BODY PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC 84.125'23.688 2.625 �9. �
'_ �t
P-08 1 BODY PANEL ALU1200 SHT AW.125 5052-H32 W/PVC 84.125'23.688 =,. .g� .
P-1� 'I BODY PANEL ALU1200 SHTAW.125 5052-H32 W/PVC 30.313'24.188 Q�zs } .�� _°` A�. ����;'
P-12 2 BODY PANEL ALU'1200 SHT AW.125 5052-H32 W/PVC 27.813'95.750 4��� .-'`-'.-'k-�"z--�; = d'�'�`"'' �
P�
P-13 1 BODY PANEL ALU1200 SHT ALU.125 5052-H32 W/PVC 84.000'32.250 �_ �� � ���'p�..�a;°4� a �LOWER EXTRUSION
P-14 'I BODY PANEL ALU�200 SHT ALU.125 5052-H32 W/PVC 84.000'32.250 � f�� ,Fa.,� %.LL AROUND BOTTOM
� ^"x - ;SEE DETAIL ON THIS PAGE)
LOVvER EXTRUSION a�,�;r�
ALUMINUM ALLOY:6063-T6 � • �
MOMENT OF INERTIA(IN SHOWN POSITlOP7)�.2.316 iM4 ��a-
60.000 60.000
SECTION MODULUS(IN SHOWN POSiTION)'0.940 in^3 � �
�53.000� 53.000�j ���
E� �� I t/B"ALUMINUM PANEL
I 14SERTEC 3!8"ON ALL FOUR SIDES .� �y�''�
(ALLOY-5�52-H32) _�, �z,,�,.
.?'�'',a"�`,s�.il"�.�.. -_
3/8"INS. O 'l/8"ALUMINUM PANEL ''_ �� ��
e„+�.�
P-03 P-04 3�8"�N�. INSERTED 3i&"ON BOTTOM AND OUTSIDE EDGE �,x,�,
20.813 20.813 3/4"FLANGE ON INSIOE AND 2"FLANGE ON TOP �.i�
E-oi o Z5n OJS"zY (AI.LOY:5052-H32) #2878/2879 CLEARWATER °=��- �� �
CORNER EXTRUSION �'�'rg �' . -- CL
3l8"INS. Vv1NDOW E_p� WINDOW � � E � ALL 4 CORNER ���-�����- �� ` r Y �x � �
E{�� (SEE DETFIL ON THIS PAGE) ,„�.�,� � � '�p ��� �
P-01 ���--` �«*��"", � �� ��� �y�`'fe�`>s',. W �
r
� `J �
97.875 32_000 98.000 ��` �� � i �
98.D00 32.OQ0 97.875 �,� �i.�„� .. g� Q
P-01 x �
�' * � :�µw �' � ` Q
v � � ! �.� �.���� Q =
,� �r':+a, �� i �z"€"a V a Q� �-
E-O6 2.. P-02 P-O6 Z. r + .� x � ., a ''*';�`�, � O O
3/&"INS. ti .- �.,� >; +�' a O O m
;aa�0 30.375 30.375 3!8"�INS SEE PAGE 5 FG�-� INTERIOR �� °` °������ 4� W � _ �-
3;8���NS. 075° 075° STIFFENER DETAILS : �'; (� N o �
3/8"INS. �� `a°,"�;�.:x.�.
� C
��,-w, �€v�'�'r�:��� O m ~ �i
,�.�.� �`�. O M � o
��� �� .:�;, �
E-32 E-32 � W Q 3
0 Y � O
Z �yc� mo
»s.000 O Q� 1- -� Q;
189.000 -176.000 O V � Z C
169.000
83.000 83.000 /y�\ �U Q
3.000 E-OS E-OS �� W Z � N
. 'I/8"ALUMINUM PANEL
INSERTED 3�'8"INTO EXTRUSION ON TOP,SIDE AND BOTTOM
1'OVERLAP �"OVERLAP DOUBLE FLANGE ON INSIOE
0.5"OVERL4P p_�� 20.8'13 P-OB 0.5"OVERLCP 0.75'.
3/8"INS. (ALLOY:5052-H32)
3/8"INS. 29.000 z2,000
z,� 075" 0.75" 2�. P�5 P OS P-�1 1.906„
3.500 3�Q O P-12 O
3D00 3.500 E-01 t i.<'t�
E-01 z..8075,. 3.000 3.000 ..',"+i�C�+� f'..r�''[J�,
E-O6 P-05 P-OS ,`�.��` b. L.;_ ,i_',V�r�
E-OB O 26.500 � ``��`., y!v�E � v.-
98.000 44.188 &3.Q00 E_Q� 26.500 .��t y� ��• •a� �� _
&3.000 2"8 0.75' P-�2 98.000 �/'� �.� .{ - .
E-O6 O � �'�` • �/
20250 20250 20250 " t��N� �. _-
73.000
_ •�, } -
a �' v . +-.. � • .-.
Z., z.� 0.75" ,'� �'�' � - - ., o '.
.._ : -
0.75" 0.75" 3!8"INS. 29.000 - ".. � '"- ,�}� � r�..
, \
30.000 P-13 P-14 30.000 3.�8"INS. � � ' , �t "
��ez�
a a°iNS. ; ' '' f oo s Fo� ,.. _-
3;8"INS. 3/8"INS. �,!/� .��# �' RV�4T�R�:'
o�TE,�9251a::-'•. '� 4uNkn�. ,060�878,Sc.s�E�.N/A
� EM# NiA�' ��'JNITT�°c T�'?505
VENDING SIDE E31 E31 oRA� ai�s�co�v�RS�_:_:` ` Re� wn
a.000 REAR OF TICKETBOOTH Fi�E�ocniioN N:VY�B��6ES�bd02878\NbRKGROUP\
0002878BODY SHT# � oF 6
� ss.soo
56.875
32.125 �33.750�
F_� � sos°
2.500 �_sZS FLOOR SHEET
� 908" �
A�U'1303 _'__'_____' ______'__ �4.y� 0.125 3.688
SHT ALU TR�BRT.190 3003 � � ------_ --- � 0.'1�25 3.688
��25 DIMS:58.500'120.000 � �0.905 i� T
2.50 36.125 1.000 0.906 T �
Sb QD 'I.000
z,.000 F-1 A
INSTALL F'Z� FLOOR SHEET F-ZO F-21
AFTER I F-1 QTY:1
FLOOft 21.000 36.25D ALU1303 FLOOR STIFFENER FLOOR STIFFENER
IS SET SHT ALU TRDBRT.1903003 aN�8 nN'�z
ALU1200 ALU1200
DIMS: 58.500`54.500 SHT ALU.125 5052-H32 W/PVC SHT ALU.'125 5052-H32 W7PVC
DIMS: 36.125'4.500 DIMS:33.750'4.500
63.250 81.250 63.250
(EDGE OF (EDGE OF
FIOOR TO FLOOR TO
CENTER ' i i i i i i i i ` CENTER �� � �
OF fOOT) ������-�n ��4j.��_a«__;j�_����e=�__� OF FOOT) 0.250 58.500 59.000 �
ii 'i ii i� � o.s06
t0.OD0
3.750 -- -'-_--f --------------------
F-23 � 1_D00 1.000 � 2.500 ^'I�1.000
� � 71.624 i�
906.�
34_000 .906" � 6.000-�--� e � o 0 0 0
F-21 11t250 0.125 5.812� -- (TYP.) 0.3t3
120.000 F-22 '-------'-----'---'---------'-------'-----------------
F-� FORK PA�WEB F-23
Q7y.4 FORK PAD
' �� �� � �� ' ALU7102 QTY:4 0.906
i i i i =i i i 8AR ALU FLAT 'I/41NX41N ALU1200
i_°'�_�'�° °4��i��•�'°;�"°�s��-���� SHT ALU.125 5052-H32 W/PVC
i i i� i �i DIMS:58.500'3.750
ii �i =i �i DIMS:59.000'11.624
F-22 TO
1/8 1 RUBRAIL
167.375
F-9 F_9 F-9
F-2� DOOR 174.500 34.000
SIDE 7.000� 7.000
F-23 0 5150� �14.250� �
_ F�ZZ �
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ii ii ii ii % � 10.125 00 �o O o � o O o o O o
ii i� ii �i o 0 0 0 0 0 �2.000
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i i i i i i i i � B 3.500 3.500 GRADE 5 BOLT 7,750
� �i � i \ o 0 2.125
F-23 ' F-4O F-41 F-42 e.000
STEEL CORNER PtATE STEEL FOOT PLATE STEEL TIE DOWN PLATE 3.Z50
34.000 nT'��4 aTY:4 qTY;2 1"STEEL �
STE1205 STE1205 STE1205 HEX NUT
12"STEEL PLATE 'R"STEEL PLATE t/Z"STEEL PLATE
8�25� F�21 DIMS: 7.000'10.125 DIMS:5250'3.50� DIMS: 14250'3.500 SEE STD.HOLDDOWN DRAWING FOR
F-23 DETAIL
3"STEEI WASHER
i i I i F'22 7.000 11:64"THICK;3"�i:.. Qf3.000
ii ii ii ii
�--�--- -��+H-�-'-�'-+�-°�----1f-'�. 5250 F-9
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63250 �� �� �� �� F_�q fi3250 � o 0 0 0 �N:6
0 0 0 o a a � o ALU5003
54.500 F-23 10.125 0 0 �o O o O F_$ ROD ALU 3I41N(6061-T651'1)
� 3.500 3.500 TICKETBOOTH FEET DIMS: 15.000
0 o carv:io
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36250 N�A
INSTALL F-40A F-41 A F-42A DIMS: WA
AFTER F-20 AIUMINUM CORNER PIATE ALUMINUM FOOT PLATE ALUM�NUM T�E DOWN PLATE
21.000 FLOOR 21.000 Q'ry:4 QTY:4 QTY:2
IS SET ALU1308 ALU1306 ALU1306
$ z 500 P�T ALU.50 6061-T6 PLT ALU.50 6061-T6 PLT ALU.50 6061-T6
DIMS: 7.000'10.�25 DIMS:5.250'3.500 DIMS: 14.250'3.500
�
2.500 1.625 �-
�3.625� �7.313� �3.625� 2.500�
2.500 F-20 TO
1/8 'I.5 RUBRAIL �� � �� ❑�-
2.00�0 -� 2.0+00
�_ 0.125 2.93B .
1- 1.000 ;, t,,;�.:;�1
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F-22 TO o.2so F-45A F-46A '�o�� �. `" J < �:-, ;
1/8 1b FLOOR F-43A F-44A GUSSET GUSSET 1,� -�+��s �y i `-' ;t�-;.^
GUSSET GUSSET QTM�16 QTM�4 � n� t f �
ALU7100 ALU7100 ' � �� � =�-����
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'1,000 ALU7100 ALU7101 �-- "�
FLOOR DIMS:3.625 DIMS:2.500 _ -�
BAR ALU FLAT V4"X 2" BAR ALU FtAT tl4"X 3" , ' -
� 3750 DIMS:3.625 DIMS: 7.313 : � 4 j S' �;!�, " �
�.oss �.,ea � 3.563 �--s.EZS-.� �---s.7so--� F-50 F-51 F-52 .; �.� � '1n^' '_
� � � 2.875 �_ FLATBAR FLATBAR FLATBAR - p !� �'
1.875
14J50---�+---14.750 14.750 0.190 3.125 3.625 1J50 Q7Y:2 QTY:2 QTY:1 - i�� ^FC�ORi,b,�AI S FO��y-
ALU7102 ALU7102 ALU7102 �` /-#'2978l28+�S CIEA�W i'ER 4
0250 58.500 0.250 � � BAR ALU FLAT t/41N BAR AW FLAT 1/41N BAR AW FIAT 1/41N ��J.. !t�t� �° �' '
59.000 DIMS: 171.000" DIMS:55.000" DIMS:90.000" '�- �
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GUSSET GUSSET
QTY:4 QTY:4 DRAwrd'�';'5 . N�[,,,EGtS j`` � REV'.N!A
ALU7150 AlU7'150 �
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BAR A�U FLAT 3!8"X 4" BAR ALU FLAT 3/8"X 4"
DIMS'6.625 DIMS: 5.750 0002878BODY SHT# 2 OF 6
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D.250 F-43A
Q O O �/8
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1.000 ��8
2.500 1.000 1/8
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S4.'125 B �_:� �(rULL LENGTH:EA�H SI�E)
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F-50 INSIDE OF RUBRAIL � �� � ° � ,�4'' `¢ �
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14.250
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MIDDLE FOOT/TIEDOWN ASSEMBLY e� * TIEDOWNANDFOOTSUPPOftTASSEMBLIESFOR
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