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HomeMy WebLinkAboutPLANSTHE GENERAL CONTRACTOR SHALL FULLY C-OMFLY WRN THE FBC FIFTH EDMON (2014)AND ALLADDITIONAL STATE AND LOCAL CODE REQUIREMENTS. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FORANY WORK KNOWINGLY PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR SHALL ALSO PERFORM COORDINATION WITH ALL UTILRIESAND STATE SERVICE AUTHORITIES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFYAND 15 RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS. THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. AND DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF TH15 OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR DESIGN CRITERIA: FBO FIFTH EDITION (2014) FLOOR: 40 PSF LIVE LOAD 10 PSF DEAD LOAD V4ND:152 MPH NOMINAL (170 MPH ULTIMATE), EXPOSURE C. BULLDINGCATEGOW.. CATEGORYII CONSTRUCTION TYPE VB WINDBORN DEBRIS REGION: YES INTERNAL FRE55URES: 0.00 (OPEN) 156 FT. MIN, SETBACK REQ. FRONT SIDES CNR SIDES REAR —��' ZNG, r, SCANNED BY St. Lucie Count, o Oesignafedaraswhaetlwbmknvtlspee0 h ladmphargraacea .�.�,�,� 130 NJMaMwbhnlnekdrhecwu hates: 1. Values are oltboxte desiv 3-secord east wind speeds 1. olles'per how (./a) at 33 ft (l6m) abeee grand for Exposure . cat-. .gory. 2. Linear interpolation between conteurs Is permitted. 3. Islands aed coastal areas outside the last cartour'shall use the last wind speed contour of the coastal area. 4. rountainovs terrain, Barges, ocean promontories, and special wind regions 'shall W esashoed for unusual wind coMl- t1ons. 5. KIM spends correspond to appreximetely a probability of exceedeace Ln W years (mnwal Eaceedence Probability . B.BBlal. Ml . M years). RGURE delA nmrA¢orsxxeonstunt3'...swvsw: a3sra,veo annsm, Awnnrur name. PROJECT LOCATION MAP ST. Lum, AU11b7-Y`B`UfvL111; G DIVISIgf � REVIEWED FOR CO' \ ,LU REVIEWED BY �i� DATE PLANS AND PHRMU MUST BE KEPT ON JOB OR NO INSPECTION WILL BE N ADE. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE OON CT InA 0 E;AECORD THESE PLANS AND ALL PROPOSEDa. .• ARE SU WOf I( BJEcrroAPlYcoRRECTIONS - .,;; ,.:>,= S2p1�a1161:I( F. al.-. .. OtiC�A•t REQUIRED ®YFIELD INSPECTORS THAT- =.MIAYBENECESSARYINORDER TO eoMPLVWIIpjAi ILL APPLICABLE COGcS. " m.. 9s � Cos SHEET: PROJECT #: 16.225 STARTDATE: SQUAREFOOTAGE: DRAWINGS PROVIDED BY: Dl(dp2, ERIC MAR5HALL'S °' f"@ d DRAFTING DE51GN5, INC. D PROJECT INFORMATION: OCEAN REBORT GO -OP I ' NG. CONTRACTOR: GOOD TOMATOOR ENTERPRISE, INC. FN&INEeR OF R NILLIAM F. STUHR E. 12215 F becc6i"s IZu "0112016 REVISIONS: avtv2Dt6 1235 U5 HNY 215 �, (Chair Lift Deck) (CGC# 1515402 ) 1618 Hotiyee Ave Hinter Garden, FL 34787 407-1120411cl P-1 SEBRING, FL. 55810 (863) 414-1643 5101 Hwy A1A, FT. Peirce, FL. 54982 5ebring, FL. 53810 State of Florida PE #22150 FEo72130 T redo 5epk W..2016 Steps To Remain 5r-1 " 4r-1 rr J Finished Floor 0.00" ram CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB 51TE AND NOTIFY THE ENGINEER OF ANY DIMEN5IONAL ERRORS, OMI551ON5 OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expense and responsibility. The contractor shall verify all dimensions and enclosed drawing. Eric Marshall's Drafting Designs, Inc. Is not liable for errors once construction has begun. While every effort has been made In the preparation of this plan to avoid mistakes, the maker can not guarantee against human emor. The contractor of the Job must check all dimensions and other details prior to construdon and be solely responsible thereafter. jlliI Finished Floor Plus 48-1/2" PLAN VIBN SCALE: 1/4" -1'-T In Railing Per Chair Lift Requirements Railing & Decking To Be Moved Back 12" +/- Railing Installed New chair Lift Installed By Al Elevators LLC, Per Manufactures Specifications New 4" Slab Under New Lift & Approach 5,000 psi Concrete Field Verify Location x 4" PT #2 Y.P. Post NOTE: IF LANDING SURFACE 15 GREATER THAN 30" FROM FIN15HED GRADE, 42" RAIL 15 REQUIRED PER 2014 F.B.0 SECTION 1013 GUARD RAIL SHALL BE DESIGNED TO RESIST 50 Ibs PER LINTER FOOT PER 2014 F.B.C. SECTION 1607.8.1 GUARD RAIL SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 lbs PER 2014 F.B.G. SECTION 1607.8.1.1 & A5CE 7 -V-4" x 4" Rail Support Spacing 4" Max 3� Open Space u m ivLLm 2"Max zoo ; Open Space w a New chair Lift Installed By Al Elevators LLC Per Manufactures Specifications New 4" Slab Under New Lift & Approach 5,000 psi Concrete Field Verify Location RAILING REQUIREMENTS SCALE: 1/4"- 1W r.iYln,n VyY f.5r45"i _ William Stuhrke ;i>*i ikSep S 20 2016 1:11 PM 441ZAui- W4wcRfeeyse" Ooell:"epfatl�"W SHEET: PROJECT#: t6-225 START DATE, SQUAREFOOrAOE: DRAWINGS PROVIDED BY: nxlty, ERIG MARSHALL'S �1,1 lAG DRAFTING DESIGNS, INC. 4 d" .4 $MDD `~ 1235 U5 HWY 215 �� PROJECT INFORMATION: OCEAN RESORT CO-OFr LNG. (Chair Lift Deck) CONTRACTOR: GOOD TOMATO ENTERPRISE, INC. (CGC# 1515402) ENGINEER OF RECORD: WILLIAM F. STUHR , 12215 Rebecca" 1 r. Winter Garden, 7 SEAL: o9/0112016 REVISIONS` ov19/2016 5-1 SEBRING, FL. 33870 1616 Hotlyee Ave 407-920-3 9 fec8,a�1 (663) 414-1643 5101 Hwy AIA, FT. Peirce, FL. 34982 Sebring, FL. 33870 State of Florida PE #22150 r�sav src" r .sous 2" x 6" FT #2 Y.P. Top Roll Secured To Posts w/ (2) 3" Gab Deck Screws @ Each Connection (Typ) 2" x 4" PT #2 Y.P. Side Rail Secured To Posts w/ (2) 3" Gaiv Deck Screws @ Each Connection (Typ) 4" x 4" PT #2 Y.P. Post (Typ) 2" x 2" FT #2 Y.P. Pickets Secured To Posts w/ 2-3/4" Galy. Screw @ Each Connection (Typ) 2" x 4" PT #2 Y.P. Bottom Rail Secured To Posts ud (2) 3" Gaiv Deck Screws @ Each connection (Typ) 2" x PT #2 Y.P. Decking (Match Existing) Secured ud (2) 3" Deck Screws @ Each Connection (Typ) 2" x 12" FT #2 Y.P. Fir Joists Spaced 1 b" O.G. Max Secured ud Simpson LUS210 w/ (4)1Od Nails Into Joist & (8)1Od Nails Into Beam (Typ) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB 51TE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK To the best of naJ knowledge these plans are drawn to comply with owner's and/ or bullder's specifications and any changes made on them after prints are made will be done at the owner's and / or builders expense and responsibility. The contractor shall verify all dimensions and enclosed drawing. Eric Marshall's Drafting Designs, Inc. Is not liable for errors once construction has begun. Mile every effort has been made In the preparation of this plan to avoid mistakes, the maker can not guarantee against human enor. Thecontractor of the job must check all dimensions and other details prior to constructlon and be solely responsible thereafter. 4" x 4" FT #2 Y.P. Post (Typ) Simpson A5U44 uA (12) 1bd Nails Into Post (2) 112" Bolts Thu Post 1-5/8" Anchor Boll: Into Concrete Approx. Finished Grade W x 8" x 12" Deep Concrete Base 3,000 psi Min. Concrete NEW POST DETAIL SCALE:10 -1'.X 2" x 6" PT #2 Y.P. Top Rail Secured To Posts u1/ (2) 3" Galy Deck Screws @ Each Connection (Typ) 2" x 4" PT #2 Y.P. Side Rail Secured To Posts u.d (2) 3" Galy Deck Screws @ Each Connection (Typ) 2" x 2" FT #2 Y.P. Pickets Secured To Posts w/ 2-SK' Gaiv. Screw @ Each Connection (Typ) 2" x 4" PT #2 Y.P. Bottom Rail Secured To Posts w! (2) 3" Galy Deck Screws @ Each connection (Typ) L My 2" x FT #2 Y.P. Decking (Match Existing) Secured w/ (2) 3" Deck Screws @ Each Connection (Typ) r ' m 4" x 4" PT #2 Y.P. Post Spaced 36" O.G. Max Secured To Deck w/ (3) 1 /4" x 3" Gaiv Lag Screws (Typ) 2" x 12" PT #2 Y.P. Fir Joists Spaced 16" O.G. Max Secured w/ mpson LU5210 uA (4) 1Od Nails Into Joist & (8) 1Od Nails Into Beam (Typ) New 2" x 4" FT #2 Y.P. Knee -Wall Single 2" x 4" PT #2 Y.P. Top Plate Single 2" x 4" PT #2 Y.P. Bottom Plate Secured To Concrete w/ 1/4" x 3-1/2" Red Head Spaced 24" O.G. Secure Vertical Studs To Top & Bottom Plates w/ Simpson H3 w/ (4) 8d Nails Into Stud & (4) 8d Nails into Plate Exterior Cement Board To Match Existing (Typ) New 4" Slab Under New Lift & Approach 5,000 psi Concrete Field Verify Location TYPICAL SECTION DETAIL SCALSOW -1'-0" .J�f.Slyyq.{� :` aarna t� S A .. - llri0imm Stuluke Sep 2020161:12PM rw�rv,as.y.. -.."....ram SHEET: FROJECTft: 16-225 STARTDATe: 5aUARE FOOTAGE: DRAWINGS PROVIDED BY: DRtp2! ERIG MARSHALL'S ° *a. PROJECT INFORMATION: OCEAN RESORT CONTRACTOR: GOOD TOMATO ENGINEER OF RECORD: SEAL: ovolrzole REV1510x5: DRAFTING DESIGNS, INC. DmD - GO -OP, INC. ENTERPRISE, INC. WILLIAM F. STU 12215 Rebe n ov1v2o15 1255 US HWY 27 S y - a °8 (chair Lift Deck) (GGG# 1513402) 1bl8 Hotiyee Ave W(nter GaM n, 'K31ww,,ff 5-2 SEBRING, FL. 35370 y4 407-920-3 s �30,N16 (663) 414-1643 5101 Hwy A1A, FT. Peirce, FL. 54C182 Sebring, FL. 33870 State of Florida PE #22150 HOISTWAY CEILING NOT REQUIRED (OPTIONAL) ON UNENCLOSED UNITS T m m LANDING 2 J w < � J a 0 r LANDING 1 C m x o TOP OF MAST i i �.Q N � v HOISTWAY ENDWALL NOT REQUIRED (OPTIONAL) ON UNITS m UNENCLOSED UNITS ELEVATI❑N B-B PRELIMINARY DRAWING ONLY DRAWING APPROVAL: THIS DRAWING REFLECTS DUR INTERPRETATION [IF THE INFORMATION PROVIDED BY THE DEALER ON THE ORDER .FORK THIS. INFORMATION IS THE DEALER'S RESPONSIBILITY, AND IS THE BASIS FROM WHICH THIS LIFT IS DESIGNED AND MANUFACTURED. PLEASE INDICATE THE REQUESTED ACTION BY CHECKING ONE OF THE FOLLOWING BONES AND SIGNING BELOW TO AUTHORIZE C13MPLETMN OF THIS ORDER ❑ APPROVED WITH NO EXCEPTIONS MANUFACTURE PRODUCT AS PER DRAWING ❑ APPROVED WITH EXCEPTIONS, NO REAPPROVAL REQUIRED MAKE CHANGES AS NOTED, NO REAPPROVAL BRAVING REQUIRED ❑ CHANGE AS NOTED, REAPPROVAL REQUIRED MAKE CHANGES AS NOTED, SEND C13RRECTED DRAWING FGR REAPPROVAL BEFORE IMNUFACTURE CHANGES REQUEST. 1. SIGNATURES DATE. D m R THE DRIVQT D: APPADVm, CANRLL.AT FRS V APPLY 35 3/8" IVERALL LENGTH 54" CLEAR INSIDE CAB LENGTH �34"� I �13" 37 /4" m 3 � ^i fL LANDING I qS r �= ENTRANCE m z JU N w 45" OPENING z4 n I GENERAL ARRANGEMENT ffi AN VERTICAL WHEELCHAIR PLATFORM LIFT F-- E7 FR T 24 1/4" II � svus: �m FE LN✓DII& e / II I / II 51" 'u DOOR FRAME TYPICAL PLAN vrr IL,c LIJC vlvL 7: Pal Na ONMI N mml saw: 0.0 Vmml Na HOISTWAY ENDWALL NOT REQUIRED (OPTIONAL) ON UNENCLOSED UNITS No v � PIERCE, F _ 3.4 _3 © P- F- • PR❑VISI❑NS HOISTWAY - THE HOISTWAY MUST BE DESIGNED AND BUILT IN ACCORDANCE WITH 'SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS' OR 'SAFETY CODE FOR ELEVATORS AND ESCALATORS' AND ALL STATE AND LOCAL CODES. PLUMB RUNWAY- DUE TO CLOSE RUNNING CLEARANCES OWNER/ AGENT MUST ENSURE THAT HOISTWAY AND PIT (WHERE PROVIDED) ARE LEVEL, PLUMB (-/+ 1/8" (3 mm)) AND SQUARE AND ARE IN ACCORDANCE WITH THE DIMENSIONS ON THESE DRAWINGS. MINIMUM OVERHEAD CLEARANCE- OWNER/AGENT MUST ENSURE MINIMUM OVERHEAD CLEARANCE IS IN COMPLIANCE WITH CODES, CONSTRUCTION SITE- OWNER/AGENT TO PROVIDE ALL MASONRY, CARPENTRY AND DRYWALL WORK AS REQUIRED AND SHALL PATCH AND MAKE GOOD (INCLUDING FINISH PAINTING) ALL AREAS WHERE WALLS/FLOORS MAY REQUIRE TO BE CUT, DRILLED OR ALTERED IN ANY WAY TO PERMIT THE PROPER INSTALLATION OF THE LIFT. DIMENSIONS— CONTRACTOR/CUSTOMER TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO OUR OFFICE IMMEDIATELY. ► I;0h11ro1:1:11 FLOOR/SUPPORT WALL LOADS -STRUCTURE TO ANCHOR A CRANK SHAFT AND SAFETY HARNESS, WHERE APPLICABLE/ NEEDED, TO BE PROVIDED BY CONTRACTOR, CONTRACTOR To ASSURE THAT BUILDING AND SHAFT WILL SAFELY SUPPORT ALL LOADS IMPOSED BY THE LIFT EQUIPMENT. REFER TO THE LOAD DIAGRAM ON THIS DRAWING. MAST TO BE SECURELY FASTENED- WHERE REQUIRED THE MAST MUST BE SECURELY FASTENED TO THE STRUCTURAL SUPPORT FLOOR. REFER TO FLOOR SUPPORT LOAD DIAGRAM AND ANCHOR DIMENSIONS ON THIS DRAWING. NO WALL LDADS SINCE THIS UNIT CAN ONLY BE FREE STANDING. WHERE DOORS ARE REQUIRED- SUITABLE LINTELS MUST BE PROVIDED BY OWNER/AGENT. DOOR FRAMES ARE NOT DESIGNED TO SUPPORT OVERHEAD WALL LOADS. FREE STANDING UNIT 373 19591 8 30$ I7781 co T II II 1 CD u ONN II II i- 4 ANCHOR 352 19027� POINTS BY OTHERS ELECTRICAL GENERAL- ELECTRICAL EQUIPMENT AND WIRING TO COMPLY WITH SECTION 38 OF CSA C22.1 <CANADA) OR SECTION 620 OF NEC ANSI/NFPA 70 (USA). POWER SUPPLY-120VAC, 20A, 60HZ, 1PH CIRCUIT THROUGH A FUSE DISCONNECT WITH AUXILIARY CONTACT ON MAIN POWER SUPPLY. PROVIDE TWO 18 AWG CONDUCTORS BETWEEN CONTACT AND CONTROLLER. LIGHTING -LIGHTING OF 100 LX MIN. AT PLATFORM AND LANDINGS. LIGHTING WITH SWITCH AND ELECTRICAL GFCI OUTLET IN HOISTWAY PIT. PHONE- IF A TELEPHONE CIRCUIT IS REQUIRED, JACK OR PHONE ARE PROVIDED ON THE CAR. A DEDICATED ANALOG PHONE LINE (NO VOIP) IS REQUIRED TO BE PROVIDED BY OTHERS TO THE CONTROLLER FOR VOIP, PLEASE CONTACT SAVARIA ENTRANCES UPPER LANDING GATES- WHERE REQUIRED, SMOOTH SOLID BARRIERS ARE TO BE SUPPLIED AND INSTALLED ON BOTH SIDES OF ENTRANCE AT UPPER LEVEL AND MUST BE A MINIMUM OF 42' (1067 mm) HIGH, ENTRANCE ASSEMBLY MUST BE IN PLACE PRIOR TO THIS PROVISION. - FASCIA PANEL BELOW UPPER LEVEL ENTRANCE - WHERE REQUIRED, FASCIA PANEL MUST BE FASTENED TO A SOLID WALL AND BE PERPENDICULAR TO THE FLOOR AND WALLS. HOISTWAY FASCIA IS NOT SELF-SUPPORTING FOR LONG, CONTINUOUS RUNS VOID [IF ENTRANCES, ADEQUATE SUPPORT FOR THE FASCIA MUST BE PROVIDED. ENTRANCE ASSEMBLIES- ENTRANCE ASSEMBLIES MUST BE ADJUSTED TO ALIGN WITH PLATFORM AND INTERLOCK EQUIPMENT. OTHERS TO ALLOW AN ADEQUATE ROUGH OPENING. RETURN WALLS- RETURN WALLS AT ENTRANCES MUST BE BUILT-IN BY OTHERS AFTER ENTRANCE ASSEMBLIES ARE IN PLACE. ENTRANCE ASSEMBLY MUST BE SECURELY FASTENED TO WALLS. This is where it indicates that it's an outdoor unit. [2101 FLOOR SUPPORT LOAD R3 FLOOR TO SUPPORT LOAD OF: 30001bs(13,3kN)x ■(INCLUDES IMPACT) GENERAL CLASSIFICATION+ APPLIED CODE: MODEL: CAPACITY: SPEED: TRAVEL: PIT DEPTH: PLATFORM SIZE: POWER SUPPLY: BATTERY BACK UP: SUSPENSION: POWER UNIT MOTOR+ SPECIF-ICATI❑NS Vertical Vheelchalr Platform Lift ASME A18.1:Section 2 (Public) Multillft 750 lbs (340 kg) 8'/Min (0,04 m/s) 37" (940 mm) 0" (0 mm) 36" X 54" (914 mm X 1372 mm) II0V,l5A,60Hz,SINGLE PHASE No ACME SCREW 25mm CONTROLLER MODEL: TYPE: ETL #: CONTROL VOLTS: CONTROL AMPS: AMPS: MFR.: 0.75 HP, 110/115 VAC DOORS / GATES / CALL STATIONS DOOR TYPE ENTRANCE SIDE DOOR SWING DOOR INSERT LOCK TYPE AUTO DOOR OPENER IN FRAME CALL STN. CALL STN. TYPE CALL STN. KEYED CALL STN. STOP BUTTON CALL STN. MOUNTING ISOLATED PR0D00R KIT i ANnTNr 1 i ANnMr P Platform Gate 42' High Upper Lndg Gate a b lh rh Steel Panel S t e e l WR500 Lock (24V) WR500 Lock (24V) Not AppUcobLe Not Applicable no Call/Send 2 Buttons yes Call/Send 2 Buttons Not Reciulred Not Require Surface Mounted Remote Flush Mount No I No ENTRANCE LOCATIONS OPTIONS PROVIDED xasT SIDE A vuTroxx 4 SIDE B MULTILIFT CPFS 94307 24VAC/12VDC 1 A 15 SAVARIA TOUCH UP PAINT: 1 can(s) RAMP: BUILDING: Public Building EXTRA KEYS: UNDERPAN SENSOR: yes SAFETY PINS/BLOCKS: TER,O a MANUAL LOWERING DEVICE+ UNI d Colour - Beige PIT SWITCH: FLOOR: Anti -Skid Grey Pc InfHONE: FLOOD SWITCH: no FOLD SEAT: no [0141 DATA S Aff2 AN VERTICAL WHEELCHAIR PLATFORM LIFT -- F-0f2T MFIa 70 vM SM.. —OR — T N 1---1 W Y �, 1 A PIERCE, F-L 34g49 Auto RCLMP no yes yes no Na MULTILIFT M N. EE� CE;; O g =15`1111� T 11111�1 2" 1511 SIDE VIEW 51"L12y5J "1J 0 o 45"M UI (42,25' [1073mm3 CLEAR OPENING) FRONT VIEW WALL ATTACHMENT C8X) #8 X 3 FH SCREWS (SHIM AS REQUIRED) LTT PLATFORM SURFACE HINGE POST � SLAM PMST RIGHT HAND SWING ANGLE SILL, SCREW ON HALL CALL (OPTIONAL) WR500 GAL LOCK (OPTIONAL) t A- DRYWALL OR PARGING (BY OTHERS) AS REO'D. & SEE DATASHEET OF THE INSTALLATION DRAWING FOR LANDING ENTRANCE SCHEDULE. C, ALL INFORMATION IS SUBJECT TO CHANGE. GENERAL SPECIFICATIONS, - EACH LANDING ENTRANCE SHALL BE SUPPLIED AS A FINISHED ASSEMBLY WITH GATE AND FRAME BLANKED, REINFORCED,DRILLED AND TAPPED FOR ALL COMPONENTS DETAILED, READY FOR INSTALLATION. - DIFFERENT PANEL INSERT MATERIALS ARE OPTIONAL. - DIFFERENT LOCKS SUCH AS GAL, OR WR500 ARE OPTIONAL. - MANUAL GATE. HYDRAULIC DOOR CLOSER IS PROVIDED. RUNNING CLEARANCE 0.50' [13 mm3 SILL SILL 0.25' 16 CAB VERTICAL SECTI❑N 2' �45' [1143 mm3 —ENTRANCE WIDTH C 3' [76 mm3 3' C76 mm3 51.25' 11302 mm3 2' 45' 11143 mm3 ENTRANCE WIDTH 3' 176 mm3 3' [76 mm3 F� 51' 11295 mm3 HORIZONTAL SECTION O7Fl0RB01 srAr. 010 ���R+SrNP. �s-+�� Second Level Door wsrONER. A l E L E N,/ Pr -T-C❑ FZ S L-L C PROJECP. ❑CEAN FRES❑RT CO—OP — T❑P VERTICAL WHEELCHAIR PLATFORM LIFT F� O F2 T P I E F2 C E, F- L 3 4 9 4 9 mm3 mm3 Nm MULTILIF-T A Nu 6 <=-:a CD g J