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Home My Public Portal About11-0154 PikeCity of Tyree Island • Community Development Dept. (e ; 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/ _ c :�/ `-- Date Requested _7 s Owner's Name f f !- C. Date Needed Gen. Contractor '�� ' > /1 Subcontractor Contact Information ,,-) 71,/_i^-)L-1 .' / _ Project Address Scope of Work «L ', C e Inspector Inspection Pass Fail ® Fee ■■ INTERNATIONAL CODE COUNCIL' MEMBER Date of Inspection Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee P ( City of e Island • Community Develont Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 mit No. 0/341 miner's Name Gen. Contractor ate Requested riksak• ruagok I! La 12.17,-4 INTERNATIONAL CODE COUNCIL MEMBER Date Needed Subcontractor ./ Contact Information 2J C / / Project Address — r),7' Scope of Work 177-1 Vii4-17-1-Z- Jf-FT Inspector '71(')/ Date of Inspection Inspection I 5,1-34to - Pass 17.,q — • 11 cN Fee Inspection Pass Fail r Fee Inspection Pass Li Fail LI Fee Inspection Pass Fail Fee ELF` INTERNATIONAL CODE MUNCIE City of )ee Island • Community Develo ent 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 / /S Date Requested �1S / Owner's Name kt=%. Date Needed -) f?/ '/ Gen. Contractor ,:a;� Li /l Subcontractor Contact Information /4J--/77U 2/0 • /6.•)/ 7 Project Address / n, ?; f- ,/ .6v7,. Scope of Work . /:7 / / . V4--79/if. �4 i Inspector % ./ f ,----- /� p Date of Inspection rt ti// MEMBER Inspection L Pass Inspection G » CG v0/ ,q f - 1 It,...)� Pass P,) Fai Fee Fee Inspection Pass LI Fail ❑ Fee Inspection Pass ❑ Fail o Fee City of Y ( )ee Island • Community Develo'. ent 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. ! Date Requested 512 3-1 Owner's Name 7) I< 0—) Date Needed .51-241-1 I I Gen. Contractor (20-IL .C. A A bid fs Subcontractor Contact Information Project Address Scope of Work Inspector Inspecti i0) h 4i, r e) 100,-1-0 Date of Inspection Inspection Inspection Inspection ALA 20 /1/- Pass Pass Fail Fete Fee Pass ❑ Fail ❑ Fee nalimma INTERNATIONAL CODE COUNCIL MEMBER Pass ❑ Fail ❑ Fee <-- D J city of , ..ee Island • Community Develop.. nt Dept. Inspection Report 403 Butler Ave. P.C. Box 2749 • Tybee Island, GA 31328 Phone 912,786.4573 ext. 114 • Fax 912.7869539 mit No. Owner's Name l ►cry. Gen. Contractor Contact InfoG Project Address Scope of Work Inspector spection Inspection Date Re !nested Date Needed 1/ /i '114 1 i INTERNATIONAL CODE COUNCIL' MEMBER 7`24 1 11 Subcontractor ton (7)0,v -Z( L) -1 UI"--) %';i 1 Date of Inspection .1i O 1I 4 Y 4) Pass n a Fail Inspection Inspection Pass Fee Pass El Fail ❑ Fee Pass Fall - City of ice Island • Community Develo ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No I I U S -31-1- Date Requested Owner's Name I \c- ..,� Date Needed I_ Gen. Contractor .._ -+ =,ice , 1 i Subcontractor Contact Information 1, ---1 U ,J�., Project Address )A o_ 1a--t 1 = �,= Scope of Work +:: 6, !7;_i,-I Inspector Inspection Date of Inspection Pass Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee DATE ISSUED: 03 -18 -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 ELEVATOR SHAFT ONLY 6 NORTHSHORE LARRY & BONNIE PIKE 4 ANSLEY DR NE ATLANTA GA 30309 -2727 CATSKILL BUILDERS, INC. 210 CATALINA DR. TYBEE ISLAND GA 31328 P $ 121.00 $9,500.00 PERMIT #: 110154 TOTAL BALANCE DUE: $ 121.00 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: ICtet) P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 ww w.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: /vi f- re % Vc3- NAME ADDRESS PIN # 15-loo 8 ‘,Jc4 1'1/A4 TELEPHONE Owner /Away ft_ f li`k' lV i`-/ sibie OR, ��1 ryhee 4-c ,--., Goa 313 ii) S/ 7-- A ov Architect or Engineer Building Contractor C ysy/ LL LZ/2� 2 1 0 Ch's► 4�JA Ne..• 'j- 19-4 e S L q.:.d art, 3 (�2 ` h - 6427 (Check all that apply) ❑ Repair ❑ Renovation H4inor Addition Substantial Addition ❑ Other Details of Project: ' Estimated Cost of Construction: -. 5 w Construction Type I (Enter appropriate number) (1-) Wood Frame (4) Masonry (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Remarks: Residential ❑` Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial ❑ Footprint Changes ❑ Discovery ❑ Demolition (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units # Bedrooms # Bathrooms Lot Area Living space (total sq. ft.) # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through ( i On -site waste and debris containers will be provided by R, Construction debris will be disposed by (f by means of '' U I) S 1-c—R 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: i l ( Signature of Applic Note: A permit normally takes 7 to 10 days to process. (1( 10a03' 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 Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Signature Date FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL — LEAD -BASED PAINT Adapted from http: / /www.epa,aov /lead /pubs/renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child 'Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read abou ho . o omply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read a•. .w to se lead -safe work practices in EPA's Steps to Le d Safe Renovation, Repair and Painting. /elf gnature gnature Date �/DTIL4 & I V Printed Name IF YOU'R NOT LEAD SAFE CERTIFIED, DISTURBING JUST SIX SQUARE FEET COULD COST YOU BIG TIM ". Tr_ i)e-' .0O3J Permit Acknowledgement of Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. ndersigned a-4M Printed Name 3/s) /1 Date Office Use Only: Project Address: Permit Number: 374994 CIL/ LC■i 4@11 J. z _ rt YV Y'L�J1 —VYi COMMON; AREA It FLOQR w000 DECK ("COMMON AREA tn .tom .2114 FLOOR `! N'000 GC}} 0.01' f a ate. 3.76' NAIL to ENO. [S _ 0.14' s 66' 06' Qa" E 37.00' - -- ._ 1 Two STORY WOOD RESIDENCE LOT I 192234 Sq Ft 3.T3' 0,044 ACRES 86` QS- S9" VI' SAL CONY 3 ITY'PI 19;1.G9' TO CENTERL /NE OF VAN HQRNE STREET, a t0 Ci ors 1- LA • / `r �g,y9 f w �‘ S Al-tt fig' C� !� " 9 7$, 4 7'4? W 4A' 4' AS PER REVISED PLAT OF NORTH-SHORE DATED: 2f2Lf92 F.K. NAIL IN CONC. • ,y ite 61.94 PLAT-OF LOT I, NORTHSHORE SU$DIVISJON, CITY OF TYBEE ISLAND, CHATHAM COUNTY, STATE Or GEORGIA, KNOWN AS: 6 NORTHSHORE DRIVE, TYBEir�..ND EO GIA. a suRvEyEDPOR LARRY S, PIKE AND BONNIE H. PIKE__!_. PLAT ?RECISION; 1/264,1'89 EOUIPMENT USED. LJFIZ SET 4 ANGULAR ERROR PER ". " - 04" ADJUSTED BY COMPASS RULE, LINEAR ERROR OF E'Lf7SUR'E. 1/0.:24 T THIS IS TO CERTIFY Ttt4T THE ABOVE DESCRIBE-0 PROPERTY IS AtOr 'v'i;T`IG4' 7-"E WO YEAR FLOOD 60UNDARY AS DEtERMtNEO BY PIRM FLO00 INS. .,1AP$. (PANEL 135154 000 C, ZChEAS, EL • I5. DATED: JUNE Ii 1986) 20 40 fl7kN £ Kerr. P , e CQN$U'LTING ENGINEERS AND LAND SURVEY P.0 BOX ;517.9, SAVANNAH. GEORGIA t 2a OGLETHORPE PA FE.SSIONAL Cr 1912).54.8400 GRAPf+IC SCALE S SCALE. l ":10 DATE. 3/27/92 FILE. S92073 12' - 0" MAXIMUM FOR VERTICAL SUPPORTS WITHOUT INTERMEDIATE SUPPORT PLYWOOD (PREFEERED) OR DRYWALL Right Hand Rail Wall (Shown) OVERHEAD CLEARANCE REQUIREMENTS HORIZON TRACTION 102" MIN. FOR Std. CAB HEIGHT 114" MIN FOR B' -O" CAB HEIGHT LUXURY LIFT HYDRAULIC 96" MIN. FOR 6`-$" CAB HEIGHT for MIN. FOR 5' -0" CAB HEIGHT VERTICAL 2 x 12's AND 2 x 4's BY GENERAL CONTRACTOR 8" PIT DEPTH MINIMUM 12' - 0" MAXIMUM FOR VERTICAL SUPPORTS WITHOUT INTERMEDIATE SUPPORT REINFORCED CONCRETE SLAB REQUIRED TO WITHSTAND THE FOLLOWING LOADS - HORIZON TRACTION UNIT - 5100 LBS. LUXURY LIFT HYDRAULIC - 3900 LBS. TOTAL TRAVEL _,127 FROM CLEAR INSIDE TO FINISH DOOR JAMB IDEN TIAL EVATORS Elevating your standard of living ELEVATOR PIT TOP FLOOR LANDING TRIM ON BACKSIDE OF DOOR NOT TO EXCEED 1/4" FRONT WALL OF SHAFT (ALWAYS USE 2" x 4" CONSTRUCTION ON FRONT WALL OF SHAFT TO AVOID 3" x 5" CODE VIOLATION - SEE 3X5 RULE ON PAGE 4) BOTTOM FLOOR LANDING NOTE: ALL WORK ABOVE TO BE BY GENERAL CONTRACTOR HOISTWAY / PIT DETAILS HORO2 October 09 Each vertical support stack shall have: (2) 2" x 12" (2) 2" x 4" (1) piece 1/2" plywood between 2 x 12's REAR WALL PIT FLOOR OVERHEAD VIEW 28" 12" 12" SECTION A - A Note: If rear wall rail or front & rear wall applications - supports to be measured from center line of shaft TOP OF HOISTWAY A (4) 2 x 4 x HEIGHT OF HOISTWAY CLEAR INSIDE TO FINISH DOOR JAMB -- MAXIMUM TRIM THICKNESS SIDE VIEW sea 1/4" /11 Right Hand Rail Wall (Shown) CENTERLINE OF RAIL SUPPORTS MUST BE MIN. 28" OFF FRONT WALL FRONT WALL 2" x 4" CONSTRUCTION LANDING DOOR FRONT WALL OF SHAFT (ALWAYS USE 2" x 4" CONSTRUCTION ON FRONT WALL OF SHAFT TO AVOID 3" x 5" CODE VIOLATION - (SEE 3X 5 RULE ON PAGE 4) A (4) 2x12xHEIGHTOF HOISTWAY 4 a ELEVATOR -- PIT 4 4 4 4 4 4 4 4 4Q 4 v 4 4 ELEVATION CONTRACTOR RESPONSIBILITY Right Hand Rail TO ENSURE ADEQUATE SUPPORT IN WALL FOR Supports Shown GUIDE RAIL FASTENINGS, VERTICAL SPANS OF 2 IDE N TI A L (Left Hand Opposite) x 12 's SHALL NOT TO EXCEED 12' - 0" INTERVALS WITHOUT INTERMEDIATE SUPPORT EYAI[QRS ELEVATOR SHAFT STRUCTURAL REQUIREMENTS Elevating your standard of living it O R 0 3 October 09 Home Elevator 3 "x 5" 'ule Residential Elevators, Inc. (REI) manufactures and installs a fully code compliant elevator per the ASME ANSI A17.1 Safety Code for Elevators and Escalators Part 5.3 Private Residence Elevators. Rule 5.3.1.4.2 (aka 3 "x 5" Rule) of the above referenced code states: Clearance Between Hoistway Door(s) or Gate(s) and Landing Sills) and Car Door(s) or Gate(s). The clearance between the hoistway doors or gates and the hoistway edge of the landing sill shall not exceed 3 inches (76 mm). The distance between the hoistway face of the landing door or gate and the car door or gate shall not exceed 5 inches (927 mm). Note: Concrete block / masonry shafts and some commercial metal door frames can often create 3"X 5" Rule violations. Fin'shed Edge of Flooring should not exceed 3" from back of door or extend beyond edge of shaft ** Landing Door 1 -314" Thick 3" Max. 5" Max. 1/2" - 1 -1/2" Running Clearance Min. /Max. Cab Gate Top View * 1/4" trim (or no trim at all.) Do not install conventional door casing. ** 1 -3/4" thick door in lieu of a standard 1 -1/2" door is required. SESOSIES21120 31327 *1/4" Trim Maximum - or no trim at ail (preferred) FINISHED EDGE OF FLOORING Elevator Platform ** LANDING DOOR 1 -3/4" THICK BY G.C. HOISTWAY FACE OF LANDING DOOR HOISTWAY WALL ELEVATOR CAB GATE 5" MAXIMUM 3" MAXIMUM House Side of Elevator/ Note: An out of plumb shaft will greatly affect running clearances and exacerbate the 3 "x 5" Code Compliance Issues. RUNNING CLEA NCE 112° TO 1-1/2' (Rule 53.1-4 -2) Side View The 3 "x 5" Rule is a code requirement. REI takes pride in ensuring safety in the use of their equipment and as a policy wants to make sure all Builders, Architects, Developers, Owners / Users are aware of and adhere to this National Code. This is a safety issue. Authorized Signature Date October 09 LIGHT FIXTURE AND LIGHT SWITCH (BY G.C.) MAIN LINE FUSED DISCONNECT SWITCH (BY G.C.) CAR LIGHTING FUSED DISCONNECT SWITCH (BY G.C.) GPI 110 V. RECEPTACLE (BY G.C.) OVERHEAD CLEARANCE 102" MIN. FOR STD. CAB HEIGHT 114" MIN. FOR 8' -0" CAB HEIGHT (IF LESS THAN 102" IS AVAILABLE, CONSULT R.E.I.) LANDING DOORS 7-8" OR 3' -0" W BY 6' -8" OR 8' -0" H SOLID CORE RECOMMENDED (BY G.C.) DOOR INTERLOCK BY R.E.I. (TYP_) HALL PUSH BUTTON STATION BY R.E.I. (TYP.) MACHINERY ACCESS DOOR 24" x 24" MAX. (BY G.C.) ELEVATOR CONTROLLER TELEPHONE CONNECTION TO BE TERMINATED IN ELEVATOR CONTROLLER (BY G.C.) GEARBOX AND MOTOR ASSEMBLY ALTERNATE ACCESS DOOR 24" MAX. x 18" (BY G.C.) LINE ELEVATOR SHAFT WALLS WITH PLYWOOD (PREFERRED) OR DRYWALL CHECK LOCAL CODE REQUIREMENTS FOR THICKNESS ELEVATOR RAILS & BRACKETS BY R.E.I. AND INSTALLED BY R.E.I. COUNTERWEIGHT ASSEMBLY ELEVATOR PIT MINIMUM 4" THICK REINFORCED CONCRETE SLAB PIT DEPTH 8" MIN. NOTES: TYPICAL ELEVATION TYPICAL 2 STOP HOISTWAY LAYOUT THE INFORMATION CONTAINED HEREIN IS SOLELY OVEN® BY RESIOENTVIL ELEVATORS, INC ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION FROM RESIDENTIAL ELEVATORS, INC. IS STRICTLY PROW& TED. IDENTIAL EVATORS Elevating your standard of living 1. RAIL IS CONCRETE ANCHORED WITH 1/2" REDHEAD OR CONCRETE SLEEVE BOLTS GR.5 - 1/2" x 4" ANCHORS 2. RAIL BRACKETS ARE LAGGED WITH 1/2" x4" HEX HEAD LAG SCREWS 3. FOR EACH 1" HOISTWAY IS REDUCED IN WIDTH OR DEPTH CAR SIZE IS REDUCED BY 1" IN WIDTH OR DEPTH LUXURY LIFT LLT TRACTION DRAWN ODD DATE G.P 01/20/0 G.P 10/21/09 G.P. 06/04/10 JOB WE TRACTION HOISTWAY ELEVATION (TYP.) REVISION NEW DRAWING CHANGE HEIGHT TO STD. ADD LLT DESIGNATION DRAINING NUHEH HOR 01 (4) 9/16" SLOTS RAIL BRACKET SUPPORTS RAIL BRACKET I RAIL FORCES NOT TO SCALE R3 R2 R1 105 LBS. R2 246 LBS. R3 * 5100 LBS. ( *) NOT TO EXCEED VARIES WITH CAB SIZE, CAB WEIGHT, TRAVEL, ETC. THE INFORMATION CONTAINED HEREIN IS SOLELY OWNED BY RESIDENTIAL ELEVATORS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION FROM RESIDENTIAL ELEVATORS, INC. IS STRICTLY PROHIBITED. IDENTIAL EVATORS Elevating your standard of living LUXURY LIFT LLT TRACTION DRAWN CrIECICE11 DATE REVISION G.P. M.C. 02/21/06 NEW DRAWING G.P E.S. 01/09/09 CHANGE TO NEW RAIL BRACKET G.P. 6/04/10 ADD LLT DESIGNATION !ae wtr€ SUPPORT RAIL FORCES ORP.%ING NIA,BB1 TRACTION ELEVATOR Hl O R 04 Hi Electrical Requirements for Elevator Machinery Space (by G.C. l owner/ l Elevator Cab Light Fixture with Wall Switch GFI Outlet House Phone Line pigtail (10 Ft. min.) Elevator Controller (With integral AC disconnects) Light Power - 120 V i 20 Amp Circuit r(See Note 2) cPigtail Traveling Cable / to Elevator Cab �/ Elegy By Genera! Contractor/ Owner Each home elevator requires five (5) items from your Electrician and Telecommunlcationl ,oi They are as followed 1. Main Power - 10/3 with Ground (min. 6 ") Pigtail connected to house 30 Amp dedicated circuit 2. Cab Light Power - 12/2 with Ground (min. 6 ") Pigtail connected to house 20 Amp dedicated circuit 3. One (1) GFI Outlet. 4. One (1) Light Fixture (with protective cover over bulb) with wall switch. 5. One (1) Phone Line with pigtail (10' -0" Min.) Hol R 20 Rf Residential Elevators, Inc. 4 "x Foxe Machi PLEASE BE ADVISED THAT POWER ON THE 240 V LINE MUST BE A 10 -3 WIRE WITH A GROUND AND INSURE THERE IS A DEDICATED NEUTRAL Explanation: The 240 V feed should have a black, red, white and ground wire coming to the machine room. All electrical contractors will have full knowledge Simply insure they are aware of the requirement. Black and red are powered with 120 V, each totaling 240 V. White is neutral. Ground to ground standard. Also, standard telephone line should be pulled to machine room with approximately ten feet extra length inside machine room. If further explanation or clarific please contact your local sales representative. Toll Free 1 -800- 832 -2004 This home is receiving a home elevator which will require structural support for the elevator rail system and loads built into the framing of this elevator shaft. Attached are two detailed drawings showing the layout and material needed to support this load. For this project the Rail Support Wall is located on the: ❑ Right Hand Wall C Left Hand Wall C Rear Wall (Always orient the rail wall from the lowest level served by elevator) If you have any questions or comments, you can call me, at Thank you. I have stapled this document to the wall that will require the structural support. THE INFORMATION CONTAINED HEREIN IS SOLELY OWNED BY RESIDENTIAL ELEVATORS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION FROM RESIDENTIAL ELEVATORS, INC. IS STRICTLY PROHIBITED. ENTIAL ATORS EIevating your , tanciard at' living October 09