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HomeMy WebLinkAbout30127-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30859 Date: 04/19/05 THIS CERTIFIES that the building ADDITION Location of Property: 1700 PARK AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 123 Block 8 Lot 5 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 24, 2004 pursuant to which Building Permit No_ 30127-Z dated MARCH 2, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION TO EXISTING ACCESSORY STORAGE BUILDING AS APPLIED FOR. The certificate is issued to EMILIA & ILYA KABAKOV (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2008377 04/07/05 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD Ii �j J 20h5 J i BUILDING DEPARTMENT i TOWN HALL 765-1802 DEF �- —fir+q. r. -•,^ , APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: IIone) Location of Property: 1/ a b() pp) 1�C L/(?-- IVl 0. House No. Street \/ Hamlet Owner or Owners of Property: w , i a Z 1 l . h� C6 V, �C oy Suffolk County Tax Map No 1000, Section o� ,� Block 000 Lot 0 0 S Subdivision Filed Map. Lot: Permit No. 3 C) 1 Date of Permit.4L) L)q Applicant:'RED IVE )n e,ti Health Dept. Approval: 7 ICi Underwriters Approval: JJOnre- Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ aS. o O Applicant Signature C o-Z 30951 O r1�rJ ar�tPcP t trJ cPrJdJdJc�J arJ� cP cJ�tJ�rJiJi:: ':: i:: i:: 1 i: i��iJ1 1 iJ'rJrPrJrJirPr P�J9J�rJd��PrJ�r�cP�JrJLrffL3rL3'LPLrL3rL3r PL C0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU 5 TY 40 FULTTON STREET F C NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 JAMES MURRAY EMILIA& ILYA KABAKOV 5 5 P.O. BOX 305 1700 PARK AVENUE 5 5 LAUREL, NY 11948, MATTITUCK, NY 11952 5 Located at 1700 PARK AVENUE MATTITUCK, NY 11952 5 Application Number: 2008377 Certificate Number: 2008377 f55 e� Section: Block: Lot: Building Permit: 30127 BDC: NS11 �5+ Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Second Floor, storage bldg,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 [5� herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on theDay of 5 5 7th April,2005. r 5 Name � Rate Ratin Circuit Type 5 Miscellaneous 5 feed to elevator 5 addition to storage building �+7 5 Appliances and Accessories 5 5 Furnace I 0 Oil 5 C5J Panels 5 1 60 12 5 5 Wiring and Devices 5 Outlet 21 0 Fixture Fixture 21 0 Incandescent 5 5 Outlet 17 0 General Purpose 5 5 Receptacle 12 0 General Purpose 5 5 Switch 6 0 General Purpose 5 5 5 sea/ 5 I of I 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30127 Z Date MARCH 2 , 2004 Permission is hereby granted to: EMILIA & ILYA KABAKOV 1700 PARK AVENUE MATTITUCK,NY 11952 for ADDITION TO AN ACCESSORY STORAGE BUILDING AS APPLIED FOR at premises located at 1700 PARK AVE MATTITUCK County Tax Map No. 473889 Section 123 Block 0008 Lot No. 005 pursuant to application dated FEBRUARY 24 , 2004 and approved by the Building Inspector to expire on SEPTEMBER 2 , 2005 . Fee $ 1 , 005 . 00 A th ized Signature_ 1 'q-A- 0 1 A#f-6�S ORIGINAL Rev. 5/8/02 3 Q I �-r 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING x FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / �s INSPECTOR 7z2- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ r-14SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY >[ ] FIRE SAFETY SAFETY INSPECTION REMARKS: E DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -• d�� DATE ° 0, 0 INSPECTOR 3 012 7:;�-- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA KS: DATE J- INSPECTOR 3(n iv7� 765.1802 BUILDING DEPT. INSPECTION [ OUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� INSPECTOR a U C _ i�3 _ _; TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET I VILLAGE DISTRICT SUB. LOT FORMER OWNER N E ACREAGE / C f, i1 4 W-�` S W TYPE OF BUILDING V/0?G/M/ft r</ N ` � Xq rnt RES. �/ SEAS. VL. FARM COMM. I IND. I CB. I MISC. I ? LAND — IMP. TOTAL DATE REMARKS O d 3 3416 v �Od q 44 /i �f7.� a I s_L 11-75 lo7a dirk,,, h, a6gk�v � �5 'g*?, 12, Foy 16 0®o Id 2yj',77 'f qG ' L'P a '). - u 00AGE S-600 BUILDING C N I IQ J � �jr��g q✓a NRMAL B LOW VE lQ Zo bEW 2-'l _ QO Z 2 2BO�®� � �JZ�C=-? /L'/4'Z. Farm Acre Value Per Acre Value Tillable 1 /3U I vlPau - Tillable 2 Tillable 3 Woodland - - - - --- - - - --- - - Swampland House Plot - ---- ---- - - - - Total �I o OX LrE M. Bldg. y3 Foundation / ' , Bath t6u3Y - 0 / x �i Extension �— ! t J 3�d Basement - Floors M 'M P/ — / a Extension zo xx — �(� /ea D 3 Ext. Walls ' N Interior Finish Extension 6 Fire Place -Heart -- - - - t - - ` e /'2 -a, - --- Porch -- Attic — — �J)( Pore Rooms 1st Floar Breezg aaXI �� X�{ 1 _ Q e/F 97 4" 3q3� Patio Rooms 2nd Floor � / �T— �/ { - -- - --- - - - - O �(- r - Garage 27 x Z S._ .) !/ In triv-way �nrug. fC A\e. \ g 1, yA UJY ( , 1 r• _. - _ _ - - �- V G I .- ins y✓ ', o- ;i,, - ! h�,. :'",a,ca S`c •30 _!;O o .,�/r, 4 2625 1A-� E?aoi* i EF 6 4jP'�a5�85f g?rpje- F-U zU r I.'a�':.< '`''a2S� fC' ',5, �';•'c; ,,�u�,�. �N.�l �,ar '�O1`6 I ,` / .2-13 i M. Bldg. t , Y 3" q Q / 1 x 1-13 /0 Foundation Bath Extension QX y s $b Basement U Floors � /,q n� — 3 Extension 2 n X ��, D /d b Ext. Walls 0 �'n rn Interior Finish Extension 604 K 3 d Fire Place Heot /b X/6 �6 1 - — Porch Attic 2V/0= x:36 %L �o Porch Rooms 1st Floor Breezg, a� .2.q X/i 47y°0 Patio - 3q3� Rooms 2nd Floor Garage 2 ,/ X 2-V _ v Driveway orur2 d �e U 5ai �S �lD 1 'z6zs) t 3 r f 76 id 0� g U! C 4r,1 I w, �° r so � 012 � �v� r � 4 Urs a ,� Peek", fxA r'^ ,-, .} APR , 82006 0 ►tyA � r a� � _ 1 E' MlLrr4 a K E ..)G Pr PT rR4H pA�`- -7 0 0 X1952 H,4 rrA� �u To wr,� y o R ° M / /e T ; X12 4Ae !" 3012 l, � � . AK O V"' tie a firo �` �S;s � cue 0 �qr 5 6An" J n d M Q AnI l oe ,_, ,ere ` v �f Gn.I S'1 c �eeu 1 Q 0 . J J FIELD INSPECTION REPORT DATE COMMENTS / �5 C FOUNDATION (IST) -------------------- -------- ----------------------------------- - - (o - nom FOUNDATION(2ND) TIN -- rl Z O 15 O ROUGH FRAMING& - -- v PLUMBING ^ - --- C D 1 m INSULATION PER N.Y. STATE ENERGY CODE - _ � p 0 FINAL R ADDITIONAL COMMENTS 6 / '0 z M m � ; z m m v b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 seta of Building Plans ✓ TEL: 765-1802 Survey ✓✓ PERMIT NO.-3-0 02 � Chocks�?=L Y Septic Fomt N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 5 20 Mail to: Disapproved a,''c Phone:-Ag-e: g- -96 // AA Building Inspector FEB 2 4 2000 2 r¢&t,f APPLICATION FOR BUILDING PERMIT aoro 1 Date 2�� 20 e INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Deparbnent for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Q , qSignature of applicant or name,if a corporation) I �5 VVxAe. CC 1 ,_ �R (Mailing of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Ge. -e, CaA Name of owner of premises Ll L ; C 0-\4n4 (as on the tax roll or latest deed) If agpjicant s a co_ rpgr�tion'signa!7 of duly tho ' ed officer (Name and title of corporate officer) Builders License No. i-t 95-9 Plumbers License No. Electricians License No. Other Trade's License No. _ 1. Location of land on which proosed work will be done: 1 I 'lc�d AR JAUe Ma4i +Uc.k House Number Street Hamlet County Tax Map No. 1000 Section / 3 Block 'o Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and_igtended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 51tO�I 0- C 3. Nature of work(check which applicable):New Building Addition )<__Alteration Repair Removal Demolition Other Work (Description) f. Estimated Cost t &0(D••or-0 Fee (to be paid on filing this application) 5. If dwelling, number of dwelling unitsiNNumber of dwelling units on each floor If garage, number of cars 'S40 a \ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ✓ll 7. Dimensions of existing structures, if any: Front. 3 0 Rear 3 Depth (00 " Height da` Ta u rl Number of Stories_ Dimensions of same structure with alterations or additions: Front 3 o Rear Depth_ / / O Height Makk c.1� Number of Stories 8. Dimensions of entire new construction: Front o ` RearI Depth Heighta 'To L? � Number of Stories 9"rt.. / i 9. Size of lot: Front LLRear / .� 7 Depth (a 10. Date of Purchase /q90 Name of Former Owner ffi R S nr'f 11. Zone or use district in which premises are situated �P� I,C o 1-k C.i I 12. Does proposed construction violate any zoning law, ordinance or regulation: I V d 13. Will lot be re-graded. Will excess fill be removed from premises: T NO 14. Names of Owner oMes �► �� I� Address Phone No. oy"W q��Q Name of ArchitectN Address Phone Noc4ryy,—a+Name of Contracto `� Address 89 Phone No.aq e- &6'2 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ✓ 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF Sv t SS: E 1) I") \\(�Q.� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing c tract)above named, (S)He is the / C0n 4 mac- O tL-- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be Performed in the manner set forth in the application filed therewith. Sworn to before me this , y of - 20__(a otary Public Signature of Applicant LYNDA M. BOHN NOTARY PUBLIC, State of New York No.01606020932 Qualified in Suffolk County Term Expires March 8, 20 ✓Z PFLOW VERTICAL LIFTS NEW The Nation's Largest Manufacturer of Vertical Lifts c� FES OWNER'S OWNER'S MANUAL NOwDERS SERIES D 1 a PFL-2444 PFLOW INDUSTRIES, INC. 6720 North Teutonia Avenue THE ILLUSTRATIONS IN THIS MANUAL Milwaukee, WI 53209 ARE NOT TO SCALE OR DETAIL AND ARE FOR REFERENCE ONLY Phone (414) 352-9000 Fax (414) 352-9002 E Mail info@pflow.com 090104-DO Series D COMPONENT LOCATION Zi 3 � I NORIDERS 4 I 2 5 O 1 6 �l. \\I�r. PFL-2444 1. Motor/Pump Unit 2. Dual Pack Cylinder Assembly 3. Columns 4. Removable Rear Rail 5. Carriage 6. Control Panel Figure 1 6 111901-DO �'�W Mechanical Overview MECHANICAL OVERVIEW NOTE Each Series D Vertical Reciprocating Conveyor For servicing and safety purposes, we (VRC) has a column weldment, hydraulic recommend locating the pump unit out- motor/pump unit, hydraulic actuating mechanism, side of the enclosures. a moving platform (commonly referred to as a carriage) with interlocked safety gates or doors, and enclosures (not shown). The COLUMN WELDMENT consists of two verti- NOTE The location of the cal columns and a cross member at the top, mid- ,G die, and bottom, all of which are pre-welded at "�r}. (� pump unit may sent a problem with pre- the factory. See Figure 2. ' �' the operation. ; Please consult our tillProduct Support --'� Department before making a change. 1 ' 2 PFL-2364 -_ - Figure 3 UI1711{� The CARRIAGE (platform) consists of a deck, uprights, header, removable rear rail, and four wheelblocks. See Figure 4. �.. PFL-2444 4 1. Cross Member 3 2. Columns ----- -------' 3. Carriage Figure 2 ' The HYDRAULIC MOTOR/PUMP UNIT consists i of a motor, gear pump, flow control valve, pres- 1 C- . sure switch, reservoir, air (breather) cap and oil . filter. (See Figure 3.) The exact location of items on the unit can be found in the Parts section of 1. Header PFL-2444 this manual. A detailed description of how they 2. Removable Rear Rail function is found in Sequence of Operation. 3. Deck 4. Uprights 5. Wheelblocks (two per side) PROW 050304-DO 7 D Series The wheelblocks are bolted to the uprights. The The HYDRAULIC ACTUATING MECHANISM is wheels ride within the lift columns, and guide driven by a Dual-Pak cylinder. The Dual-Pak rollers keep the wheels and carriage the proper cylinder attaches to the bottom of the column distance apart for smooth travel. See Figure 5. weldment and to the top of the carriage. When the cylinder extends, it pushes the carriage up. The Sequence of Operation offers a detailed explanation of how this is accomplished. See 2 Figure 7. ( ............ 1 � 9 5 .................. PFL-1872 2 3� 4 l:. 1~ 6 PFL-2457 \_...........................:.. 1. Wheelblock 4. Upright 1. Dual-Pak Cylinder PFL•2444 2. Wheel 5. Guide Roller Figure 7 3. Column 6. Shim Plate Figure 5 A velocity fuse prevents uncontrolled descent in the event of a hydraulic hose rupture. See Parts Upward travel of the carriage is limited by posi- section for the exact location. tive mechanical stops (jackscrew assembly) that ensure positive leveling with the upper deck. See In accordance with ANSI/ASME 820.1, Pflow Figure 6. Industries supplies standard ENCLOSURE PAN- ELS to be installed around the unit as required by site conditions. See Figure 8. it � 1 I� 'I PFL-1912 PFL•2447 Figure 8 1. Jackscrew Assembly The panels are manufactured of 1-1/2" angle iron (Mechanical Stop) frames and 18-gauge flattened expanded metal which will reject a ball 1/2" in diameter. Our stan- Figure 6 dard panels are 8'tall. 8 050304-DO Flow Mechanical Overview A safety GATE or door must be provided at each Pflow Industries uses various styles of interlocks opening in the lift area at each level.The gate depending upon the gate type and application. must be interlocked both mechanically and elec- The Parts section of this manual contains views trically with the operation of the unit.This pre- with part numbers. See Figure 10. vents movement of the platform when a gate is open and the opening of a gate when the lift is ` not present at that level. See Figure 9. J 0 © h j. Electric Strike , ®•V 1 2 PFL•1068 PFL-1426 1. Bi-Parting Swing 2• Vertical Acting 2 GAL 3 GAL Cable I ,I 3 4 I� i PFL•1086 PFL-2009 3. Single Panel Swing 4. Sliding 4 Anderson Figure 9 e , I 5 Anderson Cable Figure 10 W10W 090199-DO 9 D Series ELECTRICAL OVERVIEW NOTE PUSH BUTTON STATIONS. One station is nor- mally supplied for each level. ANSI/ASME B20.1 The following is a standard description of code requires that they be remotely located so the electrical wiring of the VRC ONLY. It they cannot be activated by someone standing DOES NOT include specifics on options on the carriage. Each station has an UP, DOWN, available or ordered. A copy of the and EMERGENCY STOP button. schematic can be found in a manila enve- lope in the parts crate. The UP and DOWN switches are momentary contact. This allows the operator to depress the All electrical devices are tied into the MAIN CON- button and let go. The EMERGENCY STOP but- TROL PANEL. It contains a fused transformer, ton is pushed to activate but will stay in and must which reduces the high voltage needed for the be pulled back out for the unit to operate. motor down to the voltage required to operate the control circuit, motor starter and push button Required by NEC code, the MAIN DISCON- stations. Overload heaters are provided to pro- NECT should be fused, lockable, and located tect the motor should excessive current draw within line of sight of the control panel. (Not sup- cause overheating. The fixed timing relay is used plied by Pflow.) to time the solenoid to lower the lift to the first level. See Figure 11. The MOTOR/PUMP unit has three electrical components: a motor, a pressure switch, and an 1 2 electrically actuated valve. The control panel and motor pump will be pre-mounted to a stand that must be located within 15 feet of the unit. ' WARNING 4 &,,i 5 All gates or doors accessing the lift area must be electro-mechanically ' INTERLOCKED. This requires electri- cal contacts to prevent the lift from operating if a gate is open when the carriage is at that level and mechani- cal locks to lock the gate until the car- 3 riage is at that landing. 2 Different types and styles of interlocks are sup- plied depending upon the type of gate and on- site conditions. Standard styles incorporate from,,' one to four electrical components per gate. 5 1. Control Panel 4. Main Disconnect 2. Push Button Station 5. Gate 3. Motor/Pump Unit Figure 11 10 090199-DO Electrical Overview SEQUENCE OF OPERATION 2. The motor then rotates, and the two enmeshed gears in the gear pump interact to NOTE lift the hydraulic fluid from the reservoir and For the unit to operate: force it past a line check valve into the • All gates must be closed hydraulic system where the fluid is now Pres- • Loads cannot hang over the edge or surized. See Figure 14. sides of the carriage. • The load must be within the specified T� 1 limit. -- , K d 1. When the UP button at the push button sta- tion is pressed (Figure 12), the control circuit to the motor starter (motor contactor) is com- pleted. The coil of the motor starter (Figure I �%1`f e 13) magnetically closes the high voltage con- 2 tacts completing the power circuit to the Imotor. 1. Pump/Motor ' 0 2. Reservoir PFL-2364 (di - I Figure 14 I� 3. Hydraulic fluid travels through a flexible sup- ply hose to the supply port on the Dual-Pak ° cylinder. See Figure 15. I ��m 0 ° PFL•1138 1. UP Button Figure 12 w0 0f Me transtorn r I1 2 F cara verlw timer i o rr PFL-2446 rei ° Figure 15 PFL•1664 1. Motor Starter (Motor Contactor) 2. Auxiliary Contact Figure 13 1 Mow uritis l4-Dn „ Series D 4, Fluid enters the Dual-Pak cylinder and acts 6. This increase in pressure is sensed by th, against the rod causing it to extend and lift pressure switch and is shown on the pres the carriage. See Figure 16. sure gauge. The switch activates, interru ing the control circuit to the motor starter,` shutting down the hydraulic pump unit. Figure 18. 2 5 ----- 3 4 Pa 1. Manual Lowering Knob 2. Down Solenoid and Valve 3. Pressure Switch 4. Pressure Relief Valve 5. Pressure Gauge PFL•2446 Figure 18 Item 16 7. When the pump stops, the line check v 5. When the jackscrew blocks contact the stops, closes capturing the fluid behind it in the an increase in hydraulic pressure occurs in lines and cylinders. This holds the carri the cylinder and the supply line. See Figure at the second level. See Figure 19. 17. NOTE When the EMERGENCY STOP button ' depressed, the system will respond as' Step 7. r i i r._. .j.� I PFL•2447 -' L._. . _ PFL-2446 I-A 1. Jackscrew PFL•. 2. Jackscrew Blocks Upward Travel Figure 17 Figure 19 12 X50304-DC7 f` ��' Sequence of Operation 8. When the DOWN button is pressed, a sole- noid on the dump valve energizes actuating the dump valve to allow the hydraulic fluid in the supply line and cylinder to return to the reservoir through the oil filter. See Figure 20. ... ....................... .... PFL-1 594-3 Downward Travel Figure 20 9. As the oil leaves the cylinder, the weight of the carriage retracts the rod, lowering the car- riage. The return fluid passes through the flow control orifice which correctly restricts the fluid movement to control the carriage down speed. 10. The timing relay found in the control panel (Figure 13) is activated, holding the dump valve open. This timer is pre-set to allow enough time for the carriage to descend to the first level. The dump valve closes when either the timer"times out"or the next time the UP button is pressed. This completes one full cycle of operation. FROW0901 99-DO 13 D Series NO. OF INSPECT CYCLES/DAYS ITEM ACTION REFEI 1000/90 Botts Check for any loose bolts Parts and tighten 1000/90 Interlocks Inspect and test Parts 2000/90 Cylinder Fittings/ Inspect for leaks Parts Hoses 2000/90 Wheelblock Inspect for wear and Parts Wheels rotation interference 2000/90 Guide Wheels Inspect for wear and Parts rotation interference 2000/90 Hydraulic Oil Filter Change after first 1000/30 Parts 6000/360 then 6000/360 thereafter 1 year Reservoir Drain and clean tank; Flushinc Change oil and filter Hydrauli System 1000/90 Gates/Interlocks Inspect for proper operation Manual Release Valve CAUTION For Emergency Use Only! The down solenoid, also referred to as a dump valve, is equipped with a manual release valve. See Figure 22. This is to be used only in emer- gency situations when a load is stuck in upward mid-travel and the only way to free the load is to bring the unit down. ©WARNING Make sure that NO ONE is present in the enclosed area beneath the lift when operating this valve. 1. To open or operate the manual release valve, turn it counterclockwise. This will allow the unit to descend. 2. Once the platform has reached the floor, turn the valve clockwise and close snugly. If you have any questions or problems, please contact our Product Support Department for assistance. 16 1197n,?-nn Fla Service o- I i PFL-2365 III PFL-236A 1. Manual Release Valve (Down) (FOR EMERGENCY USE ONLY) Figure 22 Flushing Hydraulic System fully warmed up (about 1500F). By doing this, NOTE oil impurities do not have a chance to settle and can be removed with the drained oil. The fluid For prolonged service life, contamination should then be drained while it is hot. must be periodically removed from hydraulic systems. Taking steps during the installation and daily operations to pre- vent contaminants from entering the sys- tem will help to prevent component failure and system down time. 1 If contamination is evident in fluid samples, there is a good chance that accumulation has occurred somewhere within the system plumbing" These deposits interfere with the operation of the unit ®; and must be flushed with a light viscosity oil con- ' taining a rust inhibitor to protect the metal sur- , faces from rust formation after the hot flushing oil has been drained out. 1 I 2 ' I 1. Lower the carriage to the floor. Make sure the cylinders are fully extended. `� 1 2. Turn off power and lock out the disconnect. 3 3. Drain the system by removing plug near bot- tom of reservoir. See Figure 23. When drain- PFL-2364 ing the system, it is desirable to remove ALL 1. Fill Cap (Not Shown) of the used oil. Allow sufficient time for thor- 2. Filter ough draining so that a minimum of the old oil 3. Drain Plug remains in the system. In most cases, bleed- Ing at the lowest point in the system will help. Figure 23 Mils also advisable to drain only after the oil is X10902-DO 17 D Series PARTS Hydraulic Pump and Motor Assembly Manual Override Pull and Release � 3 Or 9 _ o " ° I ii I iLLIJ i -lI I I LJ I I I I I I I I I -- I I 2 I I I I 5 r?� 1} I I 5 Gallon Oil Level I ; Zr-� I I L--1-. L J I 1 I II L 6 �y IV' I I I 1 1 4 \1 I II I Ift I I♦ ���� i \ I I I T I I I 1 I 1 1 �w I 11 I I I I I I 4 1 I 1 1I I I I 1 I I I) 7j1--- \ I PFL Item Ot . Part No. Description Y p 1 1 Contact Factory Hydraulic Pump and Motor Assembly 2 1 11078-0016 Manifold Block Assembly 3 1 Contact Factory Motor Assembly, Pump 4 1 Contact Factory Pump Assembly, Hydraulic 5 1 11078-0017 Coupling, Motor Half 11078-0018 Coupling, Pump Half 11078-0019 Insert, Coupling 6 1 11078-0013 Gauge, Oil Sight 7 1 11078-0012 Strainer, Hydraulic Oil 8 1 11078-0011 Filter, Hydraulic Oil 9 1 11078-0008 Breather, Oil Fill 22 090902-DO D Series ELECTRICAL TERMINOLOGY AND All other Pflow units are NEMA 12 classificat APPLICATIONS in regard to the controls, push button station: and electrical design built under the followinc Ruling Bodies: standards: NEMA - National Electrical Manufacturers JIC: EMP-1 Electrical standards for mas: Association - (National testing and manufac- duction equipment. turing standards body of electrical appara- JIC: Electrical standards for general pure tus.) machine tools. UL - Underwriters Laboratories, Inc. - NFPA 79: Electrical standard for industri� (Independent testing laboratory - some cities machinery require UL control panels and electrical appa- ratus.) NEMA type 12 classification is an indoor on JIC - Joint Industry Council - (Advisory group usage with gasket protection from dust, dirt. to provide standards for production equip- flyings, dripping water, and external conden ment, safety and dependability.) of non-corrosive liquids. NFPA - National Fire Protection Association - NOTE (Ruling board of NEC - sets national fire/safe- If JIC is to be strictly adhered to, they ty standards for equipment/plants.) require that all devices be minimum CSA - Canadian Standards Association - NEMA 12, rigid conduit, specific wire c( (Regulatory agency of Canada - CSA oring, etc. (controls and field wiring). required stamp on electrical devices in Canada.) NOTE ANSI - American National Standards Institute You should note that the NEMA rating c - (Adopts code; sets committees.) equipment is based on the electrical device(s) with the lowest NEMA type. ASME - American Society of Mechanical Engineers - (Writes codes - Secretariat for EXAMPLES: 1) If we provide a JIC NEMA ANSI.) standard control package with an Andersor NEC - National Electrical Code - (Advisory VA gate interlock, our NEMA rating goes tc board to NFPA - their recommendation/codes NEMA type 1; and we lose our JIC rating. are usually adopted throughout the USA.) we provide a GAL interlock, which has exp electrical contacts, we rate no NEMA ratin( OTHERS - GM, Ford, Dupont, etc. lose our JIC rating. 3) If we provide EMT c Customers may have special plant specifica- or don't provide the proper JIC electrical fiE tions incorporating several ruling bodies or wiring techniques, we lose our JIC rating. their own electrical code specifications. Outdoor Application Pflow's Standard NEMA type 1 classification is a general purpose, Outdoor units or electrical devices expose( indoor only, usage. Only COMMERCIAL users severe weather conditions should not be rE generally accept this type: i.e., retail stores, mini less than NEMA type 4. This is a watertigl storage, warehouses, etc. dust-tight indoor-outdoor classification that provide protection against splashing water. NOTE age of water, falling or hose-directed water severe external condensation. INDUSTRY does not accept (this NEMA type 1):i.e., auto manufacturing, chemical Corrosive Application manufacturing, and paper manufacturing. The Chemical Industry on the whole usual specifies a minimum NEMA type 4X. A N[ 4X rating is similar to a NEMA 4 with addE rosion resistance. i �. 30 090199-DO PFLOW VERTICAL LIFTS ' The Nation's Largest Manufacturer of Vertical Lifts 1 0 0 7-771 1 r o 0 transformer ELECTRICAL r---------- INSTALLATION contact GUIDE ' block ' JIG . rJ 1 verioa timer SCHEMATICS relay � L-------------� UP PFL-1664 I DOWN O O I p 138 I PFLOW INDUSTRIES, INC. 6720 North Teutonia Avenue Milwaukee, WI 53209 Phone (414) 352-9000 Fax (414) 352-9002 E Mail info@pflow.com 090104-EIG Electrical Overview Series D ELECTRICAL OVERVIEW PUSH BUTTON STATIONS. One station is nor- mally supplied for each level. ANSI/AME B20.1 NOTE code requires that they be remotely located so The following is a standard description they cannot be activated by someone standing of the electrical wiring of the VRC ONLY. on the carriage. Each station has an UP, It DOES NOT include specifics on options DOWN, and EMERGENCY STOP button. available or ordered. A copy of the schematic can be found in a manila enve- The UP and DOWN switches are momentary lope in the parts crate. contact. This allows the operator to depress the button and let go. The EMERGENCY STOP All electrical devices are tied into the MAIN button is pushed to activate but will stay in and CONTROL PANEL. It contains a fused trans- must be pulled back out for the unit to operate. former which reduces the high voltage needed for the motor down to the voltage required to Required by NEC code, the MAIN DISCON- operate the control circuit, motor starter and NECT should be fused, lockable, and located push button stations. Overload heaters are pro- within line of sight of the control panel. (Not vided to protect the motor should excesive cur- supplied by Pflow.) rent draw cause overheating. The fixed timing relay is used to time the solenoid to lower the The MOTOR/PUMP unit has three electrical lift to the first level. components: a motor, a pressure switch, and an electrically actuated valve. On Pflow's stan- dard product line, the control panel and motor 3 pump unit will be pre-mounted to a stand that must be located within 10 feet of the unit. WARNING All gates or doors accessing the lift area must be electro-mechanically INTERLOCKED. This requires electri- cal contacts to prevent the lift from operating if a gate is open when the carriage is at that level and mechani- cal locks to lock the gate until the 1 I carriage is at that landing. Different types and styles of interlocks are sup- plied depending upon the type of gate and on- 2 I site conditions. Standard styles incorporate ` _ I from one to four electrical components per gate. 4 PFL-1351-1 1. Main Control Panel 2. Pump/Motor Unit 3. Second Level Push Button Station I 4. First Level Push Button Station FFloo 081600-EIG 8185-11 F rQuick-Connect Cabling for Hydraulic Units Special cables (not S.O. cord) are pre-mounted to the control panel and have screw-on connectors at the ends of the cables. Connectors are then attached to the pre-mounted ends on the interlocks and push-button stations. 1. Install interlocks and push-button stations; --�, 2. Unwrap cable from control panel; = SERIES 3. Route cable to push-button station(s) and TF FM & 21 interlock(s). ---�' Cables, which are approximately 30' long, 1 i p. should be installed inside the column or in an area where they will not hang loose. R Use tie wraps to loop and secure excess cable. Alternatively, the cable may be cut, stripped, and reinstalled in the control panel to eliminate the excess. PFL-2366 If additional cabling is required, Pflow stocks extension cables that may be installed between the existing cable and the interlocks and push- -` J button stations. Call if these are needed. Specify three-pin for interlock or eight-pin for push-button station. SERIES D PFL•2364 Cables are interchangeable between floors. PUSH-BUTTON STATION SWING GATE INTERLOCK ® THREE-PIN - CONNECTOR R �o PFL-2319 .o 4 - / VA GATE INTERLOCK PFL-2317 � i i 0 EIGHT-PIN PFL-2318 CONNECTOR THREE-PIN CONNECTOR PFLOW INDUSTRIES,INC., 5045 N.35th Street, Milwaukee,WI 53209 (414) 462-8810;FAX (414) 462-2673;043002/091202 PROW 091202 6306-1 Hydraulic Control Panel w/Quick Connect Cables Electrical Bill of Material Symbol Qty Pflow Part No. Description Mfg. ENCL 1 Enclosure, NEMA 4X, Composite,w/Hasp, 14.0"x 12.0"x 6.25" Stahlin(equiv.) ENCL 1 6313-0000 Sub-Panel Hoffman(equiv.) GND LUG 1 5525-0000 Ground Lug,for 1/4"stud,#14 to 2/0 AWG T&B(equiv.) CT1 1 8261-3010 Transformer,75VA,w/Fuse Blocks(Primary and Secondary) C-H(equiv.) FU1,2 2 8953-0007 Fuse,8/10 Amp-600 Volt, Class CC,Time Delay Bussmann(equiv.) FU3 1 9448-0015 Fuse, 3 Amp-250 Volt,Time Delay Bussmann(equiv.) TR1 1 7385-0000 Timer,Solid State,Single Shot,120 Seconds,24VAC SSAC TBI 26 Terminal Block,White,600V,30A A-B TB1 2 Terminal Block,Green,600V,30A A-B T131 2 End Anchor,Heavy Duty A-B T131 A/R 2-Pole Insulated Jumper A-B T131 2 9290-0010 Standoff, 1"Nom.Vertical,30 Degree Angle A-B I AIR 5548-0001 Mounting Rail,35mm DIN A-B(equiv.) I A/R 6010-0006 Wiring Duct, 1"x 2" Panduit(equiv.) I A/R 6028-0001 Wiring Duct Cover, 1" Panduit(equiv.) I 2 LABELI 1 6568-0000 Label,"Pflow Industries, Inc." Pflow 3 LABEL2 1 9289-0000 Label,Specification Pflow 4 LABEL3 1 Label, Fuse List Pflow 5 LABEL4 1 6727-0000 UL Label 6 LABEL5 1 (See Chart) Label,Voltage Marker Brady(equiv.) 7 LABEL6 1 7776-0000 Label,"Danger.High Voltage" Pflow 8 LABEL7 1 7777-0000 Label,"Danger.Disconnect Input Power Before Servicing..." Pflow 9 LABELS 1 9386-0000 Label,"...Troubleshooting Authorization..." Pflow '.0 LABEL9 1 Label"Use 60 Degree Copper Wire...." Pflow 11 LABELI0 1 7310-0000 Label"Warning,Opening Door Does Not Disconnect Power" Pflow i2 13 CRI 1 Relay,DPDT,24VAC Coil Idec 4 CR1 1 Socket,Relay,8-Pin,Din Rail Mount Idec 15 16 C1 1 6028-0001 Auxiliary Contact,1 N A-B 17 18 W+X Cord Grip,3/8"NPT, Black,0.16"-0.31"Dia.Cable Int. Components 19 W+X Seal Ring, 3/8"NPT Int. Components 1.0 W+X Lock Nut,3/8"NPT Int.Components N 12 W Cordset,Single Ended,Eurofast,4 Pin Female,3 Wire, 10 Meter Turck 13 X Cordset,Single Ended,Eurofast,8 Pin Female,8 Wire, 10 Meter Turck 14 t5 16 17 1 Hole Seal,Stainless Steel Hoffman(equiv.) 18 2 Hole Seal,Stainless Steel Hoffman(equiv.) 19 50 C1 1 Contactor,23 Amp,24VAC Coil A-B 50 C1 1 Contactor,30 Amp,24VAC Coil A-B 51 MOO 1 Motor Overload, Solid State,Manual Reset,3.7-12.0 Amp A-B 51 MOL1 1 Motor Overload, Solid State,Manual Reset, 12.0-37.0 Amp A-B Pflow Industries, Inc. :ct Cables Electrical Bill of Material January 13, 2003 Description Mfg. Part Number e,w/Hasp, 14.0"x 12.0"x 6.25" Stahlin(equiv.) J-1412HPL Hoffman(equiv.) A-14P12 2/0 AWG T&B(equiv.) 62205 *s(Primary and Secondary) C-H(equiv.) C0075E5EFBQ s CC,Time Delay Bussmann(equiv.) FNQ-R-8/10 :lay Bussmann(equiv.) MDA-3 120 Seconds,24VAC SSAC TSS21120 A A-B 1492-W4-W lA A-B 1492-W4-G A-B 1492-EAH35 A-B 1492-N42 agree Angle A-B 1492-N25 A-B(equiv.) 199-DR1 Panduit(equiv.) E1X2WH6 Panduit(equiv.) C1 WH6 Pflow Pflow Pflow Brady(equiv.) (See Chart) Pflow t Power Before Servicing..." Pflow �rization..." Pflow /ire...." Pflow )oes Not Disconnect Power" Pflow, Idec RH2B-U-AC24 ount Idec SH213-05 A-B 100-SA01 7-0.31"Dia.Cable Int.Components PGNP-375B Int.Components SR-11-NY Int.Components 3/8NB 4 Pin Female,3 Wire, 10 Meter Turck RK-4T-10M 8 Pin Female,8 Wire, 10 Meter Turck RKC-8T-10M Hoffman(equiv.) A-SO50SS Hoffman(equiv.) A-S075SS A-B 100-C23J400 A-B 100-C30J10 nual Reset,3.7-12.0 Amp A-B 193-EAlFB nual Reset, 12.0-37.0 Amp A-B 193-EA1 HC ries, Inc. Page: 1 of 1 TBI LAYOUT 12.75— 1 O o o GND LABELS O 1 LUG 2 cu 2 a C1 11 ® 10.00 12 9.00 0 13 20 OL1 21 22 25 26 U 27 w ¢ N 31 m � > 31 -1 N r. a R11 U 3.50 32 32 2.50 O �� 49 iss 80 80 10— 1' 2' 81 °l°o—I 1 1 1f 97 Dom) N n n co 98 GND GND INCOMING FUSINGi REQUIRED SUPPLY <- 30 AMPS CLASS CC FUSES - 200,000 AMPS MINIMUM INTERUPTING RATING REQUIRED SUPPLY =) 30 AMPS CLASS J FUSES - 200,000 AMPS MINIMUM INTERUPTING RATING ALL QUICK-CONNECT CABLES ARE TO BE LABELEOAS FOL 3-WIRE CABLES, 'GATE INTERLOCK' 8-WIRE CABLES, 'PUSH BUTTON STATION' PFLOW PART NO, 11135-VVWX00 HYDQAU BE Ph/60 DATA VOLTAGE LABEL CALL BELOWWI NUMBER OF B-PIN CONNECTORS Ph/60 Ht) LFFI% PRIMARY MOTOR MOTOR POWER CICT. INCOMING PFLOV MFG. NO. VOLTAGE HP FLA. WIRE AVG FUSES WXJ PART NO. PART NO, 1 208 2 11,3 12 15 9374-0001 CBRADY NUMBER OF 4-PLN CONNECTORS X 2 230 2 10,2 12 15 9374-0002 BRADY SEE MOTOR DATA CHART CV443M 1 208 3 17,7 10 25 9374-0001 CBBR44DY X 2 230 3 16,0 10 25 937+- c RA'oB REV I DESCRIPTION APPROVED BY DATE NAME I DATE A MOVED O.EB'DIA HOLE JW 01-30-03 DRAWN BY: JW 01-13-W COM BY: DESIGNED BY: JW 01-13-03 AAA VVED B' c N N o HOLE FOR CUSTOMER SUPPLIED IINCOMING SUPPLY VOLTAGE 0.00 0.88' DIA. HOLE HOLE PLUG 2.00 06' DIA. HOLE HOLE PLUG (2) PLACES 3.75 ° 0 5 LABEL8 r I ILABELIO � I I { I — I cr------------I � I I LABEL6 L LABEL7 LABEL2 i LABEL4 L--------U F--------1 LABEL3 I I kk L--------J LABELI r F l e r 6 If t 1.50 A C E G I i g N In N p4 C3 vi in rl 0% AELS ARE TO BE MECHANICALLY PRINTED WITH BLACK CHARACTERS ON SELF LAMINATING WHITE LABELS. S ARE TO BE MECHANICALLY PRINTED WITH BLACK CHARACTERS ON NON-SELF LAMINATING WHITE LABELS. IS TO BE LABELED ON BOTH ENDS. TO BE LABELED ON BOTH ENDS. PITH THE LEAST AMOUNT OF PINS ARE TO BE MOUNTED FIRST, STARTING IN POSITION 'A', FOLLOWED BY THE REST IN SEQUENCE. SHALL CONNECT ONLY TWO TERMINALS. S AS REQUIRED WHEN CONNECTING CABLES TO TERMINAL STRIP. tE CTRL PNL W/QUICK CONN, CBLS 11135 MOWINDUSTRIES, INC, HYD., 2—LVL, 1 PH, 24VAC CTRL mwaukvs, wsconsln SHEET i OF 3 (SEE SHT. 1 FOR VOLTAGE) CUSTOMER'S FUSED SUPPLY 77VAC, 1PH, 60HZ ILA GROUND NOTE TO INSTALLER 101 I PER N.E.C. CONNECT CONTROL PANEL POWER b LOCKABLE DISCONNECT DIRECTLY TO MOTOR STARTER. SUPPLIED BY CUSTOMER 102 �GND LUG 103 i 77 AWG - (SEE SHT, 1) HYDPUMPAULIC MOTOR Cl OL1 (SEE SHT, i) ?'• HP, 1800 RPM (LINE 122) NNE 122) ?? FLA, SF 1.15 104 ',L1-(----------- - ---------------,If "---------- 1T1 :T2 1 105 -o�----------- 1T2 GNB. 106 #14 AWG BLK ZfFU 1 107 AMP J J J 108 2 ---,-, 0.8 AMP HILI-H2 H3 H4 CT1 FU3 75VA 109x3 X1 x2 2 1 #16 AWG RED 3 AMP 24VAC _ 0 #16 AWG WHT 11024VAC CONTROL 1 JUMPER 81 gl 2 POWER FOR GATE INTERLOCK DEVICES 111 112 1 113 1 1st LEVEL 2nd LEVEL E-STOP E-STOP 114 EMERGENCY STOP 1 1 (m) (�+) 11 (RED) (sw) 12 CIRCUIT (ADD ADDITIONAL E-STOP DEVICES 115 IN SERIES) 1 116 ___� 1 JUMPER 13 13 JUMPER 20 20 I I I I 117 ------------------------------------------------� 1 1st LEVEL 2nd LEVEL i GATE CLOSED GATE CLOSED 118 -_ LS21 _ _ _ LS22 GATE INTERLOCK 1 -�E1---- -- (jN -_�2t--{E�-----��---�j})--- 22 CIRCUIT (ALL SWITCHES SHOWN ACTIVATED) 119 1 LOCATION FOR-ADDITIONAL GATE INTERLOCK TERMINATIONS (IF REQUIRED)_ - - - - - - - - - - - - - CR 120 1 SAFETIES OK 1 1 JUMPER 25 25 JUMPER 26 26 (14) (13) RELAY 2 - - - - - - - - - - - - - - 122 REY DESCRIPTION APPROVED 87 1 DATE NAME DATE A ADDED GATE SWATCH NOTES Jw 01-30-03 ORA14N BY; JNK j 01-13-03 04ECKEO 2nd LEVEL GATE INTERLOCK i GATE INTERLOCK CABLE 2nd LEVEL PUSH BUTTON STATION PUSH BUTTON STATION CABLE i 1st LEVEL GATE INTERLOCK GATE INTERLOCK CABLE 1st LEVEL PUSH BUTTON STATION :) PUSH BUTTON STATION CABLE REV DESCRIP110N APPROVED BY DATE NAME DALE A NO CHANCES THIS SHEET JWK 01-30-03 DRAYM BY. JW 01-13-03 CfET OESCNED BY. JW Oi-t3-03 APP wi IR` CA AfILLINCREASELING NUT. HAND—TIGHTEN ONLY, HE EFFECTIVE CABLE WORKING LIFE. r CATIONSt MINIMUM BEND RADIUS IS 5X CABLE DIAMETER, CATIONSi MINIMUM BEND RADIUS IS IOX CABLE DIAMETER. 'ADEQUATE STRESS LOOPS AND FREEDOM OF MOTION DURING S . ` T1?OF CABLES INCREASES THE LIFE OF THE CABLES. a; 4) k M 'SEVERAL CABLES TOGETHER, ALWAYS KEEP THE BUNDLE LOOSE a OR�,INDIVIDUAL CABLES TO MOVE WITHIN THE BUNDLE, TIGHTLY TIED CREATE BOTH COMPRESSION AND TENSION STRESSES WHEN THE BUNDLE IS z+�fCESS*'CABLE LENGTH CAN BE COILED AND TIED AT THE CONTROL PANEL OR a ' AANYWHERE ELSE OUT OF THE WAY, PROVIDED THE C❑IL IS FREE FROM CARRIAGE ANDGATE OPERATION. "4 4);zIF;COILING EXCESS CABLE IS NOT POSSIBLE, EXCESS CABLE LENGTH CAN BE _,�k�,':-PULLED THROUGH THE CORD GRIP INTO THE MAIN CONTROL PANEL, CUT, AND RE—TERMINATED ON THE TERMINAL STRIP. NOTE' ALL DEVICE LOCATIONS ARE SHOWN FOR REFERENCE ONLY. DEVICES ARE TO BE MOUNTED WHERE REQUIRED DURING INSTALLATION. FIELD WIRING NOTES, 1) ALL IN—FIELD ELECTRICAL WIRING MAIN CONTROL PANEL AND CRAFTSMANSHIP SHALL BE IN ACCORDANCE WITH EXISTING STATE, LOCAL AND NATIONAL ELECTRICAL CODE STANDARDS. HYDRAULIC PUMP MOTOR 2) CONTROL CIRCUIT WIRING SHALL BE #14 AWG, 19 STRAND, TYPE THHN OR EQUAL, 60OV. 3) POWER CIRCUIT WIRING SHALL BE STRANDED, TYPE THHN OR EQUAL, 600V (SEE CHART FOR AWG). 4) A SAFETY DISCONNECT SWITCH SHALL BE LOCATED AND INSTALLED BY CUSTOMER WITHIN 10 FEET OF HY—LIFT. 5) TERMINAL ALL FIELD WIRED DEVICES INDIVIDUALLY AT CONTROL PANEL, 6) DASHED LINES INDICATE FIELD WIRING, 7) IF MOTOR RUNS BACKWARDS, REVERSE MOTOR LEADS T1 AND T2 ONLY. NAME DATE CTRL PNL W/QUICK CONN. CELS �� DRANANG #: 11135 8 ONE=BY: m—�rw ���W INDUSTRIES, INC. -- K,e�,� uvn - (SEE SHT. 1 FOR VOLTAGE) CUSTOMER'S FUSED SUPPLY ??VAC, 1PH, 60HZ `q GROUND PER N.E.C. NOTE TO INSTALLER: 101 I CONNECT CONTROL PANEL POWER b b LOCKABLE DISCONNECT DIRECTLY TO MOTOR STARTER. SUPPLIED BY CUSTOMER 102 �GND LUG 1 � 103 i I — ?? AWG - (SEE SHT. 1) HYDRAULIC PUMP MOTOR Cl OL1 (SEE SHT. 1){?? HP, 1800 RPM I I (LINE 122) (LINE 122) ?? FLA, SF 1.15 104X11-j----------- - ----------------- ----------- 1T1 T1 AL2 ------ --- ---- ------�il v� MTR T2 1 105 : --�X� _ -------------- 1T2 T3 =CND. 106 #14 AWG BLK FU 107 =0.8t08bs Z`3�2o0 ---� 0.8 AMP Hi H2 H3 H4 CT1 109 FU3 75VA x1 xp 2 1 #16 AWG RED '` } 3 AMP24VAC =CND. #16 AWG WHT 110 24VAC CONTROL 1 E 81 24 POWER FOR GATE 1; INTERLOCK DEVICES 112 113 � VEI� 2nd LEVEL i 87QP E-STOP 114P611 t 2 }--- ---{E---- -aPB J�-----j}--- EMERGENCY STOP 1 I (BLU) 11 (RED) (BLU) 12 CIRCUIT (ADD ADDITIONAL E-STOP DEVICES 115 IN SERIES) 116' 1 ' e ' MPER 13 13 JUMPER 20 20 I a 117. # ----------------------------------------------J w•'' SF`s,; „, 15t-LEVEL 2nd LEVEL GATE CLOSED GATE CLOSED LS21 _ LS22 _ xE -- ---j}---�---<<---- ---j}--- GATE INTERLOCK 8 (BRN) 21 (BLU) (BRN) 22 CIRCUIT (ALL SWITCHES SHOWN ACTIVATED) AA i LOCATION FOR ADDITIONAL GATE INTERLOCK TERMINATIONS (IF REQ IRED) CR 1 SAFETIES OK JUMPER 25 25 JUMPER 26 26 (Ia) (13) RELAY 1 �. 2 t.< - - - - - - - - - - - - 122 REV DESCRIPTION APPROVED BY DATE NAME OA - A ADDED GATE SWITCH NOTES JVM 01-30-03 DRAWN BY: IWK 01. DESIGNED BY: JWx 01-wAM i 1 2 121 UP HYD. PRESS. (ALL UP P.B.'S WIRED IN PARALLEL) SWITCH 122 CR1 - �-�B32_-�}- - PS40 01-1 C1 HYDRAULIC PUMP (9) (s) 27 (GRY) (WT) 32 � 49 (Bs) (96>50 CONTACTOR 104,104,105,123,E Cl 123 (13) (+) 124 DOWN C1 (ALL DOWN P.B.'S WIRED IN PARALLEL) SOL 125P831__j}--_ _ DOWN SOLENOID (21) (22) 31 (BRN) (vEL) 8 0- V 2 126 (1) 127 em. TSINGLE SHOT TIMER (2 (3) 127 TO ___ CONTACT REMAINS CLOSED FOR 120 SEC, 128 AFTER DOWN P.B. IS PRESSED 129 130 MAIN CONTROL PANEL 131 (CRN)I E__-----_ --]II P.B. STATION (— GATE CBL'S 132 I (---------.--dII GATE INTLK (BLK) 133 - i --------- 134 135 136 137 AA 138 NOTE: LS21 THROUGH LS28 ARE GATE INTERLOCK CONTACTS, 139 140 NAME DATE CTRL PNL W/QUICK CONN. CBLS DRAWING 11135 0^ CHECKED Br: JN1C 01-13-03 IOW INDUSTRIES, INC. # ' APPROVED BY: HYD., 2-LVL, 1 PH, 24VAC CTRL MAwoukes. Wisconsin SHEET 2 OF 'o TBI LAYOUT 1 I2.7s— o OND LABELS 0 1 o LUG 2 p 11 10.00 12 9.00 0 0 13 20 21 22 25 26 Q` 27 w o4 > N oa a 31 R' x R1E32 350 32 32 2.50 49 80 800 V C 2" 81 0.00—I 81 97 0 ti 98 - m .JD 1 o 0 GND GND INCOMING FUSING' REQUIRED SUPPLY (= 30 AMPS CLASS CC FUSES - 200,000 AMPS MINIMUM INTERUPTING RATING REQUIRED SUPPLY => 30 AMPS CLASS J FUSES - 200,000 AMPS MINIMUM INTERUPTING RATING ALL QUICK-CONNECT CABLES ARE TO BE L4 3-WIRE CABLES 'GATE INTERLOCK' B-WIRE CABLES 'PUSH BUTTON STATION' PF-L❑W PART NO 11135-V V WX00 HYDRAULIC PUMP MOTOR DATA VOLTAGE LABEL (ALL BELOW 1 PM/60 Hz) SUFFIX PRIMARY MOTOR MOTOR POWER CKT. INCOMING PFLOW MFG. NO. VOLTAGE HP F.L.A. VIRE AVG FUSES (MAX.) PART NO. PART NO. NUMBER OF 8-PIN CONNECTORS 208 2 11.3 12 15 9374-0001 BRADY NUMBER OF 4-PIN CONNECTORS 306 I X TSEE MOTOR DATA CMART 2 230 2 10.2 12 15 9374-0002 CBRADY 1 308 208 3 17.7 10 25 9374-0001 CORADI 2X V44306 I 2 230 3 16.0 10 25 9374-0002 cBR;DY 308 REV DESCRIPTION APPROVED BY DATE NAME I DATE A MOVED 0.88" DIA. HOLE JWK 01-30-03 DRAWN BY. JWK 01-13- DESCNED BY JWK 01-13-1 0 0 N N o HOLE FOR CUSTOMER SUPPLIED INCOMING SUPPLY VOLTAGE 0.00 0.88' DIA HOLE HOLE PLUG 2.00 1.06' DIA. HOLE HOLE PLUG (2) PLACES 3.75 ° 0 rI -------i I I I LABEL8 ; LABEL10 I I I I L-------J r------------� I I I I I I LABEL6 I I I I L--__----_---J LABEL7 LABEL2 LABEL4 I II I L--------J I I LABEL3 I I AS FOLLOWS ° 3.25 OB QD FO �H 0 1.50 OA © O O 0.00 0 0 V) 0 0 0 C? U7 V) Ln Ln u-) o C N cT WIRING NOTES 1) ALL CABLE LABELS ARE TO BE MECHANICALLY PRINTED WITH BLACK CHARACTERS ON SELF LAMINATING WHITE LABELS. 2) ALL WIRE LABELS ARE TO BE MECHANICALLY PRINTED WITH BLACK CHARACTERS ON NON-SELF LAMINATING WHITE LABELS. 3) EACH CABLE IS TO BE LABELED ON BOTH ENDS. 4) EACH WIRE IS TO BE LABELED ON BOTH ENDS, 5) CONNECTORS WITH THE LEAST AMOUNT OF PINS ARE TO BE MOUNTED FIRST, STARTING IN POSITION 'A', FOLLOWED BY THE REST IN SEQUENCE 6) EACH JUMPER SHALL CONNECT ONLY TWO TERMINALS. 7) REMOVE JUMPERS AS REQUIRED WHEN CONNECTING CABLES TO TERMINAL STRIP NAME DATE CTRL PNL W/QUICK CONN, CBLS DRAWING 11135 CKED BY: dv✓K o,-,3-03 ;rl INDUSTRIES INC. ,ROVED By. HYD., 2-LVL, 1 PH, 24VAC CTRL Milwaukee, WiSCO"in SHEET I OF 3 - Hydraulic Control Panel w/Quick Connect Cables Electrical Bill of Material January 13,2003 Suffix Item Symbol qty Pflow Part No. Description W9- Part Number 1 ENCL 1 Enclosure,NEMA 4X,Composite,w/Hasp,14.0"x 12.0'x 625" Stahlin 2 ENCL 1 (equiv.) J-1412HPL 6313-0000 Sub-Panel 3 Hoffman(equiv.) A-14P12 4 GND LUG 1 5525-0000 Ground Lug,for 1/4"stud,#14 to 2/0 AWG 5 T&B(equiv.) 62205 6 CT1 1 8261-3010 Transformer,75VA,w/Fuse Blocks(Primary and Secondary) C-H(equiv.) C0075E5EFBQ 7 FU1,2 2 8953-0007 Fuse,8/10 Amp-600 Volt,Class CC,Time Delay Bussmann(equiv.) FNQ-R-8/10 8 FU3 1 9448-0015 Fuse,3 Amp-250 Volt,Time Delay Bussmann g (equiv.) MDA-3 10 TRI 1 7385-0000 Timer,Solid State,Single Shot,120 Seconds,24VAC SSAC 11 TSS21120 [V16TB1 26 Terminal Block,White,600V,30A A-B 2 1492-W4-W Terminal Block,Green,600V,30A A-8 1492-W4-G 2 End Anchor,Heavy Duty A-B A/R 1492-EAH35 2-Pole Insulated Jumper A-8 1492-N42 2 9290-0010 Standoff,1-Nom.Vertical,30 Degree Angle A-B 1492-N25 18 A/R 5548-0001 Mounting Rail,35mm DIN 19 A-B(equiv.) 199-DR A/R 6010-0006 Wiring Dud,Cover. r.1Panduit(equiv.) E1X2WH6 1 20 A/R 6028-0001 Wiring Dud Cover, " Panduit 21 (equiv.) C1 WH6 22 LABELI 1 6568-0000 Label,*Pflow Industries,Inc." 23 LABEL2 1 9289-0000 Label,Specification Pillow Pflow ALL 24 LABELS 1 Label,Fuse List 25 LABEL4 1 Pflow 6727-0000 UL Label 26 LABELS 1 (See Chart) Label,Voltage Marker 27 LASEL6 7776-0000 Brady(�uiv. ) (See Cha Label, . ' h Vo�ge" rt) Pflow 28 LABEL7 1 7777-0000 Label,"Danger.Disconnect Input Power Before Servicing...' Pflow 29 LABELS 1 9386-0000 Label,"...Troubleshooting Authorization..." Pflow 30 t.ABEL9 1 Label"Use 60 Degree Copper Wire...' Pflow 31 LABELIO 1 7310-0000 Label"Warning,Opening Door Does Not Disconnect Power' 32 Pflow 33 f CR1 1 Relay,DPDT,24VAC Coil 34 CRI Ides RH26-U-AC24 1 35 Socket,Relay,8-Pin,Din Rail Mount Idec SH2B-05 36 C1 1 6028-0001 Auxiliary Contact,1NC 37 A-B 100-SA01 38 W+X Cord Grip,3/8"NPT, PGNP-3758 Black,0.16"-0.31"Dia.Cable Int.Components 39 W+X Seal Ring,3/8"NPT Int.Components 40 W+X pone SR-11-NY 41 Lack Nut,3/8"NPT Int Components 3/8N8 42 W Cordset,Single Ended,Eurofast,4 Pin Female,3 Wire,10 Meter Turck 43 X RK�T-10M Cordset,Single Ended,Eurofast,8 Pin Female,8 Wire,10 Meter Turck RKC-8T-10M 44 45 46 47 1 Hole Seal,Stainless Steel Hoffman 48 2 (equiv.) A-SO50SS 49 Hole Seal,Stainless Steel Hoffman(equiv.) A-S075SS 1VWX00 50 Cl 1 Contactor,23 Amp,24VAC Coil 2VWX00 5o Cl 1 Contactor,30 Amp,24VAC Coil A-B 100-C23J400 51 1VWX00 A-13 100-C30JI0 MOLL 1 Motor Overload,Solid State,Manual Reset,3.7-12.0 Amp 2VWX00 51 A-8 193-EAlFB omMOL1 1 Motor Overload,Solid State,Manual Reset,12.0-37.0 Amp A-B a- .x s 193-FJ11HC Rev.A Pflow Industries,Inc. Page: 1 of 1 CABLE INSTALATION NOTES: 1) DO NOT USE TOOLS TO TIGHTEN COUPLING NUT. HAND-TIGHTEN ONLY 2> PROPER BEND RADIUS WILL INCREASE THE EFFECTIVE CABLE WORKING LIFE. - FIXED APPLICATIONS MINIMUM BEND RADIUS IS 5X CABLE DIAMETER. - MOVING APPLICATIONS MINIMUM BEND RADIUS IS 1OX CABLE DIAMETER. 3) ALLOWING FOR ADEQUATE STRESS LOOPS AND FREEDOM OF MOTION DURING INSTALLATION OF CABLES INCREASES THE LIFE OF THE CABLES. 4) WHEN BUNDLING SEVERAL CABLES TOGETHER, ALWAYS KEEP THE BUNDLE LOOSE ENOUGH FOR INDIVIDUAL CABLES TO MOVE WITHIN THE BUNDLE, TIGHTLY TIED BUNDLES CREATE BOTH COMPRESSION AND TENSION STRESSES WHEN THE BUNDLE IS MOVED. 5) EXCESS CABLE LENGTH CAN BE COILED AND TIED AT THE CONTROL PANEL OR ANYWHERE ELSE OUT OF THE WAY, PROVIDED THE COIL IS FREE FROM CARRIAGE AND GATE OPERATION. 6) IF COILING EXCESS CABLE IS NOT POSSIBLE, EXCESS CABLE LENGTH CAN BE PULLED THROUGH THE CORD GRIP INTO THE MAIN CONTROL PANEL, CUT, AND RE—TERMINATED ON THE TERMINAL STRIP. I I • I I N❑TE: ALL DEVICE LOCATIONS ARE SHOWN FOR REFERENCE ONLY. DEVICES ARE TO BE MOUNTED WHERE REQUIRED DURING INSTALLATION. i I I FIELD WIRING NOTES 1) ALL IN-FIELD ELECTRICAL WIRING MAIN CONTROL PANEL AND CRAFTSMANSHIP SHALL BE IN ACCORDANCE WITH EXISTING STATE, LOCAL AND NATIONAL ELECTRICAL CODE STANDARDS, HYDRAULIC PUMP MOTOR 2) CONTROL CIRCUIT WIRING SHALL BE #14 AWG, 19 STRAND, TYPE THHN OR EQUAL, 600V 3) POWER CIRCUIT WIRING SHALL BE STRANDED, TYPE THHN OR EQUAL, 600V (SEE CHART FOR AWG). 4) A SAFETY DISCONNECT SWITCH SHALL BE LOCATED AND INSTALLED BY CUSTOMER WITHIN 10 FEET OF HY-LIFT 5) TERMINAL ALL FIELD WIRED DEVICES INDIVIDUALLY AT CONTROL PANEL. 6) DASHED LINES INDICATE FIELD WIRING 7) IF MOTOR RUNS BACKWARDS, REVERSE MOTOR LEADS T1 AND T2 ONLY NAME DATE CTRL PNL W/QUICK CONN. CBLS DRAWING #: 11135 NECKED BY: JWK o�-�3-03 IOW INDUSTRIES, INC. PPROVED BY: HYD., 2-LVL, 1 PH, 24VAC CTRL Milwoukee, Wscwsin SHEET 3 OF 3 Ir 2nd LEVEL GATE INTERLOCK GATE INTERLOCK CABLE 2nd LEVEL PUSH BUTTON STATI❑N PUSH BUTTON STATION CABLE Ej 1st LEVEL GATE INTERLOCK GATE INTERLOCK CABLE 1st LEVEL PUSH BUTTON STATION PUSH BUTTON STATION CABLE REV DESCRIPTION APPROVED BY DATE NAME DATE A NO CHANGES THIS SHEET JWX 01-30-03 DR;A-7.v:DENED BY: JW01-13-03 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 3 /Dq-/04 APPLICANT: I ILADATE SUBMITTED: 3 /dam/04 SCTM# DISTRICT: 1,000, SECTION: 123 ,BLOCK: �5 , LOT: G- SUBDIVISION: ADDRESS: 1 'fid, t�. CITY: A�yc1� ZONING DISTRICT: Kt CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP 2. 3A7- -z / C/0 Z-DS-46I , INFO AA: ,, —/BP�� -z/ c/o z-o2�, wFo cp(bnar� BP -Z/C/o Z- , INFO � /BP -Z/C/o Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED - NOTES: LOTS 40,000SF-100-24.Lot recognition-(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: A& ID &4 TUG P LD(- ESTIMATED PROJECT COST: Alk- ARCHITECT GINE L-012 s� � WATER FRONT? C, DE CRIPTION: 9PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH : YES oro(BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES o DTE: / / PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or DTE: /_/ PERMIT : TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: i SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: 3401 SF FEE FEE FEE 1. (J?�--SF)- ( ��° SF)= -?/O° SF X$ s _$�+$ +$ _ $ ADO 2. (—SF)- ( SF)= SF X $ =$ +$ +$ _ $ 3. (-SF)- ( _SF)= SF X $ _$ +$ +$ _ $ FINAL TOTAL: PARK AVENUE "SOUTH ROAD" N 86'5700^ 162.50' SURVEY OF PR OPER T Y GRANITE S k F FE \ FE SRF MON 52500' 0 2 5 0 °'N '� AT AIIATTITUCK TOWN OF SO UTHOLD SUFFOLK COUNTY o , N. Y. 1000- 123-08-05 SCALE: 1 " = 50' z Z 1 ^ o DECEMBER 8, 1998 �d '\ r O Fe �+ r '=f o: f v rn W C 6 1w. i 'go tul n 0�1 0 � I yN b N a•� .0 4 }02nHW rr� � masonorY r fr' gao9cje 1 s R.F M °II I NO TE, L 0 T NUMBERS REFER TO MAP KNOWN AS 4 PLAN OF MARRA TOOKA PARK, BAY LOTS AND / BUNGALOW SITES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOV. 1, 1905 AS MAP NO, 4.50 LA p bock 21� o /A 3- 23 8' A O' 131 / 30 1' $ 29ty. 3e 4' m. fr. hse. AREA = 103,058 sq. ft. I or 2.3659 ae e SUlkn�m S 66.12'00" W 5 Ikh °d — 5.45' Ot PT:W yIIP t. MEiI 86'40'20" W \151.77' S 23700" W a 1.00' i r e A9 �,, 0 49618 ANY AL TERA 710N OR ADDITION TO THIS SURVEY IS A VIOLATION OF SU VE RS, �. ' OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW M H w M ALONG BHLI<HEAD (516) 765 - 5 20 EXCEPT AS PER SECTION 7209-SUBDIVISION 2 ALL CERTIFICATIONS P. 0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYORCREAT PECONIC BAY 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y, 11971 [98-371 OFFICG AP RgVED AS NOTED _ , / N II o DATE: .2 B.P.N(yy�/2BY, /rSY—F� 2 FEE: ae = > NOTIFY BUILDING DEPARTMENT AT z LL z 765-1802 SAM TO 4 P FOR THE J w FOLLOWING INSPECTIONS: a 4w 1. FOUNDATION - TWO REQUIRED ❑ u� ❑ ❑ FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING OZ 3. INSULATION - -- -- 4. FINAL - {X'711iTRUCTION MUST BE COMPLETE FOR C.O. w U ALL CONSTRUCT SHALL MEET THE } REQUIREMENTS OF THE CODES OF NEW w uJ Z .- 60'-0" YORK STATE. NOT RESPONSIBLE FOR CD p Ld DESIGN OR CONSTRUCTION ERRORS. � Q Y _ -- ------r_s-_,.e_- ----r r' .ac i-}_-3' ----------------------'-°-_' _ _ <' n o ________ RUCTION SHALL > I ALL - 3 - - 3--------- -------------- --------- ^, _ _ _ ------------- M ODES QFNEWREQUIREMENTSOFTHE p O a Q °I � - - --- -----r = _-__�� `, ;- ------- ---- '� YORkSTATE. m � } ?AL AR OPENING pJ - 10 AROVC 11J Q FA axle FOUMonnuN vFUI - - - - CERTIFICATION OF NAILING & CONNECTIONS m REQUIRED. o a I, I OCCUPANCY OR Y .------------ I - USE IS UNLAWFUL '' ------------------ WITHOUT CERTIFICATE OF OCCUPANCY LL < Q � , i , , m INVA11 0"d2- (MIN 8zR) d ----___, ONURFC PIER \COMPLY WITH ALL CODES OF = z m 0 0 n ---- w .IIF 'hock NEW-YORK ED AND CONDITIONS COD � rn P°�� OR E I I - - - - - - - - � - - - - r - - - - - - - -� ^) ,- XII-7ia1V1- - - -e- - - - - - - - -- ' - -� - - A$-R UIR N TIONS z N � � SOUTHOLDTOWN ZBA 9'-7" B'-11" o'—o�� 0'-0° s'-11 - e'-11" SOUTHOLD TOWN PLANNING BOAF SOUTHOLD TOWN TRUSTEES ' N.Y.S.DEC " ^ ° _ - !EXISTING (ON SLAB) 'a - FOUNDATION *� :(NO CRAWL SPAC WRONE AIIA� L d Ap.NFOR AF5IACC WALL VV For FPIAC N " d Necoro) C MPLY WITH CHAPTER "46' I " F 000 DAMAGE PREVENTION m S UTHOLD TOWN CODE, W W G a e w P+ uIIIoI yeyf i_ I a v _______ '—' - _______ � J _ r va1D 0 Y=i`x A" � _ — a _ � _ � --------------------- LT -. ' rJ i. .e , a. ____________�_ ____ 10 _0 �____ J 10 —O, ___ 10 —0 xr---------------------------10 _0. - - u � v i T a v a _ n _ - t R` A -t i � Q Iw x VC A .------_.' 'fEOF NEdq,!✓ FOUNDATION PLAN g`�ksAD�Fpp� { LL 0 w o a n o N Z � II N q � L y- � m Z u Z Q W W K Q z O Z 11J U W z Y - - -- w 60,_0z ., Z 0 `i _ Y JO W <IQ fn K .i_ m r0 ¢ � 0 < < Um w U Q DO o I U ^� � ee F N � F ILI N F � � � X 3-1 Gx3-1 7 Q GL COIUMN NGL COJ[-1N2 ,telCOL MN GL COI IIMN GL COLUMN ] T/2x'-�/C +-II/1a5-I/2 Y O GL MN GL COLUMN Gi COLUMN _ GL COWMN OD _—_ -- - _mr— LU It 16•-6•' 9'-11" 9 11 z n M � I PUILD GOT WAI SPI G Tp SUPPORT NEW HEAD HEADER � ❑SF G%I, LAM CRUM FOR SNPORTTING HEADER ACC= TO � I FOR MFC FIANIC AL ROOM BELOW � I I 0 . izl 4' 0" N-I c) Q 1ST. FLOOR PLAN --- - W 0 v JuOv' r v8 41 � •w. 0 0 cY (� a O P o Q N = N � 9 Z LL Z m n o Z O U Z w so'-n" w - — x z } - w z O UJ 0 13,_9,. — Y � A51 A51 O Q - m m � 7HIGH WAIT -7- r7 C) Y w Q -- a � c `S � ao N Q m ty LL Y s-1/zes-1 --1/2 _x�5 _� GI AM GHUd M GL 1AM CUINN h—I/lKd AEIHUPUWHEAA O UNDER I%10 RIDGE) - _ T__ ____ ____________________ _______ __-___ _ � _ aZ N O Z 11- \ m 5-I/_'H6-I/2 GL LAM COMMIN � U O rc oLn O W PROb1UE P HIGH HAII ING OR wAI I N z EDW - - 7 HIGH wAI I I O 451 A5 O 27,-6.. 3'-9„ W 2ND. FLOOR PLAN POO IN g^4- Wo 0 o w a G i-RIOGE NFNI 11,F 12 "�UOC POWER BEAM %F 4 L_-- P, °. ,morEDO AEk Il `✓ S ISE c S2 fftlt '6 11fT3R .L1,SIfR 4141V9SPP141'I'!'I'!'I axe EI ® oc � RVI 11141LATIOPJ EDED a Y VI HTARfP, I VI HEADERED Z LL Z RH /I �11 < Q F Q 1� I 12 4 f' / O RUDE 5-I/2`"�-li-' ALPHA T ROOF SHIN61 E5 L oll nul a� m EII IT T mJDERLAv/W T 0 (A PITCH USF ICE/WATEF. HARDER) 25 / / \ I/2' Coxo-IEA1HINc I/D ED W r— U o x Z } UJ � L 1 i iO (ll 11 (11 �l1 1 , lUlflll� IW 111 z ('I I- I'll)I'll) RI NIF"UC r TVI HFAOFB Rill IN �ULATIUN SIDINb' O CEDAR SHINGLF9 15p FELT FILLED ABED m 11"' CD, giEATHwa O Q 1- =1 /x4 STOOS J%b"oc y 0- R13 Q I� INSULATION 6/9" TEC -x _ - F/R SHEET ROCK 0 O m C of WALLS A COLING U) b P m 0 BILL. 3/4" gIRF1noR 'X6 PT PLATE R7 fl llll ' ! R fl TFFaMHT1n L HnEE kFT SSHIT Y umi MPVIb FBIIIJBAiIpN VYNT FJ 0I6"Oc U m LVl CIROFR F1l9 INSII ATION E C4 pp F N) N O b` FLUMbA FEDI r r M STEEL COI IBEN P" CONE WALT Q w n n DAMPPRUOF CST X 2" THICK CONC. SLAB 15'XB" COPIC_ FTG. Q LL Y D D_' CROSS SEC TION 0 ° W Z m O N Z M N WINDOW / - DOOR SCHEDULE EXPOSURE CATAGORY: C STORAGE / GARAGE MISE. MEAN ROOF HEIGHT: IS'-U" EGRESS GLAZING UNIT AREA MIN.D.P. MIN. D.P. MANUFACTURE CATALOGUE NUMBER DESCRIPTION S.F. S.F. S.F. 1ST.FL.QTY. 2ND.FL..QTY. ZONE 4 ZONE 5 UNIT D.P. NOTES PNGERS@I ASf -- AWNING WINPoW — 25 J,5 IN.O 1 Id 10 THCBML➢111 4p0 fi111x6I1i p91,pPoM1 IK J'LO I 311 55 /W1 Ivry V 1T z WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL VPENI(N07120 MPH 3-SCC OND I JO GUSTSMAXIMUM MEAN1 r ROOF HEIGHL S!i) II I1� MUI IIPIE SLC ZION AS%MBII b s Q IA ALTERNATIVE FOR OPENING PROTECTION 1,`4" HIGY, BOLI5 @ 2' CC 1111 11 1 ��, � DLHAIEL, 1809.14 E RIS PR TECTON FASTENING SCHEDULE FOR woaD STRUCTURAL PANELS SHUTTER ASSEMBLY �_ 'P IAFlNL11 3'ALI1YU OIICRLs) N T.S 1 �> _ I5' 11 NI' �� I0�y FASTNER PANEL SPAN 2FEET.PANEL M1FEETc PANEL 6FEETc PANEL 1 SHUTFER ASSEMBLY 11 11 TYPE c2 FEEF SEMI FEET SPAN�6 FEET SPANcB FEET hOR PANEL SPANS ` _� z-112^d6 0 a 4'O WIDE SPAN 11. NIS 11 11 aoD scREw5 16 15 l2 5 23/32" APA SPAN—RATED 48/24 SIILAIIIING GRAUL PLIWOOD 1 OH PAINS SPAN', II 1 II 11 2112tl6 16 15 1E 12 )CVFPI AP AC(5UI1U OPENINGS 4") l 4 OR WIDER SPAN I 11 AD NEWS 1 93/37' APA SPAIN—RATED 46/24 SHEATHING GRADE PIYWCOO I1 ASSE MHL'i •1 (OVERLAP AROUND GPCNINGS 4") i � DE WOOD OLD OFF PANES WI TII A MINIMUM TI IICIM6S GI //16" AND MAXIMUM AIIACHINIG MIDUCPJRAL PANEL. FASTEN 10 BUILDING v 1 .p^T_ PANEL SPAN OF 8 FEET SHALL HE PERMITTED ECR. OPENING PRCIRSTION IN {/lu (w/ WASHLNS) GA1 VInIIZEO OR STAINLESS SIEEI I• 2x4 STRONG—BACKS ^_4" OC �J _ ONI— ANID TWO— SIORY BUILDINGS. PANE15 SHALL B, PRECUT TO COVIN GLAZED WOOD SCHE IN En S) AI OPFININGS WIIH ATTACI-IMHaT HARDWARE PROVIDED_ ASSEMBLY 1¢t (PLIES 10 SECTION 16091.4, 1609.65 AND TAB LL 1609-14) ALfLHNAIIVL ASFIER TOR SHUTTER IO BUILDING: 1 1). PREASSEMBLE PI L (WOOD 10 2x+T3 # IF (W/ WASHERS) GAI VIMIZEI) 1 #10 TEE NII15 ATTACHFD To SILO w/ #10 ( W/ WASHFRS) >: 1 STAINLESS STEE1 WOOD SCREW P 12" OC. " �� MPC RINE SOLI 1,912 O.0 V 1 2). ATTACHING SIRUCIIIRAI PANEL 1=ASIEN TO HUILDIING W/ p10 (w/ WASHERS) GALVINIZED OR STAINLESS SPELL 'N WOOD SCREW 0 IR" o.G ,`IPy,,,p7 Q� Al-11 RNATIVE FASINER FOR SHUTTER 10 BUILDING ED', F: 0 Lj'V #10 ICE EMS AI IACIIED FO LILCO X1/ O10 ( W/ WASHERS) _ O MACHIN, NOLT lA 12" OC w D a 0 2 S � II O N � Z N � ` 1 Z m Z W W - --_— -- _ - = _ ❑ O W W c) Ill ill- JI'I II IIIIIUTI�'❑ 1I�� I II II'I ll ' �L 1_ 'I II fI LII Il I' lLll'I � 'I ❑ ❑ ❑ � W Z r nL 7 r� ul l h-i III LI I I_LI LL 11 Ill fll I LII � I III I ll 1TIl -I I Il I iIIZ �I�I�Iii 'i -__ �ur� l1-S���I I'll� rl '16�,Trrr�J-I�� ll nr-�ll I� F4 -IIV� „l�L n-'I 'll �r i ❑ Z (U) j Y L II- I_ II II IL 1- -II m > F— T L rYyrl T' u 'I I' STI' I_' r'r -I II iu r l II > O Q illil-'TiII 'I _ �❑11!r nIII IIIIii 'rii � I 'r IUIII 0 < < 4 �� I ��I III . -II I I I n_ II II II � Lull 11'IJI LCII��Illll 'll 'fl ll 'I LL 11111 -II_LIIII Illi ]J IIII I �I_I_IJfI ITL I111�IIM I LLI_-fr I II'n ll�' IlE Exls Nc O m :5 f n -I 1 _ - Il - T I'J]ll "r IJjI!L`rI I�' LI�' f�l w Il-lI1- I2-Il jl�'I III-T L Ill IITIL IL IIiIII IIJ inllTl'-'�IL �-I, ll`111r ] III1=Il i1 Ill it ❑ U lu_r_�II-I'=nI II IT m 0 FRONT ELEVATION Y N U m � m ❑ ❑ ❑ DTrlul 'i` ❑'r' T 'I l r 1111 ' ILMI I'i rl -- 'I_r TI n = o LL li 1i17Lz4 4 n4 rnuf l'I I'I a = ao 0 a 1l c ru rI o -Iu Z 211IInIr �I IL151 lI n iI1 5 'I l 'T iz r r F IL11 ul ll {i Lll exlsiwc u1r_n _ rT _4`SI ri rI_ IL Irl �_1 I_-- f LII -1I III -rr f L E IIT IJ-I _ JI L'J I W I'll IIT IL 11 Lf� LJ II I� -1 I' -11L llLL I- T II� IJ I_- IIJ I II _11TH III IIF- II I - ILL I 1,EI III -n _ } 4 ILLti cl ii l it ll yLI iI iI Ii "I -I'l' rl llll r� li l L '�i'1 1 _ DE Lill f L _ L_ IT1 _ 1 REAR ELEVATION A e Ln �i F rE,l, 9 -T u - u Ll lr IIr-I LirM- -�FFFIr't u l IIllF] aL1�1�IjllJ1 III LIIf�ZTn❑rLII III z '1 11-1I I FT F11-7`�f �1 �,uLI 111II III IIIIl 1n 1'1l'uiTTLrT 111 r' 1 -I iI I'l �� OIJ IIf U L 11_ II-I L_I't'-FTr4 �' 11 l I IIT ur-lI 1 luIIS II III I- R-�' J 11_ nT-lrrl-111 11 J'II lithIllui4 IIIJ II'I v I u lIrI-` rrII l SIIIi II mill li ul� r�Ir I r'n41r MLI I'I SILL 111111- �II II I I SI III '1111 111 r�r111lI LIQ LI-ill I I I III II III rr-=LEY�Il it-1151 I�lf iIL I -iI InI L r ,u11ylilriLiiSL�ii 6�+llr 1I Lu _ I r� I I� , 114 L FII , I I I�r4L-III LITi I I I I L4511 'I IJ,�_CS�J� Ill,l_, 110111 IIIf = I I I L II Irl-n I I LeFr ELEVATIonI `'- Iy„, Uj ' \I hyo LL b1�:x W a 0 o < n p oN Z CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION_ CONNECTORS " o I' CONNECTION LOCATION (PART NUMBER NOTE5 m 4x4 F05T TO FOOTING ANCHOR _ AU44 OR WE44 PAU44 USE w/ "N. 1/2" DfA. x T ANCHOR BOLT2 Y 6x6 P05T TO FOOTING ANCHOR PAU66 OR WE66 PAU66. USE w/ MIN. 1/2" DIA. x T" ANCHOR BOLT Z w a KING STUDS 4r4 POST TO GIRDER/HEADS PB544 / PBSE44 / KC44 USE ONE TYPE FOR EACH POST ¢ F 6x6 POST TO GIRDER/HEA ER P 6 B56 / PB5Ea r / KC66 PR USE ONE TYPE FOEACH POST_- 0 m 0 0 P05T/COLUMN TO GIRDER/HEADER L6TA12 OR LBTA24 USE (2) FOR EACH POST/GOWMN _ RAFTER ) �� \ �� CRIPPLE STUD - ,\, '�`� STAG IR STRINS CONNECTION TMU26 H G OR MPAI USE ON EACSTRINER Z Z RAFTS /JOIST TO HEADER TYDOWNRTIS USE FOR EACH RAFTER/JOIST CO _ /_ \ HEADER — \� . 'J z W RIDGE RAFTER TO LEDGEU5E ON EACH RAFTER. MPAI U5E ONLY MJ R BOARD TMU26 OR MPAI WHERE TMU26 GAN NOT BE USED 1-' U `.. USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. IX Z } LU JACKSTUDS �II FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE I'IAAIFIUM UPLIFT LOAD CAPACITY. Z �� IIINVI NAILING SCHEDULE z w ROOF FRAMING: FLOOR FRAMING: _ w Q U JOINT DESCRIPTION NAIL NAIL NOTES JOIN I DESCRIPTION NAIL NCL NDTCS DTY SPACING QTY SPACING m F RAFTER TO 9'WALL 3 A COMMON EACH TOE-NAIL JOIBTTO 4-,d COMMON PER TDE > TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL HEADER CONNECTION_ Tor PLATE 10 "ALL 4-Ed COMMOry RAFTER su.rola PLAIEDR GIaorR aoisT NUL >- QF CEILING JOIST B'WALL 3Nd COMMON EACH TOE-NAIL BRIDGING 2-ed WMMDN EFlCH TOE D' Q iDTOP PLATE VYWALL 4-51 COMMON JOIST TO JOIST CND NAIL U) Q ¢ CEILING JOIST TO AS PER TABLE 3 EACH FACE BLOCKING EACH TOE m G PARALLEL RAFTER WFCM_SDC IAP NAIL ID JOIST 2-Ntl COMMON END NAIL W Q PROVIDE 1/2" SPACING CEILINGJOISTNPs PS PCR TgBLE3] EACH FACE BLOCNINGTD 3 EACH TOE U Y DVCR PARTITION WFGM-SBC LAI' NAIL SILL DR IDP PLATC Intl COMMON BLOCI( NAIL RAFTER BETWEEN THE END STUD couUxnE ns PER TABLE 34 EACH FACE LEDGEasTRIr -- -- EACH FADE Q AND THE 2 OTHER STUDS TO RAFTER WFCM-SBC END NAIL TO BEAM 3-16d COMMON JOIST NAIL lam\ FORALLOWING BLOCKING EACH TD3 F JOIST ON LEDGER PER TOE m RAFTER w HOLDDOWN INSTALLATION CONNECT CORNER STUD rD RA2-Bf COMMON FTER END NAL TO BEAM Ba COMMON JOIST NUL -a TO TRANSFER SHEAR RIM BOARD -16tl COMMON EACH END BAND JOIST 3- PER END 2 �_" FASTEN WITH (2) 16d TO RAFTER END NAIL TOJOIST 1&dCOMMON_ JOIST NAR \� COMMON NAILS 6" O C. SILLORIOP PLATE 2 16tl COMMON FOOT TOE NCL Y to TOP PLATE / BAND JOIST TO PER m TOP PLATE ) / " � =1 m FLOOR SHEATHING: m WALL STUD A� i SIDEWALL --�0 / ` JDwrDEscRIPTIDN NDTEs In NAIL NAIL N WALL STUD \ ENDWALL DTY- sPATG �' rn �/ \\ /% S TRUCTURAL PANELS 6"OC EDGE ~ n Js� WALL FRAMING: +"oR Less ea COMMON 12,.°c FRLo at X SHEAR WALL CORNER CONNECTION JOINT DESCRIPTION nilly SPACING IN TEs NAIL ''- ALTERNATIVE RAFTER TO WALL STUD CONNECTION TYPICAL RAFTER TO WALL STUD CONNECTION Y a TOP PLATE TO 2.16tl COMMON PER FACE NAIL O TOP PLATEFOOT a 0 TDP PLATES AT 4-ifid COMMON JOINTS FACE O ce SILL GASKET INTERSECTIONS EA SIDE NAIL C 3: ada ' g SIUDTD 2-ifitl COMMON 1. FACE Z W W STUD DD NAIL F Z TERMITE SHIELD HEADERIO PC0C FACE °1 HEADER Did COMMON O ALONG EDGES NCL N Z DBL. SILL PLATES TOP OR BOTTOM 2-dfitl COMMON PER 2x4 SI UU END 2ND.IFLOOR WALL STUD (TO OVERLAP JOINTS} PILOTS TO STUD 3-16 a COMMON PER zxs STUD NAIL 1 ST. FLOOR WALL STUD FLOOR dDIS TBAND JaIST,z-lstl PER /� FOUNDATION WALL p coMMDry FOOT FACE NAIL 2ND. FLOOR PLATE FND.Ioisr na eLDciarvc\ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SUBFLOOR 1ST. FLOOR PLATE ._ RIM BOARD \ �` \ SUBFLOOR - \\ \ " p SHEATHING LOCATION NAIL SPACING NAIL SPACING AT PANEL ANE FIELD NOIES p AT PANELEING SUPPORTS IN AT INTERMEDIATE FIELD •I'PERIMETER EDGE ZONE Btl CDMMgrill"OC Ild COMMON LA 6"OZ SEE NOTES 1,3 RIM BOARD / IN TERIOR ZONE tltl COMMON 6"O C Btl COMMON 12"DC SEE NOI ES:1(BOTH FIELDS) A 1J 1ST FLOOR TOP PLATES SILL PLATES TO FOUNDATION ANCHORING -", _ _ NOTE 2 FOR PANEL FIELD W DOUBLE SILL PLATE - i GABLE ENDWALL RAKE AND RAKE TRUSS Ntl COMMON la 4E OZ &d COMMON 9d 4"D.0 SEE NDTE51,3 NOTES IST FLOOR WALL STUD \' FOUNDATION WALL ANCHOR BOLT CONNECTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY LO -+ p FOUNDATION EIB"DIA ANCHOR BDLF 1 For roof sheathing p feet flay g g pealq P' MCI IOR BOLT CONNECTION ) 0wa ween eco perimeter edge roof including 4leet an each catle of WEI SUPPORTING III UMSPACING Iha4fmr pedmeter l,e zone aaachmenls mqulretl sM1all be usotl fy \\ , d ° SILL PLAIE IO FOUNUAIION iSTORV 72a OG 2 labula1ed 12 mchoc Walls ,LGA CRAWL SPACE OR FOOUNDATION ) paring assumes sheathing rescinder raper/uJI.Pmldng I.....rs wllh Out a9 \\ v For lmming members with a0A2<0w).49,the Falls acing shall be reduced to B anches o G (sl \ SILL PLATE T°FOUNDATION 2 STORIES 3fi'OC m U �\ " CRAWLSPACE OR FOUNDATION -_- 3) Tabuloil4mchre. Ipfl spamng assumes sheather,to rafz,l mass fmmin,memheek wdu G>D49 For rrpp WALL BOTTOM PLATE TO FOUNDATIONi-2 STORIES /,.aid,members.,it,042sGN 49. [,a Wall empire,shall fomented to 3 Inchesoc V TYPICAL MULTI-STORY CONNECTIONS 1ST. FLOOR TO FOUNDATION CONNECTIONS SLAB-CN-GRADE u5L Will L- ]uitARF WAJIUCs FPI` LHI''"I OR M1YSH3) WALL SHEATHING REQUIREMENTS FOR WIND LOADS: O O NAIL SPACING NAIL SPACING AT INTERMEDIATE O SHEATHING LOCATION NOIES FRAMING NOTES _ ATPANeLeocP.s suPPDRTS IN THE PANEL HELD alw^ w 4'EDGEZOW Rd COMMON AIT 0C ed COMMON fe 1T'DG SEE NOTES 1,3(BOTH I"IELDS) IF.All Wood matinds prescnpllve tlestgn n(1995 HBC Ht,M1 Wmtl ) Provitle bloddnglbndging in Floot l^isle at he^.c. Lee card hlocwn,In ll^^gotsis N°TL 2 FOR PANEL FIELD Edlppn Woolf Framing Canstruchon Manual untler Albearle,emils INTERIDIFZONE Btl COMMONI@B"D.0 Btl COMMON @t2"DD. SEE NOTE_0_ (,T] 2),UNA.pihcrwlse noted,all dark,and smacluml wend mal.rel to be k2+BTR Bl Promde Plowable bedles at cave verbs reception rafters.Install duaft blacking as NOTES Douglas Fir needed F O THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN BCI IEDULE NOTES ON 3) Floors,wells,cellings and milers tohespacetl a[t61nda9soc.unlessnp(etl 9) Unlessarclasecalar,noted, should, ,.do ands and wallsPhaveaa.nnuwne.add heads. For shut Plhervdse- LOX eNerlor shesihing,radeplywol PlWiol to cover ovarplates and headers 1) Por wall shealhln,wllrin4 feat pflM1ecorners,Ne4feet edge zone aPachmenlrepulremen[s shall 4) Unless sthandes soil,all heann,wall heatlers to he(2)2x10 K2+STIR-Doug Far 10) Unlees mhembr noted use 3R'tiT&G PTS Fir or Advo^tech plywood subilom be Head Bearing wall headers to he.(2)Jack elutls add(2)full length studs on eacM1 side of all hundred with PD400 adfi.ev.add sri.wed to 0.Ifols-Olmstead poor 1.be lnsPlled 2).Tabulated 12 Inch o c Pall sparing assumes shessag attached to sWtl Framing members with dS It 'T W openln,s LVL heads,,to have(3)led,sllsantl 12)full length studs o^each s,do ofr suhpoor as per manufarl^re's lnsburrom, G>0.49.For fmmlag members with 042sGs,the ell spacings shall he reduril toff Inches ori openings Bean^,wall wlndmv all,shall also have,(2)window sill plates For 2x4..It Ove openings heemor,4'1 and 6'0 and 2x6 wall openings between ill and 813 Preembe fire 11) Gleds,for floor fmslsto be Indhed or anchored to each post or mer wM washpm 3)-For exterlm panel Mile ,galvin@etl box rialto shall be permllled to he substituted fm common ruds r._ ,-x to, antl blodMg whore appllwbl, and Huls Capri contra[.plats that be arnm red war prep,,creel cpnnect.re dM S All flesh haamslhoatlers to be lnsPlletl wllh has tlu1 enrh red Into concrsto wad[a ane nmen 112"flax]"Ion,anchor half with washem antl '� � �njr 49E w y,alvin lhang.mand nets. CLIMATIC & GEOGRAPHIC DESIGN CRITERI 9 ancherswrereappllrabietooll cannocllu'Lifw 12) Loncm[eplam to be3fl bolowgrade and aminamum of ti"shove grade GROUND WINO SEISMIC FROST WINTER ICEGHIE ' 6).Unless oNerwlse noted,all floor fiarnin,material to he#1 ACO presswelrealed SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DE SIGN UNDERLAYF�( 4/ lumber Al fasteners,hangers and anchors to be galvinlzed m stemless 11eel 13) All toot with apli less than 412 shall be nlstated with an l m B War.,Lou Wer of LOAD (MPH) CATEGORY DEPTH TEMP REQUIREOd V . torch down type material oveued Flat roofs r be applied walh aTlberglas hose sheet waw an CPDM 45 LBS 120 B SEVERE SST. MODERATE HEAVYSLIGNT TO MODERATE d1 NONE _ �10 LL D W (D a M o a < d x � q 1 v N DO Z T z fi0'-Dn K U Q lo'-O" 0 O 10,_O,. 1O D.. O m O O o'-o" z _ 1_^___1�___________ ______ ___ ______________________ ________________ __ ___1'c R"_i 8_- -----------------_____ 1_° A______________________ _ _ _ ---------------------------1.4_ 2 - _ _ _ _ - x - - - n r b � r ' - ___________________________________ ------------}C'-ACCF^•`. OIPFNIPIG__ W n o " a c -Z LIJ ABI C1�( will i -------------------------------- - - - LLl z r�P Rxlh _ �'- C7 O FOUNDAPION VFNI Z W uj Q C) I m ^ ff o a 'F, ----------------- Q < 00 �1 J ul U Q 1 m O i I ,.n V IN4ALL IC RFT (MIN. OaRI I CONCRETE PIFR r � TU 'UPPURT GIRUFR Y � (e11-3/n11-7/B IVI —_ - _�- _ _—_ ---_ —_ _ H. N M O O 0 Gti— - _ -�__ - - - - - �� T N O _-~ - a 10._0,. } e 70._0„ b g'-11,. �� � a � 1J 51 p K LL I ' I I i _—___1iN6 ON SLAB) o ° m ------------- jExlsr FOUNDATION a" �i �n >'r ' � . ,� " :, . ' � ' CRAWL SPACE) x i i e _ - n � ______ :(NO _ AfLWST/RFPIACE WAIL p N FOR ADDITION Z r nv r (IF NEEDED) ro 1' -FEEL TANKSMOVED TOMIDDLE ' m �z _ ----------------------------- _ ^ ; -__ (� __� _ _ _ _ ______________________________ ------------------ --------------------- ---------- a ____ , I r A ------------------ ` n. 10' 0" 10' 0" 10' 0' W I 60•_0.. z WEz ,RJ F%TERIOR OR' 60LTS I"'I / q ___ FOUNDATION PLAN WALL ' °IL IDs" AININ�. FR°n ` o P T nOD51 L nuosaL 0 �In aoa�o _ a FLOOR s"L4Tw"6 w --SEE PLANS 1 sLOFE IFIN GRADF AwAr FRO, Mo. FLOOR JOIST6 SEE 6° MIR w - PLAN c �I 4'• 1�0 P L U nODSILL I +w = AN°HOR 60LTs y'%� 11-NENIh DES IT p u r µ4D' p� L d - WI ,Oi" nIN '1 O FO <o ' ' OTING DETAIL w AMENDMENT � _ NOT TO SCALE < qVIIIIIIm 1 � N � O m Z MECHANICAL ROOM ADDED w w 3 5/8" TYPE-X S/R ( o ¢ F- qa APPLIED THROUGHOUT MECHANICAL ROOM ❑ oa ❑ 0 ro � -s'-o" ) Lu LLI W cane 8• -0.. Z (n > Y oUJGJ C01UMN Q 31 Lf]WMN SII LpI IIMAILIMN S SI COMMCOI IIMN GL LOLI IIMN GL CUWMN -�� V O Q - - — — - - - -( o 4 l'I -3/41M-7/H I VJ -_-_- Q I ADDED WALLS FOR MANUAI nFT T DUMBWAITER DUMB WA TP (1 / ©UILU OLIT WALL SFCTIUN AI SIIPPURT IJEW HEADER .� FLOOR JOISTS CHANGED Rsr_u oer>"ua�LCH nLMF FUR n I ) TO W140 9-1/2" WOOD-1 C 7'-4" 11 / ®I5'oc STAIRS m OMMITTED a o ot l x w m Z - - 56._0.. PULLEY SYS FEM 1ST. FLOOR PLAN DOOR CHANGED TO A SINGLE DOOR INSTEAD CABLE SUPPORTS OF A DOUBLE DOOR AND V (MIN 3/16" AIRCRAFT CABLE) LOCATE (MEETD 13"-6" LEFT ' S DP REOUIREMENTS(DP65)) (2) 11-7/6" LVL .,�``,, � "-F J �1 w i POSTS FOR E � (2) 7-I/4" LVL HEADED (DUMBWAITEk) �r1l � �� /.� j —BOTH SIDES FRAME WOR OF HEADER MIN 2 ��" X4 E, uI, MODIFIED GARAGE TRACK / ALL FRAME WORK FOP, Z TO BE INSTALLED ON FRAME FRAME OF DUMBWAITER FOR USE AS A GUIDE FOR TO BE MOLTED TOGETHER F� DUMBWAITER SIDE VIEW W/ MINI 5/16" DIA DOLTS W/ NUTS AND WASI-IERS GARAGE ROLLERS TO BE SIOF New`o ON DUMBWAITER ON (4)) SIDES I. �r ,, D,=F,q�rG•Ff- O USE BOAT WINCH / - ,�� FOR LIFTING AND LDWERI ERIN NG THE - (a DUMB WAIfER BACK VIEW �'"` � 4' FRAME FOR DUMBWAITER M'�` ICU �'�`•, iQT F, DUMB WAITER DETAILS �e5 PLO (MAX WFIGHI LOAD 2008) 0 O A.-MENDME -NT CDa i 0 a s v ry o Y Z � m � w Z w � v¢v o Z O 1n 60 —7' w w c) CD 0 W J AGI A'.q m � 0 < Y Q - - 7' -UCH WAII O m � Ni Q U Y JOISTS CHANGED TO 2X10 Q16"OC , o X � m 1 ry I h ry N � � m J x < l-I GI IAM CUI M CLIUMRI RIDGE CHANGED TO 2%12 �y' Id /�\ POSTS (EVENLY l-1/2X5-1/2 � ANTHC�PUWff-f3 FlAM y }�--� DNO .� . I O r PORT AL ) bL A MMPI _ _ _ _ _ _ _ _ _ _ ___ ___ W O O ____________________________�-__ __ _ _— ___ _ __ _ __ _ __ XR _Xlo R--- W � -__ _ = - __ - --------- --_--- OR SUP M __ ___ __ ____ ________ _ CD _ _____ _ _ _ \ _ — 2 z M DI IAM LOl tlldfi `� � 10' 0" 10• 0.. JOISTS CHANGED TO 2X10 @16'OC STAIRS OMMITTED A 7 > o 1 � PRpVIDF i' HIGH PALING OR WAIL � � � Up Ing O 7' - _ — - - - HIGH R'AI z AS1 Lv 27'-6" �-�'�_ A I�_ OO w .. 60'-On — —. 2ND. FLOOR PLAN AMENDMENT LL 0 Ar DESIGN SERVICES (651) 298-2250 ---------- - -------------------------------------------------------------------- raw on me n et _ - - - - - � - - -, null II_ ------------------- I I I o ------- I I I LU z w I I I I I I I I " W : - I � I I H KNEE WAIL o RIPID UNDER VARTNION WAH'4 � A5oVf LU Ing'. " I I � I I I 1 ^E (GV, �Y r I I I I I _ ------- _ _ - - - - - , FOUNDATION PLAN DRAWN BY: MH March 26, 2005 SCALE: 1/4" = 1'-0" SHEET NO. • dE51GN S��VICE.� (651) 298-2250 draw4u@optonline.net j� MECHANICAL ROOM ADDED 5/8" TYPE-X S/R MECHANICAL ROOM APPLIED THROUGHOUT L 3-n" W WALL LEFT TO BE CLOSED OFF - - - - - $- - - - - -- - - - -o- - - - - - -- --o- - - - - - - - - -rte - - - - - - - - - - - - - Q W PCLOW vFRTIC ni IIT 100(1 IR OAP W/ co 'El LOLKING GATFs T>1 2X4 F#2 ®16"OC W/ KNEEINALL QI i IowER AND CTION Ni aoR ATF NDA' TION AROUND PERIMETER LU I,UWER EO AS PER MIJNGRB IV4RlIC TI0N5 BUILD OOi WALL SELTION TO SI IPPORT NNW NEMER TV RX6 IAN OOIIIM FOR FLOOR JOISTS CHANGED surORTTuaG IPAPER PQ 7, 4„ TO W140 9-1/2" WOOD-1 ®16"OC "'Lot 14Z y 07 J(b R' P' S 6a t DRAWN BY: MH 1ST. FLOOR PLAN DOOR CHANGED TO March 26, 2005 A SINGLE DOOR INSTEAD OF A DOUBLE DOOR AND SCALE: 1 4" = V-0"LOCATED 13'-6" LEFT (MEETS DP REQUIREMENTS(DP65)) SHEET NO- �E.�IGN 5E2VICE5 (631) 298-2250 A51 draw4u@optonline.net JOISTS CHANGED TO 2X10 916 110C c0 M " U T.I � zRIDGE CHANGED TO 2X12 W/ 10) Ea PORT l\ F-1/2X1! ANTHONY POWER REAM PO R SSTS UPPORT --------------------- _ ___ __ __ ____ _______ _ (LINDER TAW RIDGE) J > _ __�__ ___ _______ — ' _ - _-_____________________�_______ / NLY SPACED) _ _ _ ___ _____ _ _ _ _ ______ ` ' ________ ___ _______X � ___ _ I/ass—,/n of [AM Fol LILIN 44 PARTITION WALL l— �����yIyJJJyy GROVE 1ET R ylpil, JOISTS CHANGED3E Y TO 2X10 @16"OC o / D M C p N 4 725 A51 A51 DRAWN BY: MH March 26, 2005 2ND. FLOOR PLAN SCALE: 1/4" = 11-0" SHEET NO- PFLOW SERIES D HYDROLIC VERTICAL LIFT m — MN Prt wlNrn o L7—RI E+.• ��51GN ��.VICES wm.l "s` (651) 298-2250 g draw4u@optonline.net [oPrlorvny wlN "TI' ITH S �-- rllry arenmc SV � LFnsm nu;' 1 _ w"ORSJ<wc LwGlx RAL) _ e �y "ORSJR o I 4o � T, 9 'N� R..,NIOEN m f OVERN M e i P a0a+ _ LIFMFN[E Y� L1/�4_L�A'11 °o NOMINA P¢ L �y w+nlfl >, F�rjl' _ e p LIFE A[ �L m ° MIX.S'9•' MAX ].9M. " LET11 H"O LL LQ USI m In ,. Z H LOGO p h FL(1NR F E VEgI1GLL gLSE NOMINAL 9gg CAIUUAGE BPG IIEILHT 3p MIN 6'q" 9aVIEM'mec3c 33e a 3 RAR '0" �M N IF[LiNF Il4EhN PELDIRL, P FARIIIALFLENGIIi (41/9" AAA, na Np p4 as m L..H A+LI CAl — ES31 NPV A EFFECEIVE[pgR1ALC LCN61H _ IIOVERALLLNII LENGTH E FFFEEILVEEANNU6EWEILNT DRAWN BY: MH o CAERRACETMIF,NE E LrtpNwF]`IIr March 26 2005 r vmncAL wsE i H NPPER LEVEL OPEOCIA LENLTHI IO^PENIE"ELOPENINGIwNRII SCALE: 1/4" 4N No M104ft PW PA * Gump SHEET NO- I@%9,pd Flow