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HomeMy Public PortalAbout09-0400 Kefamily Enterprises 0:55T;' , , #,:, 1 , ,..._41 , .... . pi 1,....,„(...0. CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 09-11-2009 PERMIT#: 090400 WORK DESCRIPTION NEW COMM-ICE VENDING MACHINE WORK LOCATION 715 FIRST ST OWNER NAME KEFAMILY ENTERPRISES,LLC ADDRESS PO BOX 2841 CITY,ST,ZIP TYBEE ISLAND GA 31328-2841 PHONE NUMBER CONTRACTOR NAME MRM CONSTRUCTION INC ADDRESS PO BOX 2815 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $1,635.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $120,000.00 TOTAL BALANCE DUE: $1,635.00 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: i . i6- P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org „.-,, ..___,' . • . , 02 ,.474 City of Tybee Island • Community Development Dept. ,- 4----, 0, I, .virtu,-, :''....:.. ..,, : Inspection Report • i . . •1 p Se,, ,, : 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 3132B • - !-!,•-•.c,d,s;:k Phone 912.786.4573 ext. 114 • Fax 912.786.9539 , , / / Permit No. /-).? /2(-1/4° 7,- '– Date Requested 7 . Owner's Name , . c -,- - /4 Date Needed Agiii/c,2',. ' .'—-1,.._ Gen. Contractor f--t,:,/77‘,rw4(.., Subcontractor' ...._ _ _ , Contact Information 1:_<rei rxii , ,z_i-7- 2:6-16, Project Address Scope of\Work Or37--- 1 Inspector Date of inspection ' 1 Inspection ic 1 - Pass : Fail C3 Fee • ,-, ii 1 --- .,: Inspection .•;) , i,-- ,, i Pass 0 Fail [3 Fee z„/' ' ( co - ,..!e9r.".iiyie--77 ,‘ -f-,/cA41,04,6j-Z) ; ,,,.... ,..0,.;4.4.3, . -- - /-7 / 1 i i,,,Lilt 0-, 76-26.7..1, "--* , ....?ai.;),- i ,,,,,., ,.: / _ ,,,,,_z . I ,,,92%14551;i PO /7' ” 7, 1-1/7.-1`-'-fr ' / ,, 14,A.... , /41/( "---7,,,--' --fc,i 6.6/7„i4t...--- . i, ei -z,lirlfi- ' 1 a(...5(:,..5s,,,,...:(2.1 I 1/2),4;7, -;- j'. ,e. , .14;6,:,,,4'1.) ///4., 14.'le- '.7 I / 1•' • ) //i'4''4•?1/4. L 1 ,r,as Inspection Lir' - Pass F a 1 - Fee I-1-002w ...v ef-o,,;-.0))-47:...- Ai 4 .:,,,--1-7,..-:i ai,1 I (&,IA /i 1 ---) \\ 1 .) ) )- - < ' + ) --,!) 5 c...-05,-:_7 z,i) --4A-r-:_z Inspection Pass 0 Fail c3 Fee CY■ City of Tybee Island • Community Development Dept. , 4, , Min v ; ',-••, ••.7, ' Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 ,•,• •.. Phone 912.788.4573 ext. 114 • Fax 912.786.9539 i l'h*b1-111,54:R e rm it No. Date Requested , .. _,-0, ,.. )wneris Name "t?- j-1-71,-/4'...k-j Date Needed ;3en. Contractor Subcontractor , ,- "_..'ontact Information /4.-P:__:_l;:.L.I .___(a_a_2_L_2.(;_ 1 roject Address 7i5 P - i 77 -7.- -:.Y....1.14 ,f2.711- I i cope of Work il ,if.- l4ra-e\OP-Z7 nspector ---2 ir-/ Date of Inspection ,,,7:"Aaar. °C36 nspection_ it.);14/ i--/Ai4-/ / Ik; Pass ED Fail , Fee nspection Pass Fail Ej Fee 11 nspection Pass Fail 0 Fee [ nspection Pass Fail Fee _ 1 .. /-1 /...',." ''",. ( f (1,1,..)t----- • ) , ■ •' ' "'-4/ C-11/,:::ri-i .._ City of Tybee Island • Community Development Dept. ,,-— ' •••, Inspection Report ':... . .., 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 3132a aralgi , •,,,■ Phone 912.786.4573 ext. 114 • Fax 912..786.9539 • -—--.—- .A.iiitd?-ir:'( /1 / / Permit No. , CI - ) C-)C.) Date Requested i oill110`"-1 Owner's Name VE.--11-4011L\/ Date Needed e 27 0 i „,, Gen. Contractor )(e•1 ----, 1-4 (.... .-14,--) Subcontractor , Contact Information k:„E III -1 (,c;6-1-2&-//:: _ i / - LI ' 1 ,-..E IA ____ 0.• ' Project Address f71 ,, - -- ''-:54-0..r: '-'- 4....... Scope of Work I CrE_V'E-' Ob 2JLfl1j .._ Inspector a2C Date of Inspection /('A ..,. .er_: , ,” 1 Inspection .....=4-4,. ,.,"' "; . i AL.' 1":1 "7" Pass . -N Fee• 1 . D _ 1 [ > 1 1 Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee I Inspection Pass Fail Fee ill• _ / \\\(//° ttti TX Result Report P 1 10/22/2009 09:31 Serial No. CM35228060004 TC: 120416 Destination Start Time Time Prints Result Note Georgia Power 10-22 09:30 00:00:46 8g001/001 OK gg Note MIX: Timer Origginal TX11CALL:OManual1TX, CSRCZeCSRC.gFWD:FForWard. PC': PC-Fax. MID:: Double-Sided yy : Confidential. BULn,BulletinC1SIP: SIPnFax.FIPADR:FIP Address Fax,-TX . I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. Sr- RELEASES FOR ELECTRIC SERVICE FROM TXSEE ISLAND FOR SAVANNA73 ELECTRIC_FAX TO: Lynn Brennan ■1 =9.4.1=3PS.3,7 Phone 912 Salo- a3 6-24oS G'Q+L..r 3c'- 62S Location Address J - ��T�S�� Lot# Release Date: t Type of Release: Temporary V Permanent Subd Name: � Q /� Electrician: y�l ^��� _ Electrician Phone Number: .v =/leT OwnerBuilder: 14-a Ga4,07 i ( Phone Number: kC i a-* N�eae4cr1ctiti Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: -Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: )wnerBuilder: Phone Number: 111& 4g1' =j s Ni F IN, IRO WO/ RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan M444=35,37 Phone 912 3 0 - to L(b goeo- S- Cn..+-►,y 308- 2"37 Location Address: f7 ra. Lot# Release Date: t /CR Type of Release: Temporary 1 Permanent Subd Name: Electrician: _ . JF Electrician Phone Number: 404-ALA Owner/Builder: 1412. 1(144/14.4 E134*. Phone Number: Vii {-4 6g7-7.1A9 �l k l"b(Z LC..E 'Ve.01)1 3 WlAG4-1141E-- • Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: -Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 09 ° o C DES.is 4% 1 t=;cSV Sk. Location: Lb; 3(o VI y gopIN # 4 -3 9 NAME ADDRESS TELEPHONE Owner CF .c E -. "4S r u- L l b OC'z`E&O t tia✓4 s a. �4J-K-- Architect Pp.4 Z 9 j2 - fob? -I V/ or Engineer 13.3... * Building Ptottil3 -4-}.3 �►z^ off—34�� (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes n Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ) I Demolition ❑ Substantial Addition ❑ Multi-Family ❑ Other Commercial Details of Project: t 4.-1 .310\ i -5& TQ14`( 7�-1. . Estimated Cost of Construction: $ 120 1 000. — Construction Type 2- (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood &Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: Remarks: 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 SU,vf :Dc Living space(total sq. ft.) # Off-street parking spaces 1 Iilt Trees located &listed on site plan t✓ Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) ieS f<A-0S # Stories 1 Height 10 Vertical distance measured from the average adjacept 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 1t\'6 On-site waste and debris containers will e provid d by ep 4 _ Construction debris will be disposed byUt\MX... e by means of r V)AdL klikm cQ,v' 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 ._.- ire .raina_ impaired by this permitted construction. Date: [LA ( a el Signature of App ic: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: ignature D ate FEES Zoning Administrator ;,,V,.' c , • Permit (0/J5 Code Enforcement Officer Meow/ /' Inspections 3(p 0 Water/Sewer ��' -� // _/ Water Tap-, o9—o 3J4 Storm/Drainage i j 11 Sewer Stub pd.09-0344 Inspections /Wig, to Const. 4160 City Manager CC f2 poi. 0C-0 3 y y TOTAL IEEE NATURAL NUOURCES lr 5 GEORGIA 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 contami_n a '• •, or unusual site conditions may have EPD regulations that could affect the project Un+ersigne Date \ccAl ' L G Printed Name Office Use Only: Project Address: Permit Number: Dianne Otto From: lahbos [lahbos @bellsouth.net] Sent: Friday, September 11, 2009 2:48 PM To: Dianne Otto Subject: Re: ice machine-gallons per day S The estimated useage will be 165 gallons per day. X 11 4 Let us know if you need more info. Mark Boswell, P.E. IT l.0 ID a AT- Original Message From: Dianne Otto To: 'lahbos(a�bellsouth.net' Cc: Jonathan Lynn Sent: Friday, September 11, 2009 12:17 PM Subject: ice machine-gallons per day Mark, Please provide the estimated water usage for the ice vending machine in gallons per day. Thank you, Dianne Otto,CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 1 5: Special Pre-Construction Note ; K WITHIN ANY GEORGIA D,O,T, Contractor to verify all existing and proposed T BE APPROVED AND PERMITTED ;IA D.O,T, structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. GENERAL UTILITY NOTES; 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. ,LED TY 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL )-I- EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CON✓'=LICT WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE D EXPENSE OF THE CONTRACTOR. �Qai �, tn 0 3, WATER USAGE FOR THE SITE (not including irrigation) WILL BE Q, > APPROXIMATELY 60 GPM AVG. DAILY FLOW; THIS FLOW IS z CALCULATED AS 15 GPM FOR RESIDENTIAL OCCUPANCY AND 4 UNITS, 4, WATER LINE TO HAVE RESTRAINED JOINTS, . D •a l• • °e• j • -pRNED 5, ALL WATER MAINS ARE TO BE C-900 PVC. ;;4..\� 6, ALL SANITARY SEWER LINES ARE TO UTILIZE RUBBER it GASKETED JOINTS AND CONFORM TO ASTM 3034 FOR LIE PIPE 15" AND SMALLER. i( 7. SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB !. OUT IF PROVIDED. ( o. WATER LATERAL r-ROM4 $?1 TO METCR IC TO BC INCTALLCD Iran!) - -. - . - -- - - - . . . . . -• -- - - IEEZZE OUT THE WET T,k —rqT TI IC MAIN. 9, CONSTRUCTION WATER IS TO BE METERED THROUGH AN APPROVED j BACKFLOW PREVENTION DEVICE AND FIRE HYDRANT METER OBTAINED i FROM THE CITY OF TYBEE ISLAND'S CONVEYANCE AND DISTRIBUTION DEPT, 10, ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN , Pe ACCORDANCE WITH THE CITY OF TYBEE ISLANDS'S LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS, 12" I 12" 11, AN APPROVED WATER SUPPLY FOR FIRE PROTECTION/ EITHER TEMPORARY 1 OR PERMANENT, SHALL BE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVES ON SITE, 12, A MINIMUM OF 10' SEPARATION MUST BE MAINTAINED BETWEEN WATER AND SEWER MAINS, 13, #12 GA. WIRE SHALL BE INSTALLED WITH ALL WATER/SEWER LINES, 14, WARNING TAPE SHALL BE INSTALLED WITH ALL WATER/SEWER J-, sill LINES AT 1 TO 2 FEET DIRECTLY ABOVE LINE, COATiNG 15, A MINIMUM SEPARATION OF 2 FEET IS REQUIRED BETWEEN ALL 0Sl3.1- WATER TAPS AND SEWER CONNECTIONS, 5-7_ 0q 16, 4'1 SANITARY SEWER LATERALS SHALL BE SDR 26 PVC AND HAVE C- 5- A MINIMUMSLOPE OF 1%, IIIIN 4 I: 4fir 18. ALL WATER LATERALS ARE TO BE POLYETHYLENE OR APPROVED EQUAL, --• , ni,n r7nnlc 1-4,--i,,raTC A anitai'v. etc), r,-)P5 ARTICLE II.WATER SYSTEM http://library6.municor com/default-test/DocView/14104/1/102/104#... (c) Aid to construction fees. In addition to the above tap and stub fees, the following aid to construction fees will apply: (1) The mayor and council seek to expand the city's existing wastewater treatment facilities, and (2) The mayor and council desire to ease the burden of such expansion of its facilities on the current users. The city council enacts the following aid to construction to be applied to customers that wish to connect to the city's wastewater utility system: a. In order to connect to the city's wastewater utility system all users shall pay an aid to construction fee in addition to any tap or other fee required. The aid to construction fee shall be paid prior to connecting to the city's wastewater system. A written agreement between the city and each user will be executed upon payment of fees and prior to construction of facilities. b. The aid to construction fee shall be set by the city council as an aid to the cost of expanding or upgrading the city's wastewater treatment facilities and/or collection system, including future expansion of the plant or upgrading the facilities (including legal, engineering, construction, and administrative costs) at $4.00 per gallon per day of anticipated use. In addition, such fees may also be used as an aid to financing the improvements to the potable water system of the city, including, legal, engineering, construction, and administrative costs. c. The aid to construction fee shall be calculated by the city and shall be based on the average daily consumption of each type of establishment as outlined in subsection (c)(2)d. of this section. d. The following water use standards shall be used by the city in establishing the average daily consumption of users for the purpose of calculating the aid to construction fee. Where categories are not listed, the city through its consulting engineer will calculate the project's contributory load factor (wastewater usage) and present the calculated load factor to the city council for approval. e. In connection with additions of heating and/or cooled space to existing structures, the aid to construction fee shall apply upon application for a building permit to such structures and shall be calculated at the rate of $0.50 per square foot of the additional heated and/or cooled space. TABLE INSET: Water Usage Aid to Construction Type of Structure in Gallons Per at$4.00 Per Unit Day Apartment, and other dwelling units Assembly hall 3 per seat $12.00 Barbershop/beauty parlor 125 per chair $500.00 Boardinghouse** 100 per room $400.00 Bowling alley 50 per lane $200.00 Church without day care or 5 per seat $20.00 kindergarten Clinic 150 per exam $600.00 room 1 of3 09/11/2009 10:37 AM ARTICLE H.WATER SYSTEM http://library6.municor'"com/default-test/DocView/14104/1/102/104#... Correction institution 125 per bed $500.00 Country club, recreation 25 per member $100.00 Facilities only: Day care center, no meals 15 per person $60.00 Dental office 200 per chair $800.00 Department store t0 per 100 sq. $40.00 Drug store: 500 per store $2,000.00 Fountain service - add 1500 per store $6,000.00 Meals - add 50 per seat $200.00 Food service establishments with restrooms and kitchen:** Restaurant, less than 24 hours 32 per seat $128.00 per day operation Cafeteria, less than 24 hours per 63 per seat $252.00 day operation Restaurant, 24 hours per day 100 per seat $400.00 operation Drive-in restaurant 50 per car $200.00 space Carry-out only f 5 per 100 sq. $300.00 Hospital 250 per bed $1,000.00 Hotel, no kitchen 100 per room $400.00 Kindergarten, no meals 15 per person $60.00 Kitchen for day care, kindergarten 20 per person $80.00 Laundry, self service 200 per $800.00 machine Laundry, commercial 1,000 per $4,000.00 machine Mobile home park 300 per site $1,200.00 Motel, no kitchen 100 per room $400.00 Nursing/personal care home 150 per bed $600.00 Office 30 per 200 sq. $120.00 Physician's office 200 per exam $800.00 room Prison 60 per person $240.00 Schools: Boarding 100 per person $400.00 2 of 3 09/11/2009 10:37 AM ARTICLE II. WATER SYSTEM http://library6.municori^com/default-test/DocView/14104/1/102/104#... Day, restrooms only 15 per person $60.00 Day, restrooms and cafeteria 20 per person $80.00 Day, restrooms, gym, cafeteria 25 per person $100.00 Service stations: Car wash only 1,000 per stall $4,000.00 Fuel and oil only 300 per pump $1,200.00 Full service 850 m plus 300 per $3,400.00 and $1,200.00 ft0 per 100 sq. Shopping $40.00 pp�in g center Stadium 2 per seat $8.00 Tavern, bar, cocktail lounge - no 30 per seat $120.00 meals Theater 5 per seat $20.00 Travel trailer park: With independent water and 175 per site $700.00 sewer connection Without independent water and 35 per site $140.00 sewer connection Residential construction $1.00 per square foot of heated and/or cooled space* *$1,200.00/unit minimum; $1.00 per foot above 1,200 square feet. **Add 500 gallons per machine to amount indicated if laundry or dishwashing machines are to be installed. (d) Shallow water wells for irrigation. Consistent with the city's policy promoting the use of shallow water wells for irrigation and other appropriate purposes, where appropriate and consistent with all regulations pertaining to the same, any individual who has previously purchased a water meter for the operation of an irrigation system which is being rendered unnecessary by the implementation of a shallow water well shall be entitled to a refund on the charge for the water meter imposed pursuant to subsection (b) of this section upon returning the meter to the city. Thereafter, such system may not be reconnected to the city's water system without resecuring and repaying for the meter. (Code 1970, § 20-20; Code 1983, § 6-1-10; Ord. of 4-27-2006(2), §2) 3 of 3 09/11/2009 10:37 AM Dianne Otto From: davisenginc @bellsouth.net Sent: Tuesday, August 25, 2009 11:44 AM To: Dianne Otto Subject: Re: FW: unsealed drawings Diane, I leave the building design to our Building Plan Review Consultant, the Chatham County Department of Building and Safety. However, I offer the following site related comments. I previously returned all site plans to the City. The 9'x26' size is larger than I remember. This may not be a problem,but the site plans need to be referred to. THIS UNIT IS NOT DESIGNED TO BE PERMANENTLY LOCATED IN A FLOOD HAZARD AREA is in bold on the left hand side of the front page. As long as it is on wheels, it is not mobile. Building Site Installation Requirements Note#1 on the 1st sheet refers to information on Page 6 & 8. I found what I felt was the appropriate information on the 16th and last page which is labeled BL1. If Ray finds the building footprint to match that shown on the site plan and he finds the staging plan to be acceptable, I anticipate we are at the end of the permitting process. Please feel free to call me if you have any questions. Downer Original message from Dianne Otto <Dotto @cityoftybee.org>: >Downer, > > See attached. Ice machine. > > Dianne Otto, CFM >Zoning Specialist > City of Tybee Island > 912.786.4573 ext. 136 > > Original Message > From: Keith Gay f mailto:viper2fly @hotmail.coml > Sent: Tuesday, August 25, 2009 10:59 AM > To: Dianne Otto > Subject: Fw: unsealed drawings > > Please pass this to Mr. Ray for his review. Thank you. > > Keith M. Gay > > Sent from my Verizon Wireless BlackBerry > > Original Message 1 >From: IcemanRS@aol.com > >Date: Tue, 25 Aug 2009 14:07:35 >To: > Subject: unsealed drawings > > > > > > > > ******************************************************************************** > ******************************************** > > This email and any files transmitted with it are confidential and intended > solely for the use of the individual or entity to whom they are addressed. If >you are not the named addressee you should not disseminate, distribute or copy >this e-mail. Please notify the sender immediately by e-mail if you have received >this e-mail by mistake and delete this e-mail from your system. Please note that > any views or opinions presented in this email are solely those of the author and > do not necessarily represent those of The City of Tybee Island. The recipient > should check this email and any attachments for the presence of viruses. The > City of Tybee Island accepts no liability for any damage caused by any virus >transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA > 31328 > > ******************************************************************************** > ******************************************** > 2 PINE AVENUE 50' R/W S 34°31'24"E 99.99' W4 5/8" RBS 10' DRAIN. & UTILITY ESMT. ANING CMF o o o, N XH N 34°31'24"W 90.00' cn CI 1 r) w , „) (c)(,/ (''‘' c P_, z,3 . _ m t4 6° I LOT 45 I v. LOT 46 LOT 47 rnl I CZ 7 L/0 w q o E w 10.00' W z I S 34°31'■4"1 100.02 > 1 2" 'BF 5/8" RBS ■ 50, 81R,4,5(). 7 --rc3 cn a a � � 10' DRAIN��. � TILITY ESMT. I � Q,' / LOT 355=1 O T 36 0 LOT CESS ESMT.I �� ) ] CD oo o 0 18.87'Lc) `. �; o V�,�1�1 to in ACESS ' � rn J M Z tO I ` 11-. 64' 5 0„ gBF 14 50.59 .3 .. a RB:. co 5�g° RBF •�— 5/ 1.23 viva. 0.33'-40' ° 9�,w DRAIN• & UTIT�P`l N4 54 10 ter'" Hwy S0 / cl U. S. PLAT OF LOTS 36 & 37, FORT WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA REVI MAY , 2009 TO SHOW ADDITIONAL ES12MTS. FOR: KEITH GAY\ (AL \ • C / EQUIPMENT: TOPCON AP-L1A f7 ...Q \eP -..\ v �� ERROR OF CLOSURE 1 LINEAR: 1/- `1v� ANG: - ``JA\J� BALANCED BY: - PLAT: 1/ SCALE: 1" = 30' FEBRUARY 18, 2009 SURVEY J. WHITLEY REYNOLDS APRIL 9, 2009 PLAT FILE N0. 09-12A LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C 30 0 30 60 90 SAVANNAH, GEORGIA 31405 • • • • • TELEPHONE: 912-352-0464 • • • • • FAX: 912-352-7787 GRAPHIC SCALE — FEET DESIGN CRITERIA • r BASIC WIND VELOCJT PRESSURE: 44 PSF BASIC WIND SPEED (LOCATION): 146 MPH CHATHAM COUNTY 1 MSDU I i HOL,' BASIC WIND SPEED (DESIGN CAPABILITY): 150 MPH BUILDING o `o SEISMIC HAZARD EXPOSURE GROUP: 1 PPROVAL D . .. SEISMIC PERFORMANCE CATAGORY: C ö i_-- o (' �L q ACTAL f ROOF SNO LOAD: ( ) 50 PSF --L, ROOF SNOW LOAD (LOCATION): 0 PSF q ° ROOF SNOW LOAD (DESIGN CAPABILITY): 50 PSF CIF^ A FLOOR LNE LOAD: 125 PSF EC` RICAU.11�, a Y--- , CORRIDOR LIVE LOAD: N/A 25^a • 7/y pg i BALCONY LNE LOAD: N/A i.UMBIR :__,.,,. STORAGE LIVE LOAD: 125 PSF , S�e ` ° Z WITHIN FIRE LIMITS: NO NECH le l" Q MANUFACTURER INFORMATION THIRD PARTY INFORMATION MANUFACTURER INNOVATIVE PACKAGING TECHNOLOGIES, INC. HWC — Hilborn, Werner, Carter & Associates, Inc. 1ti� & MAILING ADDRESS: Myrtle DRAWING INDEX k„. __+��.� _- 455 OAK SPRINGS ROAD 1627 South M rtle Avenue LIFE . CLARKESVILLE, GEORGIA 30523 Clearwater, Florida 33756 DRAWING NO DESCRIPTION OA. z R) - - ' 584-8151 CV1 COVER SHEET SP c1 SPECIFICATIONS c6 CODES BUILDING INFORMATION APPLICABLE CODES: C2 CALCULATIONS C3 NOTES / STRUCTURAL LOAD LIMITS All construction must C-- WO g STATE OF GEORGIA CODES PROJECT NAME: MINI CUBE ICE STORAGE/VENDING Al FLOOR & ROOF PLAN/ SECTIONS The International Building Cod e 2006 International Building Code with GA State Amendments:2007,2009 LOCATION: TYBEE ISLAND, GEORGIA A2 FRAME PLAN /SECTIONS & DETAILS -ditiot7 and State of IcieOrall 2006 International Plumbing Code with GA State Amendments: DEVELOPER: , PACKAGING TECHNOLOGIES, INC. 2007,2008,2009 — A3 ELEVATION ENDWALL/WALL SECTION ? ��— U 6 SE GROUP: STORAGE 2008 National Electrical Code with GA State Amendments:2009 A4 DOOR DETAILS & PANEL NOTES W $ 2006 International Energy Conservation Code with GA State Amendments: CONSTRUCTION TYPE: 5B A5 ICE MAKER DETAILS 2008,2009 OCCUPANCY STORAGE TAUS UMUT➢S MOV DESIJO ED Fon FLOOD&RMS.MIZ. OCCUPANCY LOAD 0 A6 EXTERIOR ELEVATIONS G ELD LDOND OF,GIO7 DESIIGCWED 40 BE DERLYIAMEET4LV LOCNUUD BUILDING HEIGHT +/— 8'-6" El ELECTRICAL RISER DIAGRAM � I1rf1 f1 ] �a� 1{?t1 ifltl 7� fl A FLOOD 4,IAE&F1DAREAl. TOTAL SQUARE FOOTAGE 230 E2 ELECTRICAL PANEL DIAGRAM tlliT?ly wittT 1n#Cltic#IC1�al ILJTii }il11J v E3 ELECTRICAL PLANS & DIAGRAMS E d an and State BUILDING SITE ENGINEER / DRAWING INFORMATION TRAILER FRAME MANUFACTURER E4 PLC PANEL WIRING DIAGRAM r > t r `Ia 1 SeTTdments Q INSTALLATION REQUIREMENTS P1 PLUMBING DIAGRAMS ill LYUDMILA L. GURTOVAYA, P.E. Hudson Bros Trailer Mfg. Inc BL1 BLOCKING PLAN 1. FOOTINGS, FOUNDATION WALLS AND PIER LOCATIONS SHALL BE IN CONSULTING ENGINEER 1508 Hwy 218 West All Ek tr al Installations must ACCORDANCE WITH THE BLOCKING PLAN ON PAGE 6.0 AND THE CROSS SECTION 4100 WASKOM DRIVE Indian Trail, NC 28079 ON PAGE B.O. FOUNDATION PLAN BY OTHERS. , ", '11,ly w, 2. PROVISIONS FOR UTILITY CONNECTION AND PLUMBING DRAIN LINES SHALL BE PLANO, TEXAS 75024 Phone: 704,753.4723 12, Edition o1stl and Electric �. INSTALLED Al'THE MODULAR BUILDING'S INSTALLATION SITE. <:od7 , Edi#ion and Stste 3. ALL FEEDER,SUPPLY, MAIN DRAINS, ETC. FOR ELECTRICAL, SANITARY AND 972-987-8520 of Georgia Amendments WATER SUPPLY SHALL BE INSTALLED AT THE MODULAR BUILDING'S INSTALLATION A-, SITE. DATA PLATE & LABEL LOCATIONS: ALL LABELS WILL BE LOCATED NEAR THE ELECTRIC R@ Vea PROVISIONS OF THE CODE TO VERIFYUTHE MODULAR AND/OR BUILDING COMPLIANCE AT PANEL BOX UNLESS OTHERWISE NOTED Chatham County ma/n on b SS eof Plans MUSt Jo THE SITE at All i r ... 5. ALL HANDICAPPED REQUIREMENTS FOR THE ACCESS, EGRESS, AND UTILIZATION OF THIS MODULAR STRUCTURE SHALL BE PROVIDED AT HE SITE IN ACCORDANCE WITH LOCAL JURISDICTION REQUIRMENTS AND APPROVALS. REVIEW FOR CODE COMPLIANCE 6. ANY AND ALL SPRINKLER SYSTEMS, FIRE ALARMS AND/OR ARE SITE LOCATION: °'0 EXTINGUISHERS REQUIRED BY THE LOCAL JURISDICTION SHALL BE INSTALLED AT TYBEE (�ILA�CJ GEORGIA effort has been made to identify ' ��GiSTF9� < W THE SITE AS REQUIRED FOR APPROVAL AND COMPLIANCE. ' _ a 7. SITE WORK INCLUDES, BUT IS NOT LIMITED TO,ALL FOUNDATION WORK, SERIAL NUMBER: ITB_1OSD Code viclations, no oversight by the —i Edo, 31350 _r ANCHORING SYSTEM, SERVICE CONNECTIONS, SETTING k LEVEUNG OF THE UNITS, 'PROFESSIONAL 5Q _ THE COMPLETION OF SIDING AND ROOFING THAT IS NOT COMPLETED AT FACTORY, MANUFACTURER UNIT NUMBER: MINI 09-100 reviewex shall be construed as authority 1— REMOVAL OF TIRES AND/OR HITCHES (IF DESIRED), THE COMPLETION OF to violste, cancel, alter or set aside INTERIOR TRIM WHERE NECESSARY, THE COMPLETION OF AU. MODULE GA DCA NUMBER: 95229 g INTERCONNECTIONS (ELECTRICAL/NJATER/ V), AND HE COMPLETION OF ALL STATE OF GA SYSTEMS APPROVAL NUMBER: 96619 y applicable le codes or ordinances, The `c /NEEQ' J WALKAYS/RAMPS/RAJUNGS/ EXTERIOR LIGHTING, ETC. GA. REPORT NUMBER: 2300-0005 review and pe.ciuit should not be construed THIRD PARTY APPROVAL NUMBER: HWC # 131190 as a warranty or guarantee. w APPROVAL FOR: STATE OF GEORGIA �' r ►43:4--.. �� Tewed By . Date _� W CV 0 g 440,, RECEIVED GENE°, ,L PRODUCT SPECIFICATIONS M N _ O U FRAME/CHASSIS INTERIOR WALL CONSTRUCTION: PLUMBING: N Z AXLE: 2 5200# AI-Ko ULTRALUBE w/ ELECTRIC BRAKES PARTITION WALL FRAMING: WATER CLOSET (STANDARD): NOT APPLICABLE o TIRES/RIM: 4 225 / 75 D15 (BIAS) Z = WATER CLOSET RUNNING LIGHTS: 1 SET RUNNING LIGHTS & WIRE WALL STUDS (FULL): NOT APPLICABLE (H.C.) NOT APPLICABLE o 0 HITCH: 1 STEEL WITH FIXED 2-5/16" BALL COUPLER WALL STUDS(HALF): NOT APPUCABLE LAVATORY (STANDARD) NOT APPLICABLE FRAME: 3"x5"x a" ANGLE 0 8.2# LAVATORY (H.C.) NOT APPLICABLE TOP PLATE: NOT APPLICABLE MANUFACTURER: HUDSON BROS. TRAILER MFG., INC. URINAL: NOT APPLICABLE PAINT: ASPHALT BASE TYPE, SEAL TITE TYPE GW BOTTOM PLATE: NOT APPUCABLE SINK: WALL MOUNT BOBRICK STAINLESS STEEL OR EQUAL °' LOAD RATING: 10,000#; GVWR: 12,290# WITHOUT ICEHOUSE PLENUM WALL: NOT APPUCABLE WATER COOLER: NOT APPLICABLE FRAME TIES: SPACING AS NOTED ON BLOCKING PLAN INSULATION: NOT APPUCABLE HOT WATER HEATER: OPTIONAL - EEMAX 6VA ELECTRIC o z SUPPORT POST: NOT APPUCABLE UNDER SINK PER LOCAL HEALTH w FLOOR SYSTEM: WALL COVERINGS: DEPARTMENT REQUIREMENTS o 8 FLOOR LOADING: LIVE LOAD:125 PSF DEAD LOAD:10 PSF FINISH: 26 GA. GALVANIZED STEEL BOTTOM BOARD: NOT APPUCABLE INTERIOR TRIM AND FINISH: ELECTRICAL: FLOOR JOISTS: 3"x5"x a" ANGLE ® 8.2# Z DECKING: 3/16" STEEL PLATE FLOOR DECKING CEILING PERIMETER TRIM:26 GA, GALVANIZED STEEL REFERENCE EQUIPMENT ELECTRICAL INFORMATION PAGES El TO E4 CIS R INSULATION: PREFABRICATED INSULATED PANELS WALL TRIM: NOT APPLICABLE HVAC: in BASE TRIM: NOT APPLICABLE CEILING TRIM: NOT APPLICABLE UNIT: NOT APPLICABLE 8 g EXTERIOR WALL CONSTRUCTION: WIND LOAD: 44 PSF ROOF SYSTEM: BLOCKING/PIER SPACING: WALL HEIGHT: 9'-2" ABOVE TRAILER DECK ROOF LOADING: LIVE LOAD:50 PSF DEAD LOAD:10 PSF 1. PIERS AND FOOTERS ARE TO BE DESIGNED TO MEET LOCAL REQUIREMENTS. 0 WALL STUDS: PREFABRICATED INSULATED PANELS / CHANNELS RAFTER TRUSS: PREFABRICATED INSULATED PANELS / METAL CHANNELS TOP PLATE: PREFABRICATED INSULATED PANELS/ METAL CHANNELS SHEATHING: NOT APPLICABLE 2. FOOTINGS ARE TO EXTEND BELOW THE LOCAL FROST LINE WHEN REQUIRED BOTTOM PLATE: CONTINUOUS METAL TRACK OVER ROOF: NOT APPLICABLE BY CODE. INSULATION: PREFABRICATED INSULATED PANELS ROOFING: PREFABRICATED INSULATED PANELS/26 GA GALV. STEEL 3. POURED CONCRETE IS TO BE MINIMUM 2500 PSI, 28 DAY STRENGTH. 7141 4 EXTERIOR TRIM FINISH: OVERHANG: NOT APPLICABLE 4. CONCRETE BLOCK IS TO BE SET UTILIZING TYPE "M" OR "S" MORTAR OR TRIM/FINISH: CANVAS OR PREFAB AWNING DRY STACK WITH SURE WALL BLOCK BOND. ot SHEATHING: N/A INSULATION: PREFABRICATED INSULATED PANELS/26 GA GALV. STEEL 5. BEARING STRENGTH OF THE SOIL IS THE RESPONSIBILITY OTHERS SIDING: PREFABRICATED INSULATED PANELS/26 GA GALV. STEEL CEILING SYSTEM: INCLUDING BUT NOT LIMITED TO THE GENERAL CONTRACTOR / BUILDER / TOP TRIM: 26 GA. GALVANIZED STEEL OWNER. BOTTOM STARTER TRIM: 26 GA, GALVANIZED STEEL 6. PIER DIAGRAM SHOWN SHALL BE MINIMUM REQUIREMENT. CEILING FINISH: PREFABRICATED INSULATED PANELS/26 GA GALV. STEEL CITY OF TYBEE ISLAND 7. FAILURE TO SUPPORT STRUCTURE AT EVERY BLOCKING POINT MAY CAUSE WINDOWS: STRUCTURAL DAMAGE OR FAILURE. O 1ZONING DEANIMIIIIT WINDOW TYPE: NOT APPLICABLE FIRE/SECURITY: z z A, t EXTERIOR DOORS: IF REQUIRED BY LOCAL JURISDICTION: MUST BE PROVIDED ON SITE BY OTHERS I,111,111‘' tv TYPE 1: 36"x 84" STEEL/STEEL DOOR INSULATED SHIPPING DATA: SEE DOOR DETAIL SHEET \�� APPROXIMATE SHIPPING HEIGHT: 16'-6" WITH ICE MACHINE INSTALLED ON STORAGE ROOF r / o\� e ACTUAL FLOOR SIZE: s'-6"x 16'-6" 1 �'�" j � �� C,°�.\a TOTAL SQUARE FOOTAGE: 230 S.F. u\o,, \;,\�c oig APPROXIMATE SHIPPING WEIGHT: 3,000 lbs 0 Q ce S 1 S DIM CLOTH IN PLACE �e '�'�` �'��'° ,R, rF�,� '� e���U� —i' No. 31350 _1 ��.` \g E A PROFESSIONAL 1 N o .\�\��` �e� ��� � ��i��.i Installations must °°� \\e��. complyWith'The National Electric \fNEand Staff rji A,mnd tints RP J �r : l , ' g F M .. F _ N O U in z H=32#/sf a� a L (ij 0 _ [-.1,5J --y* CD .125" .093" os, --cu - 11 a STEEL ANGLE .. i y U—CHANNEL U—CHANNEL 9 co Z 0 CHECK ROOF PANEL SECTION PROPERTIES OF 260A. PANELS 1__3fl 46" - o Ix = 1/12(46)(6)3 - 1/12(45,96)(5,96)3 = 17.1 in4 r f W=32(46/12)=123#/lf I I Sx(+)=Sx(-)=17.1/3.0=5,721n,3 LENGTH OF PANEL VARIES - V 510# ='-3'' 510# CHECK FLEXURE �� AS TO DESIGN CRITERIA Z 3/16 w R +510# F= = 105,9(12) = 2,2 KSI v ow,„o# FLEXTURE: Finax=Mmax/Sx=1650(12)/5.72=3.5 KSI CHECK DEFLECTION [ g i CM f, 4 4 U � �M2x = wl/185(E)(Ix)=111(130)/(185)(2.7EE7)(17.1)(12)=0.031in. • ! 105.9ft# 2 . = f/180=100/180=0.55 >O,o3K/ STEEL BEAM 2 CHECK CONNECTION OF ROOF PANELS g i Uplift/lf = 32#/sf(8,3')(1/2) = 133#/lf PANEL COMPONENT DETAILS Load/#10x1/2"s,s, screws = 133(0.5)(8/12)=44#/fastener ✓ NTS •4#/fastener P ° wltrl o 44#/fastener-\\ CHECK LATERAL LOADS (@ 6" PANEL) A 1 ca► ruC °� BUSS comply z The lnterfallonal Building Structural Design Calculations ? 4#/fastener J R1=V1=3°- ilttOf and state� Georgia RI 5 454# #10x1/2' 8 Amendments Design wind speedi 150mph 7-4, iii R2=V2= 5w' - 757# Importance Factor; 1.0 8 Exposure Catagory. C All a' I` Mm2x= f.2= 1650#/FT Structural Type; Enclosed (GCpI = +/-0,18) " - .< 0 8 Permatherm panels are structural elements and m�, � MI ` FLEXURE have been analyzed as the Main Wind Resisting i S NRz ` Fm2x= Sx2x -135 (12)- 5,8 ksl �/ System of structure, o m ii DEFLECTION Roof Live Load = 50psf R (� 3 wl'4 - 111 (1301 Dead Load = 3psf GISTS �M2x= — - = 0,08" ✓ Floor Live Load = 125 sf �� 9FO 9 3 185EI 185(2.7x107)(6.8)(12) p -',- Nn. 31350 _I CALCULATIONS �I PROFESSIONAL NTS FNG/NEED ,. -, 0 8 N der g,27 Q,9 m M GENERAL NOTES: STRUCTURAL LOAD LIMITATIONS DATA PLATE INFORMATION 1 sZ 1. ALL DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE FLOOR LIVE LOAD: DATA PLATE CONTAINS - b i USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED A. 125 PSF 1. - NAME AND ADDRESS OF MANUFACTURER (ICE Z i FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED. ROOF LIVE LOAD: HOUSE) o 0 2. PROVISIONS FOR EXIT DISCHARGE LIGHTNING (INCLUDING EMERGENCY) ARE THE A. 50 PSF RESPONSIBILITY OF THE BUILDING OWNER AND SUBJECT TO LOCAL JURISDICTION 2. - SERIAL NUMBER APPROVAL WHEN NOT SHOWN ON THE FLOOR PLAN. BUILDING CATEGORY: I (PER ASCE 7-05) 3. - MODEL NUMBER (2300-0011) 3. CONSTRUCTION IS TYPE V-B UNPROTECTED. 4. - N/A 4. OCCUPANCY IS STORAGE (UNOCCUPIED) S-2 ENCLOSURE CLASSIFICATION: ENCLOSED 5. - CONSTRUCTION CLASSIFICATION (V-B) 5. OCCUPANT LOAD IS BASED ON 1 PERSON PER 300 SQUARE FEET OF FLOOR AREA. 03 Z 6. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED BY OTHERS AS REQUIRED BY NFPA 101. 6. - OCCUPANCY CLASSIFICATION (S-2) o ROOF SNOW LOAD: 50 PSF 7. - SEISMIC ZONE - C q 6.1 7. THIS BUILDING MUST BE HOOKED UP TO MUNICIPAL WATER AND SEWER WHERE AVAILABLE 8. - WIND VELOCITY - 150 MPH 'C' o 8 THE FACTORY BUILT PORTION OF THIS BUILDING IS WIND LOAD: 9. - ROOF AND FLOOR LIVE LOAD (50, 125 LBS) NOT DESIGNED TO BE PEMANENTLY PLACED BELOW A BASE FLOOD A. 150 MPH WIND SPEED 10. - FIRE RATING OF EXTERIOR WALLS - 0 B. Iw = 1.0 WIND IMPORTANCE FACTOR 11. - THERMAL TRANSMITTANCE VALUES R-32 FOR ELEVATION WHEN LOCATED IN A FLOOD HAZARD AREA. C. C WIND EXPOSURE CATEGORY FLOOR , WALLS, ROOF. Z D. GCpi = N/A INTERNAL PRESSURE COEFF. 12. - DATE OF MANUFACTURE ACCESSIBILITY NOTES: ROOF COMPONENT & CLADDING LOAD 12A. - LIST OF FACTORY INSTALLED EQUIPMENT 0) El 13. NAME AND DATE OF BUILDING CODES COMPLIED 1. THE BUILDING IS UNOCCUPIED. APPROXIMATELY ONCE PER WEEK MAINTENANCE IS REQUIRED. WITH (SEE INFO ON THIS PAGE) d E. Pr = ZONE 1 = 49 PSF Q THE MAINTENANCE REQUIRED SHALL BE DONE ONLY BY FACTORY TRAINED MECHANICS 14. LEAVE SPACE (1"x2.5") FOR NC VALIDATING WHO HAVE THE ABILITY TO CLIMB AROUND THE MACHINE IN TIGHT SPACES TO PERFORM ZONE 2 = 82.2 PSF STAMP TO BE AFFIXED. i i SERVICE. ZONE 3 = 123.7 PSF 2. THE REQUIREMENT FOR ADJACENT REST-ROOMS IN ANOTHER BUILDING UP TO 500 FEET WALL COMPONENT 8c CLADDING LOAD - ONE DATA PLATE PER BUILDING V AWAY IS THE RESPONSIBILITY OF THE LOCAL JURISDICTION APPROVING THE SITE-PLAN. - DATA PLATE (PLASTIC LAMINATED 8.5X11) GLUED �J (DOORS/WINDOWS) F-- 3. THERE IS NO REQUIRED MAINTENANCE TO ICE MAKER OR CHILLER ON ROOF, PERMANENTLY (3M5200) TO INSIDE COVER OF PLC BECAUSE THE ROOF AREA IS SO SMALL AND EMERGENCY ACCESS ONLY F. Pw = ZONE 4 = 53.1 PSF PANEL Z NO GUARD RAILS ARE PROVIDED. ZONE 5 = 65.6 PSF SITE INSTALLED ITEMS: G. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS A HILL OR ESCARPMENT EXCEEDING THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE 15 FEET IN HEIGHT. SUBJECT TO LOCAL JURISDICTION APPROVAL. SEE FRONT PAGE FOR ADDITIONAL INFORMATION. 1 ,��th SEISMIC LOAD: ZONE C MAX. must.comp y O 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. FLOOD LOAD: Ali Ca�SttUC'�1on ode Q 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. THIS BUILDING IS NOT DESIGNED TO BE - �lrit���att0 Bu1i �r� try 3. PORTABLE FIRE EXTINGUISHER(S) PERMANENTLY LOCATED IN A FLOOD HAZARD ��,Or$ , HOOK-UP 1�di��o���d 5. BUILDING LECTRICALL SERVICE LHOOK TUP (INCLUDING FEEDERS)UTO1 THE BUILDING. AREA. Am ? 6. GUTTERS & DOWNSPOUTS WHEN REQUIRED. 7. STORM SHUTTERS. 8. OPTIONAL WATER HEATER WITH THERMAL EXPANSION DEVICE IF REQUIRED. } m 1 (i.:61 --ali G,sTE,'F® o -1 No. 31350 -77- r :PROFESSIONAL - Q J �R cl p� -U �r . g,7 0) W F5 S I 22'-4" r7 3'-0" I 12'-0" I 1 N a T-t 4'-2" I 4-2" I 3-B" 4'-B" p NZ I I FENDERI I z 2x2x,25 0 c Ice Auge s,s,tube welded a1;: IItlP_� ,„�4,_7" connection w o AWNING bagger . o z ABOVE unit roof panel , D 0 _ 2x2x,25 2x2x,25 tube extends 3x7 FENDER s.s,tube through a 4'sq hole In Insulated roof panel that has been Door fitted with a 14ga s,sflange________„") O 2 top & bottom and secured with #10x1/2' st screws - fill with sealant around - Top flange Cri sealed w/kool seal (or equ> W FLOOR 8c ROOF PLAN VIEW & roof patch. Ctyp> t GomP�y , 44D 6 r, DETAIL OA 36" x 84" INSULATED METAL DOOR NTS ml1S cod�, NTS F-----Th--ICE MAKER J 73A WI N"'eNj''' a��� ICE MAKER 12'-0" 6'-B" 5 2 4'-7" { Ice Auger I nl ' - wgPc�eadl connection CP i.t ri ie r`i.►�i� i i�.,I i ICE BIN See Detail j i 1 5'-10 + •+ I ! Q O co bagger 0 • SS Sheet Metal i unit 1 o m I ICE BIN ; is welded to + c 5'-3" Bin Frame to . i iv i iv • giving Tube Support Z O7 1. 1, / 2 s,s,tub- j 0 - Trough I / --'' ND7Ei S'� ]NSPECTION � � ' � --"�"-f��' T HOLE CUT ]N FRAME 1 1 --,,1 �,��e <3> TT, IN SIDES + 1 I �<,\.14'rIYe i C2> TYP IN ENDS \ m _ • .� _.��� _,- N 0. ?1 Fib �- ® I . 04.1-�����������%������������%���`�r •■ ^ a�~���������������J� t PRObLSJiONAL �( \ MI Frame 3x6 ended w ya w o 2'-0" ���� TM - F�l'�IN��� t�F;SSSKS '� ' v zif w in 10 SECTION SIDE VIEW SECTION END VIEW L` �� �`�� �r` w E cn NTS NTS z o a o 2 Ili j ,W, 0 rn F m 0 M N N a N O Z A z z WELD ANGLE In < TO BEAM -, o 3x6 STL. N WELD BEAM �. ! U-CHANNEL I B'-4" `TIE DOWNS' — _ i i U- ANGLE (4) 2 SIDES TYP. ! & FRAME c 11' G'-B" �E DETAIL kr .» i ' cN ,_ � i \ ANGLE WELDED TO I— I , ! 60 z -r-.T 11 1 1/2' TUBE �� ��1 1/2k J1 L l I 1 1/2' o• a W/1 1/2'x11 ga 1x2x1/B' 1 1/2x1 1/2x11 GA. ! ; a SQ TUBE WELDED TO 2x4x2x.093' 11ga STEEL ANGLE U-CHANNEL STEEL TUBE STEEL ; i \--NOTE 2. a • BDT� OF 1/B' `U' U-CHANNEL -.S a �' CHANNEL B B TUBE STEEL 1 1/2 ANGLE IRON �1 BOTTOM OF 4x8 7°BE STEEL COMPONENTS N ust F 2 RAME SIDES - STITCHED a 14' D.C. BELOW PURLINU�111�g C°: 1' MIN, A eI a State°I C °t W c. N 1 3x6 STL, BEAM a U-CHANNEL TUBE,VELDED Ittteta°1 e � CPURLIN) ON •BAT, OF D S. 6 lo io +111 U-CHANNEL E „f,= • e C ,.—_, NOTE L z welded 5 sq tube }� welded flush to T — :0. top of 3x6 tube L-3'-3"� ANG7IF . frnMe sides I W -- (6)typ SECTION B—B .1 ALL FRAME MEMBERS NTS NDTEi MITER CUT u. (n A 3x6 STL, ARE WELDED CONNECTIONS, & WELD FRAME RECUT NOTE 2, co BEAM No DRAIN A = 4' INSULATED WALL PANEL �a.. B = CONT, U-CHANNEL 2x6x,093 3x6 WELDED I 1/2'x11 ga C = #10x1/2'(nin)ST. SCREW (8' O.C, rnx> STL,TUBE NGLE WELDED ANGLE WELDED D (WELDED FRAME> TUBE BEAM Q o FRAMEON BOT, OF U'. TO `U' ttt E = 1/4' OR $14x7/8' W/NEO,SEAL 3'D,C, TYP r = 4' INSULATED FLOOR PANNEL 1/8' U-CHANNEL TYP, W/CUT-OUT FOR BIN SUPPORT G = 1/8' U-CHANNEL 2 APX, 14' D.C. SECTION Q—A H = STEEL ANGLE WELD TO BEAM 1 1/2'x11 GA NTS 0 1 ANGLE SUPPORT WELDED 2 ENDS OF U-CHANNEL ALL STEEL A36 OR BETTER, WELDING TO AWS DL1 x 2 ANGLE WELDED TO TUBE 2 CNTR. LENGTH. • NOTES } 1. STITCH WELD 2 1' MIN. WELD PER 12' SPACE. °n c� � ALONG U-CHANNEL, FRAME PLAN NOTE' ALL WELDS IN CONTACT 2. STITCH WELD 2 1' MIN, WELD PER 14' SPACE. ,1S I�;; c w WITH ICE PRODUCT T❑ BE FOOD ALONG FRAME. �^ F o n= GRADE WELDS PER GEORGIA O NTS DEPARTMENT OF HEALTH STANDARDS 3. BLAST & PAINT W/RUST RESISTING PRIMER _�i- No. 3??�(� /_ & FINISH COAT. PROFESSIONAL I F�' l�rC -,c ; / w dye P cn M N M 6 A - 4' INSULATED WALL PANEL N 3 = CONTINUOUS U-CHANNEL A C = 110x1/2'(MInIMuM) S.T. SCREW 8'o,c.(Max) �" • .` z § D 3x6x3/16' STEEL TUBE BEAM NOTE 1. %' o K (WELDED FRAME) �-F ' o F = 1/8'INSULATED FLOOR PROXIM / I/ G = 1/8' U-CHANNEL @APPROXIMATELY 14. O,C. D H = STEEL ANGLE WELD TO BEAM K L / w J = 2'x6'x2'x,093' U-CHANNEL 1 � l NO SEALANT K 2 1/2'x8'x26 GA, CORNER TRIM / / CGE SILACONE IU 8 z K1 ANGLE SUPPORT WELDED @ ENDS OF U-CHANNEL x2 ANGLE WELDED TO TUBE @ CENTER LENGTH. NOTE■ MITER CUT & WELD FRAME BEAMS NOTE 2. o 8 NOTES A 1. STITCH WELD @ 1' MINIMUM WELD PER 12' SPACE. DETAIL A DETAIL B ALONG U-CHANNEL. 2, STITCH WELD @ 1' MINIMUM. WELD PER 14' SPACE. NTS NTS 2 ALONG FRAME. SEE DETAIL B NOTEI ALL WELDS IN CONTACT W g WITH ICE PRODUCT TO BE FOOD (..---1— GRADE WELDS PER GEORGIA J DEPARTMENT OF HEALTH STANDARDS (47 • 1116 III WT‘ state°, eor9 0 i edition 2. `11ts 50 Q a CL a o . > z SEE DETAIL A m 0 1 1 W ■ =II ,zc..'-iToi-t-,--->.--\\,, CC OFF - - X0. 313, j j WALL SECTION PROFESSIONAL 1 NTS ,< 3 o ix L.LJ 0 ...._.„.___......, _, Li, _ „...... . zr , -- /qa;33 /rye {.. _i N 0 P o M N Q N = 2 C' 2 O K 0 CAULK SEAL ROOF PANEL SEAMS INSIDE CORNE' WITH KOOL SEAL (OR EQU) El W/SILACONE ROOF PATCH NTS n ROOVE 8 z IF, X1/4"►3-12 � Vi I I © FEMALE SIDE II MALE SIDE i�. NOTE: COSMETIC SKIRTING 1 TO BE INSTALLED AROUN STEEL PLATFORM t _ STRUCTURE ON SITE BY HUDSON TRAILERS NTS WALL INSTALLATION DIRECTION p 12'-0° TYPICAL PANEL CONNECTION J6 _......J__ I 46" A ikt A C I J NTS LENGTH OF PANEL VARIES tzt B f--B AS TO DESIGN CRITERIA .O �A .,-A INSULATED PANEL a Q + c N C ✓�B STEEL PLATFORM BY HUDSON TRAILERS & NTS -�— R–Value by ASTM C 236 = 32.0 i 11 0 . 1 UNIT IS INSTALLED ON TRAILER BY OTHERS 1 j B rq fA W/16' FRAME GROUND CLEARANCE & Foamed–in–place Polysyrene with approximate i_ —' CENTER AXEL INSTALLED SO IT WILL density of 2.4 Ibs cu. ft. CLEAR THE DOER SWING. Y L f B l-B Interlocking Joint io A STEEL PLATFORM & TRAILER Panel Skin of 26 Gauge Galvanized Steel A / BY HUDSON TRAILER .Q l/ T 1, I PERMATHERM PANEL CODE COMPLIANCE O `O CT THE ALLOWABLE WIND LEAD FOR THE 6' EXPANDED PELYSYRENE WALL AND ROOF PANELS MEET THE MINIMUM REQUIREMENTS FOR 150 MPH WIND PRESSURE AS DEFINED IN SEI/ASCE 7-02, 'MINIMUM DISIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,' + THE DESIGN PRESSURES WERE GENERATED USING SIMPLIFIED DETAIL - DOOR DESIGN WIND PRESSURE FOR ENCLOSED BUILDINGS, ASSUMING A CATEGORY C EXPOSURE AT 30 FT. WITH AN IMPORTANCE FACTOR, NTS I=1.0. THE MAXIMUM HORIZONTAL DESIGN PRESSURE FOR 150 MPH, LOCATED IN THE END ZONE IS 65.6 PSF, AND THE MAXIMUM VERTICAL COMPONENT LEGEND «}'I� PRESSURE CONDITION IS 7.50 (UPLIFT), m I A = N12x3' S.T, LAG SCREWS k CDFriA (SINGLE SPAN>, AND THE MAXIMUM SPAN FOR THE ROOF PANEL IS B . 3/13'x9' BOLTS W/NUT �[P1 011 emu_ 1fl Code 7.0 FT. ASSUMING A TRIPLE SPAN CONDITION, WIND VELOCITY VALUES < w C = 2`x10'x3/8' PADLOCK HASP t1�l Crnakitln' �gll�lt� so1}, ExPOSURECONCATEGORYPANDSARE ASSOCIATEDVWITHEANRANNUAL� ` 01 CC W/(2) 3/8' THRU BOLTS TO Ill ryt��ep Q 5 t9 f PROBABILITY OF 0,02. ��/' 7' o enL y g Z., /'g / r - / r r FJ o 0 up X11nrraon mush comp4Y ` nth N "< -fie 1nte at1Q gu�lding CAd N 2 di�lon end 51ate ofi Georgia z Z e d � � CO CC —0 0 MECHANICAL NOTES: 2"x2"x1/8" ANGLE 1. CHILLING OF THE BUILDING ALONG WITH THE ICE-MAKER TO BE WELDED TO REQUIREMENTS ARE A FUNCTION OF THE AMOUNT OF ICE r, F SIDES & SKID W/ STORED AND ARE PROCESS DEPENDENT, BECAUSE OF m p 40" 1/4 FILLET WELD THIS AND THE BUILDING BEING UNOCCUPIED, NO GEORGIA ° Z 13 3/4" -- --- © 3"-12 MIN. _ ENERGY CALCULATIONS ARE SUBMITTED/REQUIRED. e 09 o 1 8"x40" ICE MAKER CUT OUT ICE MAKER ICE SLOT -----t 88"Lx23"Wx6O"H as 1 i Note: At ends of floor L--, --. 1 1 panel caulk w/silicon �, ° CONDENSER 1-3x3 s,s,tube AL '' 3 90"Lx44"Wx30"H 2"x2"x1/4" c., /-- S,S,TUBE (BIN FRAME) 2 FULL WELD 5 g TOP SIDES 3 1x6"x3/16" TUBE BEAM Q 2"x2"x1/4" (WELDED FRAME) �0 , S,S,TUBE�~ 96 (SUPPORT LEG) O L d ° WELDED > g SKID MOUNTED ICE MACHINE � _,.., ENDCAP 8000SM 3x3 s.s.tube -- � r _ AROUND ALL SIDES PLAN ® ICE MACHINE -� NOTES: NTS DETAIL ® ENLARGED m� I 1, ICE MAKER M = 4x8 Welded E ® < W S8000 1800 LBS Frame SEE ENLARGED NOTE: MINIMUM WELD SIZE IS SIZE OF r* C:3 ce DETAIL � SMALLER MEMBER THICKNESS. ALL WELDS TO BE DONE TO AWS Dl.1 STRUCTURAL ' lS'F Q o END VIEW WELDING CODE LATEST EDITION. -1-- < 0 �e 3 35G _�_ 0 0 r4 PROFESSIONAL ` NTS 1, k -' A' c9 /f �6yg N°� .��" N e r 0 6,_�, 26 GA METAL TRIM ICE MAKER j'-O" MAX" / 5'-10" MAXIMUM TIE-DOWN SPACING n LOADS: .— 4 /3'—O" MAX. N T ROOF LOADS: N a LIVE LOAD: 50 PSF �� ►�� A ►�� ��� Z 2 r - . DEAD LOAD: 10 PSF �P �� m R TOTAL LOAD: 60 PSF A �� o Rho A FLOOR LOADS: PIER LOAD ® PIER LOAD ` - . LIVE LOAD: 125 PSF I C° 952 LBS 952 LBS i EQUIPMENT: 10 PSF CD ® ice. cm DEAD LOAD: 10 PSF fi A i N TOTAL LOAD: 145 PSF A A ►�� e PIER ID D (TYPICAL)■ 1. 0 8 _ r INSULATED PANELS -- 3"x6"x3/16" STEEL TUBE , „ , „ „ \ C3x3.5 @ 16" OC.; STEEL CHANNEL 8"/ / -� / -� Z ^y \4 j i q L5x3x5/16 STEEL FRAME 0 O © , '4 .. i ,,? N TIE-DOWN STRAPS 1 1/4" X .035" 16'-6" '`� `' `` // � GALV. STEEL FED, QQS- 781-H, / / t PFi„=E53!v' A.L ^-4_ 6 `� 4, TYPE 1, FINISH B, GRADE 1. �� 5� I►>SS( TYPICAL PIER: SEE FOUNDATION PLAN BLOCKING PLAN =� ; NTS \\_-,q ra,., -4 % 0 ABS PADS ON GRADE OR POURED CONCRETE OPTION : CONCRETE O N C R E T E BLOCK ,.// �,; FOOTER; BOTTOM OF FOOTER MUST BE BELOW Gi THE FROST LINE OF LOCALITY; SEE SITE 3'-0” MAX. �� �P 27 Q� (� FOUNDATION DESIGN BY OTHERS / / 5 -10 MAXIMUM TIE-DOWN SPACING Z p MINUTE-MAN ANCHORS TIE DOWN STRAPS AND CONNECTING HARDWARE TO � H'' 3'-0" MAX. 6 i 8 r B B LEVELING JACK (TYP.) HAVE A MIN. 3150 LBS.ULT. LOAD CAPACITY. STRAPS TO BE LOCATED 2.7' ,�0. _ _ � O.C. FROM EA. END AND 5'-0" 0.0. MAX. BETWEEN END STRAPS. SEE FOUNDATION PLAN BY OTHERS FOR PIER LOCATION, I-BEAM TIE DOWN SPACING AND PIER SPECS. I --... .� �' C° !o JACK LOAD ® JACK LOAD \\�\ o I TYPICAL BUILDING SECTION NTS (° X1428 LBS 1428 LBS, .'>> BLOCKING PLAN NOTES: %�� - --0 ®- �-- LEVELING JACK 1, FOUNDATION PLAN IS SHOWN AS TYPICAL STANDARD FOR REFERENCE ONLY FOUNDATION PLAN ABOVE INDICATES 't- A ' L_� �" (TYPICAL) ON MINIMUM PIER REQUIREMENTS TO RESIST WIND AND GRAVITY LOADS. ACTUAL FOUNDATION CONSTRUCTION AND B B r 1 6"x1 6"x4" SOLID INSTALLATION IS SUBJECT TO LOCAL CODES AND INSPECTION. CONCRETE PAD 7'-7„ 7,-7„ $„ 2, TIE DOWN STRAPS TO 1 1/4"x 0.035 GALVANIZED STEEL QQS-781-H TYPE 1 FINISH-B, GRADE-1. TIE DOWN 8,,/ '` / / -OR-16"x16" ABS m STRAPS AND CONNECTING HARDWARE TO HAVE 3150# MINIMUM ULTIMATE CAPACITY. O O O PADS ON GRADE ORS 3. MINUTE MAN ANCHORS OR EQUAL TO HAVE 3150 MINIMUM ULTIMATE LOAD CAPACITY. / 16'-6" / POURED C O N C R ET E 4. THE FIRST TIE DOWN STRAP FROM END WALLS SHALL NOT EXCEED HALF THE MAXIMUM SPACING AS INDICATED ON (EXISTING) SLAB; LU THE CROSS SECTION. BLOCKING PLAN VERIFY SITE OPTIONS 6 NTS WITH ENGINEER PRIOR 5. MINIMUM SOIL BEARING CAPACITY 2500 PSF. MINIMUM FOOTING CONCRETE COMPRESSIVE STRENGTH 2500 PSI AT 28 OPTION : LEVELING JACK TO LOADING PADS. DAYS. All construction must comply with g 2 6, FRAME TIE DOWNS AND UP LIFT WIND ANCHORAGE SITE INSTALLED PER DRAWING The international Building Code m W 0 Edition and State of Georgia o A endmants F 2 ICE ICE n MAKER MAKER N UNIT UNIT d / 3/8" TO 1/2" I BRAIDED ADAPTER N Z 1 _ (WATTS LBLKSPC16-88CP) ' i z 0 0 3/4" P V C-f CONDENSATION r---3/4" CPVC PIPE co SCHEDULE 40 0 • HAND SINK • OPTIONAL NOTE: PROVIDE A MINIMUM o WATER HEATER 2" DROP FROM THE FRONT a HAND SINK 2" scH ao PVC Z OF THE UNIT TO THE BACK / ® (Approximately 1/16":12") I a 0 U Q) ® N OPTIONAL FILTERS v (WHIRL POOL i WBefOWHBB MICRON 5) DRAIN PAN--\ SEAL AROUND IN FLOOR W gi TRAILER PLATFORM -PIPE W/SILICONE TRAILER PLATFORM 1jj BY HUDSON TRAILER-\ . . .I BY HUDSON TRAILER-. --I. MI M r gBACK-FLOW ly r ` °./-2" FITTING PREVENTER ANTI-FREEZE HOUSE PURGE ` HOSE BIBB ALL EXTERIOR PLUMBING `SHUT-OFF TO BE INSTALLED IN FIELD 1 1/2" PVC 2" CLEAN-OUT PLUMBING DIAGRAM VALVE BACK-FLOW PLUMBING DIAGRAM P 2" C TO PUBLIC SEWER 6 NTS PREVENTER OPTIONAL PRESSURE NTS (MINIMUM) 4 SEWAGE D SPOS4L E PLUMBING REDUCER IF WATER DISCHARGE APPROVED BY LOCAL �R SUPPLY IS GREATER AUTHORITIES. y`� /�I—I THAN OR EQUAL TO BACK-FLOW 70 PSI a 2, PREVENTER ICE SHUT-OFF VALVE MAKER UNIT Q MET4ER TO WATER 7/-3/4 PVC CONDENSATION PLUMBING NOTES: PIPE - TO HOLDING TANK _ 1. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLED, AND IF �5 krt-3 ;, Q NOT SHOWNON PLUMBING PLAN, IS DESIGNED AND SITE INSTALLED BY OTHERS, \' iD�S ,i5N _� v SUBJECT TO LOCAL APPROVAL. �$1' $� �y�U , t ; �.1,S 1`-- .,.� ry 2. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES. t to j i,A` � 3. DWV SYSTEM SHALL BE EITHER ABS OR PVC - DWV. Ps t�� a --1-- N,, 213 4. WATER SUPPLY LINES SHALL BE POLYBUTYLENE, CPVC, OR COPPER; WHEN �Y (1l''t' 1Rt "�' y' I ? POLYBUTYLENE SUPPLY LINES ARE INSTALLED THE MAXIMUM WATER HEATER « -551 i ,q I. TEMPERATURE SETTING IS 180' F. THE POLYBUTYLENE PIPE SHALL BE INSTALLED code 3 � i , IN ACCORDANCE WITH THE MANUFACTURERS LIMITATIONS AND INSTRUCTIONS. Oi = HAND SINK <4`�• c^ i� if 5, BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS, o .�, r,c " ' SUBJECT TO LOCAL JURISDICTION APPROVAL. I ,P' - -' 6. WATER HEATER SHALL HAVE SAFETY PAN WITH 1 INCH DRAIN TO EXTERIOR, T&P ® NOTE: CONDENSATION 4 r x V1' �� �� PIPED UPSTREAM OF "� '�' (TEMPERATURE AND PRESSURE) RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A �'' DNERTER VALVE > -1/t°�L� } SHUT OFF VALVE WITHIN 3 FEET ON A COLD WATER SUPPLY LINE. G/ m c.t 7. A WATER-HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK-CLOSING U VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. WATER HAMMER DNERTER VALVE! �/ c w ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTRUER'S . • SINK SHALL BE SPECIFICATIONS. DRAIN PIPED DIRECTLY 8. ALL PIPE AND FITTINGS ARE CPVC SCH 40 EXCEPT WHERE NOTED. PIPES NEED PAN INTO HOLDING TANK TO BE INSULATED TO PREVENT FREEZING IN COLD WEATHER, TRAILER PLATFORM 9. WATER PIPE HEAT CABLE HC30 210 WATT 1.8 AMP WITH FROST KING INSULATION BY HUDSON TRAILER —�. I REMOVABLE i _ S11 X816 OR EQUAL. r HOLDING TANK Q W J T al (50 GAL MIN.) o w r. FRENCH DRAIN 0 --'' sass Z 1 1/2°PVC +i .•4 24x24"x24" 85 PLUMBING DIAGRAM P-TRAP FILLED W/GRAVEL SIZE IS APPROXIMATE a N AND REQUIRES LOCAL FRENCH DRAIN NTS VERIFICATION 0 f 12.-0• 1 N W 1 a + r- 1 N 2 ° In ICE MAKER ICE MAKER 2 co a 1---.3'-O9 0o o NOTES: 1, HANDICAPPED RAMP, STAIR, AND HANDRAILS ARE ARE NOT REQUIRED TO o BE INSTALLED, HOWEVER, THESE CONSTRUCTIONS ARE SUBJECT TO LOCAL TH c AWNING. JURISDICTION. IF SITE INSTALLED, THEY SHALL BE DESIGNED BY OTHERS AND �7 G + 0 z ARE SUBJECT TO LOCAL JURISDICTION APPROVAL AND INSPECTION. N ' _ _ F - 0 2. A FOUNDATION/FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE THE MINI t! Q ONE SQUARE FOOT NET VENT AREA PER 1/150TH OF THE FLOOR AREA, AND o M N o y �� CU � •' oP� cot: � TEq�U AN 1 B X 24 MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED SHALL BE BY , M " •yam F -I - OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL AND INSPECTION. '° :i ^J°. SCIO '- THE MINI OUBE.00M El 7 P�%0,��S'.;IOPvNL (' o SPACE FOR 5 TON ICE MAKER =i P. fGC. :/ STEEL PLATFORM ' �e'1 ,/�• BY HUDSON TRAILERS e �1' J 555555 I I O 5 i �. - _ __ - _ =- _- , ,y_-,7:0.7 • W ,2-0^ LEFT SIDE ELEVATION °I FRONT ELEVATION F NTS NTS 2 Q ii r m 8 ____----------,0 ,I ICE MAKER i omp�Y`4th o IL 1 Milill.,— T– O�,m� � coca a la 4 MAGI THE ��� aO�C �`d eta � ra MINIdtt ? . rZ 6� CUB p cnec' �n to I.._ 114E MINI QUBE.00M 3'-0•— SPACE FOR 5 TON ICE MAKER N o o ■ i .a STEEL PLATFORM BY HUDSON TRAILERS & + 'o ° UNIT IS INSTALLED ON TRAILER BY OTHERS ;a R �• W/16' FRAME GROUND CLEARANCE & I CENTER AXEL INSTALLED SO IT WILL m I • CLEAR THE DOOR SWING. I a �= „,,E PLATFORM STEEL PLATFORM & TRAILER •- - [STEEL HUDSON TRAILERS � BY HUDSON TRAILER 0 0 it Lo f T \ �111=1111111111=11111% o W 555 W 6 \ o IF RIGHT SIDE ELEVATION REAR ELEVATION X -3 N w m NTS NTS o F 3 to C4 iW N O 2 2 z z° 44*/ FATHER HEAD a 3P 30A DISC, 0 0 REFRIGERATION 3 #4 THHN (CU) SW NEMA 3R ICE 1 1/2" SEAL TttE TYP m UNIT #B GD (CU) OD 1 ICE ` T 1.,-\_r. MACHINE c p z (3,4,6) (7,9,11) Q 4 #3/0 THHN (CU> NOTE: ICE MACHINE IS WITHIN SIGHT AND LESS ° N SERVICE RISER THAN 5FT FROM PANEL CIRCUIT BREAKERS. 3 #12 THHN (CU) PANEL CIRCUIT BREAKERS FEEDING ICE MACHINE #12 GD (CU> MUST BE LOCKABLE IN THE OFF POSITION. 2"C SERVICE 04 i RISER 1 1/2' SEAL (1,3,5) PLC WARNING NOTE ON PANEL TITE TYP 'DE-ENERGIZE PRIOR TO 6 PANEL OPENING PANEL' 10G (3) & 12G GROUND u5' r 4 #3/0, #4 GD PANEL jC1 ��,\ �}O� $c�+TGS'i METER [2'C BOX TL3D420R S.�+ k'I�ta-rl i� d s�, gi u. BOX-\ 0 tOr01...-A_Sditl to i 1 X44 '� - K5 Wa O 2"CJ g 2 34 (CU) SERVICE GD ? TO GROUND ROD OPTIONAL 200 AMP DISCONNECT SWITCH BETWEEN THE METER AND PANEL BOX FIELD INSTALLATION NOTE: PANEL BOX CONTAINS (6) BREAKERS FIELD WIRING BY LICENSED ELECTRIAN CONSISTS OF - INCOMING POWER TO PANEL r BOX, WIRING & CONDUIT FROM �-- -�.� °'�, ELECTRIC RISER DIAGRAM 3P DISCONNECTS TO MACHINES, 3 AND FROM 3P DISCONNECTS TO `�, �_`� c Lu NTS PANEL BOX. W — a PRr G . ,GPtiL `I a LV JI p,,, _,4,\\:,;,,asei rid 0. 0,1FH'4:3,,_I:::. ,,t. .;,# i i G-1 €20? ..d W Ili RI o P m to PI i w N O z b 2 Z g a 0 O ix 0 at O N Ny m r SURFACE MOUNT PANEL BOX ° z c 8 ELECTRICAL NOTES: 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH 2 THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC). 2. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH A 1 2 A W READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS — — SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE 3 7 8 6 PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE 30 AMP PLC B 3 0 0 4 B ICE MAKER 70 AMP SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER 30 PANEL COMPRESSOR 30 OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. IMPORTANT NOTE: 3. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE c 5 6 C THIS BREAKER MUST BE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH LOCKABLE STYLE WITH A MARKED 'OFF' POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNDERGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS A 7 — — B A ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. a ,,,4 4. THE MAN ELECTRICAL FEEDERS ARE DESIGNED BY OTHERS, SITE 2 2 INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 20 AMP REFRIGERATION UNIT - B 9 0 0 to B 5. ALL RECEPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) q SHALL BE IN WEATHER PROOF (WP) ENCLOSURES, THE INTEGRITY c 11 i2 c OF WHICH IS NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. 6. ALL EXTERIOR LIGHTS SHALL BE EQUIPED WITH PHOTOCELLS FOR AUTOMATIC SHUT—OFF WHEN DAYLIGHT IS AVAILABLE. 20 AMP LIGHTS A 13 20 20 14 A RECEPTICALS 20 AMP O 7. ALL CIRCUITS AND EQUIPMENT IS GROUNDED IN ACCORDANCE lm 10 Q> g WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE. IT SHALL BE THE RESPONSIBILITY OF THE BUILDING INSTALLER EQUAL TO GE QL TYPE TO PROPERLY GROUND THE INSTALLED BUILDING AND ANY SITE INSTALLED FLA A = 65 AMPS ELECTRICAL EQUIPMENT OR DEVICE. B = 55 AMPS C = 55 AMPS �1�,�SO\19\fro ELECTRIC PANEL DIAGRAM �t\tiaN 2'(\01''"6Ske` ELECTRICAL PANEL (ND MAIN BREAKER> NTS m I A�\ . INC. ,...00th �-ktS 120/240 VOLT 3 PHASE 4 WIRE 200 AMPS OR as o o W CO�� $ 120/208 VOLT 3 PAHASE 4 WIRE 200 AMPS 1:0-''' ,p _ ;� Lu G�C�� i� GE TL30420R NEMA 3R ENCLOSURE <,.'.. \'0I�h>•� a e) PRO;Lj; t,-,\'AL —- c.3. U <<11/ 1N'C /A z Ix - �/ a a n _ o F g NOTE; ALL CONDUIT SHOWN LIGHTS ARE NOT OVER OPEN ICE BINS IS WIRE SEAL TITE (3) 12GA VCXL21 GC 200W LIGHT TYP N IRE CEILING MOUNTED 1 W o PLc_. LEGEND PLC 2 PANEL PANEL =Z = DUPLEX RECEPTACLE 120V m i $ = SWITCH CEILING 14 0 ° -¢- = LIGHT W/(1) 60W BULB MOUNTED 22G SIGNAL WIRE 0.2AMP NEMA 5 20R NEMA 5-20R COMPRESSOR Cl RECEPTACLE DUPLEX GFCI 13 '-z. z (3 TYP) – 0 • g ii 14 EXTERIOR LIGHT 14 LIGHT 1......... PLUGS IN HERE _.„_,„, ,) PANEL 1P 20AMP 1P 20AMP PANEL RECEPTICAL mU t BREAKER — Cr BREAKER t� ,A St""°T111\e\e0 \ LIGHTS, RECEPTACLES dd ELECTRICAL WIRING 1\ 1-- r1th ;�a� ��5 ELECTRICAL WIRING DIAGRAM - ROOF NTS R°° Nic'a _ NTS PLAN olae , DIAGRAM PLAN HEAT CRAFT SUPPLIED M1 = BOTTOM AUGER 2HP 3P 208/240 VACUUM MOTOR 1HP 1P 120 Si LCC4-1055B 230/1 WIRE IN 1/2" SEAL TITE M2 = MID AUGER 2HP 3P 208/240 ICE MAKER 10HP 3P 208/240 9 #12 (CU) ICE MAKER 0 34 H EG EAT CRAFT 2 W/2 (CU) M3 = TOP AUGER 2HP 3P 208/240 REFRIG,UNIT 1 1/2HP 3P 208/240 1 #12 GROUND (CU) (5) WIRES IN EACH ON ROOF LHT02112C 230/3 BOX 3/4" SEALTITE d JUNCTION 2/12 CONDUIT #22GA PVC CORD PLC e 3P 30A DISCONNECT VENDING 1>r— — PANEL B 0 ` VAULT _ 0 -11 REFRIG REFRICI. REFRIG EVAP (4) #12 (CU)f-- Z UNIT EVAP ICE MAKER 2/12 COND. #22GA PVC CORD VACUUM UNIT COIL INSIDE 1/6 COND. #22GA PVC CORD MOTOR ON INSIDE ROOF TOP AUGER 6 "iik Ar,k MID AUGER �,' I. BAGGER JUNCTION BOTTOM AUGER m 1 BOX r i P �.'......,.` d' W „ J PANE �*,.,.._Po'e'r's''-,s1-;o'N°AL/� o –��_ PANEL E5 ARCTIC TEMP. .- n d E MS 8000 03 W � U ELECTRICAL ROOF `: • r� "rs � ELECTRICAL EQUIPMENT a PLAN NTS Zi� /% a DIAGRAM NTS U 0 F w m en M i W d N 0 Z b G* a a Qm o K cl co ® m / C H> Yo Y1 Y2 Y3 Y4 Y5 Y6 Y7 YB n 0 0 00 00000 L1 L2 L3 240 G CO-C7 8 z F PWR ALL PLC OUT PUTS FUSED F1 BK POWER I Li L2 PLC PWR SUPPLY FUSED F2 POWER LAMP II. TtVke 0 OFF ON o 0 o L o 0 0 o MA N o � t/ L1 N GD F1 F2 E 24 2412 12 5A 4A R + - + - 0 0 0 INPUT COMMONS EA. 0 0 0 0 I LAG X105 25A TRIP CARD BAG BUITON (�: _2a L1 L2 L3 L1 L2 CO C1 C2 C3 C4 C5 C6 2 ____;..._11,3,7 Li ? t1L11 BULK BUTTON II� X104 6LU -12 +12 LIGHTS ICE NKR LIGHTS A/C -II24 -24 + - + - � 1 It0) Io Ct 1 b 1 o SECURI ail!G x242 0 0 O 0 0 0 0 0 24 VDC 12 VDC R1 R2 R3 R4 R5 R8 R7 R8 NC p SUPPLY SUPPLY ENABLE CHANGE OPEN STOP LIGHTS AC BIN HARVEST ICE FULL ICE MAKER ICE MAKER O O 0 O 00 O O 00 O O 0 0 0 RUN SWITCH I 24 CONTROL 2a VAC q LI1 L2 '1 L2 0 O O 0 0 �O 0 a Q2 ..0 J j �.1 N Y17 N Y1 b3 N Yo N Y1LC N Y,11 NT107 IM IM IM?IM CONTRACTOR COIL TYP 120VAC A/C X'01 X103 ��*�� ,\O Y y ro N Y,e A/C Y116 A/C CONTROL PANEL O�8 \ec�C L1 L2 L3 0�0 0 0 0 o` 0 0 0 0 — 0 0 0 0 0 0 0 0 BUTTONS �\^54<"6 \Q� OP g Lt L2 1.3 NC Lt L2 L3 NC L1 1.2 L3 NC L1 Lt 1.2 13 NC ��0� \Z' 2'n t BOTTOM AUGER MID AUGER TOP AUGER F3 VAC DEFROSTER` ` \ 1,, ,60°' ,, ,'y� `�'��� Q O 7A o PANEL FACE 1' Q 1 T1 T2 73 NC T1 T2 T3 NC Ti T2 T3 NC T1 NC GROUND L O 0 O O O O O O O O O p 0 0 0 0 0 cry Z �-r- — —A/C 1-A4 #10 AWG 0 0 O x107 O O O O 0 0 0 0 A/C SYSTEM FROM -24.-0 0-1 9596 9796 9798 #12 AWO FROM PANEL Ti 72 13 0730 O O DISTRIBUTION BLOCK DISCONNECT 71 72 TO STARTERS • • • I . 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