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HomeMy Public PortalAbout12-0522 Captain's Watch, LLC "` rtooc oar . CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 09-25-2012 PERMIT#: 120522 WORK DESCRIPTION RETAIL SHOP BUILD OUT WORK LOCATION 1415 BUTLER AVE. OWNER NAME CAPTAINS WATCH,LLC ADDRESS PO BOX 6143 CITY,ST,ZIP GREENVILLE SC 29606-6143 PHONE NUMBER 864-241-8134 CONTRACTOR NAME ROCKBY INC ADDRESS 2700 GREGORY ST STE 130 CITY STATE ZIP SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $587.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $45,000.00 TOTAL BALANCE DUE: $587.00 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: J:° a, P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org i �yi CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/05/2012 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT#: 12-0522 PROPOSED USE: MIXED-USE BLDG OCCUPANCY TYPE: P CONTACT NAME 1415 BUTLER LLC/FUNKY FISH OUTDOORS #2 CONTACT ADDRESS PO BOX 585 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 1415 BUTLER AVE.—COMMERICIAL UNIT r APPROVED BY: 0, D.,4=3 P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org h`YptY !\21 it Y CC iy City of Tybee Island • Planning & Zoning Dept. wok j Inspection Report II ; 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 � `" y INTFRNATIONAL Phone 912.472.5032 • Fax 912.786.9539 CODE CONCH: MEMBER Permit No. -/ ` -' c, r '° Date Requested r Owner's Name N 3 V CO (Th Date Needed Gen. Contractor '3 I_ 4_ Subcontractor Contact Information `Al '� �� + C 7 v^---, 1v/a vo r-,, ( q 1 2) 3 3- 92 '-/1-°'" i Project Address i L4 I c 4 l QJ ve, .of Work .,- `n'' PA-LTC • al k I A E `:-- Inspector ?\0 ASO n40 Date of Inspection 4- 4 -13 Inspection E !I \A Pass 0 Fail MI Fee 1-- k e-∎./. 0Qr4-. J 4- 9 --13 I -C." 6 . '5-e c4:, o,rte 0 'l" E Q..6/, C2.s . Inspection Pass ❑ Fail ❑ Fee A6i,,,.) VN.Q.,r1 ocia . ujo5 0 /15 4--ry 4-e. J. 1‘ r-s_6 : 14- -5v rve114 S prov : deb _ 1 -..�., ,/+tom, E �l=`‘ , ,,,.,, e v�. b f1-..\-: 0.i Lt ✓� J �" e : �,/C' cd 0, '� C.Y < 0-C (DC CO , E� P � Inspection Pass 0 Fail ❑ Fee .4e—t"\ Inspection . .a M C e.ns f c + Pass M Fail ri Fee 14,s- 13 T.e3- Porcii b Ida- 446 are p s ct , 0)49 U.S.DEp1,RTMENT OF HOMELAND SECURiTY :LEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name 1415 Butler LLC Policy Number. A2. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number: 1415 Butler Avenue City Tybee Island State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Tax Parcel Number 4-0007-17-026; RETAIL AREA Captains Watch Condominiums CPB 2C,Pg.396&397A A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Non-Residential A5. Latitude/Longitude:Lat.31°59'38.8"N Long.80°50'55.7'W Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or endosure(s) n/a sq ft a) Square footage of attached garage n/a Sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2,County Name B3.State City of Tybee Island 135164 Chatham County Georgia B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel 88.Flood B9.Base Flood Elevation(s)(Zone 13051C/0326 F 09/26/2008 Effective/Revised Date Zone(s) AO,use base flood depth) 09/26/2008 AE 12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes 0 No Designation Date: ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:NGS Monument E 56(ck0651 Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 g= NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 13.03 .4 feet ❑meters b)Top of the next higher floor n/a. ❑feet 0 meters c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ❑feet ❑meters d)Attached garage(top of slab) n/a. ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 13.04 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 12.5 0 feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 12.9 0 feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support n/a. ❑feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. i understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. ® O! Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a V V ❑ Check here if attachments. licensed land surveyor? Yes ❑ No Certifier's Name Robert k.Morgan,III License Number Ga.RLS#3087 Pi r • Title Principal Company Name Morgan Land Surveying,LLC '1 *� Address 104 Regal Court ity Savann•h State GA ZIP Code 31410 t� Signatu = `? i%; Date 4. fy Telephone 912-658-4302 K. FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: in these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 1415 Butter Avenue City Tybee Island State GA ZIP Code 31328 Company NAIC Number. SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. Comments The elevation shown in item C2.e is for top of plastic A/C equipment pad located on the left side of the building.This certificate is for the RETAIL AREA of the Captains Watch Condiminiums only. Signatu )16_.4 Date ® ( SECTION E—BUILDING ELEVATIO INFORMATION (SURVEY NOT REQUI ED)12, OR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters El above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? El Yes ❑ No ❑ Unknown.The local official must certify this information in Section G, SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below,Check the measurement used in Items GB-G10.In Puerto Rico only,enter meters. G1, ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: El feet ❑meters Datum Local OtFiciars Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 1415 Butler Avenue City Tybee Island State GA ZIP Code 31328 Company NAIC Number: ■ If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. lo. i - ....miiiiii-__,low"--- _. ___„ __,,,,,,PIP 1r j li Abilig ' --41111111111 _ - MI _ _. . :.;:._ 4 rMI a r n� - -„„ . ..., _ _„ _ • . _ • _, FRONT VIEW(04/03/2013) JO ik I. - REAR VIEW(04/03/2013) RIGHT SIDE VIEW(04/03/2013) LEFT SIDE VIEW(04/03/2013) FEMA Form 086-0-33(7/12) Replaces all previous editions. City of Tybee Island • Planning & Zoning Dept. foleF"k ' Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 liskenk immio.72 INTERZONAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. , _ , ■ Date Requested 71 1, I I Owner's Name RLV, FZ1JX- Date Needed Gen. Contractor Subcontractor Contact Information I Project Address Scope of Work )(21 1J ) (- Inspector Date of Inspection im,"" Inspection - Pass ga Fail El Fee ?A& Inspection t,;') -;7% Pass Fail Fee II V16, Inspection Pass 0 Fail 0 Fee Inspection Pass Fail Fee v7K0-±i-Z Frt (7-7,7./. (V__I-21,4/1 Fel 1-3c:17_,_ CHATHAM COUNTY DF"ARTMENT OF BUILDING SAFETY " REGULATORY SERVICES IRE SAFETY INSPECTION DIVISIL_ FOR THE CITY OF TYBEE ISLAND YEAR OF -. i.. APPROVED DATE , 4 `� DISAPPROVED A j You are hereby notified that this is an Official Order of the County Fire Marshall, stating the defects found to exist in the referenced structure, and further requiring that you, as owner, agent or person in charge of structure, shall have days to complete specified repairs or improvements.#} Business Phone r.' ,..ta -..0 , 4s/ 4, :.>l Owner l:t --/ IJ.f -;' , >.-i— Occupant Load Name of Facility ' Address /,-1/' '/A5-,-its,: ,3-.,; , Occupancy: Business Assembly Storage Educational Day Care Personal Care Home Mercantile Factory Residential Hazardous 1. Number of Exit Doors ..` 101-SEC 5 2. Blocked Locked OK 101-SEC 5 3. Exit Sign Good .---' Unsatisfactory NA 101-SEC 5 4. Emergency Lights Good Unsatisfactory ..------ NA 101-SEC 5 5. Panic Hardware Good Unsatisfactory ---"°• NA 101-SEC 5 6. Self-Closing Device Good Unsatisfactory k NA 7. Fire Alarm Yes _-.. No NA NFPA 72 8. Smoke/Heat Detectors Yes No NA NFPA 73 9. Sprinkler System Yes i No - NA NFPA 13 10.Standpipe Yes '° No NA NFPA 13 11.Number of Fire Extinguishers .. Proper Type? : NFPA 10 Inspected/Charged Yes No ..---- NA NFPA 10 12.Fixed Hood System Yes No NA NFPA 96 13.Date of Last Service (REQUIRED EVERY 6 MONTHS) 14.Electrical Good s," Fair Unsatisfactory NFPA 70 15.Overloaded Sockets/Outlets Yes No ,_ NFPA 70 16.Missing Electrical Covers Yes No f- NFPA 70 17.Other(explain) 18.Excessive Storage of Combustibles Yes No NFPA 30 List Details 14,--.- d 3 f .1 ;-,. ,, j 1. ' - �_ The signature below of Owner,Occupant, Agent, signifies Inspection was made. Ir d" ` .- ----- -. ---.4.-----)te«'. Owner/Occupant/Agent Signature ' Chatham County Fire Marshall C:\DocuanMatss and SettingsVIMMY\Desktop\City Tybee 3 Par-t\Fire Inspection Fonra.doc Coastal Empir- ire & Security ORK ORDER 7400 Abercorn Street Suite 705-232 WORK ORDER # SAVANNAH, GA 31406 DATE r/3/13 (912) 925-1324 FAX (912) 925-3024 CUSTOMER PO BILLING ADDRESS SERVICE ADDRESS Company: Contact Person: Attn: � � 1-VMc!# Street/PO Box: City/State/Zip Complete this section Complete this Section if Site is Different from Billing DESCRIPTION OF PROBLEM/SERVICE: (,),+`'/ / CORRECTIVE ACTION: 77�' � 71!-.•o f/-/J?C-2. 63-6/6; t�rJ e2-sgf�—�✓ v- ) ate 14/70. 77---(Ls! �r �� ,i4 / /1,.,G4 /4 i7 s ,emu �' r .nr P.■e ...,f - ,� ._K,/' a, ( �,- rfe v1 , t,.,i / / f fi/g,-la 70 .5Y,(1^47-;. �: /c- . T, 4. L. peg ,- _ Cr-14/,.-a /a/5,4,Z— f 5.4,Z . 7 ('.049'":"5/ NI.114- ve- Tb F e 1„.ir <T%5 0-rd' r A/0 2f.)-/ PARTS USED: /1/V/ eft/C5 7-�'•H S G 1 jI JOS 1+ (6Tie-/ 9/Z" qZ - SS 8 Part Number Description Qty Price Total I-4 II LABOR HOURS Complete? / N This is not an Invoice. Labor and Taxes will be applied. Travel Start: "3:06, Arrival Time: 3:C-0 Customer's Signature Departure Time: 6":1/42 Breaks: G'���' ,e Hours Travel: Technician's Signature Hours Working: Copies: White (original) - Customer Yellow -To Office Pink - Billing , 24 Hr. Emergency Service B 8,-..4. J FIRE PROTECTION INC. 3 1083 Sassertown Rd., Rocky Ford GA 30455 (912)863-4569 Azaja_ "Proudly Sewing Savannah and all Surrounding Areas" REPORT OF INSPECTION (Per NFPA 25) Date: i/- 2.. ,2 4,Z3 Name of Facility: it/pAc./ ir;...TA Z>a71---/tzts irs.5 Address /5/1/ Biii/er Ai.eize,r 7 'I - Street ' City State Zip Contact Person:Mr.Wiih&r,t ,4' 1 II n Phone: /1.L- 3 0 or- 1,Z14/ /Type of System: 14,,e.7/ RE1,2;/,,v4a-i e_ / '''s ,/492:71-Number of Risers 3 L• Annual Semi-Annual Quarterly NOTE: Only Items Checked Apply(Items not checked do not apply to your system) Page 1 of 8 i OWNER'S SECTION (to be answered by owner or occupant) NO YES 1. Is the building occupied? 2. Has the building occupancy/hazard changed since the last inspection? (-./' 3. Are all systems in service? ❑ jr- 4. Has There been any modification to the system since the last inspection? See tammen/,e bc%w Li De 5. Was there an actuation of device or alarm since the the last inspection? (if yes, explain) ❑ - INSPECTOR'S SECTION (All responses reference current inspection) Sprinklers 1. Are all sprinklers in good condition? ❑ F 2. Are all sprinklers free of obstruction? J f►�" • 3. Are spare sprinklers and wrenches available? Cl 2 4. In spray coating area, are sprinklers free of accumulation? ❑ 5. Is the hydraulic nameplate in place and firmly attached? ❑ 6. Are alarm devices provided and in good condition? ❑ LV" 7. Do any sprinklers need to be tested or replaced? [ ,,� ❑ Piping 1. Is all sprinkler piping in good condition? n Hangers/Seismic Bracing 1. Are all hangers and seismic bracing in good condition, firmly attached,and free of corrosion? ❑ �' - Fire Department Connections 1. Are fire department connections visible and in good condition? U 2. Are caps and plugs in place? Li Water Supply Pressure 1. What is the water supply pressure? ,,rir psi Wet Systems 1. In area protected by wet system, is the building properly heated? ❑ El .sae- G a Mrne,t11i .04hid Dry Systems 1. Is the system heated properly? ❑ I- ! 2. Are the low-points drained? n J 3. Is there adequate air pressure to the system? Cl n 4. Is there adequate water pressure to the system? ❑ ❑ DRY PIPE TEST RESULTS SYSTEM NO. SYSTEM OPERATIONAL INSPECTOR DATE i COMMENTS 1. '7 s h elpe S is .b w P- t' i #/ 1p44 4. (2)71/ 2. ,SprfA4/rr Acad., to!PAV 4 Jded .'It L� resl.r ,AreiJ 3. A e ny A ,e d s pr-to h 1[ Y lte4./Y IdLr c r'/14[rr1 4. _ 5. ' _ . , J' ,; At 4,4 Du&.-) .SPriitkf[r i A AA., 6. Page 2 of 8 , NO YES Gauges 1. Are gauges in good condition and indicating proper water, air, or nitrogen pressure? n ,- Main Drain Test • 1. Has The main drain been tested? ❑ 2. Were the results recorded? ❑ 3. Were there any changes from the last test? (if yes, explain) ❑ Water flow Devices 1. Were all waterflow devices tested? 01.r- Antifreeze 1 Has the antifreeze solution been tested by measuring specific gravity? ❑ LI 2. Were the results recorded? ❑ Standpipe and Hose Systems 1. Type of systems: Wet 'fes❑ Number No❑ ' Combined: Yes LI Number No❑ Dry: Yes❑ Number No❑ Water supply: Automatic[ Manuall I None ❑ 2. Are standpipe and hose in normal position (open or shut)? ❑ ❑ 3. Is standpipe and hose in cod condition and free of damage? Li ❑ 4. Are the valves: Locked Lj sealed❑ supervised❑ 5. Are hose valve outlet's caps and gaskets in place? ❑ ❑ 6. Are hose connections free of damage? ❑ ❑ 7. Are valve handles in place? L ❑ 8. Are hose valve outlets free of obstructions? ❑ ❑ 9. Are restricting devices in place? ( 1 ❑ Hoses _ 1. Are hoses removed, inspected, and reracked? ❑ _ 2. Are hoses free of mildew, damage, and deterioration? ❑ ❑ 3. Are hoses compatible threads on coupling? ❑ ❑ 4. Are hoses connected? ❑ ❑ 5. Is hoses test date current? ❑ ❑ Hose Nozzles 1. Are hose nozzles and gaskets in place? ❑ CI 2. Are hose nozzles free of obstructions? L Li 3. Do the hose nozzles operate smoothly? 7 ❑ Hose Storage Device 1. Are hose storage devices easy to operate'? ❑ ❑ 2. Are hose storage devices free of damages and obstructions? ❑ ❑ Are hoses properly racked, rolled, clips in place, and correctly contained? Li 7 Hose Cabinets 1. Are hose cabinet doors able to swing open 180 degrees? ❑ ❑ 2. Are hose cabinet glazings in good condition? ❑ Li 3. Are hose cabinet locks, if present, functioning properly? LI ❑ 4 Are hose cabinet glass break devices properly attached? ❑ ❑ 5. Are hose cabinets properly identified? l! ❑ • 6. Are hose cabinets free of obstruction? ❑ ❑ 7. Are hose cabinet equipment/devices accessible? ❑ ❑ Page 3 of 8 1 STANDPIPE AND HOSE SYSTEM I SYSTEM 2 SYSTEM 3 *CLASS OF SERVICE (I, II, OR III) If Class II or III, Are hoses provided? `f❑4, ❑� Y❑N❑ Y❑ N L] Hose Type: Lines or Unlined *TYPE OF SYSTEM (Wet, Combined; Dry) Water Supply: (Auto, Manual, None) NO YES Water Storage Tanks 1. Is the tank water temperature at least 40 degrees F? ❑ ❑ 2. Is the tank heating system operating properly? L L 3. Is the tank full of water? 4. Is the water in good condition? (Not frozen and free of debris and algae, etc.) ❑ ❑ 5. Is there proper air pressure(for pressure tanks)? i 1 ❑ 6. Are the exterior of the tank, supporting structure, and and catwalks or ladders in good structural condition? I l ❑ 7. Is the area around the tank and supporting structure: a. Free of combustible storage, trash, debris, and brush? ❑ ❑ b. Free of materials that could result in accelerated corrosion or rot? ❑ c. Free of ice buildup? ❑ ❑ d. Free of esostion? ❑ ❑ 8. Are the hoops and grillage (on wooden tanks) in good condition? ❑ ❑ 9. Is the exterior painted, coated, or are insulated surfaces of the tank and supporting structure in good condition? (No signs of degradation) ❑ ❑ 10. Are the expansion joints in good condition? (No leaks or cracks) ❑ ❑ 11. Is the tank interior in good condition? (Paint condition/scale buildup) ❑ [] 12. Are the interiors of the pressure tanks in good condition? ❑ ❑ 13. Does the low water temperature alarm work? ❑ ❑ 14. Does the high water temperature limit switch on the tank work? I❑ ❑ ❑ ❑ 15. Does the low water level alarm on the tank work? 16. Does the high water level alarm on the tank work? ❑ L 17. Has sediment been drained or flushed from the tank? Li ❑ 18. Is the water level indicator accurately indicating the water level? ❑1 ❑ 19. Have the pressure gauges been tested with a calibrated gauge • in accordance with manufacturer's instructions? I I ❑ 20. Have all tank drain valves been fully cycled? ❑ ❑ 21. Have all tank vents (screened or open) been cleaned? ❑ ❑ 22. Has the cathodic protection system been inspected and serviced? ❑ ❑ • 23. Have lightning protection systems been maintained in accordance i with NFPA 78, Lightning Protection Code? ❑ ❑ 24. Have all tank thermometers been maintained in accordance with the manufacturer's instructions? ❑ ❑ 25. Are valve pits and valve or heater hoses maintained at a minimum • 40 degree F,weather-tight, and free of water accumulations? Li ❑ Page 4 of 8 NO YES Deluge Valve (Consult Manufacturer's Literature) • 1. Is the valve in good condition? ❑ ❑ 2. Is the trim connected properly? (If no, list deficiencies) 7 ❑ 3. Is the heating system in good condition? ❑ ❑ Automatic'Detection Equipment(Coins.'.NFPA 72E) 1. Are the detectors securely attached to their supports? i —1 2. Are they protected from corrosion where necessary? PI ❑ 3. Are they protected from weather where necessary? ❑ ❑ 4. Has any of the equipment been damaged? ❑ ❑ 5. Is all wiring or tubing intact? (If no, list deficiencies and corrective action) ❑ ❑ Water Spray System Piping, Fitting, Hangers, Nozzles 1. Is the piping in good condition? I I ❑ 2. Is the piping properly connected? 3. Is the piping properly aligned? ❑ 7 4. Were all low points drained during this inspection? (if no, list deficiencies and corrective action) I I ❑ Fitting Condition 1. Are the fittings in good condition? P ❑ 2. Are the rubber gasketed fittings properly located? (If no, list deficiencies and corrective actions) P ❑ Hanger Condition �/ 1. Are hangers in good condition? ❑ LEI 2. Are the hangers securely attached to supports? Li 3. Are the hangers securely attached to piping? I (If no, list deficiencies and corrective action) Nozzle Condition 1. Are the nozzles in good condition? ❑ ❑ 2. Are the plugs or caps in place where needed? ❑ ❑ 3 Are the nozzles properly aimed to protect object or hazard? (If no, list deficiencies and corrective action) ❑ ❑ 4. Has the hazard or object changed in size to require fewer nozzles? (If yes, explain) ❑❑ ❑ • Valves Controlling Water Spray Systems • 1. Are all valves open? Li ❑ 2. How are they supervised? Sealed I I locked II) tamper[ e i none List all valves controlling er spray systems: Valve Location •pe Shut Sealed - :: • • - -Dolloped Pas,h i Pi/ agiliepe4 11(1-04 Drairi e / it i-l'/day' 1. Have there been changes in the water spray system that render drainage inadequate? (if yes, explain) ❑ ❑ 2. Are nearby processes or building susceptible to flooding upon operation of the water spray system? (If yes, explain) ❑ ❑ Page 5 of 8 1 NO YES Insulation (where it acts as exposure protection in lieu of water spray) 1. Is the insulation intact on the structures,vessels, or equipment? Lj Li Water Spray Systems Operating Tests Inspection Has the regular monthly inspection been completed in conjunction:gen This test? L L} Notification Local plant management? ❑ L! Local plant fire brigade? ❑ Local public fire department? ❑ Alarm receiving station? Li All departments or processes affected by or interlocked with this water spray system? ❑ J Department Contact `r hee rul `L i Mapi Preparation Have steps been taken to prevent damage to or floodin. of nearby buildings or processes while performing this test? ❑ ❑ Has the underground leading to the water spray system riser been flushed to remove debris that might block the water spray nozzles? Li ❑ • Operational Test System Information • Valve Size Required at the Valve Make Valve Model deluge valve Pressure Automatic release Make? Type? Number of Detectors? Manual Release Location? Tested? Yes 0 No ❑ System actuates or shuts down the following equipment: Automatic Test Method? Test Results? OK ❑ Slow i (compared to previous test) Alarms? Pass ❑ Fail I Nozzles pattern? OK F-1, Not acceptable 0(explain) Pressure at hydraulically most remote nozzle? Pressure at deluge valve? (compared to pressure recorded under*system information section*) Return to Service: Were all strainers cleaned of debris? ❑ L Were all strainers in good condition? ❑ Li Were the manufacturer's instructions followed when returning the system to service? -I ❑ Is the system in full service? ❑ ❑ Foam Water Systems 1. Is the foam tank level full? ❑ ❑ 2. Are the foam tank valves in proper position? i i i 3. Is the pressure vacuum vent operational? L 4, Is the Team pump free to rotate? Page 6 of 8 , NO YES 5. Is power available to foam pump? ❑ ri 6. Are foam pump controls and selector switches in proper position? I- Li 7. What is the foam pump capacity? gpm psi 8. What type of proportioning system is present? 9. Is there any piping damage present? Of yes, explain) ❑ 10. Are supports damaged DT missing? of'yes, explain) 11. Are discharge devices in good condition? _7 12. Are discharge devices free of obstruction? ❑ 13. Are discharge devices aimed properly? Li Li 14. What are the concentration test results from the flow tests? 15. Were the foam concentrate samples taken? I 1 P ! Valves _ 1. Are the valves protected from physical damage? 'F 2. Are the valves in the proper open or closed position? L I 3. Are the valves properly sealed, locked, or supervised? 4. Are the valves accessible? ' . ❑ - 5. Are the valves operable? ❑ 6. Was the annual lubrication performed? Li Check Valves 1. Was the five-year interval inspection performed? ' ❑ Alarm Valves 1. Alarm tested satisfactorily? I ! 2. Flow test conducted? Static,,r'T Residual 9Z, 3. Was the five-year maintenance performed? [F:: "-- Li Dry Pipe Valves 1. Are the valves' enclosures maintained above 40 degrees F? ❑ I 2. Were the flow tests conducted? I I ❑ Static Residual 3. Are proper air pressures maintained? ❑i 1- psi 4. Was the five-year maintenance performed? P 5. Was the primary water level tested? L ❑ 6. Was the annual trip test conducted? ❑ Li 7. Was the annual full flow test conducted? Li Li 8. Was the internal inspection satisfactory? ❑ I_. 9. Was the test conducted with QOD? 10. What is the starting air pressure? • 11. What is the time for the water to flow? 12. Was the ODD/accelerator test satisfactory? Li ❑ 13. Was the DPV test satisfactory? ❑ ❑ 14. Was the low air pressure alarm test satisfactory? 7 7 • 15. Was the air maintenance device test satisfactory? L 7 16. Were the low points drained? ❑ ❑ Deluge/Preaction Valves 1. Are the valve enclosures maintained above 40 degrees F? I I 2. Were the flow tests conducted? Static Residual ❑ 3. Are the supervisory air pressures properly maintained? I ❑ 4. Was the five-year maintenance performed? !❑ I- 5. Are the fire detection devices free of damage or corrosion? Page 7oi8 NO YES 6. Were the systems tripped in accordance with manufacturer's instructions? ❑ ❑ 7. Were the results satisfactory? ❑ ❑ Sprinkler Pressure Regulating Control Valves 1. Is downstream pressure in accordance with design? ❑ ❑ 2. Was the annual flow test conducted? ❑ E. Static Pressure: Inlet ❑ Outlet Residual Pressure: Inlet ❑ Outlet Li Fire Department/Hose Rack Pressure Regulating Valves 1. Was the five-year flow test conducted in accordance with manufacturer's instructions? -1 ❑ Fire Pump Pressure Relief Valves 1. Is the circulating relief valve operating properly? PI ❑ Other Pressure Relief Valves 1. Is the pressure in accordance with the system design? ❑ ❑ Backflow Preventors 1. Are the backflow preventors inspected/maintained in accordance with manufacturer's instructions? ❑I ❑ Fire Department Connections 1. Are the fire department connections visible, accessible, I and in good operating condition? ❑ 2. Are plugs and caps in place? ❑ 3. Are automatic drain valves operating properly? ❑ • Fire Pumps 1. What is the pump identification number? 2. When was the pump last tested? 3. What is the shut-off pressure? 4. What is the pump rating? gpm psi 5. What is the pump peak load (150% capacity)? 6. What features does the pump have? Automatic start Remote start Automatic stop Yes❑ No❑ Yes❑ No❑ Yes❑ No PI psi psi psi 7. Was the automatic start tested? ❑ ❑ 8. Was the remote start tested? ❑ E. 9. Were the relief valves functioning properly? ❑ ❑ 10. Were the packing glands adjusted? ❑ ❑ 11. Were the motor and pump bearings lubricated? ❑ ❑ 12. Was the engine oil/coolant checked? 13. Was the battery/cables checked? ❑ ❑ 14. Were the controller lights functioning? ❑ H 15. Was the controller alarm functioning? _I Inspected By: /l,G�d� Date: ; 0 Page 8 of 8 Andersen. Andersen Windows-Abbreviated Quote Report Andersen Project Name: 1415 Butler Ave.- Impact Commercial Section 11/ „oew' Quote#: 000196 Print Date: 08/29/2006 Quote Date: 08/29/2006 iQ Version: iQ6.1 Page 1 Of 3 w ooaw Dealer: Customer: NCEIXED 456 Pae Rogers Road Billing Fleming, Georgia Georgirgi a 31309 Address: 912-880-4838 Phone: Fax: Sales Rep: Kevin Mobley Contact: Item Qty Item Size(Operation) Location Unit Price Ext.Price 0026 1 $ 4350.00 $ 4350.00 RO Size= NIA Unit Size= NIA KML Entry units per quote number 38498 0020- 4 6'0"x 2'0"(F) $ 788.37 $ 3153.48 Storefron t RO Size= 6'0 112"W x 2'0 5/8"H Unit Size =6'0"W x 2'0" H Unit, Rectangle,White/Pre-finished White, High Performance Low-E4 Tempered Impact Resistant Glass, Divided Light without Spacer,Specified Equal Lite, 2w1 h,2 1/4", Ext Grille-White, Int Grille-Prefinished White p pl 0019- 2 7'8"x 2'0"(F) $ 949.48 $ 1898.96 l 1U Storefron t RO Size=7'8112"Wx2'05/8"H Unit Size=7'8"W x 2'0"H Unit, Rectangle,White/Pre-finished White, High Performance Low-E4 Tempered Impact Resistant Glass, Divided Light without Spacer,Specified Equal Lite, 2w1 h,2 1/4", Ext Grille-White, Int Grille-Prefinished White 0018- 2 6'9"x T 8"16'9"x 4' 10"(FIF) $ 2330.59 $ 4661.18 Storefron t 2 RO Size= 6'9112"Wx7'7318"H Unit Size =6'9"W x 7'6 314"H Composite Unit,White/Pre-finished White, High Performance Low-E4 Impact Resistant Glass,No Grille(s), Mulling Location: Distributor, Mull Type: LVL 6 9/16 Reinforced Transom, Mull Priority. Horizontal 0017 a- 1 8'10"x 2'8"18'10"x 4'10"(FIF) $ 3111.50 $ 3111.50 Storefron 2 RO Size=8'10112"Wx7'73/8"H Unit Size=8'10"W x 7'6 314"H Andersen. Andersen Windows-Abbreviated Quote Report Andersen u i Project Name: 1415 Butler Ave. - Impact Commercial Section [Y = 06Wi ,ea., w Quote#: 000196 Print Date: 08/29/2006 Quote Date: 08/29/2006 iQ Version: iQ6.1 Page 2 Of 3 Dealer: Customer: 456 Pate Rogers Road Billing Fleming, Georgia 31309 Address: 912-880-4838 Phone: Fax: Sales Rep: Kevin Mobley Contact: Item Qty Item Size(Operation) Location Unit Price Ext.Price Composite Unit,White/Pre-finished White, High Performance Low-E4 Impact Resistant*High Performance Low-E4 Tempered Impact Resistant Glass, No Grille, Mulling Location: Distributor, Mull Type: LVL 6 9/16 Reinforced Transom, Mull Priority: Horizontal 0017- 4 4'5"x 2'8"14'5"x 4' 10"(FIF) $ 1867.93 $ 7471.72 1 _ Storefron t 2 RO Size=4'5112"Wx7'7318"H Unit Size=4'5"W x 7'6 314"H Composite Unit,White/Pre-finished White, High Performance Low-E4 Impact Resistant*High Performance Low-E4 Tempered Impact Resistant Glass, No Grille, Mulling Location: Distributor, Mull Type: LVL 4 9/16 Reinforced Transom, Mull Priority: Horizontal 0016- 5 8'0"x 2'8"/8'0"x 4' 10"(F/F) $ 2596.99 $ 12984.95 Storefron t 2 RO Size=8'0112"Wx7'7318"H Unit Size=8'0"W x 7'6 3/4"H Composite Unit,White/Pre-finished White, High Performance Low-E4 Impact Resistant Glass,No Grille(s), Mulling Location: Distributor, Mull Type: LVL 6 9/16 Reinforced Transom, Mull Priority: Horizontal 0015- 2 5'4"x2'8"15'4"x4' 10"(FIF) $ 1970.91 $ 3941.82 Storefron 2 RO Size=5'4 112"W x 7'7 318"H Unit Size=5'4"W x 7'6 3/4"H Composite Unit,White/Pre-finished White, High Performance Low-E4 Impact Resistant Glass,No Grille(s), Mulling Location: Distributor, Mull Type: LVL 6 9/16 Reinforced Transom, Mull Priority Horizontal 0014- 4 4'8"x 2'8"14'8"x 4'10"(F/F) $ 1786.17 $ 7144.68 Storefron t 2 RO Size=4'8 112"W x 7'7 318"H Unit Size=4'8"W x 7'6 314"H Composite Unit,White/Pre-finished White, High Performance Low-E4 Impact Resistant Glass,No Grille(s), Mulling Location: Distributor, Mull Type: LVL 6 9/16 Reinforced Transom, Mull Priority Horizontal Andersen. Andersen Windows-Abbreviated Quote Report Andersen NWA Project Name: 1415 Butler Ave.- Impact Commercial Section µj Quote#: 000196 Print Date: 08/29/2006 Quote Date: 08/29/2006 iQ Version: iQ6.1 Page 3 Of 3 ooaw Dealer: Customer: 456 Pate Rogers Road Billing Fleming, Georgia 31309 Address: 912-880-4838 Phone: Fax: Sales Rep: Kevin Mobley Contact: Item Qty Item Size(Operation) Location Unit Price Ext.Price 0013 - 2 6'0"x 2'8"16'0"x 4' 10"(FIF) $ 2151.71 $ 4303.42 1 Storefron t 2 RO Size= 6'0112"Wx7'73/8"H Unit Size =6'0"W x 7'6 3/4"H Composite Unit,White/Pre-finished White, High Performance Low-E4 Impact Resistant Glass,No Grille(s), Mulling Location: Distributor, Mull Type: LVL 4 9/16 Reinforced Transom, Mull Priority: Horizontal Subtotal $ 53,021.72 Total Load Factor Tax(6.000%) $ 3,181.30 Customer Signature 12.076 Grand Total $ 56,203.02 Dealer Signature **All graphics viewed from the exterior Project Comments: City of Tybee Island • Planning & Zoning Dept. lukwAtk Ae . *':t.\ IF itt,,,,,,,• ■ F-:.4.0 ?, / Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 MERN'ASNAL Phone 912.472.5032 - Fax 912.786.9539 CODECOUNCII: MEMBER Permit No. 1 -2 - 03 2. 2_ Date Requested 3 - 1 q - 13 , 7, Owner's Name 11-11.<" Lt,ui Date Needed -2o - f 3 Gen. Contractor '---""P. . (._. k 10 Subcontractor Contact Information ,4 d r e ,4-) (,0(e) i - -it( 2 , . v Project Address I i ( Scope of Work \ CI- a , i 61--ore., loUltici ocA--) Inspector 2/ 1 Date of Inspection 2: , 7 r. 0 ),--:. , i-var-- Inspection r ,.., q i --- e_ I t c . Pass F. rd Fee • i . , --,-4 -1 1 I . : (-,-, p fr & . Pass ( 1 . i , . Inspection -(ra I /W._ ck . 0 Pass El Fail El Fee 1 CL-R1 -' 12...:62,L) 7 -.7-:• 0/0-S47" 14-1(47-?. v-VA-0,,b 1,7--3-Z.: -.-- 4. r*'t 14.---,,2, --..,-,-riao 1 --_,- , :_---c.),3,,,,k-,(-4-,.,_,,\, -- ,, I-- , 1 1 Mt 44 v_:,)t,61-1 vu A-1 ....-: , ....„ t.„),- ..),,-k---,,,,,,_a_Lizi..-.., -Ld_.::_„,,7,-_,4,4„.../.. .. Lis), 1 Inspection -c\' : (\ a,X 10 1 G,6 . , Pass .. Fail gl- Fe ii,„ 7-) (_, 1 ' '..K_Y:,, ,---r, .,D (L) A---7 , ',/. 7.-- 7" ,\...:-s-w, ..L-3- N-C --)1--.., r.,X,,CAYillil: "."'‘ - -- "" \ —1 -- , ---, ,/ , !•---'.\-)'=:.> 1 .,, V ,-- , - ----)r NI 1-> 1 4^.-- 1"-- t'■)C:41.,„. t'1.ria-C,,..E4 . ,, •,-- - TX Result Report P 1 02/07/2013 09:36 Serial No. CH35228060004 TC: 378833 Destination Start Time Time Prints Result Note 18888514411 02-07 09:359 00:00:51 9001/001 OK g Note MIX: Mixed OriggPnnai_TX, CALL:wManuaai'TX, CSRCZeCSRC,gFIUD:FForward, PC: PPC-Fax, RLFAXReIa9ernet:FConfdidentDirection,i , : BulletinC1SIP rSIPnFax.FIPADR:FIP Addreess Fax,TX. 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, LOWR:Receiving length Over, POWER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. IY1/011V ,`"4-2/1YL" 1-43 1 7f 4 . 42b ' RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER PHONE: 1-888-748-6843, Press 1, Extension 32855 or 32856 FAX: 1-888-851-4-411 Location Address: / /-5" C Release mate: GWO Type of Release: Temporary Permanent Permit # Electrician: C:::7 L Phone # '9/o?--6/-P274-2%; _ Owner/Builder: ����� p Phone # Location Address: Release Coate: Type of Release: Temporary Permanent Permit# Electrician: Phone # Owner/Builder: Phone 44 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER PHONE: 1-888-748-6843, Press 1, Extension 32855 or 32856 FAX: 1-888-851-4411 Location Address: /1-#5 (rata 441-0) Release Date: 00 7/71-0/.� Type of Release: Temporary g Permanent Permit # -D, ? Electrician: Phone # O/ -41t4376 Owner/Builder: 17v, Phone # Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Owner/Builder: Phone # - '--- ci ,,•-,-,--''' tk°,11■-- City of Tybee Island • Planning & Zoning Dept. lalk% Inspection Report asuaik 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 5.11."`Iri ,,,,,, 4 INTERNATIONAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. ' 7 ' ,- -- Date Requested 'VVI -- / Owner's Name ' - : - Date Needed Z/ Gen. Contractor Subcontractor / - Contact Information 7, - -,)'- ,?„_),-.),:,7 d ; ,,7- Project Address ,7 :":,-;` i4, I Scope of Work / Inspector Date of Inspection -- _,,,./ Inspection Pass ii--- Fail El Fee 1....._ Inspection Pass 0 Fail D Fee Inspection Pass 0 Fail El Fee ' _. Inspection Pass 0 Fail 0 Fee 1 7------/ ii j v Pil City of Tybee Island • Planning & Zoning Dept. a`� , �} Inspection Report iii 1' 2! 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 �simiuma� \`° r CODE COUNCIL __� Phone 912.472.5032 • Fax 912.786.9539 / MEMBER Permit No. � - e/., '��- Date Requested 0/7 I°`z Owner's Name fM/AJs 641-C flit Date Needed I> /, 1 Gen. Contractor /�S��ubco/nttrractor �/ Contact Information -f',4 r t/ '01,1,d/:3_ h/ 4 - eJ Project Address /1/15 Ba--rte_o& Scope of Work i1 'TAIL ...S 1-0P„ Inspector -7/ii Date of Inspection/�� 11 Inspection c r ie EC41 - POl46-1.4 Pas ❑" Fail ❑ Fee /42' ';``x/ i f`j / 4,Ai / � , Inspection Z 4() 7 F7-- ' ,/ Ja- Pass - Fail Fee % ❑ ❑ /--z.2i'- i:. x' , 1;4j l/ `.:...jtir, — r --0 th Lit .---i-l-t../J /1G CL-Z -i_)/ 1-1) i'..ii/L. i; ///...:-/---- ' 1 , ,) 1'? 'i-J; An-¢t J Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee <<-„tom-, ,„.....,/ ,,`,rte' tt--- , % -% City of Tybee Island • Planning & Zoning Dept. .t&w i Inspection Report ■A�,t ` 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 !NT eira ATIfl-L r ,2_ Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. /.92- .5e2, Date Requested /i f/?f f - Owner's Name 1 ffV'S �4-r c 14 Date Needed /rfl5!l_ . Gen. Contractor Subcontractor Contact Information / T• 4.57= O*3 o '7I/ • 774 '7 Project Address /4/.5 -51'fTLf Scope of Work Ki-7,41L P-bl9 Inspector Date of Inspecti a, �. Inspection PR Pass a Fail 0 Fee A. Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee i 410,)DA f , -� ) 0 / .6's'-°-- /CE O�, City of Tybee Island • Planning & Zonin j Dept. etk% r ``i Inspection Report s��� / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 °°" Phone 912.472.5032 • Fax 912.786.9539 ODE COUNCIL l MEMBER Permit No. 1 - a�„)c Date Requested /'O its..:. 71.4- /1 , Owner's Name (f, A) //JP 7( Ill Date Needed JO Jif 1/1 Gen. Contractor Subcontractor Contact Information ;.c).-4 J. - 6 .m „,'; ','t: Project Address AI/5 , -1-L-, Scope of Work ky)±7:11a-Ali ,c-b 4„,,L',,pd (0,,,,,,d,- Inspector Date of Inspection � ��.--P R Inspection Pass Fee i/7=,z %._ /I ) lam){,,,iv o !7 � . �%l7 'Z1J 7L," ).� /`'r��j � i, 2, j14_, iii---tv Inspection Pass ❑ Fail ❑ Fee E/ O/) Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee U.S.DEPARTMENT OF HOMELAND SECURITI ELEVATOON CERI1FMATt OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28,2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION 8 For Insurance Company Use: Al. Building Owner's Name I Policy Number CAPTAINS WATCH, LLC A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. I Company NAIC Number 1415 BUTLER AVENUE _ City TYBEE ISLAND State GA. ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOTS 23 AND 24,WARD 4,TYBEE ISLAND TAX PARCEL NO.4-0007-17-001 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)COMMERCIAL AND RESIDENTIAL A5. Latitude/Longitude:Lat.N 31-59-38.8 Long.W 080-50-55.3 Horizontal Datum: ❑ NAD 1927 ► NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s),provide: A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage NIA sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b WA sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B-FLOOD INSURANCE RATE MAP(FIR'.')INFORMATION B1.NFIP Community Name&Community Number I B2.County Name B3.State TYBEE ISLAND 135164 0001-0002 I CHATHAM GEORGIA B4,Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 135164 0001 C 06/17/1986 06/17/1986 A8 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑F1S Profile ►Z1 FIRM ❑Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 ❑NAVD 1988 DOther(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ['Yes t2 No Designation Date f CBRS DOPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: DConstruction Drawings* ❑Building Under Construction* ►1 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized LOCAL BENCHMARK Vertical Datum 1929 Conversion/Comments . Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor) 14.1 _.feet ❑meters(Puerto Rico only) b) Top of the next higher floor 22.4 ►:�feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑feet 11 meters(Puerto Rico only) d) Attached garage(top of slab) N/A ❑feet ❑meters(Puerto Rico only) e) Lout ovation of machinery or equipment servicing the building N/A ®fiat []msters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 12.2 Ofeet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 13.6 t7.4'aet ❑rre.rs(Puerto Rico only) .i: hi I D-SURVEYOR,ENOINEEPt,OR&�CIHNLCT C TIFICAT This ccr%.cction b to be ctgn d arid reeled by a land surveyor,enter,or arc.M1ac euiharizei by taw to certify E.vctian information. I certify that the inication on this Certificate represents my best efforts to interpret the data available. - n n n I understand that any false st mint may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. N�r_ / C � ❑ Check hare if comments are provided on bade of form. / ,e ` V le Ccrt;.`,ar's Nr ne Licence Number t`^.:CHAEL J.GARDNER ..---N GA R,I_•S.0 22€15 Ti.12 / / Company Name - d • 7 LAD SURVEYOR ,. rill EDIVA5 DS.f�C. Ir 13 CA If / ROVER // GEORGIA ZiP 031322 138 CANAL.STREET \Nti` �► / Signature / >� / Date Telephone 9 �J r 08/08/2007 912-330-0026 19' d IMPORTANT: In these spaces,copy the esponding information from Section A. I For Insurance Company Use: Building Street Address(including Apt.,-Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 1415 BUTLER AVENUE _ City _ State ZIP Code I Company NAIC Number TYBEE ISLAND GEORGIA 31328 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments C 2(e)AIR CONDITIONER UNITS LOCATED ON ROOF OF STRUCTURE STRUCTURE IS USED FOR COMMERCIAL AND RESIDENTIAL WITH PARKING UNDER RESIDENTIAL AREA. PROJECT# 050198A,SA3S(FVV J.B.538, PG.26 Signature /�*' Date 08/08/2007 ❑ Check here if attachments SECTION E—B(1ILDING ELEVATION'INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is ❑ feet ❑meters ❑above or ❑ below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ['meters ❑above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9(see page B of Instructions),the next higher floor (elevation C2,b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑ below the HAG. E3. Attached garage(top of slab)is _ ❑ feet ❑ meters ❑above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑meters ❑ above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B,and E are correct to the best of my knowledge. Prop Owner's or Owner's Authorized Representative's Name 1�) c — --- su.A.tC 1I• E . Addre City State ZIP Code.. "- `4- 2.ets . TA E Cam.tS1) G . 3l3 t ure ) Date Telephone CommentsC--- 0Check here if attachments SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable,item(s)and sign below. Check the measurement used in Items GB.and G9. G1.❑ The information in Section G was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The follcraing information(Items G4.-G9.)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued 1 G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has bean issue for. ❑R M Construction ['Substantial Improvement GB.Ebvetion of wilt lost now(tnriu '.v 1=e—mead)of the busting: ❑f,,t ❑nr tsrs(PR) ❑Daum G9.BFE or(in Zorn AO)depth of flooding d the bud g eta: ritat ❑ mss(PR) ❑ Datum Local 07i-toads Nana TrIte Community NMTIZ Telephone Signature. D� Comments 0Check here if attachments Printing: Layout Page Page 1 of 1 --- SAGIS Savannah Area GIS Savannah Area Geographic Information System AL 11 AE 1? 2E1 f t 7 i t 5- ,-.E: 13 0 200 440-ft J . / Owner: CAPTAINS WATCH LLC PIN: 4-0007-17-027 Property Address: 1415 BUTLER AVE Zoning: C-1/SE Flood Zone: AE Aldermanic Code: 0 Other Municipality 4 Commissioner Code: Patrick K. Farrell Phone:912-355-6699 Voting Precinct: 4-11C Elementary School: HOWARD ELEMENTARY Middle School: COASTAL High School: Islands Zip Code: 29601 Neighborhood Code: 20217 Calculated Acreage: 0.04428967 Land Value: 10 Building Value: Real-estate Value: 10 Sale Price: 4300000 Sale Month: 06 Sale Day: 30 Sale Year: 2006 Legal Description: COMMON AREA CAPTAIN'S WATCH Property Card: Click Here Powered by BmaryBos http://www.sagis.org/app/NET/print.aspx 9/24/2012 Dianne Otto From: Robin Bowen [rebowen @chathamcounty.org] Sent: Tuesday, September 25, 2012 2:45 PM To: Dianne Otto Subject: FW: 4-0007-17-026 &4-0007-17-027 From: Ben Geidel Sent: Tuesday, September 25, 2012 1:14 PM To: Robin Bowen Subject: RE: 4-0007 -17-026 &4-0007-17-027 The common area is for the whole building, we just needed to put it somewhere. According to the Plat,the retail area covers the whole area where the maps show-26 and -27. The permit should only be for-26 if it only covers the retail area. In this case,-27 would be the stairwells, elevator, hallways, etc. -Ben From: Robin Bowen Sent: Tuesday, September 25, 2012 1:06 PM To: Ben Geidel Subject: 4-0007 -17-026 &4-0007-17-027 Diane Otto with Tybee needs information concerning the above PINS. She has a application for a commercial permit for (retail space)the bottom of the building. Parcel 26 is listed as retail area and it references CPB2C-396-397A. Parcel 27 is currently listed as Common Area with the same CPB reference. If you need more information, let's talk after lunch. If not her number is 472-5031. Thanks Chatham County Board of Assessors: 2'2 Property Record Card 4-0007-17-02r Page 1 of 2 2012 Chatham County Board of Assessors 4-0007-17-026 Property Record C and 1415 BUTLER AVE TYBEE ISLAND APPRAISER PSMILLER RETAIL AREA CAPTAIN'S WATCH CONDOMINIUMS CPB 2C-396,397A CAPTAINS WATCH LLC CAMA ASMT LAST INSP 02/02/2012 12 LAVINIA AVE LAND 1 APPR ZONE 000008 GREENVILLE SC 29601 254,400 177,500 BLDG 1 297,300 462,000 OBXF 2 551,700 639,500 OVERRIDE SALES BOOK/ INS VI QU RSN PRICE CODES PAGE PROPERTY 0002 COMMERCIAL 30 Jun 311U 0713 WD I Q QW 4,300,000 ' USE j2006 UTA 0004 Tybee Island GRANTOR:ROCKER DEVELOPMENT LLC NBHD 020216.50 T216 TY CAPT'S W GRANTEE:CAPTAINS WATCH LLC CNO 04 Jan 300D 0389 WD I Q QW 2,083,000 —.. EXEMPTIONS ~ 2006 - GRANTOR:SIMON ANTHONY P&RUTH C � COMMCATEG 2200 Condos GRANTEE:ROCKER DEVELOPMENT LLC HISTORY LAND IMPR TOTAL PERMITS TYPE DATE AMOUNT1 2011 639,500 639,500 MAV 06-0644 16 Feb 2011 Comp 49,000 2011 639,500 639,500 Over 06-0391 CM 09 Jan 2007 Insp 64,253 2010 639,500 639,500 MAV 1060365 DM 09 Jan 2007 Comp 54,000 01/14/2008 2009 639,500 639,500 Over 06-0625 PO 14 Dec 2006 Issued 26,000 .- 2008 639,500 NC 95-7 CM 10 Jan 1995 Issued 4,100 [Click for larger picture] __ COMMENTS: /~ '"*r Chatham County 10 Feb 2010 2010-PROPERTY REVIEWED SAG IS A Tax Commissioner FOR INTERIOR COMPLETION; ,r...m. .,..6. BLDG IS STILL SHELL RETAIL -----'.. 4,,,-„,..04' hr.,p-J: L :ut=rrnnt SPACE;NVC;LAL 07 Jan 2010 TY10 RETURN VALUE ENTERED 27 Aug 2007 2008 NEW PIN SPLIT OUT OF 4-7-17-1 PER CPB 2C- 396,397A 08/27/2007 ATW. EXTRA FEATURES ID# BLDG# SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE 139429 85764 Comm porch v good 0 0 200.00 V 21.21 4,242 2007 2007 60 4,200 2,700 139430 85764 Uncoded Feature 0 0 3815.00 V 120.00 457,800 2007 2007 60 453,222 294,600 Description=CONDO AMENITY LAND ID# USE DESC FRONT DEPTH UNITS/TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 110247 CONDOS 0 0 1.00-UT 5.00 P 0 -1 http://boa.chathamcounty.org/DesktopModules/ChathamCounty/BoardofAssessors/PropertyRecordCard.asp... 9/24/2012 Chatham County Board of Assessors: 2n12 Property Record Card 4-0007-17-027 Page 1 of 1 2012 Chatham County Board of Assessors 4-0007-17-027 Property Record Card 1415 BUTLER AVE TYBEE ISLANE (APPRAISER AVMARCAN COMMON AREA CAPTAIN'S WATCH CONDOMINIUMS CPB 2C-396,397A CAPTAINS WATCH LLC CAMA ASMT LAST INSP 02/16/2011 10 LAND 1 APPR ZONE 000008 12 LAVINIA AVE BLDG 0 GREENVILLE SC 29601 OBXF 0 1 10 OVERRIDE SALES BOOK/ INS VI QU RSN PRICE CODES PAGE PROPERTY 0006 RESIDENTIAL 30 Jun 311U 0713 WD I Q QW 4,300,000 USE 2006 'v UTA 0004 Tybee Island GRANTOR:ROCKER DEVELOPMENT LLC GRANTEE:CAPTAINS WATCH LLC NBHD 020216.50 T216 TY CAPT'S W 04 Jan 300D 0389 WD I Q QW 2,083,000 / CNO 2006 \\\ 4 . .: EXEMPTIONS GRANTOR:SIMON ANTHONY P&RUTH C — GRANTEE:ROCKER DEVELOPMENT LLC 4 tr L _. i �� HISTORY LAND IMPR TOTAL PERMITS TYPE DATE AMOUNT 2011 10 10 Over 06-0391 CM 09 Jan Insp 64,253 2011 10 10 Over, 2007 2010 10 10 Over 060365 DM 09 Jan Comp 54,000 - 2009 10 10 Over 2007 01/14/2008 2008 10 10 Over 06-0644 21 Dec Issued 49,000 - - 2006 [Click for larger picture] 06-0625 PO 14 Dec Issued 26,000 2006 ."' ' � s*r. _..._ 1995 GAt a Chatham County 95 7 CM 10 Jan Issued 4,100 Tax Commissioner MIF_Or imese ' 4.,,0,4 Fip-■t,TU..:tat,rrent 'COMMENTS: 27 Aug 2007 2008 NEW PIN SPLIT OUT OF 4-7-17-1 PER CPB 2C- 396,397A 08/27/2007 ATW. (LAND ID# USE DESC FRONT DEPTH UNITS/TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 1110248 COMMON AREA 0 0 1.00-UT 10.00 ,1i" 0 C-I SE http://boa.chathamcounty.org/DesktopModules/ChathamCounty/B oardofAssessors/PropertyRecordCard.asp... 9/24/2012 ? 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FraTI Fre Internet ;-21 ' *i,100°A CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT „soA,'aNit 2 sets of building plans 1 copy of survey showing ground elevations&flood zone 1 copy REScheck or COMcheck eis U f (� n v� • $250 plan deposit Location: 1415 C , Tybee Island, GA 31328 PIN# 4-0007-17-QX9 NAME ADDRESS TELEPHONE 1415,Byteow LLC P.O. Box 2497, Tybee Island, GA 31328 911-/86-y5y6 Owner CAA 1�5&0.r-n Architect Boswell Design, Inc. 103 Nassau Dr., Savannah, GA 31410 912-897-6932 or Engineer Building Rockby, Inc. 251-B Riverview Dr., Savannah, GA 31404 912-443-3001 Contractor (Check all that apply) ❑ New Construction n Residential © Other Tenant Build-Out (existingn Single Family n Duplex n Multi-Family ❑ Commercial Details of Project: Retail shop build out of an existing building. The build out will consist of new mechanica's, plumbing tor restrooms and wiring for retail shop. Two new ada restrooms will be added. Estimated Cost of Construction: $ 45,000.00 Construction Type 5 (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood& Masonry (5) Steel& Masonry (3) Brick Veneer Proposed use: Retail Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: ALL EXISTING # Units #Bedrooms # Bathrooms Lot Area Living space (total sq. ft.) # Off-street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through Rockby, Inc. On-site waste and debris containers will be provided by Atlantic Waste Construction debris will be disposed by Rockby, Inc. by means of On site dumpsters I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 09/11/2012 Signature of Applicant:4/747/' Note: A permit normally takes 7 to 10 business 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: Si' ature Date FEES Zoning Administrator SAP _i Q' 4/ Permit it Code Enforcement Officer�� Inspections Water Tap Storm/Drainage Sewer Stub Inspections wit ' : Aid to Const. City Manager CC Recovery -. co cp c3s4< ak 4 rl TOTAL REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: Rockby, Inc. Project I.D.: Attachments approved by: Date: J(Y� 3 �r ' ,=;\ 4; s:'I % ,„kl/771 N"I116tA`- I June 30,2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co-Construction Exit Sdl -Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http://www.gaswcc.org/docs/ field_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5"-3.5"stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation,I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5"-3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids,thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing,Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However,the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to#2,higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer Signatur of• ner/C• .ctor CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE(912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. 1415 Butler Ave. Tybee Island, GA 31328 Location of Work: Owner's Name: 1415 Butler, LLC P.O. Box 2497 Tybee Island, GA 31328 Address: Contractor's Name: Rockby, Inc. This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. BFE Acknowledged and agreed to this day of , 20 Owner/Contractor Signature Owner/Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: / i . 5 ` ?1,3z3 Owner's Name: /91r f✓7L/(✓ L G 6- Address: ? 'CI ( 621 Oj `zt 25/kj e5,4 3 grY Contractor's Name: (Jc,kI / .Zj✓c I . This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner of agent and contractor(if applicable)that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The • ner as listed above will be held responsible for insuring that all permits have ben.;obtained and all required inspections have been made. The owner will be held legally liable for any violations ch may occur with or without his knowledge. The owner shall be allowed to request a Certificate • Occupancy when all inspections have been approved. r \A Owner's Signature V Date Rime\r r/P-Ign Owner's Printed Name Contr to s • nature Date SA/ 1.■ Contractor's Printed Name rr. '''r,." CITY OF TYBEE ISLAND / , COMMUNITY DEVELOPMENT DEPARTMENT P.O.Box 2749 403 Butler Ave.,Tybee Island,GA 31328 Phone(912)786-4573 • Fax(912)786-9539 ` Water Tap and Sewer Stub Application Location of work(street address) Contractor Address of contractor Contact name&telephone number of contractor Name of property owner , 1 Mailing address of property owner �► 9 Telephone number of property owner PO 4 Details of project Residential Commercial Enter the required number of water taps/meters and the number of sewer stubs: WATER TAP/METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size 3/4" 4" 1" 6" 1-1/2" 8" 2" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of meters and lines shall be the responsibility of the owner/contractor. Contact the Water/Sewer Department at (912) 786-4573, extension 122, for line and tie-in locations and for inspections. Contact the Community Development Department at (912) 786-4573, extension 136, to arrange pick up of a meter. It is the responsibility of the owner to establish a water/sewer account with the City. An application and deposit are required. Contact(912)786-4573,extension 110. Owner signature Date Owner printed name Contractor signature Date Contractor printed name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: Owner's Name: Address: !)\\ Contractor's Name: NOTE: Any alteration to City owned streets,curbs,sidewalks,waterlines, sewer lines,drainage pipes,catch basins, or other elements of the City's infrastructure,requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration,that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Description of alteration: A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration,or to an improved condition,as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. Owner's Signature Date Owner's Printed Name Contractor's Signature Date Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer Date Drainage Date I , CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Temporary Electrical Service Affidavit 1415 Butler Ave Tybee Island, GA 31328 Location of Work: 1415 Butler, LLC Owner's Name: P.O. Box 2497 Tybee Island, GA 31328 Address: Contractor's Name: Rockby, Inc. This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner/contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in disco► linuance of the electrical service. Tempora , rical ice will be granted as an aid to complete construction only.It will be granted f s .xim If six months and may be revoked as circumstances dictate. Owner's Si nature I Date e-,n (64 Owner's Printed Name Contra or' S. ature Date I1.r1/t"/ t7-/i?i) Contractor's Printed Name Witness's Signature Date Lie- shall be Vv`— t ALL wiring, service provided to Witness's Printed Name included, must be disconnect all COPPER. NO conductors from the aluminum allowed. service-entrance conductors.NEC 230.70 i . CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: /1//r #✓/�`GV / ., 7,4 154r,e1 629 3/132)? Owner's Name: ( q/r �7,�//q% / L I - C Address: / f% /3 v °?1'"/ /: 44? /;,,_c� 6it4 70 2d Contractor's Name: /C Ot. ry�, List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. Conditioned Air Technology HVAC 1. Company Business Type P.0 Box 340 Tybee Island Address License Number 5� • Contact Person Larry Phone Number 912-844-5879 Tybee Island Plumbing, LLC Business Type Plumbing 2. Company P.O Box 21 Tybee Island Address License Number nil-It ;1ei p.2019'3`) Contact Person Chris Phone Number 912-786-7757 O'Connor Electric Company, Inc. Electrical 3. Company Business Type 1431 Dale Drive, Savannah, GA Address License Number9Th7f; EA/0/0321 Contact Person Pat Phone Number 912-484-8376 Rockby, Inc. General Contractor 4. Company Business Type 251-B Riverview Dr. Savannah, GA Si RLC0002583 Address License Number Contact Person Matt Phone Number 912-443-3001 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. PAR - bicM _______ DRAWINGS CONSTRUCTION _ _ _ . , _. „ : n,. , PR _ D FOR , , _ . . .t.. .e t f .; v§a y y . E f _ and ti3: a : :.._. , :,1,,1":�ex.,,!.et�i.,,xx st , .. ., ,,. A N ..... w gx- .T==a.�==..:te r,.... -,.w -.: .fs- - _._--z 11 :.a., C- �` ,-Sr J F 0 R r CAPTAI \ S WATC ......, ..„....„) :,. _„„, .. _:. ,A7. in: „,„, ,,,;, ,, , ,,,,„, , ,,.,,;„„...„ .._„_,, ,,,„ ..,,,,„,,, o,„ , ,, ,,,,, 0, ,i,:,- A T ,:,,,7_; :7:::_;;, _-:1:„-_ ,i,„ : ,-,;_:: ::;:.:: _.:,,., ,:::,,, 7:::__1, :=;;:y,,7 :__;,:i ; ,::::::-i__ :i,-_, ,_, _::_-__ _-,,,,,_ :-.,,_ _-i_ ,,,:,_,,,_, ;_,_;::: :;1,. ==,-,:_,: , s ,.,,,106 , 1. ,cfsico ,, ,,, 0,:. _ Chathan County 1 41 5 B L -FL E R A V E IN U �� - -t 35,E W . � �@¢ ''�T-i -.. 4 REVIEW FOR CODE COMPLIANCE o 0 3 Eve y effort has been made to :ode Li-?%, code violations, no oversight by the to violate, cancel, alter or aside . set an applicable codes or ordinances. The -b ., s, _. review and peri;�i , should not be constrcti" x v „� as warranty or guarantee. CHAPTER 17 PLAN. R V I �- \A/ D A I A _� . ,.�. .- 2006 IBC C SPECIAL INSPECTION REQUIREMENTS 1 . GENERAL ,DATA evie red By ..-_..A.,:__ _ w_.; ,_ . to l t2°- A. PROPERTY ADDRESS: Captain's Watch x SPECIAL INSPECTIONS "ARE NOT" REQUIRED FOR THIS PROJECT 1415 Butler Avenue Tybee Island, Georgia 31328 SPECIAL INSPECTIONS AS SHOWN BELOW B. MUNICIPAL AUTHORITY: City of Tybee I 1. INSPECTION OF FABRICATORS (1704.2) Plannin and Zoning 401 Butler Avenue Tybee Island, Georgia 31328 WHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS 912-786-4573 I AND ASSEMBLIES ARE BEING PERFORMED AT FABRICATOR'S SHOP, 2. . C ODE REQUIREMENTS v B 1 . E.- � �.tl��)� ��``�°°�;a � tom.-, r f �,OC,k.. �` ins t,t I AN APPROVED FABRICATOR AS PER 2006 IBC SECTION 1704.2.2 DOES ' ,s'q i ryC6 to Cis`- isons, NOT REQUIRE THIS SPECIAL INSPECTION. A. APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE --e_ p�-. 9�-- a 2011 NATIONAL ELECTRIC CODE a 15 '�' Tttle'3°�°` a c° `�'a���°;lU�a�° > �^ ®rv�G+�t1Z•, �-taT1C1�Ct`�t 2006 INTERNATIONAL MECHANICAL CODE a c L a 0° C)c"c -"�` c°`'e 2. STEEL CONSTRUCTION (1704.3) 2006 INTERNATIONAL PLUMBING CODE ` d s,�{�'�ciat o 2009 INTERNATIONAL ENERGY CONSERVATION CODE - e-dn �iOs�R� , . SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF BUILDINGS AND 2000 101 NFPA LIFE SAFETY CODE I STRUCTURES SHALL BE AS REQUIRED BY 2006 IBC SECTION 1704.3 2006 INTERNATIONAL FIRE CODE 1997 ADA GA. ACCESSIBILITY CODE `� AND' TABLE 1704.3. ALL WELDING INSPECTIONS SHALL BE IN o 28372 B. OCCUPANCY CLASSIFICATION: Mercantile Group - M 2 o O t=t Pt i � �� �li:G.E IOZL.�, COMPLIANCE WITH AWS D 1. 1. �-- {{ C. FIRE DISTRICT PROVISIONS: Not Applicable Y3 _' ' - 1 ��°. � h U � ,� �4 �'� � tNE 3. CONCRETE CONSTRUCTION (1704.4) a : { it n. V %1 - s t._ ' it io a 4 Q i d eo 1 A BQ� D. TYPE OF CONSTRUCTION: Existing Protected ` Mt-t,L � t � 44 '`=''-<= � ' end :a:liotroicivsr: at0 € e . 4=. 3--, s,; s?,N1n J "^ $n,, F:T.T7, ofittimontt only puking, limited atemo SPECIAL INSPECTIONS AND VERIFICATIONS FOR CONCRETE CONSTRUCTION * NOTE: ALL CODES HAVE GEORGIA AMENDMENTS. � �� l ROCUS8 �� SHALL BE AS REQUIRED BY 2006 IBC SECTION 1704.4 AND TABLE 1704.4. MAX. TRAVEL DISTANCE: M=250'. 4. MASONRY CONSTRUCTION (1704.5) I \ DIX 0 - DRAWI \ GS: SPECIAL =VENTS FACILITY SPECIAL INSPECTION FOR MASONRY CONSTRUCTION SHALL BE AS PER 2006 IBC SECTIONS 1704.5. 1 THROUGH 1704.5.3 AS APPLICABLE. JURISDICTION: Tybee Island, Chatham County, Georgia N N 5. WOOD CONSTRUCTION (1704.6) INTERNATIONAL BUILDING CODE [IBC]: 2006 t\ SPECIAL INSPECTIONS FOR WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES INTERNATIONAL MECHANICAL CODE [IMC]: 2006 COVER SHEET • SHALL BE IN ACCORDANCE WITH SECTION 1704.6. , INTERNATIONAL PLUMBING CODE [IPC]: 2006 6. SOILS (1704. 7) THE NATIONAL ELECTRICAL CODE [NEC]: 2011 Al FLOOR PLAN AND NOTES • SPECIAL INSPECTIONS FOR EXISTING SITE CONDITIONS, FILL PLACEMENT AND A2 ENLARGED RESTROOM PLAN, ELEVATIONS • I LOAD BEARING REQUIREMENTS SHALL BE AS PER 2006 IBC SECTION AND INTERNATIONAL GAS CODE [IGC]: 2006 TABLE 1704.7 AND SECTION 1802.2 AND SECTION 1803.5 AS APPLICABLE. AND SECTIONS NFPA101, LIFE SAFETY CODE [NFPA]: 2000 1 7. PILE FOUNDATIONS (1704.8) M1 MECHANICAL PLAN • ENERGY CODE: (ASHRE 90.1) [IECC]: 2009 SPECIAL INSPECTIONS SHALL BE PERFORMED DURING INSTALLATION AND M2 MECHANICAL NOTES • TESTING OF PILE FOUNDATIONS AS PER 2006 IBC TABLE 1704.8. ADA GA. ACCESSIBILITY CODE: 1997 El LIG-TING PLAN • 8. PIER FOUNDATIONS (1704.9) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS AND REVISIONS OF THE INTERNATIONAL BUILDING E2 POWER PLAN • CODE- 2006 EDITION, AND LOCAL CODES. SPECIAL INSPECTIONS SHALL BE PERFORMED DURING INSTALLATION AND E3 NOTES AND DETAILS • TESTING OF PIER FOUNDATIONS AS PER 2006 IBC TABLE 1704.9 AND THE AMERICAN NATIONAL STANDARD FOR PHYSICALLY HANDICAPPED PEOPLE [ANSI A117.1] AND THE AMERICANS WITH I SECTION 1802.2 AS APPLICABLE. DISABILITIES ACT [ADA]. . P1 WATER SUPPLY PLAN • 9. SPRAYED FIRE RESISTANT MATERIALS (1704. 10) ALL CONSTRUCTION SHALL COMPLY WITH THE STATE FIRE SAFETY STANDARDS, THE NFPA-101 LIFE SAFETY CODE- 2000 EDITION P2 NOTES AND DETAILS • AND INTERNATIONAL FIRE PREVENTION CODE 2006 EDITION. P3 WASTE PLAN • I SPECIAL INSPECTIONS FOR SPRAYED FIRE RESISTANT MATERIALS APPLIED I TO STRUCTURAL ELEMENTS AND DECKS AS PER 2006 IBC SECTIONS ALL ELECTRICAL INSTALLATIONS MUST COMPLY WITH THE NATIONAL ELECTRICAL CODE- 2008 EDITION. P4 NOTES AND DETAILS • 1704. 10. 1 THROUGH 1704. 10.5, ALL HVAC INSTALLATIONS MUST COMPLY WITH THE INTERNATIONAL MECHANICAL CODE- 2006 EDITION AND THE INTERNATIONAL 10. MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS (1704. 11) GAS CODE- 2006 EDITION. I SPECIAL INSPECTIONS FOR MASTIC AND INTUMESCENT FIRE-RESISTANT ALL PLUMBING INSTALLATIONS MUST COMPLY WITH THE INTERNATIONAL GAS CODE- 2006 EDITION. I COATING APPLIED TO STRUCTURAL ELEMENTS AND DECKS AS PER AWCI 12-B. I ALL ROOF FLASHING, GUTTERS AND DOWNSPOUTS MUST COMPLY WITH IOC 2006 SECTION 1 503. 11. EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (1704. 12) . . SPECIAL INSPECTIONS ARE REQUIRED FOR ALL EIFS APPLICATIONS. WINDOW REQLIREv -N TS: DESIGN PRESSURE (DP): EXISTING STOREFRONT 12. SPECIAL CASES (1704. 13) SPECIAL INSPECTIONS SHALL BE REQUIRED FOR WORK THAT THE BUILDING OFFICIAL DEEMS UNUSUAL IN NATURE AS PER 2006 IBC SECTION 1704. 13. B L I L D I \ G I \ F O R V A TI 0\ IIBC- 20061: 13. SMOKE CONTROL SYSTEMS (1704. 14) OCCUPANCY TYPE DESCRIPTION CONSTRUCTION SPRINKLER AREA (TABLE 503) HEIGHT STORIES TYPE PROTECTION NFPA 13 ALLOW ACTUAL ALLOW ACTUAL ALLOW ACTUAL SPECIAL INSPECTIONS FOR SMOKE CONTROL SYSTEMS SHALL BE INSPECTED M Mercantile Existing protected No Existing First Floor EXIST. 3,737 65'-0" 35'-0" 4 3 BY A SPECIAL INSPECTOR AS PER 2006 IBC SECTION 1704. 14. - . • d-----, : • L_ ■ t"I 2 \ z I�/ech . Doom I �, Q 0 (Concrete Finish) =__ - , Mech .. Room 2 I I /-o'. �� (Concrete Finish) -co ta ' 0 ;, `� 4i N ,� 18 Restroom l 2'-0" x 6'-0' j U o I \ WALL MOUNTED ^' • 4:ill { j i (Tile) MIRROR, TYP. OF 2. 2 1 p „� +i, O a a o it4 \ r f� �Q a I _ a; 'It I ` L.:2,. - SEE ENLARGED RESTROOM z z �`�V I •1 ..' H O PLAN SHEET A-2. DRESSING i I E•v)DRESSING I I MOP rm. •� .N 3'-3" / 5'- O ROOM 1 o it o ROOM 2 1 �- iv 1 SINK I 0 • ad �� ii 1 1 A 1/0"` (1)- '' _ NOTE: NEW FRAMED t ' AS DIRECTED BY OWNER INSTALL I ° 1.CF4 ll WALLS, TYP. I MERCHANDISE COUNTER i �r __ _ ��-- — � • • O WALL COVERING/RACKS. INSTALLS j Restroom 2 ' ►4 » ( `L .`'i< AS PER MANUF. SPECS. i \\ i } o O I (Tile) 5'-4" f 5'-4" t ■ o I I NEW FRAMED i I Amy b a 1 1 :: I i d- WALLS, TYP. \ i b • O - 1 . SALES COUNTER i II I 3 I f SEE ENLARGED RESTROOM =� J I CI fi Lam _ r PLAN SHEET A-2. — ! LINE OF LOWER CEILING, TYP. r I - OF CEILING TYP 0 <> :4WATER �J I ! ! COOLER I . EXISTING CONCRETE j : COLUMNS, TYP. L J 5'-6" US/ r New Sales Area New Sales Area I ' or (TILE OR EQUAL) I I w i (TILE OR EQUAL) =1z I ;z NOTE: r- --- — --- - - PAINT CEILING W/LATEX I - QUICK-DRY PRIME SEAL. I ONWER TO SELECT COLORS. '1104 NOTE: ;4 PAINT WALLS WHERE REQUIRED `' W/SEMI-GLOSS LATEX < 1 ` EXISTING STOREFRONT, TYP. ONWER TO SELECT COLORS. I ! o I Ii 11- 'ktimmat 1 ' ; j i I I 1 .., ._ .; :# us '. ! l ii (34 - — - -- �' o I U x floor Plan !!!.SCALE: 1/4"=1'-O" LC �E SA��T1� BATA DOOR AND FRAME SCHEDULE . J � , s # DOOR FRAME y g 1 WALL TYPE(S): SIZE DETAIL GENERAL NOTES ; �' a ;� 1 INTERIOR WALL: 3 1/2" STUDS ® 16"0.C. WITH MARK MATL EL MATL EL „\ \:'4 -- APPLICABLE CODES: IBC 2006 � � NFPA 101 2000, `� °' IECC 2009 5/8" GYPSUM WALLBOARD EACH SIDE; WD HGT HEAD JAMB SILL t 2006, > 5 HOLLOW CORE /' TO BOTTOM OF POST-TENSION I 3'-0" 6'-8" WOOD METAL FLUSH HOLLOW CORE 2 ,� f CONCRETE STRUCTURE. HOLLOW CORE r;" OCCUPANCY CLASSIFICATION: GROUP M 4 2 2'-8" 6'-8" WOOD METAL FLUSH HOLLOW CORE 2 ,, 3 i1 .�\' {� - O2 INTERIOR WALL: 5 1/2" STUDS 16"O.C. WITH . ' ry 5/8" GYPSUM WALLBOARD ONE SIDE; "sy ' -: 12" CEMENT BOARD & 5/8" WATER OCCUPANCY LOAD: 30 GROSS PER PERSON 1 RESISTANT G.W.B. ON ONE SIDE; , TO BOTTOM OF POST-TENSION CONCRETE o ' STRUCTURE. ACCESSIBLE MEANS OF EGRESS: 2 REQUIRED — 3 PROVIDED tt f'tt DI c FLOOR AREA CALCULATION TOTAL GROSS SQUARE FOOTAGE COMMON PATH OF EGRESS TRAVEL: 75 ft max, , F. 9 2x,.. t.4 4t EXIT ACCESS TRAVEL DISTANCE: 250 ft max. ; GROSS SQUARE FOOTAGE 3737 SF CV g NOTES: o I TOTAL OCCUPANT z 7. fi 3,737 SF / 30 = 125 x 1 . ALL SIGNAGE SHALL BE IN ACCORDANCE WITH IBC 2006 SECTION 1110. z „ REFER TO PLAN FOR GENERAL LOCATIONS. i SUMMARY r04,_ R z.OCCUPANT LOAD: AREA: FACTOR: OCCUPANTS 2. SEE ELECTRICAL FLOOR PLAN(S) FOR ALL SIGNAGE AND ALARM ELECTRICAL srE,,� r IMPROVEMENTS AND SYMBOL LEGEND. ° G (42 ASSEMBLY 722 15 SF/OCC, 48 OCCUPANTS KITCHEN 498 200 SF/OCC, 3 OCCUPANTS , 0 28372 * c� � Q PROFESSIONAL { OFFICE 48 100 SF/OCC, 1 OCCUPANTS •P iNe#, 0 .,,, < 'F4 ACCESSORY / RESTROOM 104 0 SF/OCC. 0 OCCUPANTS J ' I REQUIRED EXIT WIDTH: LOAD: FACTOR: WIDTH REQUIRED. WIDTH PROVIDED: 3 �. N - o .4 TOTAL SPACE 125 OH. .2 IN/OCC 25 INCHES 198 INCHES - 3 EXITS N g M3 MAXIMUM DISTANCE TO EXITS 60 FEET (250 FEET ALLOWABLE) BOSWELL DESIGN SERVICES, INC, , ,,i, W St zi.,PLUMBING FIXTURES REQ'D. OCCUPANTS: TOILETS: LAVATORIES: ,i o 4 103 NASSAU DRIVE SHEET p: 30 S.F. PER OCCUPANT: 125 1 MEN/1 WOMEN 1 MEN/1 WOMEN SAVANNAH, GEORGIA 31410 912 - 897 - 6932 Al 2 oF12 . COPYRIGHT 02012 1 Cadman Designs i i \ \ i \ \ MIRROR \ - — \ GYPSUM BD. GYPSUM BD. [PAINTED] \ [PAINTED] . DOOR CASING 6- . . 4'-6" MIN. I ,\,\\ /4 3'-0" MIN, 1-: 12" MIRROR 12 z 1.2 z 12 i MAX. n \/ 12 i = (.6 x (.6 6 S' SOAP _J -I -J I ° 0 ° 0 3'-6" MIN. 0 2'-6" MIN. 6" DISPENSER ,.. 0 - / / __ J4 / ( ) 0 0 - b -o ',.. I I BLOCKING i \ BLOCKING PTD -co TO STORE a: --,0 -co -co .. Ns I ) ,..... j .,'. LAVATOR ' -00 t ::. -"............... -,o1 TPD IIMIIIIMIll atummonemmt . 10 0 1 11 166116"-IC-)11 F14CtlC4C1) C°.--1: 0 \ ?< ...... .../ • 7-,,. t \-...1--- b WA ! 0"ET , . ----......., b 1 ID b i (i) ' Pi ) 8,, / : I Z\I War ft/ On g 2 '1 I 70 I BASE TRIM \ / -c., • i F-.4. 1,.'-.,, L .______.,__B AS E TRIM , \ \ . 1 BASE TRIM III \ \ E•,......, .,4 01 ,., V) " C11 / 7'-4" / / / 1'-11" / AS SCHEDULED )/ 5'-2" CD / / .7,-4,, / 1`-3" 3 -11 0 " tricilsop .:: : . ... ....:If.i.:... .., 0 . :::..: ‘ .... I"" •,-4 ; . . C:.•. . Ct 1x1 4.4 ",.. C-1) ® .:: RESTROOM ELEVATIONS .,( cn i . .. , SCALE: 1/2"=1 '—0" C:4 10. 61 P., ;..' 8' 0" CEILING 8'—Q" CEILING .. ,.. ,.. I , ,?...,, 15 1 —6" Al / / . ... $ / z 5/8" G.W.B. 6" PLUMBING WALL w/ SOUND //// ts. 1 ../ ..-, z , g INSULATION IN ALL WALLS / r 0 r r / / , / / 5/8" G.W.B. x , 0 0 Torminminrolii. // ;...t ( z,.. / /T \ ,, / 0 , * 0 N/ / 5/8" WATER % 1 / / RESISTANT G.W.B. ..,,,. ., = .1• ,..- . k . EA. SIDE .. ... .,-- CLEAR FLOOR SPACE .-------------.../ ! k AT LAVATORIES LAVATORY ___.;___,,, TPD,.,. / 2x WD. STUD — 2x WD. STUD ::)5(.:141:'12.:'-:-:15''''''''' —PTD,r" 'WATER ', EXISTING AS REQUIRED AS REQUIRED ' ,CLOSET N‘\ 1:=1, -///z/ STURCTURE © 16" o.c. @ 16" o.c. ] 1 \ / / SEE SHT. Al ,..„. / / SEE SH T. Al I CRAB BAR—N \, // —7/ N., i I ..., 4 1 A—2 141;2:. 1 C3 4, I — , t...T SALES/SL----FR VI C_- R E S TR 00 v 1 lir ii 7 , / , \ , d \ 60" DIA. WHEELCHAIR / ,..,. \\\ SPACE ./ // . . . . 8 i< . , .,- ------______-- 5/8" CEMENT BOARD jii /,.///// 247 ' TO 12" A.F.F. -x-, 172 \ ONE SIDE _.,f ..,,. g —I 0 3,_(..)" 1'-9" ,. / / BOTTOM TRACK BOTTOM TRACK . IN- 1.: 0 FIN. FL. 4.., FIN. FL. .t.‘:. u.., 0 ..U.1 -03 \ (r) —1 <4.-. 0 '' D 45 t : g a_ F > -.‹ 0 TYP _ _ _ TYP .---- .0 -0 .QJ --, .=' ENLARGED RESTROOM 1 PLAN — (RESTROOM 2 SIMILAR) .0 • SCALE: 1/2".----1 '-0" ;. ¢ (..) — TYPICAL INTERIOR WALL SECTIONS ... SCALE: 1"-----1'—0" - '4 :., TT.; C .\'Y' o 4: ,-, -,441°.,-,\V -:'''' -6 r, k7: V.‘"Z'j=,.,-A.',7".?' ,,t'''''' ‘ ,‘ 1-X*-'" , \'`',..\'''' I--% ok ; :- ,...e6g` --- '':S1 0" V) *\1N 'C's, (., "ct ,•,., 0 ' N ,, ,6., ei‘ c 0' ,colP .,---, W , P -- -,, g'' \o e6 ysoc‘ U r.- -. ::- '. =..., Cir) - 6 ,. ''' :1- 1°X/.*:::015(-)71/F 1 SE 2S Tr3:04:N247:1.(t* "CS ‘ 0 cd ... C7 (1) -i,,,s 0 .'' 0 .,- C-6-' >. 0 R rA a) L.T.. , - 3,. co CL. 7 °P %Mee' 444 E it Al ti '44. B OS 0 ..,-- cn ra 1.) --...-. bro..... t- ,.i.. co _ BOSWELL DESIG \ SERVICES, 1 \ C. ......, 103 NASSAU DRIVE SHEET ' ''1.1.''' )6' SAVANNAH, GEORGIA 31410 A--2 ,.. ..* -.„. 912 — 897 — 6932 3 OF 1 2 - ,,___ ,..,_, , ....._ .,.....,..m, .....-,.,..-..a. -r---.--,—,-". i• - a— ----- -- -,. , 1 . , 1 ; EXHAUST VENT TO OUTSIDE WITH - -1 WEATHER PROOF WALL CAP L - CU-2 I II CU- 1 •,,► I 1 a40.•► ' t,J,, I �'♦'.�� OUTSIDE AIR INTAKE WITH �`�� I I I `uifr WEATHER PROOF WALL CAP � I OUTSIDE AIR INTAKE WITH L_ —0 — — — _- i 5 WEATHER PROOF WALL CAP ( r ' d IL J — — I- J L � z I- 1-1 1 1 7-13 35 TON �I I I � O 1 i I Q � II II II7II (f) LI I � II III CD o EF 75 C"M E" 1 d w RP � � Lifill J - - — TOL J L- J I11 EQco H • 1 I I- I RETURN I 1 / L / ' 111 1 KIM I I 11 1 `Y) •Z 0� m ' I 1 0 EF I 75 CFM _ EXHAUST VENT TO OUTSIDE WITH ` ' < = ( III O I WEATHER PROOF WALL CAP Q d II I I I II (J) II I I ' 1 I 1 I I I I- -1 100 CFM 100 CFM 100 CFM 100 CFM ( - , 100 CFM 100 CFM y 100 CFM 100 CFM ( 100 CFM 100 CFM ( C iI�nl BB ( ImI i - -®r - �J I" ',, HE _ _ Hill ® _- ._. -- on ® - - -- a L J CO 6 6 - 6 6 6 6 6 G ---- -- -- -61 20 r I 20" 6° 18„ 6" 16„ G" 14„ 6° 12„ 6° 8" 6" G" 8" 6" 12„ 6" 14„ 6° 16„ 6" 18„ 6" 0 I 1 111111 111111 111111 111111 D 111111 11111 111111 ® 111111 11 1111 UM ( I CO 1 1 135 CFM 135 CFM 135 CFM 135 CFM 135 CFM 135 CFM 135 CFM 135 CFM 135 CFM 135 CFM 135 CFM 135 CFM I I 1111 I I 1111 1 1 V DI ILJ I I zm - o 1 o J L N �, 0 z J L J 1r — — — - - 1 L I Q o � I I X11 I � . i o � N 1111 I ( 111 1 1 1 I1 I III 1111 1 I I 1 III 1 11 I III 1 1111 t d IL ( L J � — — _ � L J ' — _ — IL __II — __ — � L _II IL -J ) IL JI IL J ! ; L_ JI- - — — _ — -L Ji — — W Q Z ' 1- Uz WI Q n < > OL ,,,,,s.:;:t-,,,,,r,-cp- 5 -z ...n, z 2 i MECHANICAL PLAN ._,\,,°9 ...,�•�'`' �?�- ,. SPECIAL DEMOLITION AND CONSTRUCTION NOTES : i-, NOT TO SCALE is `>-\'t 1 -' �' --(--: °'''P° ` I . CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING Z U X m 7::' ' -,1\`' ,,-\W�. ,'w- WASTE AND WATER LINES PRIOR TO CONSTRUCTION. d' 4 ,, 2. ANY DAMAGE TO EXISTING WATER AND WASTE LINES '" SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. i 3. SAW CUT EXISTING SLAB TO A SMOOTH LINE, REMOVE Reflected Ceding Legend CONCRETE AS REQUIRED FOR CONSTRUCTION, COMPACT AND REPLACE WITH 3,000 psi (min.) CONCRETE. 2 x 4 FLORESCENT i ►�, u6HTF�XTURE 4. CONSTRUCT PLUMBING WALLS WHERE REQUIRED. SMOKE DETECTION SYSTEMS CONTROL : 3 il 1_.---�_— —1 2x2 SUSPENDED 1 . SMOKE DETECTORS SHALL BE INSTALLED WHERE 7. KITCHEN HOOD VENTILATION SHALL BE 12. IF REQUIRED, FIRE EXTINGUISHING SYSTEMS SHALL -I I -!_ CEILlN6GRlOSYSTEM CONTACT A MINIMUM. OC 72 PUS t INDICATED IN SECTIONS 606.2. 1 THROUGH GOG.2.3 OF IN COMPLIANCE WITH SECTION 506 OF THE BE INSTALLED AS PER SECTION 904.3 OF THE 2006 IBC. PRIOR TO DIGGING THE 2006 IMC. 2006 IMC. o HVAC SUPPLY AIR DIFFUSER t eaovcrro,,cc/ 13. INSPECTION AND TESTING OF AUTOMATIC FIRE TI �p 2. SMOKE DETECTOR INSTALLATION SHALL BE IN . 5. KITCHEN HOODS SHALL BE IN COMPLIANCE EXTINGUISHING SHALL BE AS PER SECTION 904.4 OF 0 HI/AC RETURN AIR DIFFUSER P. ACCORDANCE WITH SECTION 606.3 OF THE 2006 IMC. WITH SECTION 507 OF THE 2006 IMC. THE 2006 IBC. \ `' DR! FUrURE2x4FLORESCENr OUTDOOR AIR CALCULATIONS �F �o° LIGHT FIXTURE 3. SMOKE DETECTOR CONTROLS SHALL BE IN 9. KITCHEN MAKE-UP AIR EQUIPMENT SHALL 14. PORTABLE FIRE EXTINGUISHER SHALL BE FURNISHED SYSTEMS I AND 2 UTILITIES PRDTECTIC:d CENTER COMPLIANCE WITH SECTION 606.4 OF THE 200G IMC. MEET THE REQUIREMENTS OF SECTION 508 IF REQUIRED BY SECTION 906 OF THE 200G IBC. ® i 800-282-741 FUTURE Ht/AC SUPPLY AIR DIFFUSER 1 OF THE 2006 IMC. ( 25 OCCUPANTS )( 15 CFM PER OCCUPANT ) = 375 CFM 4. SMOKE ALARM ACTIVATION AND MONITORING SHALL 15. FIRE ALARM AND DETECTION SYSTEMS, IF REQUIRED, FUTUREHI/ACRETURNAlRO1FFUSER BE AS PER SECTION 606.4. I OF THE 200G IMC. 10. FIRE SUPPRESSION SYSTEMS SHALL COMPLY SHALL BE AS PER SECTIONS 907, 908, 909 AND 9 I I OF tIT y El WITH SECTION 509 OF THE 200G IMC, THE THE 200G IBC. `� �,��` EXHAUST FAN (.iORG/iI . 5. DUCT WORK SHALL BE IN COMPLIANCE WITH 2006 INTERNATIONAL BUILDING CODE AND THE '`1'� No.28S SECTION 607 OF THE 2006 IMC. INTERNATIONAL FIRE CODE. PROFESSIONAL * I 6. LOCATION OF EXHAUST OUTLETS SHALL BE AS I 1 . FIRE ALARM SYSTEM SHALL BE INSTALLED , ``NG; uti°-\;, PER SECTION 501 .2. 1 OF THE 200G IMC. IF REQUIRED BY SECTION 903 OF THE 2006 IBC. SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND PAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT SE ENTITLED TO COMPENSATION FOR ANY - WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE—CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 1 - OF - SHEETS I i I s 11 GENIC MMCfANICAL NO7T 5 MECHANICAL NOTES MECHANICAL NOTES , I 1. ALL EQUIPMENT AND SYSTEMS MUST BE SIZED TO BE NO GREATER THAN NEEDED TO 14. OUTDOOR AIR SUPPLY AND EXHAUST SYSTEMS MUST HAVE MOTORIZED DAMPERS THAT MEET CALCULATED LOADS. A SINGLE PIECE OF EQUIPMENT PROVIDING BOTH HEATING AUTOMATICALLY SHUT WHEN THE SYSTEMS OR SPACES SERVED ARE NOT IN USE. DAMPERS i. "VERIFY"SHALL MEAN CHECK CONDITIONS ON SITE AGAINST DRAWINGS I, ALL WORK SHALL CONFORM TO ALL CURRENT LOCAL, STATE, AND AND COOLING MUST SATISFY THIS PROVISION FOR ONE FUNCTION WITH THE CAPACITY MUST BE CAPABLE OF AUTOMATICALLY SHUTTING OFF DURING PREOCCUPANCY BUILDING AND SPECIFICATIONS AND ADJUST WORK TO MATCH EXISTING. OBTAIN FEDERAL CODES INCLUDING THE CURRENT EDITION OF THE STANDARD FOR THE OTHER FUNCTION AS SMALL AS POSSIBLE, WITHIN AVAILABLE EQUIPMENT WARM-UP, COOL-DOWN AND SETBACK EXCEPT WHEN VENTILATION REDUCES ENERGY COSTS RULING FROM OWNER ON ANY ITEMS REQUIRING CLARIFICATION. MECHANICAL CODE. OPTIONS. (eg. night purge) OR WHEN VENTILATION MUST BE SUPPLIED TO MEET CODE REQUIREMENTS. !I AND EXHAUST AIR DAMPERS MUST HAVE A MAXIMUM LEAKAGE 2. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE SPACE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF I BOTH OUTDOOR AIR SUPPLY D REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT AND DUCTWORK. EXCEPTIONS: THE EQUIPMENT AND / OR SYSTEM CAPACITY MAY BE GREATER THAN RATE OF 3 CFM/FT.2 AT 1.0 IN W.G. WHEN TESTED IN ACCORDANCE WITH AMAC STANDARD THE CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING AND THE EQUIPMENT INSTALLATIONS WITH THE STRUCTURE AND WITH , CALCULATED LOADS FOR STANDBY PURPOSES. STANDBY EQUIPMENT MUST 500. FABRICATION OF STRUCTURAL ELEMENTS TO SUIT THE PROPOSED THE FINISH CONDITION OF THE BUILDING. BE AUTOMATICALLY CONTROLLED TO BE OFF WHEN THE PRIMARY ROUTING OF THE DUCTWORK AND LOCATION OF EQUIPMENT. PROVIDE I i EQUIPMENT AND / OR SYSTEM IS OPERATING. EXCEPTION: GRAVITY (non-motorized) DAMPERS ARE ACCPETABLE IN BUILDINGS LESS THAN ADEQUATE CLEARANCES AROUND, AND ACCESS TO, ALL EQUIPMENT FOR ! ' • 3. SEE THE DRAWINGS FOR THE LOCATION OF DIFFUSERS, THREE STORIES IN HEIGHT. MAINTENENCE. REGISTERS OR GRILLES. ( 1 3. WALL, FLOOR OR CEILING SURFACES DISTURBED DURING THE COURSE I MULTIPLE UNITS OF THE SAME EQUIPMENT TYPE WHOSE COMBINED _ CAPACITIES EXCEED THE CALCULATED LOAD ARE ALLOWED IF THEY ARE SYSTEMS WITH A DESIGN OUTSIDE AIR INTAKE OR EXHAUST CAPACITY OF 300 OF THE FLOOR CAL WOGS SHALL BS REPAIRED DO MATCH NEW AND/OR 4. DUCTWORK SHALL 8E PROVIDED AND INSTALLED PER S.M.A.C.N.A. PROVIDED WITH CONTROLS TO SEQUENCE OPERATION OF THE UNITS AS CFM (140 L/s) OR LESS THAT ARE EQUIPPED WITH MOTOR OPERATED DAMPERS EXISTING SURROUNDING CONDITIONS. SPECIFICATIONS. THE SIZES WHERE INDICATED ON THE DRAWINGS THE LOAD INCREASES OR DECREASES. THAT OPEN AND CLOSE WHEN THE UNIT IS ENERGIZED AND DE-ENERGIZED RESPECTIVELY. 4. COORDINATE THE INSTALLATION OF THE DUCTWORK, EQUIPMENT, PIPING, ARE CLEAR INSIDE DIMENSIONS. I 1 2. EACH HEATING OR COOLING SYSTEM SERVING A SINGLE ZONE MUST HAVE IT'S OWN ETC.,TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL AND 5. GRILLES AND DIFFUSERS SHALL BE HART COOLEYOR EQUAL. TEPERATURE CONTROL DEVICE. 15. ALL FREEZE PROTECTION SYSTEMS, INCLUDING SELF REGULATING HEAT TRACING, MUST STRUCTURAL CONDITIONS. CUTTING OR ALTERING ANY STRUCTURAL MEMBER 6 I I I I INCLUDE AUTOMATIC CONTROLS CAPABLE OF SHUTTING OFF THE SYSTEMS WHEN OUTSIDE SHALL NOT BE PERMITTED. FINISH TO MATCH SURROUNDING SURFACES. ALL SUPPLY I I • 3. EACH HUMIDIFICATION SYSTEM MUST HAVE IT'S OWN HUMIDITY CONTROL DEVICE. AIR TEMPERATURES ARE ABOVE 40 DEGREES OR WHEN THE CONDITIONS OF THE PROTECTED 5. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL SIZES, GRILLES SHALL HAVE ADJUSTABLE VOLUME DAMPERS. I I FLUID WILL PREVENT FREEZING. SNOW AND ICE MELTING SYSTEMS MUST INCLUDE AUTOMATIC MATERIALS, TEMPERATURES AND PRESSURES BEFORE ORDERING OR • 4. DESIGN HEATING AND COOLING LOADS FOR THE BUILDING MUST BE DETERMINED USING CONTROLS CAPABLE OF SHUTTING OFF SYSTEMS WHEN THE PAVEMENT TEPERATURE IS FABRICATION OF ANY MATERIALS. 6. SUPPLY AIR DUCT SHALL BE WRAPPED WITH 2"FOILED BACK ,r] PROCEDURES IN THE ASHRAE HANDBOOK OF FUNDAMENTALS OR AN APPROVED EQUIVALENT ABOVE 50 DEGREES AND NO PRECIPITATION IS FALLING AND AN AUTOMATIC OR MANUAL INSULATION AND TAPED WITH FOIL TAPE. U CALCULATION PROCEDURE. CONTROL THAT WILL ALLOW SHUTOFF WHEN THE OUTDOOR TEMPERATURE IS ABOVE 40 DEGREES. G. PIPING, CONDUITS, CABLES, ETC. SHALL BE NEATLY, PARALLEL TO EXISTING 7* AND NEW PIPING AND TO BUILDING (WALLS AND FLOORS)WHERE POSSIBLE. 7. INSULATION FOR RETURN AIR DUCTWORK SMALL BE I"DUCT LINER. • 5. THE SYSTEM OR ZONE CONTROL MUST BE A PROGRAMMABLE THERMOSTAT OR OTHER 16. INDIVIDUAL FAN SYSTEMS WITH A DESIGN SUPPLY AIR CAPACITY OF 5000 CFM OR GREATER AND ELECTRICAL/CONTROLS: AUTOMATIC CONTROL MEETING THE FOLLOWING CRITERIA: MINIMUM OUTSIDE AIR SUPPLY OF 70 PERCENT OR GREATER OF THE SUPPLY AIR CAPACITY MUST HAVE AN ENERGY RECOVERY SYSTEM WITH AT LEAST 50 PERCENT EFFECTIVENESS. 5. INSTALL FLEXIBLE DUCT CONNECTORS AT SUPPLY AND RETURN DUCT I . THE CONTRACTOR SHALL VERIFY THE ELECTRICAL SUPPLY VOLTAGE AND CONNECTIONS TO ALL UNITS. j ] j a) CAPABLE OF SETTING BACK TEMPERATURE TO 55 DEGREES DURING HEATING AND WHERE COOLING WITH OUTDOOR AIR IS REQUIRED THERE IS A MEANS TO BYPASS OR CONTROL PHASES ON THE SITE BEFORE ORDERING ANY ELECTRICALLY OPERATED THE ENERGY RECOVERY SYSTEM TO PERMIT COOLING WITH OUTDOOR AIR. EQUIPMENT. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER 0 SETTING UP TO 85 DEGREES DURING COOLING SHALL BE PROVIDED AND INSTALLED WITH SUITABLY PROTECTED AND 9. PROVIDE DUCT-MOUNTED SMOKE DETECTORS AT ALL UNITS OVER 2000 CFM b) CAPABLE OF HOURS USING SETTING T BACK OR HHDUTING DOWN SYSTEMS DURING EXCEPTION: HAZARDOUS EXHAUST SYSTEMS, COMMERCIAL KITCHEN AND CLOTHES DRYER RATED DISCONNECT SWITCHES. INTERLOCKED WITH AIR HANDLERS. SMOKE DETECTORS SHALL BE UNOCCUPIED HOURS USING 7 DIFFERENT DAY SCHEDULES. c) HAVE AN ACCESSIBLE 2 HOUR OCCUPANT OVERRIDE EXHAUST SYSTEMS THAT THE INTERNATIONAL MECHANICAL CODE PROHIBITS • LOCATED IN THE SUPPLY AIR DUCT NEAR THE AIR-HANDLING UNIT. > q w THE USE OF ENERGY RECOVERY SYSTEMS. 2. MOUNT REMOTE THERMOSTATS AS INDICATED ON PLANS 48"AFF UNLESS d) HAVE A BATTERY BACK-UP CAPABLE OF MAINTAINING PROGRAMMED SETTINGS FOR AT OTHERWISE NOTED OR AS REQUIRED FOR ACCESSIBILITY CODE COMPLIANCE. (�� W r-- Z 1 I-.--L� ` (� N T COORDINATE LOCATION OF THERMOSTATS WITH CABINETRY AND OTHER I0. CONTRACTOR TO FIELD ADJUST EQUIPMENT TO PROVIDE ADEQUATE J I j / < LEAST 10 HOURS WITHOUT POWER. SYSTEMS SERVING SPACES THAT ARE HEATED AND NOT COOLED TO LESS THAN SEVICES. HEATING, COOLING AND/OR VENTILATION. ( (1 U' O i' CI EXCEPTIONS: A SETBACK OR SHUTOFF CONTROL IS NOT REQUIRED ON THERMOSTATS THAT 60 DEGREES. " 1 (0 W • CONTROL SYSTEMS SERVING AREAS THAT OPERATE CONTINUOUSLY. WHERE MORE THAN 60 PERCENT OF THE OUTDOOR HEATING ENERGY IS PROVIDED 3. ALL CONTROL WRING AND TRANSFORMERS SHALL BE SUPPLIED UNDER THE MECHANICAL CONTRACT AND SHALL BE SUPPLIED BY THE MECHANICAL CONTRACTOR. I I, ALL RESTROOMS TO HAVE EXHAUST FANS WITH A MINIMUM CAPACITY Q 0 OF 75 CFM OR AS PER TABLE 403.3 OF THE IMC 2006 OR AS PER U7 FROM SITE-RECOVERED OR SITE SOLAR ENERGY. 0 (n 0 LJ 2 co A SETBACK OR SHUTOFF CONTROL IS NOT REQUIRED ON SYSTEMS WITH PIPING: IBC 2006- 1 202.4 (whichever is greatest). Q J i TOTAL ENERGY DEMAND OF 2 KW (6,826 Btu/hour) OR LESS. HEATING SYSTEMS IN CLIMATES WITH LESS THAN 3600 HUD. I. CONDENSATE DRAIN PIPING FROM RTU's SHALL BE SCHEDULE 40 PVC. 'u l Z = N ©, t 6. THE SYSTEM MUST SUPPLY OUTSIDE VENTILATION AIR AS REQUIRED BY CHAPTER 4 OF COOLING SYSTEMS IN CLIMATES WITH A 1 PERCENT COOLING DESIGN WET-BULB ROUTE CONDENSATE FROM RTU's TO DISCHARGE OVER AND INTO NEAREST !2. AUTOMATIC SHUT DOWN SHALL BE PROVIDED ON AIR HANDLING UNITS I Q THE INTERNATIONAL MECHANICAL CODE. IF THE VENTILATION SYSTEM IS DESIGNED TO TEMPERATURE LESS THAN 64 F DEGREES. ROOF DRAIN. THE CONDENSATE P-TRAP SHALL HAVE A REMOVABLE CAP. 2000 CFM OR LARGER. IF TWO OR MORE UNITS ARE PROVIDED, UNITS j I j Z O PIPE GRADED TO PROVIDE A TOTAL PITCH OF 6"FROM TRAP TO ROOF SHALL SHUT DOWN IN SERIES. (-1 Z _ TO SUPPLY OUTDOOR AIR QUANTITIES EXCEEDING MINIMUM REQUIRED LEVELS, THE SYSTEM tt �j MUST BE CAPABLE OF REDUCING OUTDOOR AIR FLOW TO THE MINIMUM REQUIRED LEVELS. DRAIN. DO NOT DISCHARGE CONDENSATE ONTO THE ROOF. r- <13. WAREHOUSE FANS TO BE HIGH MOUNT, THERMOSTAT CONTROLLED, AUTOMATIC > < 1 SYSTEMS REQUIRING DEHUMIDIFICATION THAT EMPLOY ENERGY RECOVERY IN SERIES -� WITH COOLING COIL. MISCELLANEOUS: EXHAUST FANS WITH A MINIMUM CAPACITY OF 1,000 CFM EACH OR AS PER 7 < $ 7. AIR DUCTS MUST BE INSULATED TO THE FOLLOWING LEVELS: TABLE 403.3 OF THE IMC 2006 OR AS PER THE IBC 2006(wh chever is greatest). .T! I . ELECTRIC HEATERS: ELECTRIC HEATERS SHALL HAVE THERMAL CUTOUTS FOR I I a) SUPPLY AND RETURN AIR DUCTS FOR CONDITIONED AIR LOCATED IN UNCONDITIONED LABORTORY FUME HOOD EXHAUST REDUCING X THAT HAVE EITHER A VARIABLE AIR PRIMARY AND SECONDARY OVER-TEMPERATURE PROTECTION AND SHALL BE 14. ALL RETURNS TO BE INSTALLED WITH FILTER GRILLES AND FILTERS. VOLUME SYSTEM CAPABLE OF REDUCING EXHAUST AND MAKEUP AIR VOLUME PROVIDED TO MEET UL AND NEC SAFTEY REQUIREMENTS. INTEGRAL SAFTEY SPACES (spaces neither heated nor cooled) MUST BE INSULATED WITH A MINIMUM OF TO 50 PERCENT OR LESS OF DESIGN VALUES OR A SEPARATE MAKEUP AIR SUPPLY CONTROLS SHALL BE FURNISHED BY THE MANUFACTURER. 15. CONSULT OWNER FOR LOCATION OF THERMOSTATS. R-5. UNCONDITIONED SPACES INCLUDE ATTICS, CRAWL SPACES, UNHEATED BASEMENT, MEETING THE FOLLOWING MAKEUP AIR REQUIREMENTS: AND UNHEATED GARAGES. 2. PROVIDE COMBUSTION AND VENTILATION AIR OPENINGS FOR ALL GAS a) AT LEAST 75 PERCENT OF EXHAUST FLOW RATE APPLIANCES, INCLUDING WATER HEATERS, IN ACCORDANCE WITH NFPA 54 b) SUPPLY AND RETURN AIR DUCTS AND PLENUMS MUST BE INSULATED TO A MINIMUM OF b) HEATED TO NO MORE THAN 2 DEGREES BELOW ROOM SETPOINT TEMPERATURE AND THE APPLICABLE STATE GAS CODE FOR ALL GAS FIRED APPLIANCES. R-8 WHEN LOCATED OUTSIDE OF BUILDING. c) COOLED TO NO LOWER THAN 3 DEGREES ABOVE ROOM SETPOINT TEMPERATURE 3. PROVIDE FLUES FOR ALL GA5 FIRED APPLIANCES IN ACCORDANCE WITH x a c) WHEN DUCTS ARE LOCATED WITHIN EXTERIOR COMPONENTS (eg., floors or roofs), d) NO HUMIDIFICATION ADDED NFPA 54, ASHRAE. SIDEWALL VENT NOTES: e) NO SIMULTANEOUS HEATING AND COOLING MINIMUM R-8 INSULATION IS REQUIRED ONLY BETWEEN THE DUCT AND THE BUILDING OWNERS MANUAL: i EXTERIOR. 4 1 . VENTS SHALL BE AS PER 2006 IPC u , I. FOUR COPIES OF AN OWNERS MANUAL SHALL BE FORWARDED TO THE I EXCEPTION: DUCT INSULATION IS NOT REQUIRED ON DUCTS LOCATED WITHIN EQUIPMENT. OWNER WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE. CHAPTER 9 OR AS FOLLOWS. - OWNERS MANUAL SHALL INCLUDE AS MINIMUM: N I z : I DUCT INSULATION IS NOT REQUIRED WHEN THE DESIGN TEMPERATURE o < o I ' $ DIFFERENCE BETWEEN THE INTERIOR AND EXTERIOR OF THE DUCT OR PLENUM a. DATA STATING EQUIPMENT SIZE AND ALL INSTALLED OPTIONS FOR 2. SIDEWALL VENTS SHALL TERMINATE A U I DOES NOT EXCEED 15 DEGREES EACH ITEM OF MECHANICAL EQUIPMENT PROVIDED. o -' ! ; MIN. OF 10 FEET FROM ANY LOT LINE o L'. COPIES OF THE INSTALLATION AND PERFORMANCE REPORT BY THE AND 10 FEET ABOVE THE AVERAGE N I 8. MECHANICAL FASTENERS AND SEALS, MASTICS OR GASKETS MUST BE USED WHEN REPRESENTATIVE OF THE ROOF TOP UNITS PROVIDED. GROUND LEVEL. - ; I ° 0 : CONNECTING DUCTS TO FANS AND OTHER AIR DISTRIBUTION EQUIPMENT, INCLUDING c. COPIES OF THE TEST AND BALANCE REPORT. NOTATIONS OF CORRECTIVE MULTIPLE-ZONE TERMINAL UNITS. ACTION SHALL BE INCLUDED. , 3. SIDEWALL VENTS SHALL NOT TERMINATE I 9. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS IN DUCTWORK MUST d. COPIES OF THE MECHANICAL CONTRACTOR'S FIRST YEAR INSTALLATION UNDER OVERHANGS WITH SOFFIT VENTS. D USING WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS OR AND EQUIPMENT WARRANTIES. NOTATION SHALL BE INCLUDED TO SHOW BE SECURELY SEALED MASTICS; MESH AND MASTIC SEALING SYSTEMS OR TAPES. TAPES AND MASTICS MUST BE EXPIRATION OF THE FIRST YEAR PARTS AND LABOR GARANTEE AND OF LISTED AND LABELED IN ACCORDANCE WITH UL 181A AND SHALL BE MARKED 181A-P FOR THE EXTENDED 4-YEAR COMPRESSOR(ONLY)WARRANTY. 4. SIDEWALL VENTS SHALL HAVE PROTECTION 1 1 PRESSURE SENSITIVE TAPE, 181A-M FOR MASTIC OR 181-H FOR HEAT-SENSITIVE TAPE. TO PREVENT BIRDS OR RODENTS FROM MASTICS USED TO SEAL FLEXIBLE AIR CONNECTORS SHALL COMPLY e. OPERATION AND MAINTENENCE MANUALS FOR EACH ITEM OF EQUIPMENT 3 j LY WITH UL TAPES AND REQUIRING MAINTENENCE, EXCEPT FOR EQUIPMENT NOT FURNISHED AS ENTERING. 181B AND SHALL BE MARKED 181B-FX FOR PRESSURE-SENSITIVE TAPE OR 181B-M FOR MASTIC. PART OF THE PROJECT. REQUIRED ROUTINE MAINTENENCE ACTIONS SHALL i 1 UNLISTED DUCT TAPE IS NOT PERMITTED AS A SEALANT ON ANY METAL DUCTS. BE CLEARLY IDENTIFIED. x __ f. NAMES AND ADDRESS OF AT LEAST ONE SERVICE AGENCY. U) • = - W Q W 3 g. HVAC CONTROLS SYSTEMS MAINTENENCE AND CALIBRATION INFORMATION, SPECIAL AE AND VE ZONE NOTES : 1 = D 0 H i INCLUDING WIRING DIAGRAMS,SCHEMATICS AND CONTROL SEQUENCE DIAGRAM. a 1>oT avATCr, f l('1td8 Fef� ItCA� s'<�s�Et�rs. � U w w 0 � 1 1/2 n r. FOR rep <- 1 i ft u,. 1d'8fartmAt. BiAt0C-FER DESIRED OR FEILD DETERMINED SET POINTS SHALL BE PERMANENTLY I . BUILDINGS IN "AE"ZONES ARE TO HAVE THE FINISHED FLOOR SET A D Q > O W RECORDED ON CONTROL DRAWINGS AT CONTROL DEVICES OR FOR DIGITAL MINIMUM OF I'ABOVE FLOOD. 2 _ FOR f f( S i i/2 „ . fdfdfrL 9f�4kfCFCR CONTROL SYSTEMS, IN THE PROGRAMMING COMMENTS. Ca > cc > 2. BUILDINGS IN"VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL -I (I) W O z Ci U CI IiLLCD 11`1�TCR, RC> f210CF�flfd� AFF6 i3f2R C i W'I/2 �l�FCM�• _ STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. D Z_ . J , QZ - 1 1 f2 .n. fNOULhFiON FOR f�f{'EO ( 1 i/2 ;, L 81A�MC�CR ��:4 >_4.,R.. CO -.(- 15 ZJ Z ' 1 1/2 RJCULATFON FOR Wf'ES ) i 1,4 C f3fAMCFE-R �,,,;>3ir j, ,,;,':•'" '' '"l ,,'.. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, > F m Z U) - t \;� ',' „ '''' _N': t HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE } D I r. TEAM ('f('Ir G ';'J -1,.,..,-..:---• FLOOD. Z < U i O w �- W W 1 i/� HJOULRFteN FOR f'tPCS <- 1 i t+FO#kJ�4L BiAivFCFCR ,a, is'" ,;,-,„.,r° :-,„n' �] �,,,;.,_. , 4. FLOOD VENTS ARE REQUIRED IN"AD ZONES AND ARE TO HAVE I SQUARE '� 3 in. IPiEULAFIOrI FOR APES > Z 1/2 ice. hf{�d+44W�4d_ D4r4d+4ETER ';;% x' ' INCH/SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND '- 'a`-"` OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS D(CCf TiON. ('IF'C IfdSULATICNN -IC 040-T RCOU�+RES) FOR FAEFORY tPd�-FALLC9 C WIT+RPi fi 'lc ABOVE ADJACENT GRADE. i CQUIf MCAT. 5. BREAK AWAY WALLS ARE REQUIRED IN "VE"ZONES. a FIFE INSULATION YS NOT RCQU?RCt 1 FOR FIP1140 FIAT C6'td''AC rLUt6O HAYING A 't 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH DCOICh! OPERATING TEMPERATURE RANGE DCTi�CCPJ 66 fi1dB i$5 OCEf�CCC. ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER t CODE. i i 1‘11-C INSULATION 13 tJ'8T RCE .tiRC-8 FOR FIf�it=tQ THAT CON•1,`CY9 FLU185 THAT HAVE. NOT DCCN I IEATCO eR f,'e�OLCE4 TI IROUCI I -Ft IC UCE 6f- FO`O FtIELC OR 1 ELECTRIC POWER. CONDENSATE LINE NOTE PIP1NC WITHIN A rating). �APd- SOIL (,.rN, AHPH 10 ,et rrg) ,4PdD Uf�JT VE TILATORO 1. CONDENSATE LINES SHALL BE ROUTED TO CONTACT A MINIMUM OF ?2 :CURS (with AHRI840 rating). PRIOR TO D GGI:G 1 I PI i?JOULATfON IS HOT f?CQUR?C� FOR RUNOUT ('1('fNC P�Fi6T EiECCCDIPFO 1 ft. IN EXTERIOR OF BUILDING TO A LOCATION• SO AS NOT TO CREATE A SLIP HAZARD. fvLCPJCTII �iND i irr. f{d Dao,#CFCR f3CC'CN TII COHT1OL VALfCC MD HV/1C COIL `{z4 #I 11. OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO THE OWNER THAT g :; i e INCLUDES AT LEAST THE FOLLOWING INFORMATION: a) EQUIPMENT CAPACITY (input and output) AND REQUIRED MAINTENANCE ACTIONS b) EQUIPMENT OPERATION AND MAINTENANCE MANUALS UTILITIES PROTE�TIL., ,CENTER c) HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING i 800 ). DIAGRAMS, SCHEMATICS AND CONTROL SEQUENCE DESCRIPTIONS; DESIRED OR FIELD t 28 2 7 DETERMINED SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES OR FOR DIGITAL CONTROL SYSTEMS IN PROGRAMMING COMMENTS. 0 G ;,, d) COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. ,�k STS, I , 4 12. BALANCING DEVICES PROVIDED IN ACCORDANCE WITH IMC (2006) 603.17. R 28s 2 * FROFESSIGNA 13. DEMAND CONTROL VENTILATION (DCV) REQUIRED FOR HIGH DESIGN OCCUPANCY AREAS "�-to-«- ` (>40 persons / 1000 ft.2 in spaces > 500 ft.2) AND SERVED BY SYSTEMS WITH ANY �q F"�c �F� v�� I ONE OF 1) an air-side economizer 2) automatic modulating control of the outdoor air damper OR �r h ��` 3) a design outdoor airflow greater than 3000 cfm. EXCEPTION: SYSTEMS WITH HEAT RECOVERY SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER If THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, MULTIPLE-ZONE SYSTEMS WITHOUT DDC OF INDIVIDUAL ZONES COMMUNICATING DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO WITH A CENTRAL CONTROL PANEL. REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID - i SYSTEMS WITH A DESIGN OUTDOOR AIRFLOW LESS THAN 1200 CFM ERROR, DISCREPANCY OR CONFLICT. SPACES WHERE THE SUPPLY AIRFLOW RATE MINUS ANY MAKEUP OR OUTGOING 1 I TRANSFER AIR REQUIREMENT IS LESS THAN 1200 CFM - OF - SHEETS r- -I r- 1 II J L Ili ' I I 1 1 II EXT G I ► I ► I POWER I II I ; ! I CENTER I 1 ►_ -I-`- __ — — �1 (- — ' r- --I LJ -I I — J D ! L LJ HI II II S I .. i A ! 'L war 1 E R I I V ! ► 1 LIPP* � I — 1[W S — — - - — — SI- - I ) L J _ i L�_ _�I , L L J I I I I B ! Al I CD o • I L_L — — — _ — — -J B ; II �_ z W _ _ _ S S ' H �-I W . S 1 / ... ... CC ? m N = _ I Q I- .'.._.' , ..... - --_ , , , IAN E F I I Q c� o rim I I I� � � � m A8 A8 A8/N1 L B ! 8 A8 A8/\ L 5 I Q TO OJTSIDE A ! 8 I I / i Z QN 0 TO OUTSIDE SIGN , i i III o z � m 0 1 n g L J !_, ._____.. .__._-- -.---_-_ -_--_-----_----_-----_-- -___ __._._. .._._.____�_--- _--- _-__.-.---___-.- -- _ �' L..�- n 1 ____.___----_-- _ _.__.._._ _ ..-- -_._.._ _._ _.- __- .--_._-__ _-.-- _-_ _-- _> L J < J £: III A8 / I I III 1111 I, :I I; %I ,' A8 •- ;I II I III A8 A8 A8 / A8 A8 III A8 O III Ir � I I � � I 1 IIII I I L J I l!- J I � �- L I i. _ o il 1- -1 i I- 1 ;_Jr v i I, ,I I, ,I N.----.—.......-.----, I i I ► I, ,I _ = m N IIII I I I � i B ! © I I Is c IIII A8 A8 8 I A8 A8 III T I I I I 1� I �■ III < oi -, IIII B I I A3 WI EM/X ► ► EM X \ .... I ; WI / , , / J � S ` S IL I- I — — — I- -1 — — — — r � r - -1I I I _� rL 1 — _� - _ L JI IL JI IL JI IL JI � L J — — � L JJ — — — --- IL- -II I L — — — — L J —I I I _ i IL JI — — — 1JI P LIGHTING PLAN NOT-TO 5CALE ,c- v U z W ,,ezt1`°`,;10\��.,.1%cn f- W Q Q .,,,\.,,,,,,'- '` F;\\,...,,,'g a � ' 0 inc loz 3•ELECTRICAL LEGEND h,. D vI -I � z� -z�`s° � Z Z R DUPLEX RECEPTACLE OUTLET CAD 12" ON CENTER ABOVE FINISH FLOOR. COMBINATION STARTER AND DISCONNECT SWITCH -}-18" : 18"AFF HEIGHT ABOVE FINISHED FLOOR, MEASURED TO CENTERLINE OF BOX rtc j`�v ? Q ~1—co GFI ® SUFRACE MOUNTED FLUORESCENT FIXTURE reme, W 0 z DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPT SEE FIXYURE SCHEDULE FOR LENGTH MOTOR CONNECTION TELEPHONE OUTLET (SEE T/C DETAIL) TRACK LIGHT STUB OUT ABOVE CEILING, INSTALL INSULATED BUSHING ' `° � 8 m e —, f SPECIAL AE AND VE ZONE NOTES : €$ r ' � _Jt ,- L� ELETRIC PANEL BOARD WALL MOUNTED INCANDESCENT FIXTURE � a m MANUAL MOTOR STARTER I. BUILDINGS IN "AE"ZONES ARE TO HAVE THE FINISHED FLOOR SETA °'� F, w S SWITCH MINIMUM OF I'ABOVE FLOOD. �� ��t� ;, ��n �� © RECESSED INCANDESCENT DOWNLIGHT ■ SINGLE POLE, SINGLE THROW, 20A/120V LIGHT SWITCH 2. BUILDINGS IN "VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL ' TELEPHONE BACKBOARD STRUCTURAL MEMBER SETA MINIMUM OF I'ABOVE FLOOD. I. C 1111 PENDANT MOUNTED INCANDESCENT FIXTURE OQ COMPUTER OUTLET (SEE T/C DETAIL) �� THREE WAY, 20A/120V LIGHT SWITCH 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, • . t 3 HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE ENG./x EMERGENCY / EXIT LIGHT COMBO. j•; CEILING FAN FLOOD. SINGLE POLE, SINGLE THROW, 20A / 120V LIGHT SWITCH - 4. FLOOD VENTS ARE REQUIRED IN"AE"ZONES AND ARE TO HAVE I SQUARE P P" INDICATES PILOT LIGHT INCH I SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND CONDUIT STUBBED UP OR TURNING UP "` EM EMERGENCY EXIT LIGHT 0 OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY 4 CONTACT A MINIMUM CF 12 HmORS T? 4 SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS PRIOR TO DIKING 5 `O NEMA 1 DISCONNECT SWITCH D CONDUIT TURNING DOWN ABOVE ADJACENT GRADE. �S oy� 1 T TELEPHONE HOMERUN TO BACKBOARD i QROi ACTT P 101 PUSHBUTTON START/STOP STATION, "P" INDICATES PILOT LIGHT 5. BREAK AWAY WALLS ARE REQUIRED IN "VE"ZONES. `.4°f� NEMA 3R DISCONNECT SWITCH DC INDICATES 1/2"C. WITH D.C. CONDUCTORS ° ; �- ��� 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH F i Q JUNCTION BOX (CEILING OR WALL MOUNTED) DOUBLE DUPLEX ( 4-PLEX ) RECEPTACLE, NEMA 5-20 ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER \\, _ s,t SMOKE DETECTOR CODE. _ SINGLE CONVENIENCE RECEPTACLE, NEMA 5-20 U.O.N.; 12" A.F.F., U.O.N. ��� e °�l 0 LOW BAY TYPE LIGHT 0 EQUIPMENT CONNECTION UTILITIES PRCiECTIO' CENTER A SPECIAL PURPOSE CONNECTION 1-800-282-711 3 c. EXHAUST FAN 2 x 4 FLUORESCENT LIGHT FIXTURE 0 12OV, 1PH DIRECT CONNECTION BRANCH CIRCUIT CONDUIT IN OR BELOW SLAB 7 2 x 2 FLUORESCENT LIGHT FIXTURE 12OV, 1PH JUNCTION BOX GENERAL NOTES : �Q,R t- ►_. BRANCH CIRCUIT HOMERUN TO PANELBOARO WITH CONTINUOUS GREEN I. I ICi,T Lf.I IFO,OCE FOtl.`CR PLAN, 011E7 C C FOR CIRCUIT ,�'(� F _,. 4 INCANDESCENT LIGHT FIXTURE 208-24OV, 1PH SINGLE RECEPTACLE GROUND WIRE PER N.E.C., UNLESS OTHERWISE NOTED; CONCEALED OVERHEAD ' RCQU1REMENTO. �� m No.28372 5 PANEL; SLASHES INDICATE NO. OF WIRES ( NOT INCLUDING GROUND ); * PROFESSIONAL PORCH STYLE LIGHT 208-240V, 1PH DIRECT CONNECTION NO SLASHES INDICATES TWO WIRES A OLE 01 ICCT C C FOR ADDITIONAL INFORMATION. "'I- La- °1-- O THERMOSTAT 208-240V, 1PH JUNCTION BOX I 3 47 <'/vG 1 y 0- N, ",,��•� 3EM EMERGENCY BATTERY PACK TO LIGHT FIXTURE TO UNSWITCHED CONNECT '1;?,.. ti o \\4S,\'- n J MANUAL MOTOR STARTER, 120 VOLT WITH OVERLOAD PROTECTION CONDUCTORS. V VOLUME CONTROL - J-BOX ( SIZE PER SYSTEM REQUIRMENTS ) - - - - - I T 1 TRANSFORMER FS FIRE-STAT 5. ELECTRICAL CONTRACTOR TO PROVIDE RECEPTACLE FOR ALL SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER PLUG-IN TYPE LIGHT FIXTURES. FEILD COORDINATE. IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, OD BUZZER / BELL O SPEAKER . _ _ __ __ DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO EM/LT Loc�.Tlora WITH I OK'NCR. . REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SMALL NOT BE ENTITLED TO COMPENSATION FOR ANY ITV J-BOX FOR TV CABLE WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID �s DUCT SMOKE DETECTOR ERROR, DISCREPANCY OR CONFLICT. E. 1 I . i - OF - SHEEIS 1 iI ri rJ _ J L _ B- I o, 1 2 CU-2 II I CU- I oI� I I I oat, 1 ...tall ■ III , I - 1 r — — ' E -7-11)1J Ii 1 1 I All - �O I � B- 16 1 4 3.5 TON 1 _ � � o i I I I in I � I I PANEL �'ANEL A-9 , I I L ----411 ---L;L i l FGf1 i - - r f- -1 - - - 1 --- i Lila --...}th- - 1 1 ► A- 16 �'•_____ ___ _T I ►', _ _ _ �... _ - tal . H - - — — � .1:I 0€1( ■ \ — W z - — ,— 1 1 "' \ _ _. ____ (f) 0 0 0) i ) D o . I N .1 1 II , ` t ,GFI I � n ° CO LIJ i II I ' ` I1 ' ri cgi I/ _ n i1 ( / O I1 f1 g -- -tea - — ---- -- -- -- — "- -" -- L J i ,.... -..„______ , , , . GM :III I , _ _ .. ._ ---- ...,...., ....----- , , ...--- 1 1 III ! - - - r - _ ` r )I II II 0 III B—q. I I- -1 I I I- -� I / A-4 I CO 11 N ILA LIT_ I I - " d' LJ U LJ 'IIII / B-2 I / A 2 III I II/ ` Z I a W III _ I I II o o III III I m......... e _ _ , a -. .... s1r, , _ • ' t.......„.. - --■ 4•■ lr • 1 L I- -1 -----7--(r--1 = _ - � L f- -I .....1r- - J - _ , , - _ = ( L J - - _ - L J IL J ) L J L JI - - IL J � - 1 , - _ _ -I 1- L JI - - - - 1L J ..'i-' tifi` ,x I D 0 a ' „.\\,:.,,-0,,, ,,c• ,�` I-- U Z W z I ,,l .S,, z D ►- z 0 Q \ GENERIC INTERIOR LIGHTING NOTES POWER PLAN g _7. _ 0 11 I. TOTAL PROPOSED WATTS MUST BE LESS THAN OR EQUAL TO TOTAL ALLOWED WATTS AS PER COMCHECK SOFTWARE. ` ;-- z -IL z Z W NOT TO SCALE � m d 1 ALL 2. DAYLIGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET FROM THE PERIMETER SHALL HAVE LIGHTING {- CONTROLS SEPARATE FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. F} *�q ��' � � o..CO z cn O Is °Jw_ W <1.0 0 W Q-- 1 3. DAYLIGHT ZONES HAVE INDIVIDUAL LIGHTING CONTROLS INDEPENDANT FROM THAT OF THE GENERAL AREA aeg Z 1 LIGHTING. 3` � � u w - {v t > j EXCEPTIONS: CONTIGUOUS DAYLIGHT ZONES SPANNING NO MORE THAN TWO ORIENTATIONS ARE °! 4 ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE. e�� � -,_� x' c' 1 € 0:s ~ r DAYLIGHT SPACES ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING SPECIAL AE AND VE ZONE NOTES 4. INDEPENDANT CONTROLS FOR EACH SPACE(switch / occupancy sensor) I. BUILDINGS IN "AE"ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF GENERIC EXTERIOR LIGHTING NOTES I'ABOVE FLOOD. EXCEPTIONS: AREAS DESIGNATED AS SECURITY OR EMERGENCY AREAS THAT MUST BE CONTINUOUSLY ILLUMINATED. • 2. BUILDINGS IN"VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL I. WITHIN EACH NON-TRADABLE AREA I SURFACE,TOTAL PROPOSED WATTS MUST BE AT LESS THAN MEMBER SET A MINIMUM OF I'ABOVE FLOOD. LIGHTING IN STAIRWAYS OR CORRIDORS THAT ARE ELEMENTS OF THE MEANS OF EGRESS. OR EQUAL TO TOTAL ALLOWED WATTS AS PER COMCHECK SOFTWARE. ACROSS ALL TRADABLE AREAS 5. MASTER SWITCH AT ENTRY TO HOTEL/MOTEL GUEST ROOM. /SURFACES,TOTAL PROPOSED WATTS MUST BE LESS THAN OR EQUAL TO TOTAL ALLOWED WATTS AS PER 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, COMCHECK SOFTWARE. HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE FLOOD. C. INDIVIDUAL DWELLING UNITS SEPARATELY METERED. 2. ALL EXEMPTION CLAIMS ARE ASSOCIATED WITH FIXTURES THAT HAVE A CONTROL DEVICE INDEPENDENT 4. FLOOD VENTS ARE REQUIRED IN "AE"ZONES AND ARE TO HAVE I SQUARE INCH/ CONTACT A MINIMUM OF 72 HUURS 7. MEDICAL TASK LIGHTING OR ART/HISTORY DISPLAY LIGHTING CLAIMED TO BE EXEMPT FROM COMPLIANCE OF THE CONTROL OF THE NONEXEMPT LIGHTING. PRIOR TB DIGGIINu SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3",A HAS A CONTROL DEVICE INDEPENDANT OF THE CONTROL OF THE NONEXEMPT LIGHTING. MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND s PROTECT 3. LIGHTING NOT DESIGNATED FOR DUSK-TO-DAWN OPERATION IS CONTROLLED BY EITHER A PHOTOSENSOR PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS ABOVE ADJACENT 8. EACH SPACE REQUIRED TO HAVE A MANUAL CONTROL ALSO ALLOWS FOR REDUCING THE CONNECTED LIGHTING (with time switch), OR AN ASTRONOMICAL TIME SWITCH. GRADE. j Y AT LEAST 50 PERCENT BY EITHER CONTROLLING ALL LUMINAIRES, DUAL SWITCHING OF ALTERNATE 1 LOAD B 4. LIGHTING DESIGNATED FOR DUSK-TO-DAWN OPERATION IS CONTROLLED BY AN ASTRONOMICAL TIME ROWS OR LUMINAIRES, ALTERNATE LUMINAIRES, OR ALTERNATE LAMPS, SWITCHING THE MIDDLE LAMP LUMINAIRES SWITCH OR PHOTOSENSOR. 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH (� � INDEPENDENTLY OF OTHER LAMPS OR SWITCHING EACH LUMINAIRE OR EACH LAMP. CODE.ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER ��( ��` 5. ALL TIME SWITCHES ARE CAPABLE OF RETAINING PROGRAMMING AN H I IN IN =`0R`-� L S R R G D THE TIME St f I G DURING EXCEPTIONS: ONLY ONE LUMINAIRE IN SPACE. OF POWER FOR A PERIOD OF AT LEAST I 0 HOURS. u TILi I IES PROTECT:(;. CE:` E? 1-800-282-7z: I AN OCCUPANT SENSING DEVICE CONTROLS THE AREA. 6. ALL EXTERIOR BUILDING GROUNDS LUMINAIRES THAT OPERATE AT GREATER THAN 100 WATTS HAVE THE AREA IS A CORRIDOR, STOREROOM, RESTROOM, PUBLIC LOBBY OR SLEEPING UNIT. MINIMUM EFFICACY OF GO LUMEN/WATT. EXCEPTION: LIGHTING THAT HAS BEEN CLAIMED AS EXEMPT AND IS INDENTIFIED AS SUCH IN SECTION 3 c R G/q AREAS THAT USE LESS THEN 0.6 WATTS/SQ. FT. OF THE COMCHECK SOFTWARE TABLE 3. s_tc,l 5 rFp� o 9. AUTOMATIC LIGHTING SHUTOFF CONTROL IN BUILDINGS LARGER THAN 5,000 SQ. FT. LIGHTING THAT IS SPECIFICALLY DESIGNATED AS REQUIRED BY A HEALTH OR LIFE SAFTEY N .28372 EXCEPTIONS: SLEEPING UNITS, PATIENT CARE AREAS; AND SPACES WHERE AUTOMATIC SHUTOFF WOULD STATUE, ORDINANCE OR REGULATION. * PROFESSIONAL ENDANGER SAFTEY OR SECURITY. EMERGENCY LIGHTING THAT IS AUTOMATICALLY OFF DURING NORMAL BUILDING OPERATION. F4, E0R- N, �y c!n 10. PHOTOCELL/ASTRONOMICAL TIME SWITCH ON EXTERIOR LIGHTS. LIGHTING THAT IS CONTROLLED BY MOTION SENSOR. 'Ilk A. I3�� EXCEPTIONS: LIGHTING INTENDED FOR 24 HOUR USE. I I. TANDEM WIRED ONE-LAMP AND THREE-LAMP BALLASTED LUMINAIRES(no single-Iamp ballasts). SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER i EXCEPTIONS: ELECTRONIC HIGH-FREQUENCY BALLASTS; LUMINAIRES ON EMERGENCY CIRCUITS OR WITH NO IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, AVAILABLE PAIR. DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO 12. RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING ENVELOPE ARE TO BE TYPE IC RATED AS MEETING REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY X... I , ASTM E283, AND SHALL BE SEALED WITH GASKET OR CAULK. WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 1 - OF - SHEETS K I ! I ( i __ I ! ELECTRICAL NOTES GENERAL ELECTRICAL NOTES LIGHTING FIXTURE SCHEDULE I 1 1 ii 1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL CODES AND 11. JUNCTION AND OUTLET BOXES: - INTERIOR & RECESSED: GALV. STEEL MARK WATTS VOLTS TYPE MOUNTING TYPE &CATAL G N0. REMARKS i REGULATIONS INCLUDING THE CURRENT EDITION OF THE NATIONAL ELECTRIC OR PLASTIC IF ALLOWED BY CODE I . THE EQUIPMENT ROUGH-INS AS SHOWN ARE ACCURATE I 0. ALL EXTERIOR RECEPTACLES, JUNCTION BOXES AND EQUIPMENT I TO THE BEST OF OUR KNOWLEDGE. HOWEVER, IN SOME SHAH DE Gfl AND WEATHERPROOF. F-32 RECESSED • • ELECTRONIC BALLAST CODE. (N.E.C.) - EXTERIOR EXPOSED: CAST ALLOY INSTANCES,THE OWNER OR SUPPLIER MAY SUBSTITUTE -• - - _ - ( I i. OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. - - - -__ -_-_ 2. CONDUCTORS SHALL BE COPPER w/ THW, THHN OR THWN INSULATION, UNLESS 12. CIRCUIT BREAKER INTERUPTING DATA IS ASSUMED. ACTUAL A.I.C. WILL FOLLOW THEREFORE,THE CONTRACTOR SHALL VERIFY ALL -- - - - • - ••__ _ -___ OTHERWISE NOTED. AFTER RECEIPT OF REQESTED AVAILABLE FAULT CURRENT FROM THE LOCAL CRITICAL DIMENSIONS WITH OWNER PRIOR TO COOLER Ve`ALL OR CEILING. A/NL 2 32 120 F-32 RECESSED T8 UTHONIA 2' x 4' NIGHT SECURITY UGHT ELECTRIC UTILITY. CONTRACTOR TO VERIFY BEFORE ORDERING EQUIPMENT. CONSTRUCTION. FAILURE OF THE CONTRACTOR TO T$ CEIUNG 3. RACEWAYS BELOW GRADE SHALL BE SCH.40 PVC. RACEWAYS ABOVE SLAB PROVIDE THE CITY WITH A LETTER FROM SEPCO STATING THE AVAILABLE VERIFY THESE DIMENSIONS SHALL PLACE THE 12. ALL EXTERIOR CONDUIT FOR WIRING SHOULD BE MINIMIZED BY I SHALL BE RIGID EMT WITH COMPATIBLE FITTINGS AND SEALTITE WITH FAULT CURRENT AND VOLTAGE. RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION ROUTING IN CEILING SPACE. NO EXTERIOR CONDUIT WILL BE B 2 32 120 F-32 RECESSED _ UTHONIA 2' x 2' COMPATIBLE FITTINGS WHERE REQUIRED AND/OR CABLE TYPES: MC OR NMC DIRECTLY UPON THE CONTRACTOR. ACCEPTED, U.O.N. T$ CEIUNG --- i 1 • MAY BE USED WHERE ALLOWED BY CODE WITH COMPATIBLE FITTINGS. 13. CONTRACTOR TO VERIFY ALL CIRCUIT REQUIREMENTS WITH ACTUAL EQUIPMENT 2. STARTERS AND RELATED WIRING SHALL BE INSTALLED 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE I I I I I PROVIDED. BY ELECTRICAL CONTRACTOR. OVERLOAD UNITS SHALL AVAILABLE SHORT CIRCUITCURRENT AT THE SUPPLY TERMINALS ' 0 1 60 120 INOAN RCCE39ED I I I 4. EQUIPMENT CONNECTIONS SHALL BE MADE WITH SHORT SECTIONS OF FLEX- BE INSTALLED AS PER NAME PLATE DATA ON EQUIPMENT FROM THE POWER COMPANY. THE SERVICE EQUIPMENT SHALL I FLEXIBLE CONDUIT (SEALTITE IN EXT. LOCATIONS) USING COMPATIBLE FITTNGS. 14. ALL OUTLETS AND RECEPTICLES IN ALL FIRE RATED PARTITIONS EXCEPT FOR SUCH ITEMS AS ARE NORMALLY SUPPLIED MEET OR EXCEED THIS RATING PER N.E.C. SHALL BE FIRE STOPPED. ALL CONDUIT IN FIRE RATED PARTITIONS WITH STARTERS INSTALLED(HVAC UNITS, DISHWASHERS, a a _ s . I 5. PROVIDE GROUNDING CONDUCTORS IN ALL CONDUIT. SHALL BE EMT. SEAL ALL POINTS OF PENETRATION w/ 3M FIRE BARRIER ETC. )AT THEIR POINT OF MANUFACTURE, ALL STARTERS I I. IT CI TALL DC TI IC CONTRACTORC RECPONCIDILIT\', L'RIOR TO ANY -- - - - - - - CAULK OR EQUAL. SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL - - - o DEVICES SHALL BE SPECIFICATION GRADE w/COLOR AS SELECTED. DEVICE CONTRACTOR. THE ELECTRICAL CONTRACTOR WILL MOUNT _ � _ j 6. / _ _ _ - . . . COMMERCIAL DUTY PLATES SHALL BE SMOOTH PLASTIC. 15. ALL LIGHT FIXTURES OR ANY ELECTRICAL COMPONENTS WHICH PENETRATE ALL SUCH STARTERS, AS DIRECTED, FURNISHING SUPPORTING _ __ _ _ _ - - - m i , , + Ei . V . i STRUCTURES WHERE NECESSARY. IVTCI ICII CQUIf't ICtlT TO DC UdCTnLLCD. IF ANY CONFLICT IP? ' N.. A FIRE WALL SYSTEM SHALL BE FIRE STOPPED. ALL CONDUIT IN FIRE RATED ' " ' " • T-5 -, • '� WALLS OR PARTITIONS SHALL BE EMT. SEAL ALL POINTS OF PENETRATION WITH 3. ANY FEES ASSOCIATED WITH CONSTRUCTION AND INSPECTION _ _ - 7. DISCONNECT SWITCHES: INDOOR - GENERAL DUTY NEMA 1 3M FIRE BARRIER CAULK OF EQUAL. SHAH BE BORNE BY THE CONTRACTOR IN ORDER TO DELIVER • . . .. . _ .. - , OUTDOOR - HEAVY DUTY NEMA 3R TO THE OWNER A FINISHED BUILDING, READY FOR OCCUPANCY FOR ANY CUDCEQUENT CIRCUIT CI IANOC DIRECTLY UPON TI IC - AND 100%OPERATION. COPITf1ACTOR. RED UNIVERSAL STENCIL ENG.EXIT COMBO 16. PENETRATIONS OF ALL FIRE-RATED WALLS WITH A FIRE RATING OF MORE ENG./X 120/6 " UTHONIA - QUANTUM W/BATTERY PACK �--� 1 8. PANELBOARDS - (INDOOR-NEMA FOR DISTRIBUTED 3R):w/PLATED ALUM. THAN ONE HOUR SHALL BE IN ACCORDANCE AN APPROVED U.L. DESIGN. 4. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR 15. COORDINATE WITH LOCAL UTILITIES FOR THEIR REQUIREMENTS. LED CANOPY RED EXIT" OR COPPER BUSSES. ARRANGED FOR DISTRIBUTED PHASE CONNECTIONS THE EQUIPMENT HEREIN INSTALLED SHALL BE GIVEN TO THE r n FULL NEUTRAL BUS, ISOLATED GROUND BAR, PLUG IN BRANCH CIRCUIT _ SUITABLE FOR WET LOCATION v 1 v .BREAKERS AND BOLT-ON MAIN BREAKERS. 17. PROVIDE TELEPHONE BOX AND COVER AT ALL LOCATIONS SHOWN WITH A OWNER PRIOR TO ACCEPTANCE OF THE BUILDING FOR OCCUPANCY. C. ANY ELECTRICAL OUTLETS WITHIN C FEET OF A SINK SHALL BE - ••. - , �, _ ,�_ • 1/2" CONDUIT STUBBED ABOVE CEILING. 5. ALL PANELBOARDS AND EMERGENCY LIGHTING DISCONNECT CIRCUIT BREAKERS,OUNLESS SPECIIFICALLY NOTED ON THE DRAWINGS ��� SHIELDED OR CUT - OFF FIXTURE 1 i 1 9. INSTALL A TYPEWRITTEN CIRCUIT DIRECTORY ON PANELBOARD COVER SWITCHES SHALL BE LABELED WITH RESPECT TO THEIR OR SCHEDULES. - - � � _ _ _ _ INTERIOR, REFLECTING AN "AS WIRED" CONDITION AFTER COMPLETED 18. ALL LOW VOLTAGE SYSTEMS IS BY OTHERS. TITLE, VOLTAGE AND PHASE; I.E. PANEL"A" 120/20813 PHASE. ��� + - WIRING. LABEL SHALL BE PHENOLIC PLASTIC WITH WHITE LETTERS 17. PROVIDE A 120 VOLT RECEPTACLE WITHIN 25 FEET OF ALL HVAC > [f' F- 19. ALL SECURITY WIRING, SPEAKER, TELEPHONE, ETC. TO BE AND BLACK BACKGROUND. LABELS SHALL BE PERMANENTLY EQUIPMENT ON THE ROOF. PORCH STYLE WALL MOUNT Cif 10. LIGHTING FIXTURES SHALL BE SUPPLIED COMPLETE w/LAMPS AND ALL COORDINATED WITH LOW VOLTAGE DESIGNER AND/OR CONTRACTOR FIXED TO THE EQUIPMENT. w T z NECESSARY MOUNTING HARDWARE, HANGERS AND TRIM. FLOURESENT :' : m N T INSTANT START LIGHTING SHALL HAVE T-8 LAMPS AND ELECTRONIC BALLASTS. C. ANY COSTS INCURRED DUE TO LACK OF COOPERATION AMONG _ - _ - _ .-: _ _-- _ - - _ - _ - Nus:: i : 1 j m D THE TRADES SHALL BE BORNE BY THE CONTRACTOR. __ _ _ _ _ _ _ _ ____ : - _-„ - _ - � fl (5 O) 0 7. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS • 20. CEE CI�ICCT Y. 1 FOR POWER CM=170UCl I IN PLAN. --- < 2, h -I 1 EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF T66 6 126 _-- _-- U) LU WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT 2 I. ALL FIXTURES TO BE PROPERLY SECURED TO PREVENT MOVING ONCE CD TO THE PROPOSAL FOR MATERIALS AND LABOR, BECAUSE OF IN PLACE. PANEL: A TYPE: AS PER OWNER STYLE: SURFACE MAINTYPE: M.L.O. DIFFICULTIES ENCOUNTERED, WILL NOT BE RECOGNIZED IF (� Q = AMPS: 150 AMP VOL 120/208 PHASE: 3 WIRE' -- A.I.C.RATING: 10.000 THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION 22. ALL CONDUIT(RIGID$FLEXIBLE)SHALL BE PROPERLY SECURED _ - _ _ _ _ L j z N BEEN MADE. AND NOT ALLOWED TO LAY ON FLOOR, ETC. IT1 o z � 0 F-32 8' LONG FIXTURE Y- z m I CKT LOAD DIRECTORY VA AMP AMP VA LOAD DIRECTORY CKT 8. COMPANYC ODSREV REVISE SHALL AND VERIFY BALANCE PAN VOLTAGE EL AS REQWITH UIREDUTILITY 23. TELEPHONE BACKBOARD TO BE RECESSED IN WALL. A8 2 32 120 TS CEILING - MANUF. AS PER OWNER INSTANT START n } Q k 1 UGHTS 1,628 20 20 1,300 RECEPS 2 9. ALL REMOTE EQUIPMENT ON ROOF OR GROUNDS SHALL HAVE NOTES: 1. OR EQUALS ARE ACCEPTABLE. A DISCONNECT SWITCH AT EACH PIECE OF EQUIPMENT. FURNISH 2. OWNER TO VERIFY ALL STYLES, COLORS, ETC. --,J x 3 EMERGENCY / LIGHTS 100 10 20 1,100 RECEPS 4 FUSED DISCONNECTS AS REQUIRED BY N.E.C. 3. 8' LONG CEIUNG UGHTS ARE TO BE MOUNTED DIRECTLY TO CONCRETE CEIUNG DECK t i 1 5 SPARE --- --- --- --- SPARE 6 7 SPARE --- --- --- --- SPARE 8 9 ** AHU NUMBER 1 3,120 2/40 2/30 2,340 �E�E CU NUMBER 1 10 O 11 --- 3,120 --- --- 2,340 --- 12 ' . 13 SPARE --- --- --- --- SPARE 14 15 PANEL "B" 6,040 3/150 20 2,000 ** WATER HEATER 16 V c z N 3 o3 - 1 17 --- 6,040 --- 20 1,200 EXTERIOR SIGN 18 0 < o 19 --- 6,040 --- SPARE 20 N N � ' � a 1 21 SPARE w --- --- SPARE 22 ' o o --- --- z n 1 u.i . 23 SPARE --- --- --- --- SPARE 24 • S . 25 SPARE --- --- --- --- SPARE 26 .41 VERIFY AMPS, aRCUITS, ETC. WITH MANUFACTURER TOTAL CONNECTED VA = 35,168 =t TOTAL AMPS = 98 NEW x CONTRACTOR TO VERIFY VOLTAGE AND PHASE WITH POWER TYPE SE x PROVIDER PRIOR TO CONSTRUCTION STYLE R CABLE I (3) - 2/OCu , W Q U) PANEL: B TYPE: AS PER OWNER STYLE: SURFACE MAINTYPE: M.LO. -- 10 00t? and --1 AMPS: 150 AMP VOLTS: 120/208 PHASE: 3 WIRE: A.LC.RATING. (I) " E T D v W w O H er in2EMT , D � Z W CKT VA CB CB VA LOAD DIRECTORY CKT 13' 1.. '`'' '_t>> Q� Q 1� LOAD DIRECTORY 'S {� d Q NO AMP AMP NO \� U) '_ - ` --1 W 0 z Ca 1 UGHTS 1,500 20 20 1,300 RECEPS 2 - - ,; 'Y`"�'' _ ., 5 z iJ- `` �- z Q I 1 I I I ?` d- ¢ , Q z 3 EMERGENCY / LIGHTS 100 10 20 1,100 RECEPS 4 ( I I I I 1 ( I y �LI ¢m Z � x 5 SPARE --- --- SPARE 6 P I Z U l� I/ w 0 i --- --- I _L I I I I I - I I PANEL PANELl' W d' m z 7 SPARE --- --- --- --- SPARE 8 I ( I C ( I I �,_ D ,- f H 5 uAn "Bn .a c� lead. .' , c°- [� ADD NEW METER CAN � O 150 AMP 150 AMP • 9 ** AHU NUMBER 2 3,120 2/40 2/30 2,340 �E�E CU NUMBER 2 10 EXT'G I EXT'G 1 EXT'G I AND DISCONNECT 3 PH 3 PH MUST BE COPPER 11 --- 12 1 PANEL PANEL PANEL I BLANK ALUM! NM ALLOWED i EXT'G section--- 3,120 --- --- I I I I secti n , qub-se do 3-9-1.% DISCONNECT Ty bee Land 0 t ; e$7:,=;) 13 SPARE --- --- SPARE 14 --- --- I I I I I EXT'G METER CENTER CENTER BLANK 15 --- --- --- 20 2,000 ** WATER HEATER 16 I I 17 --- --- --- 20 1,200 EXTERIOR SIGN 18 I ' i ELECTRICAL PANEL NOTES : CONTACT A MINIMUM OF lc' HOURS S 19 --- --- --- --- --- SPARE 20 I I PRIOR TD DfGFING t 21 SPARE --- --- --- --- SPARE 22 1 - - - I - I - T.CLEARANCES A. CEILING = NOT LESS THAN 36"BETWEEN TOP OF s` y T/`5 PR o, q, -, 23 SPARE --- --- --- --- SPARE 24 SWITCHBOARD AND ANY COMBUSTIBLE CEILING UNLESS PROVIDED WITH NONCOMBUSTIBLE SHIELD. pf; 1 25 SPARE --- --- --- --- SPARE 26 I B. DEPTH- TABLE 1 10-26(A)WORKING SPACES 0 .� ** VERIFY AMPS, CIRCUITS, ETC. WITH MANUFACTURER FROM GEORGIA POWER I strop,E YO�� TOTAL CONNECTED VA = 18,120 MINIMUM CLEAR DISTANCE(FT) UTILITIES PRGTEC Ei'NTER TOTAL AMPS = 50 I NOMINAL VOLTAGE CONDITION CONDITION CONDITION 1-800-282-7411 TO GROUND 1 2 3 GROUND PER N.E.C. 250 us- AND GEORGIA POWER O TO 150 3 3 3 tO R G 151 TO 600 3 3.5 4 C'o_c,t 5 t CONDITIONS ARE DEFINED AS PER NEC 1 10.26 = ; Vii:-- . -- No.28372 PROFESSIONAL It • ELECTRICAL RISER DIAGRAM 1 4,_ NOT TO SCALE �'q NG' �� �� _ ‘ i VERIFY FAULT CURRENT WITH POWER MANY i f. SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO It REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID E- 3 a ERROR, DISCREPANCY OR CONFLICT. i - OF - SHEETS i' 1 • . 1 TI - L 1 • I WATER - EATER I II \ CLOSE T 1 1 I WATER HEATER I I 3/4„ C . �� IN CLOST 1F 7 , — _ i r — ten IIr1/ w ' � I L J -p 1- I j L _ L J W I W - TH0 I " - 11 I, Hr V I I 7\ .111 6 ITV I I 3/4„ h 11 11 01 1 CJ J II I 11 W I W d w h ( — — - - - — 1 r — _ - - - - - - - - - - - - - - r- -1 I > &)-* N LI-I LJ _ L _ J L � I I CONNECT TO ITI o 0 � L - J I I XT'G I " WATER �' Q o -21 I I II I i II ft ► I Z Q N O 1 • III mz - J C OVER EAD I C OVER -1EAD I ( OVER- EAD I i I ir1 e.1 ` lye, 3/4 ” h I-I-1 , � 0 ( 0 0 ( .:��,.... • - I OVER- EAD u) - o ! III '- '-_ I I I ---_/ III I / � ► I I / \\ I I • V II - I I I I- 7 I I - I I .- ', III1 IL Li [ J III ° , , I II I __ ° I N I - m v ° O N ! �I � ( � I LrTI- ( 1 I II III III I II I I I I I . III I II ► 1I 1 I I z II II Q 1 -l-- — _— --I- -I--- _ _ —_ — — —_— -i- -I- —_ — — -r I I -� I r- 1 _ — r- — — — — 11 �- W Q - - — � -�- — — I I - - _ - - J- — - - -11- -I L J I__ _J J1- — — -I E- 1 I -I I- - — _ — � H W Z II- -r, — I 1 I I I ► I I ( I r - I JI — — — — — —IL ___I F_ — — — ___I L._ J ) Q } ww Q � O .� -I U) W0Q C L ,;\` ,;\ _m ZU) L r:',; zf -'jam- -�`•... '11Fj U CO I , c a ;:' } ' 1 WATER SUPPLY PLAN ..� . .:,Y NOT TO scaLE . SPECIAL AE AND VE ZONE NOTES : I. BUILDINGS IN"AE"ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I'ABOVE FLOOD. i 2. BUILDINGS IN "VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE C i\TAC i A i';\5 1U� L %2 i:; 5 GENERAL PLUMBING NOTES FLOOD. PRIC'R T' DG vRCTEC;? i 4. FLOOD VENTS ARE REQUIRED IN "AE"ZONES AND ARE TO HAVE I SQUARE �s o,c` 6 /. INSTALL A CALIBRATED PRESSURE RELIEF VALVE FOR THE INCH/SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND = \�A CONTROL OF THERMAL EXPANSION ON THE HOT WATER SUPPLY OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY • i LINE PREVIOUS TO THE PRESSURE RELIEF VALVE. SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS 1C/4 I I ABOVE ADJACENT GRADE. >WATTS Series 530 FP (50-l 75psi) �o� 5. BREAK AWAY WALLS ARE REQUIRED IN "VE"ZONES. 2. WATER HEATER SIZES AND CLEARANCES TO BE AS PER UTILITIES PROTECTION CENTER TABLE 5% OF THE 2001 GEORGIA AMENDMENTS. ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER 3. PROVIDE POI RATED SHOCK STOPS OR l 2" VERTICAL AIR CHAMBERS 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH CODE. ;-800-282-74 ONE SIZE LARGER THAN THE WATER LINE TO THE FIXTURE WITH o R G,' HAMMER ARRESTORS FOR EACH HOT AND/OR COLD WATER LINE �'�Sr�'i TO EACH ISOLATED FIXTURE, ITEM OF EQUIPMENT AND AT FIXTURE SPECIAL WATER LATERAL NOTES : ��:!; 1�,�`'v,.,�.;. No.26372 I GROUPS. WATER HAMMER ARRESTORS SHALL BE IN ACCORDANCE I . ALL HOT AND COLD WATER SUPPLY * PROFESSIONAL *1 1 - - ''.-- I WITH IPC 604.9. WATER CLOSET NOTES: LINES ARE TO BE 2" (min.) UNLESS '1i F,vc• ���R, N, OTHERWISE NOTED. q� �,`'A. I . WATER AND WASTE SYSTEMS HAVE BEEN DESIGNED • ASSUMING TANK TYPE TOILETS WILL BE UTILIZED. 2. WATER SYSTEM MUST BE RE-WORKED IF FLUSHOMETER DRAWING NUMBER VALVE TYPE TOILETS ARE UTILIZED. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, 3. RESTROOMS ARE EXISTING AND HAVE NOT BEEN RE DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY p ..., 1 ROUTED FOR SUPPLY NOR WASTE. WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. - OF — SHEETS ,II i GENERAL: DOMESTIC WATER PIPING: ! . f I. "VERIFY"SHALL MEAN CHECK CONDITIONS ON SITE AGAINST DRAWINGS I I . DOMESTIC WATER PIPING BELOW GRADE SHALL BE TYPE"K"COPPER AND SPECIFICATION AND ADJUST WORK TO MATCH EXISTING, OBTAIN TUBING, WITH NO PIPE JOINTS BELOW GRADE. UNDERGROUND PIPES RULING FROM OWNER ON ANY ITEMS REQUIRING CLARIFICATION. SHALL BE INSIDE A PVC PIPE LINER AND INSTALL A UNION ABOVE i ! GRADE AT EACH END OF THE BURIED PIPE. UNDERGROUND PIPE 2. ALL PLUMBING EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN . SHALL BE DRAWN EXCEPT ANNEALED (SOFT) PIPE MAY BE USED ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND 1 ■ WHERE INDICATED. INSTALLED LEVEL, PLUMB AND RUN PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS UNLESS INDICATED OTHERWISE. PL UMBING FIXTURE 2. DOMESTIC (HOT AND COLD)WATER PIPING ABOVE GRADE SHALL BE TYPE"L"COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER 3. CONTRACTOR SHALL SECURE ALL PERMITS, INSPECTION CERTIFICATES, MIN. SUPPLY AND DRAIN SIZES WITH LEAD FREE SOLDER. PIPING SHALL NOT TOUCH FERROUS AUTHORITY APPROVALS AND PAY ALL RELATED FEES AND CHARGES. If MATERIALS. FIRMLY SUPPORT PIPING USING NON-FERROUS PIPE I I { SUPPORTS. 4. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE FINISHED FIXTURE CW HW SS I WORK,TESTED AND READY FOR OPERATION. ANY APPARATUS,APPLIANCE, 3. SHUT-OFF VALVES SHALL BE FULL PORT,THREADED OR SOLDER-END OR MATERIAL WHICH MAY BE NECESSARY TO MAKE THE WORK COMPLETE TYPE, RATED AT NOT LESS THAN 200 LB. NON-SHOCK COLD WATER AND FULLY OPERATIONAL, EVEN IF NOT EXPLICITLY STATED, SHALL BE , I WORKING PRESSURE. PROVIDED FOR BY THE CONTRACTOR. CLOTHES 1/2 1/2 2 4. PROVIDE A BALL-COCK STOP ON WATER SUPPLY IN BRANCH PIPE TO EACH 5. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID WASHER i PLUMBING FIXTURE WHETHER SHOWN ON THE DRAWINGS OR NOT. INTERFERRENCE WITH ALL ELECTRICAL AND MECHANICAL WORK `n AND STRUCTURAL MEMBERS. 6 j I i , 5. UNIONS SHALL BE PROVIDED AFTER EACH SCREW TYPE VALVE AND AT BATHTUB/ 1/2 1/2 2 - ' EQUIPMENT CONNECTIONS. PROVIDE ISOLATION UNIONS ON ALL G. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN y I i t CONNECTIONS BETWEEN DISSIMILAR METALS. APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE SHOWER i r THE EXACT LOCATION OF ALL UTILITIES PRIOR TO START OF ""°""4 . S G. COLD AND HOT WATER RISERS FOR FIXTURES, UNLESS NOTED OTHERWISE SHALL BE CONCEALED IN WALLS OR PIPE CHASES. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND DISHWASHER 1/2 — 2 U REPAIRING ALL AREAS WHICH WERE DAMAGED BY HIS OPERATION. INSULATION: ,, � 8. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO DRINKING 1/2 — 2 k I. INSULATE ALL ABOVE GROUND HOT AND COLD WATER PIPING AND EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATION FITTINGS WITH PRE-FORMED ARMAFLEX AP INSULATION, I"THICK AND NOT LESS THAN 6"ABOVE FINISHED FLOOR TO PROVIDE FOUNTAIN USE ARMAFLEX 520 ADHESIVE ON ALL JOINTS. ALL INSULATION CLEARANCES FOR CLEANING. MATERIALS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS, SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED PER ASTM 9. EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS FOR ALL SINK 3/4 3/4 2 I T I E 84 AND THERMAL CONDUCTIVITY OF NO GREATER THAN 0.27 FIXTURES AND EQUIPMENT SHALL BE DETERMINED FROM (BTU"IN)/(11R"FT2"O F) PER ASTM C 177 ARCHITECTURAL DRAWINGS. LARGE SCALE ARCHITECTURAL —. i PARTICULAR ATTENTION SHALL BE DIRECTED TO FIXTURES J, sKt W EQUIPMENT: OR EQUIPMENT FURNISHED BY OTHER TRADES. LAV 1/2 1/2 2 w z A. WATER HEATER: FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. SANITARY AND VENT PIPING: (I)SIZE, CAPACITY,TYPE AND MANUFACTURER AS INDICATED BY DRAWINGS. HOSE BIBB 3/4 — — T ii — c WATE;&FICA'ER CI TALL DE CAC. - - I. ALL SANITARY, GREASY WASTE AND VENT PIPING SHALL BE Q (D 0 I SCHEDULE 40 PVC, WITH PVC FITTINGS UNLESS THE LOCAL SILLCOCK •- - - - — - •- — — — •_ _ _ _ _ _ AUTHORITIES HAVING JURISDICTION REQUIRE CAST IRON. ' FLUE VENT 31I„1ILAR TO Iv1ET/,LDC3TO3 WIC RV COMPLETE WITI I J ON• -J 2. PROVIDE MINIMUM COVER OF 30" FOR ALL LINES OR AS W • W (VC rrrrnNO3, CEILING COLL/R, FIRE 3TOr, ROOF rurl LINO, URINAL 3/4 — 2 JCCAT■SCI.'T I IT JTClCivi C' LLA AND JCM"Ckf, iPo�1fAtLCD i,d OTHERWISE NOTED ON THE DRWINGS. W ' ACCORDANCE WITI I t�IANUr/�CTURCR'� RCCOt�11�ICNDATIONC. © 3. COORDINATE WITH THE MECHANICAL CONTRACTOR TO ENSURE WATER z Q (3)THE WATER HEATER, GAS OR ELECTRIC, SHALL BE PROVIDED THAT SANITARY VENTS THROUGH ROOF MAINTAIN A MINIMUM 1 co z WITH ALL TEMPERATURE AND SAFTEY CONTROLS INCLUDING ASME OF 12"FROM ANY VERTICAL SURFACE AND I O'O"FROM CLOSET 1/2 — 3 * Z = AND ANSI Z2 I .22 RATED TEMPERATURE AND PRESSURE RELIEF VALVE ANY FRESH AIR INTAKE TO THE BUILDING. 1 GAS PRESSURE REGULATOR(IF REQUIRED), DRAIN VALVE, EXPANSION TANK, ETC. (tank) r- Q 4. INVERT ELEVATIONS SHOWN SHALL BE VERIFIED ON THE JOB (4) PLUMBER SHALL MAKE WATER, GAS AND RELIEF LINE CONNECTIONS WITH BEFORE INSTALLING ANY NEW PIPE. i CUTOFF VALVES AND DIELECTRIC UNIONS IN WATER AND GAS LINES. WATER 1 — — I I 5. REFER TO ARCHITECTURAL FINISH SCHEDULE AND ELEVATIONS B. VALVES, COCKS AND FAUCETS: FOR DETAILS OF FLOOR DRAINS AND CLEAN-OUT LOCATIONS. 6. CLOSET (flushometer valve) (I) UNLESS SPECIFICALLY INDICATED ELSEWHERE,THE VALVES SHALL BE ALL CLEAN-OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE r. g C DESIGNED FOR NOT LESS THAN 126 LBS. WORKING PRESSURE. THE VALVES WITH EQUIPMENT, CABINETS, ETC. AND ARCHITECT PRIOR TO 1 SHALL HAVE SUITABLE VALVE BODY PATTERNS FOR CONNECTION TO THE INSTALLATION. PIPE FOR WHICH THEY WILL OPERATE. ALL VALVES WITH RISING STEMS * NO MORE THAN 2 WATER CLOSETS 0 i SHALL HAVE BACK SEATS FOR PACKING UNDER PRESSURE. 7. CONDENSATE DRAIN PIPING: ALLOWED ON 3" DIA. SS LATERALS ' CO 'i (2) CUTOFF VALVES UNDERNEATH LAVATORIES, TANK TYPE WATER CLOSETS, (A)CONDENSATE DRAIN PIPING SHALL BE GALVANIZED SCHEDULE SANITARY SINKS AND WATER COOLERS SHALL BE CHROME PLATED 40 OR PVC. FROM HVAC ON ROOF AND OTHER EQUIPMENT ANGLE STOP VALVES WITH SOFT ANNEALED CHROME PLATED COPPER UNLESS STATED OTHERWISE. k CONNECTION PIPES AND CHROME PLATED ESCUTCHEON PLATES. (B)CONTRACTOR SHALL FURNISH AND INSTALL 3/4"OR I"COPPER (3) EXTERIOR HOSE COCKS AND VALVE FIXTURES TO BE NON-FREEZE CONDENSATE DRAINS ON COOLER/FREEZER EVAPORATOR TYPE. SUPPLY SHUT-OFF VALVES IF INDICATED ON PLANS. COILS, WITH TRAP ASSEMBLY AND 2"AIR GAP ABOVE DRAIN I N AS SHOWN ON THE DRAWINGS. FREEZER CONDESATE PIPING o ! SUPPORT SPACING: SHALL BE WRAPPED WITH HEAT TAPE WITH A MINIMUM a v- f (I)SPACING OF HANGERS AND SUPPORTS FOR ABOVEGROUND HORIZONTAL RATING OF I 0 WATTS PER LINEAR FOOT FOR ITS ENTIRE T PIPING AND TUBING SHALL NOT EXCEED THE FOLLOWING: LENGTH WITHIN THE FREEZER COMPARTMENT. A. CAST IRON WASTE/SOIL PIPE SHALL BE SUPPORTED AT NOT MORE o THAN FIVE FOOT INTERVALS AND AT EACH HUB. B. COPPER TUBING 'H _, AH. t PIPE SIZE MAX SPACING(FT) . i, 4"AND SMALLER 5 I"THRU 3" 6 4"AND LARGER 12 C. STEEL PIPE (EXCLUDING GAS PIPING) UP THRU I- 4" C I-2"THRU 2-i" 8 3"AND 4" 1 2 s 5"AND LARGER 16 I 0"AND LARGER 20 \ G \ G \/ 0 \/ TO W Q C D. PVC PIPE 4 ``, \;c�j� \G4/� 1- U D W N — E. GAS PIPING(STEEL): \FP \Fib ;f D H W Q iH 1" 6 \ \ Q > Z LJ W 4 - 1 8 0 4 � 0 n t 4 I-4" - LARGER I 0 H .JWWp ° a (2) SUPPORT PIPES FROM STRUCTURE WHERE SPACING OF STRUCTURAL MS S� i 5 Z .-I 'LL— Z D £ MEMBERS EXCEEDS THE MAXIMUM SPACING NOTED ABOVE PROVIDE �i Q Z ADDITIONAL SUPPORTS OF SUFFICIENT SIZE TO SUPPORT PIPES C n Z 0� WITHOUT EXCESSIVE DEFLECTION. ALL PIPING UNDERGROUND SHALL IW Q Q W BE FIRMLY BEDDED ON THE BODY OF THE PIPE,AND BELL HOLES c0� z U t- W bLuu) PROVIDED AT EACH BELL. ALL PIPING SHALL BE INSTALLED IN z GRADED TRENCH EXCAVATE, BACKFILL AND SUPPORT PIPING AS /IA-. m HEREIN BEFORE SPECIFIED. E-- § (3)ADJUST HANGERS AND SUPPORTS TO SLOPE PIPE TO CODE OR AS OTHERWISE REQUIRED FOR PROPER OPERATION OF THE SYSTEM(5) WC j APO -' MISCELLANEOUS: O ��� ..„.. ...''t G H ti'`” I . NO "ALTERNATES"OR"EQUALS"MAY BE USED WITHOUT WRITTEN �° IAV ' , ti C C �d'' `' -' , PRE-AUTHORIZATION BY THE OWNER. �r DF _` '`' $l 2. PROVIDE SLEEVES FOR PIPES THRU FLOORS, MASONRY WALLS AND FIRE OR SMOKE PARTITIONS. PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS AND PARTITIONS SHALL BE FIRE STOPPED TO COMPLY WITH �'•. +_-,_=( THE APPLICABLE EDITION,AND LOCAL FIRE MARSHALLS REQUIRMENTS. ‘s..) FIRE FIRE STOP SYSTEM USED SHALL BE UL LISTED AND SHALL BE SUITABLE FOR THE PENETRATING AND PENETRATED MATERIALS.THE WORK SHALL BE j UN A T A L;ti' L'' 2 ': RS INSPECTED AND CERTIFIED BY THE MANUFACTURER'S AUTHORIZED PR! ' LI �'';- REPRESENTATIVE. PENETRATIONS THROUGH WALLS AND FLOORS BELOW �i C , ,9RGTccrk,� 3 GRADE AND OUTSIDE WALLS SHALL BE SEALED AND CAULKED WATER, WC ' ` MOISTURE AND AIR TIGHT TO OWNERS APPROVAL. �\ 3. BACK FLOW PREVENTORS SHALL BE PROVIDED ON ALL BEVERAGE H • (t �`� � µ% i' MACHINES AND ICE MAKERS WHETHER SHOWN ON THE DRAWINGS LAVs' `/` 1 OR NOT. , E j UTIE(IIE8 oR0TB�?i7c,,EE;�;ER WATER SUPPLY SCHEMATIC i i �'-.OI2R3TG F '/:: ".--1 F FROG.55!ONAL 1_ b_ 12 rr a DRAWING NUMBER r i SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY P -2 t WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. i: • L s . . - OF - SHEETS ?~ { 1 ii I I i f I r1 r rh J L � 1 f 1 II I f II I I I I I I1 1 ' Ii Ii L. J - -j-r — 1 J L�_ - r �LL1 H ILI iI ` INSTALL STU DR I I I I 1 Q `� U IIiI I VENT IN LIEU Of 1 i �' Ili � �" H ON VNT TO KOOE i I -Ii l r I i I III IIII I 1 1 C� U 0 4111 I i ! x X f I — 1 r I — - - _ L W W Q LU CO _ f^ -1 ( - - — -- r -1 ICI E. Qm F- Li J .� L _ L L a o 11 1L — J1 1fl :" < 2N I I I ►-� _D L ^ .i Q co Ca , 111 ( 1 0 i f 11 — _j (I) z QN , I CO I I 1iJ oz — , 1 z I I _ i I I 2It SS Q Q Iii co INSTALL STUDEI� iii CONNECT TO EXT G --1 SS ST� B BELOW I VENT IN LIEU Of i i tit 1 ,�' �I OPEN VENT TO KOOE CI? , SLAB n n I ) - F- -1 �� 3 ' SS _ n '� �! I 0 co 7 Ii I CONNECT TO EXT'G z � I Ii _ ICI I 4" � 4" iII � � � I Ii EXTG SS SSSTLBBELOW EXTG4 SS li i 111 STUB SLAB STUB I I _ . � 1 1 I N ? 1 I i I N " IIII I '— JI iL __Ii Iii o -Ft — — — v Iil I I1 1 ( i I IIII I I i i IIII I1 III III IIII IiII ( I1 it i IIII x IIII Ili II i IIiI w IiII f 11 Ii I 1111 Q - - - - - - - - -> - - - - - - -r- -1-- -4- 7 If- � I II- -fi f-- 7� _ - - - - F- -1 - - — _ — -� r1- - L - - _ - � � - - _ - I - - - I � -- - -- -LJ L. L J LJ __ - __ - � L 1 J � = - ; � - - JLJ �� � � W � Z I 1 I I I I f I I f 11 i I �— { ° �¢ s. o > ° Y -1wwozo w z z H 2 o-c '' ,: (1� Q H >-, °--) z U W > ? ` I WASTE PLAN . NOT TO SCALE 1 SPECIAL AE AND VE ZONE NOTES : 1 I. BUILDINGS IN"AE"ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I'ABOVE FLOOD. 2. BUILDINGS IN "VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL ' STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. e CBN ACT A IIINI^IUII O 72 H IRS 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, PRIOR v DIGGiN HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE �SeRnEecro car 0. FLOOD, 4. FLOOD VENTS ARE REQUIRED IN "AE"ZONES AND ARE TO HAVE I SQUARE [( ' INCH f SQUARE FOOT OF FLOOR PLAN AREA WiTH A MiNiMUM ROUND ! ( �� OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY �„ . SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS '< erra QUO` ABOVE ADJACENT GRADE. UTILITIES PROTECTION CENTER 5. BREAK AWAY WALLS ARE REQUIRED IN "VE"ZONES. 1-800-282-74' 1 G. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH , ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. �tO`K G No.28372 * 1 * PROFESSIONAL �Lit✓Gi t ��'yKA. � SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, hE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF p Mil 3 SAID ERROR, DISCREPANCY OR CONFLICT. 1 - OF - SHEE.I S i I ! 1 . 1 II i 1 ; • I 1 1 PLUMBING NOTES: • SIDEWALL VENT NOTES: GENERIC PLUMBING NOTE'S I j l. ALL WORK SHALL CONFORM TO ALL CURRENT LOCAL, STATE AND ALL PIPES SERVING SPACE-CONDITIONING SYSTEMS MUST BE INSULATED AS FOLLOWS: I FEDERAL CODES INCLUDING THE CURRENT EDITION OF STANDARD 1 . VENTS SHALL BE AS PER 2006 IPC PLUMBING CODE. CHAPTER 9 OR AS FOLLOWS. ` HOT WATER PIPING FOR HEATING SYSTEMS: 2. EXTERIOR DOMESTIC WATER PIPING SHALL BE SCH. 40 PVC. LAVATORY I I/2 in. FOR PIPES <= I 1/2 in. NOMINAL DIAMETER I 1 2 in. FOR PIPES > 1 1/2 in. NOMINAL DIAMETER I i 2. SIDEWALL VENTS SHALL TERMINATE A J 3. INTERIOR WATER LINES SHALL BE COPPER TYPE"L". SWEAT JOINTS MIN. OF 10 FEET FROM ANY LOT LINE CHILLED WATER, REFRIGERANT AND BRINE PIPING SYSTEMS: I 1/2 in. INSULATION FOR PIPES <= I 1/2 in. NOMINAL DIAMETER , ' TO BE 95-5 SOLDER. AND 10 FEET ABOVE THE AVERAGE I 1/2 in. INSULATION FOR PIPES > I I/2 in. NOMINAL DIAMETER i 4. PROVIDE POI RATED SHOCK STOPS OR 12"VERTICAL AIR CHAMBERS GROUND LEVEL. STEAM PIPING: I 1/2 In. INSULATION FOR PIPES <= I 1/2 in. NOMINAL DIAMETER ONE SIZE LARGER THAN THE WATER LINE TO THE FIXTURE WITH 3. SIDEWALL VENTS SHALL NOT TERMINATE HAMMER ARRESTORS FOR EACH HOT AND/OR COLD WATER LINE r 3 in. INSULATION FOR PIPES > i I!2 m. NOMINAL DIAMETER i TO EACH ISOLATED FIXTURE, ITEM OF EQUIPMENT AND AT FIXTURE UNDER OVERHANGS WITH SOFFIT VENTS. i 1 i EXCEPTION: PIPE INSULATION IS NOT REQUIRED FOR FACTORY INSTALLED PIPING WITHIN HVAC `L I GROUPS. WATER HAMMER ARRESTORS SHALL BE IN ACCORDANCE EQUIPMENT. WITH IPC 604.9. 4. SIDEWALL VENTS SHALL HAVE PROTECTION TO PREVENT BIRDS OR RODENTS FROM WATER SAVER TRAP PIPE INSULATION IS NOT REQUIRED FOR PIPING THAT CONVEYS FLUIDS HAVING A - ��- �! DESIGN OPERATING TEMPERATURE RANGE BETWEEN 55 AND 105 DEGREES. x 5. PROVIDE HOT AND/OR COLD WATER CUT OFF VALVES AT EACH ENTERING. PRIMER : PLUMBING FIXTURE AND ITEM OF EQUIPMENT. PIPE INSULATION IS NOT REQUIRED FOR PIPING THAT CONVEYS FLUIDS THAT CLEANOUT PLUG I I SHED NOT BEEN HEATED OR COOLED THROUGH THE USE OF FOSSIL FUELS OR 6. INSULATION- HOT/COLD WATER: WALL-• ELECTRIC POWER. � # FIXTURES, FAUCET AND FIXTURE FITTINGS NOTES FINISHED FLOOR �� WALL PIPING WITHIN A ROOM FAN-COIL(with AHR1440 rating)AND UNIT VENTILATORS A. IN FLOOR JOISTS 4 EXT. WALLS-ROUTE INSIDE OF BLDG. INSUL. 0. ABOVE CEILING 3/4"FIBERGLASS 1. ALL FIXTURE TYPES AND NUMBER OF FIXTURES UNDER FLOOR (with AHRI840 rating). 1 j 1 W FLOOR TO GROUND-I"FIBERGLASS w/ALUMINUM. F1' DRAIN C. EXPOSED BELOW SHALL BE AS PER CHAPTER 4 OF THE PIPE INSULATION IS NOT REQUIRED FOR RUNOUT PIPING NOT EXCEEDING 4 ft. IN 0 0 D. IN CONCRETE SLAB ON GRADE- NONE REQUIRED. INTERNATIONAL PLUMBING CODE, 2006 EDITION. LENGTH AND 1 in. IN DIAMETER BETWEEN THE CONTROL VALVE AND HVAC COIL r • > q LU 7. INTERIOR AND EXTERIOR WASTE AND VENT PIPING SHALL BE SCH. 40 2. DRINKING FOUNTAIN SHALL BE INSTALLED AS W (76 z 1 PVC OR SAS WITH DRAINAGE PATTERN FITTINGS AND SOLVENT JOINTS. PER SECTION 403.1 AND TABLE 403.1 OF THE ' TRAP INTERNATIONAL PLUMBING CODE, 2006 EDITION. 1 I 1 rbE Q cc;' FT1 5. PAINT ALL VENTS WITH RUST INHIBITIVE FLAT ENAMEL ABOVE ROOF IN A COLOR TO MATCH THE ROOF. 3. ALL LAVATORIES SHALL CONFORM TO SECTION FLOOR DRAIN TRAP PRIMER-TYP, INSTALLATION � � � � i 416 OF THE INTERNATIONAL PLUMBING CODE, EATION DETAIL r_ Q 0 i H I 9. ALL WATER PIPE IN FIRE RATED WALLS SHALL BE COPPER. 2006 EDITION. ALL SANITARY SEWER LINES IN FIRE RATED WALL TO BE SCALE CAST IRON. SEAL ALL POINTS OF PENETRATION w/3M FIRE-BARRIER 4. ALL LAVATORIES SHALL BE PROVIDED WITH s TEMPERED WATER AS PER SECTION 416.5 OF � Q T u I. CAULK OR EQUAL. p z Q N 0 f, THE INTERNATIONAL PLUMBING CODE, 2006 SPECIAL AE AND VE ZONE NOTES : 1 j 1 z m EDITION. GATE VALVE ` O z = I 0. ALL PENETRATIONS OF ORE-RATED WALLS WITH A FIRE RATING '. SWING CHECK VALVE I . BUILDINGS IN"AE"ZONES ARE TO HAVE THE FINISHED FLOOR SETA n Y-- <OF MORE THAN ONE HOUR SHALL BE IN ACCORDANCE WITH AN DRILL A +' HOLE APPROVED U.L. DESIGN TO BE APPROVED BY THE REVIEW AGENCY. DN CHECK VALVE MINIMUM OF I'ABOVE FLOOD. i p-�R �_i Q DIELECTRIC UNIO �i 2. BUILDINGS IN"VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL _I u ° I I. WHEN REQUIRED, A NEW WATER METER SHALL BE CITY AND/OR COUNTY - �.. STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. T 1 T �a\•".......................... CCILD WATER SUPPLY 1 t APPROVED TYPE. ASNE T P��. ��` 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, VALVE-PIPED ARGE ! HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE 12. GAS PIPING AND AIR PIPING SHALL BE BLACK STEEL, SCH. 40 WITH CALIBRATED PRESSURE RELIEF VALVE FU U. SIZE TO 1' ` FOR THERMAL EXPANSION FLOOD. t .) THREADED JOINTS. LINE WATTS SERIES 530FP 4. FLOOD VENTS ARE REQUIRED IN "AE"ZONES AND ARE TO HAVE I SQUARE 13. PROVIDE GAS SHUT-OFF VALVES AND UNION FITTINGS AT EACH ` C50-175 psD INCH/SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND tl OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY EQUIPMENT CONNECTION. SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS , HDT WATER i 14. INSTALL A CALIBRATED PRESSURE RELIEF VALVE FOR THE SAM PAN TO FIXTURES ABOVE ADJACENT GRADE. GAIN. STEEL SIZE CONTROL OF THERMAL EXPANSION ON THE HOT WATER SUPPLY AS REQUIRED CNNDT PRESSURE RELIEF 5. BREAK AWAY WALLS ARE REQUIRED IN"VE"ZONES. g LINE PREVIOUS TO THE PRESSURE RELIEF VALVE. REQUIRED IF' FLOOR VALVE GO psi> 1 i a MTDJ C. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH I z WATTS 5eries 530 FP (50 175psi) FUSE 010 ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. -'o .c o 1 SOLDER FLUSH 11136 4` N --'I ' 1 BUTTON OF PAN -i. er Z � , I ,. 0 0 SOLID 2' ISOLATOR BLOCKS 07 SEPERATE DRAIN BENEATH WATER HEATER INSIDE SAFETY TO EXTERIOR PAN. SIZE & QUANTITY OF BLOCKS TO BE AS REQ'D TO SUPPORT WATER HEATER tNOT REQUIRED IF FILM NTID 1' DRAIN ROUTE i TO CONO)EMSATE 1 RISER WATER CLOSET NOTES: 1 1 ELECTRIC WATER HEATER INSTALLATION DETAIL. SPECIAL DEMOLITION AND CONSTRUCTION NOTES : , I . WATER AND WASTE SYSTEMS HAVE BEEN DESIGNED ASSUMING TANK TYPE TOILETS WILL BE UTILIZED. NOT TO SCALE 1 Yi I . CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING , 2. WATER SYSTEM MUST BE RE-WORKED IF FLUSHOMETER WASTE AND WATER LINES PRIOR TO CONSTRUCTION. VALVE TYPE TOILETS ARE UTILIZED. P. = 3. RESTROOMS ARE EXISTING AND HAVE NOT SEEN RE 2. ANY DAMAGE TO EXISTING WATER AND WASTE LINES _ D U , 1 t ROUTED FOR SUPPLY NOR WASTE. SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. D I- W z O H . H U Z 0 ¢ Q o o 3. SAW CUT EXISTING SLAB TO A SMOOTH LINE, REMOVE o c� x d 0 CONCRETE AS REQUIRED FOR CONSTRUCTION, COMPACT AND - w oz Z 5 zJ� z REPLACE WITH 3,000 psi (mm .) CONCRETE. 1- >- Q • p mQ � z � m �m zu) W 4. CONSTRUCT PLUMBING WALLS WHERE REQUIRED. LU <if} 0 w H I SPECIAL WATER LATERAL NOTES 1 . ALL HOT AND COLD WATER SUPPLY d z LINES ARE TO BE 2' (min.) UNLESS ,- F- ri OTHERWISE NOTED. } d" 4a Yj • 4 CONTACT A MINIMUM OF 72 HOURS I PRIOR TO DIGGiNL 8 `�S gROT cc I/�\ i \l 7,rte' 1' 1 t-pe..:3- y , g sercec 19`' z z UTILITIES PRLTECT: .: ..E ER x . 800 ?8? 7=•: . ' Z 1 �ORG1 1 k �,'5r,-�" g No.28372 1 i * FROPE551Cr\AL *I "t- !o- \Z., ) • ARK A. aC S 1 SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO r REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF 1 P ....4 ERROR, DISCREPANCY OR CONFLICT. 1 I - OF - SHEETS