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HomeMy Public PortalAboutLOVELL AV_8081 OFFICE OF INSURANCE AND SAFETY FIRE COMMISSIONER Ralph T. Hudgens, Commissioner 2 MLK, JR. DR., 612 WEST TOWER, ATLANTA, GA 30334 SAFETY FIRE INSPECTION REPORT FORM FM298 File No. 1025 -EDU -033 Building No. 1002 Name of Facility ITYBEE ISLAND MARITIME ACADEMY Serial No. Address 1201 8TH STREET CityJTYBEE ISLAND 1 State GA ZipI31328 Physical Location 201 Facility Phone# 1 Type of Inspection 1100% 8TH STREET Name of Building 1 (SCHOOL ANNEX Company Name Owne Address 1ST. MICHAEL'S CHURCH A Province/ A Country IU.S.A 1802 LOVELL AVENUE CityITYBEE ISLAND Zip 131328 Owner's Phone # J(912)786-4505 State GA Email :11iltybee @gmail.com Verbal Consultation Fee Select ortype... Standard Used 12000 LSC Admin. Information C.P.No Date Issued 20380 Existing 03/08/2013 C.O. No. Date Issued # of current violations # violations last inspection 0 11 1 DVariance Last inspection by Date last inspected Description Of Facility Type Occupancy EDU - education Construction Type fV (0,0,0) / VB Deficiency Type 1 Sprinkler None Occupant Load ,116 Sq.Ft.area 4,260 #of beds 10 #of stories 11 Basement No Compliance Deficiency T'vpe Com 1.Numberofexits Yes 8. Detection, alarm, communication systems Yes 2.Means of egress of approved type Yes 9. Extinguishment systems Yes 3.Travel distances to exists Yes A0.Construction type requirements Yes 4.Exit signs Yes 11.Compartmentation requirements Yes S. Emergency lighting Yes 12.Electrical system Yes 6.Vertical openings protection N/A 13.HVAC system Yes 7.Interior finish Yes 14.0ther Yes ccom.aniedb : above; and and that _ Compliance Officer r= - --' this acknowledges that an exit interview was given; that I I have /have not received a copy of this report. _ , -. -' Title Date his acknowledges the ownership of this facility is as stated nderstand the terms and conditions of the NOTICE below; Name /Signature MICHAEL BEYTAGH ------ �a SUPRT. L 7/01/2013 _ Date i his acknowledges that I accompanied the Fire Safety Name /Signature Y making this report. -,c- -_ Title 'f" ��" a' SUPRT. 7/01/2013 MICHAEL BEYTAGH otice: All deficiencies and /or violations noted above and on the attached pages shall be corrected immediately in order for this facility o comply with 0.C.G.A. Title 25, Chapter 2. This report shall be returned to the Safety Fire Division Office within 30 days indicating the eficiencies and /or violations noted have been corrected by initialing and dating each item. If all items are not corrected, a plan of orrection shall be attached and submitted to this office within 30 days stating what corrective measures will be taken with the stimated date of completion. Failure to correct the noted deficiencies and /or violation is violation of Georgia Safety Fire Law. Follow - p inspection fees of $1.50 or $220 will be charged and due payable in advance for second, third, and subsequent inspections as pecified in Code Section 25- 2 -4.1. r I I No visual violations (Recommend issuance of 0 Recommend issuance of LIA follow -up inspection is were noted. Certificate of Occupancy temporary Certificate of opy of report left: Yes Review Supervisor Signature Title Date scheduled to be conducted Occupancy forJ-days approximately Name /Signature IW CAMERON BROWN day: Title Date FSCO 107/01/2013 IW. CAMERON BROWN I s. ravel uiscances to exists 1O.Construction type requirements res 4. Exit signs Yes 11.Compartmentation requirements Yes [es S.Emergency lighting Yes 12.Electrical system Yes 6.Vertical openings protection N/A 13.HVAC system Yes 7.Interior finish Yes 14.Other Yes his acknowledges the ownership of this facility is as stated above; and this acknowledges that an exit interview was given; that I nderstand the terms and conditions of the NOTICE below; and that I have /have not received a copy of this report. Name /Signature MICHAEL BEYTAGH his acknowledges that I accompanied the Fire Safety Compliance Officer making this report. Name /Signature 'r Date MICHAEL BEYTAGH _ r E -_ _.►� ._ -- ' Y 1SUPRT. 137/01/2013 otice: All deficiencies and /or violations noted above and on the attached pages shall be corrected immediately in order for this facilii o comply with O.C.G.A. Title 25, Chapter 2. This report shall be retumed to the Safety Fire Division Office within 30 days indicating tht eficiencies and /or violations noted have been corrected by initialing and dating each item. If all items are not corrected, a plan of orrection shall be attached and submitted to this office within 30 days stating what corrective measures will be taken with the stimated date of completion. Failure to correct the noted deficiencies and /or violation is violation of Georgia Safety Fire Law. Follow - p inspection fees of $150 or $220 will be charged and due payable in advance for second, third, and subsequent inspections as I— pecified in Code Section 25- 2 -4.1. i 1No visual violations ri Recommend issuance of were noted. Certificate of Occupancy Title ISUPRT. Title Date 107/01/2013 opy of report left: Yes Review Supervisor Signature Title CI Recommend issuance of C1A follow -up inspection is temporary Certificate of Occupancy fort —days Date Name /Signature scheduled to be conductec approximately Title FSCO Ida Date 7/01/2013 t�— File Number025- EDU-033 OFFICE OF INSURANCE AND SAFETY FIRE COMMISSIONER Ralph T. Hudgens, Commissioner 2 MLK, JR. DR., 612 WESTTOWER, ATLANTA, GA 30334 W W W.GAINSURANCE.ORG SAFETY FIRE INSPECTION REPORT Building Number 002 FORM SFD376 Serial Number Item # Reference Type Def Comments 11 1 Selector type... 1 I INO VISUAL VIOLATIONS NOTED AT THIS TIME J ,I 11 1 I I RECOMMEND A CERTIFICATE OF OCCUPANCY BE ISSUED UNDER THE 2000 NFPA 101 NEW EDUCATIONAL OCCUPANCY WITHA FEE CHARGE OF $100 J 1 I 1 ) J (SEND PAYMENT TO THE GEORGIA OFFICE OF INSURANCE AND SAFETY FIRE COMMISSIONER 1 OFFICE OF INSURANCE AND SAFETY FIRE COMMISSIONER Ralph T. Hudgens, Commissioner 2 MLK, JR. DR., 612 WEST TOWER, ATLANTA, GA 30334 SAFETY FIRE INSPECTION REPORT FORM FM298 File No. 025- EDU -033 Building No. 1 1001 Name of Facility ITYBEE ISLAND MARITIME ACADEMY Serial No. Address 1714 LOVELL AVENUE City!TYBEE ISLAND (State GA Zip131328 Physical Location 714 LOVELL AVENUE Facility Phone# 1 Type of Inspection (100% Standard Used 12000 LSC Admin. Information Name of Building I (MAIN Company Name Owne Address 1ST. MICHAEL'S CHURCH R A Province/ CU.S.A A Country L '802 LOVELL AVENUE City1TYBEE ISLAND Zip 131328 Owner's Phone # 1(912) 786 -4505 State GA Email :11iltybee @gmail.com Verbal Consultation Fee Select or type... Existing .P.No Date Issued 20381 03/08/2013 C.O.No. Date Issued t1---iI 1 L_t Va ria n ce Last inspection by Date last inspected # of current violations # violations last inspection !o 1 1 Description Of Facility Type Occupancy EDU -education Construction Type III (2,0,0) / IIIB Occupant Load ,442 Sg.Ft.area 15,763 Sprinkler None #of beds i0 #of stories Basement No Deficiency Type Compliance Deficiency Type 0 1.Number of exits Yes 8. Detection, alarm, communication systems Yes 2.Means of egress of approved type Yes 9, Extinguishment systems Yes 3.Travel distances to exists Yes 10.Constructlon type requirements Yes 4.Exit signs Yes 11.Compartmentation requirements Yes _ 5.Emergency lighting Yes 12.Electrical system Yes _ 6.Vertical openings protection N/A 13.HVAC system Yes 7.Interior finish Yes 14.Other Yes • ccom . anied b : above; and and that — -- Compliance Officer - .-� - -Z-r-' this acknowledges that an exit interview was given; that I I have /have not received a copy of this report. _, -_: _ Title Date his acknowledges the ownership of this facility is as stated nderstand the terms and conditions of the NOTICE below; Name /Signature MICHAEL BEYTAGH .:a 1 SUPRT. 7/0112013 j his acknowledges that I accompanied the Fire Safety Name /Signature making this report. Title Date MICHAEL BEYTAGH --- r~' ' e f - • 1SUPRT. _ I 107/01/2013 otfce: All deficiencies and /or violations noted above and on the attached pages shall be corrected immediately in order for this facility o comply with O.C.G.A. Title 25, Chapter 2. This report shall be returned to the Safety Fire Division Office within 30 days indicating the eficiencies and /or violations noted have been corrected by initialing and dating each item. If all items are not corrected, a plan of orrection shall be attached and submitted to this office within 30 days stating what corrective measures will be taken with the stimated date of completion. Failure to correct the noted deficiencies and /or violation is violation of Georgia Safety Fire Law. Foliow- p inspection fees of $150 or $220 will be charged and due payable in advance for second, third, and subsequent inspections as pecified in Code Section 25-2-4.1. x hNo visual violations i (Recommend issuance of j1 Recommend issuance of DA follow -up inspection is were noted. Certificate of Occupancy temporary Certificate of opy of report left: Yes Review Supervisor Signature Title Date scheduled to be conducted Occupancy fort —days approximately Name /Signature Title W. CAMERON BROWN FSCO day: Date )07/01/2013 IW. CAMERON BROWVN I arced D his acknowledges the ownership of this facility is as stated above; and this acknowledges that an exit interview was given; that I nderstand the terms and conditions of the NOTICE below; and that I have /have not received a copy of this report. Name /Signature MICHAEL BEYTAGH his acknowledges that I accompanied the Fire Safety Compliance Officer making this report. Name /Signature Title ISUPRT. Title Date 107/01/2013 Date MICHAEL BEYTAGH SUPRT. J07 /01/2013 otfce: All deficiencies and /or violations noted above and on the attached pages shall be corrected immediately in order for this facilil o comply with O.C.G.A. Title 25, Chapter 2. This report shall be retumed to the Safety Fire Division Office within 30 days indicating the eficiencies and /or violations noted have been corrected by initialing and dating each item. If all items are not corrected, a plan of orrection shall be attached and submitted to this office within 30 days stating what corrective measures will be taken with the stimated date of completion. Failure to correct the noted deficiencies and /or violation is violation of Georgia Safety Fire Law. Follow - p inspection fees of $150 or $220 will be charged and due payable in advance for second, third, and subsequent inspections as pecified in Code Section 25- 2 -4.1. 11 No visual violations rThecommend issuance of IJ Recommend issuance of CIA follow -up inspection is were noted. Certificate of Occupancy temporary Certificate of opy of report left: Yes Review Supervisor Signature Title Occupancy forr-days Date Name /Signature scheduled to be conducted approximately Title FSCO L day Date p7/01/2013 OFFICE OF INSURANCE AND SAFETY FIRE COMMISSIONER Ralph T. Hudgens, Commissioner 2 MLK, 3R. DR., 612 WEST TOWER, ATLANTA, GA 30334 W W W.GAINSURANCE.ORG SAFETY FIRE INSPECTION REPORT FORM SFD376 File NumberJ025 -EDU -033 Building Number 1001 Serial Number Item # yes 10.Construction type requirements Yes 4.fixit signs Yes 11.Compartmentation requirements Yes 5.Emergency, lighting Yes 12.Electrical system Yes 6.Vertical openings protection N/A 13.HVAC system Yes 7.Interior finish Yes 14.Other Yes arced D his acknowledges the ownership of this facility is as stated above; and this acknowledges that an exit interview was given; that I nderstand the terms and conditions of the NOTICE below; and that I have /have not received a copy of this report. Name /Signature MICHAEL BEYTAGH his acknowledges that I accompanied the Fire Safety Compliance Officer making this report. Name /Signature Title ISUPRT. Title Date 107/01/2013 Date MICHAEL BEYTAGH SUPRT. J07 /01/2013 otfce: All deficiencies and /or violations noted above and on the attached pages shall be corrected immediately in order for this facilil o comply with O.C.G.A. Title 25, Chapter 2. This report shall be retumed to the Safety Fire Division Office within 30 days indicating the eficiencies and /or violations noted have been corrected by initialing and dating each item. If all items are not corrected, a plan of orrection shall be attached and submitted to this office within 30 days stating what corrective measures will be taken with the stimated date of completion. Failure to correct the noted deficiencies and /or violation is violation of Georgia Safety Fire Law. Follow - p inspection fees of $150 or $220 will be charged and due payable in advance for second, third, and subsequent inspections as pecified in Code Section 25- 2 -4.1. 11 No visual violations rThecommend issuance of IJ Recommend issuance of CIA follow -up inspection is were noted. Certificate of Occupancy temporary Certificate of opy of report left: Yes Review Supervisor Signature Title Occupancy forr-days Date Name /Signature scheduled to be conducted approximately Title FSCO L day Date p7/01/2013 OFFICE OF INSURANCE AND SAFETY FIRE COMMISSIONER Ralph T. Hudgens, Commissioner 2 MLK, 3R. DR., 612 WEST TOWER, ATLANTA, GA 30334 W W W.GAINSURANCE.ORG SAFETY FIRE INSPECTION REPORT FORM SFD376 File NumberJ025 -EDU -033 Building Number 1001 Serial Number Item # Reference Type Def Comments Select or type... I I ' INO VISUAL VIOLATIONS NOTED AT THIS TIME I 11 1 J 1 I I RECOMMEND A CERTIFICATE OF OCCUPANCY BE ISSUED UNDER THE 2000 NFPA 101 NEW EDUCATIONAL OCCUPANCY WITH A FEE CHARGE OF $100 J 1 1 1 1 1 ( ( SEND PAYMENT TO THE GEORGIA OFFICE OF INSURANCE AND SAFETY FIRE COMMISSIONER Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 i'2 f Date Requested Owner's Name . jj 1,r ", - -: Date Needed INTERNATIONAL CODE COUNCIL MEMBER Gen. Contractor - r_./. Subcontractor Contact Information Project Address ' c, // Scope of Work ' ` , ;,/ -, 1:.- , .)c- Inspector 'Pt; Date of Inspection /' a Inspection Pass ,, j Fail Ei Fee ,/ / - 6/J) - !, Inspection Inspection J Pass / Fail I--I Fee Pass — "Fail ❑ Fee /7 / r Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912A72-5032 Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested / , / / - Owner's Name 571 Date Needed Gen. Contractor -;06-r Y Subcontractor Contact Information ie-AMY I--kez5 .3 73 - e9.5 r&1744y 116-) Project Address fd (2VL t Scope of Work 71 ii,2-740/,>E4. Inspector Date of Inspection Inspection £ / 5 1\ei Z-'- — , Pass El Fail D Fee Inspection Pass rl Fail El Fee , Inspection Pass Fail El Fee Inspection Pass Ei Fail Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 ■e& �f IMTERNAT10NAL CODE COUNCIL MEMBER Permit No. ;_., l) ,f: 7 Date Requested f! i. /.' f Owner's Name. �'M Date Needed Gen. Contractor _ �'. Subcontractor Contact Information 1-L NI Project Address Scope of Work , ,:: r - ,77. Inspector Inspection I- Date of Inspection /� Jo Fail Fee Inspection Pass yJ Fail ^ Fee Inspection Pass I-I Fail Fee Inspection Pass ❑ Fail Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Owner's Name f r-` !J %y Subcontractor -,./..a.-7-1,-,,vf.1 :,(L/4-, (Al?' 35 0_ 6 g / c* 7/ Li ',L. UVeL 4- # "fiv:. VAT-6 Contact Information Project Address Scope of Work Inspector Date Date Requested OL /////13 Date Needed INTERNATIONAL CODE COUNCIL MEMBER pection ! J Inspection �:�%��� � �- tL�- P.�J_.� ' ass El Fail ® Fee 1 (,.4..) 14 Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail Ei Fee i,..2L. - Inspection Pass ❑ Fail ❑ Fee pP,� T}{ Result Report P 1 06/11/2013 11:07 Serial No. CM35228060004 TC: 406212 Destination Start Time Time Prints Result Note 18888514411 06 -11 11:06 00:00:49 001/001 OK Note TMR: Timer TX, POL: Polling ORG: original size setting FME: Frame Erase Tx, MIX: Mixed Original TX, CALL: Manual TX, CSRC: CSRC, FWD: Forward, PC: PC -Fax, BND: Double -Sided Binding Direction, SP: Special original, FCODE: F -Code, RTX: Re -TX, RLY: Relay, MBX: Confidential, BUL: Bulletin, SIP: SIP Fax, IPADR: IP Address Fax, I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- FuIl:Memory Full, LOVR:Receiving length Over, POVER :Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1 -888- 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 -851 -4411 Location Address: 7/4- • L L Release Date: 40,6h174-5, Type of Release: Temporary x Permanent Permit # /3 -03,2 Electrician: �3/ # ?D17Y z_,e- TietG Phone # e?/.7-/—- Z3 /..5 Builder: J/7 C.!'Ty L�.t/7 E 42 _ Phone #f ?i - 6-0 % g /.;2z. //J a Owner: S-r_ //' /I� �¢ -/ _S 3..E°1Sf/ Phone # Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Builder: Phone # Owner: Phone # Planning and Zoning Jerris Bryant 912- 472 -5033 Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: 7/1/ L o Vf L L Release Date: Qf /I ///3 Type of Release: Temporary 1 Permanent Permit # I3 `032 7 Electrician: 31Q/1DDY £ 7 ' k . Phone # q/,7-3/3-O3JS Builder: FR5r CITY rnd7 . Phone # q,- cd % 06 g Owner: ST. /14/61-14-g/,_.; eV/S f/ Phone # Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Builder: Phone # Owner: Phone # Planning and Zoning Jerris Bryant 912 - 472 -5033 DATE ISSUED: 05 -22 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT RENOVATE BUILDINGS 808 LOVELL AVE ST MICHAELS CHURCH 808 LOVELL AVENUE TYBEE ISLAND GA 31328 FIRST CITY ENTERPRISES PO BOX 1016 TYBEE ISLAND GA 31328 U $2,242.00 PIN #'s 4- 0005 -22 -001 and 4- 0005 -19 -001 $200,000.00 PERMIT #: 130327 TOTAL BALANCE DUE: $2,242.00 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: // /)/(4 ( ���'u P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 NTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name ; - r /? /(4 'f _ Date Needed Gen. Contractor _ Subcontractor Contact Information ,- `97� -P . Project Address Scope of Work Inspector Inspection " 1 '1 Date of Inspection Pass ® Fail I I Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee T}{ Result Report P 1 05/28/2013 10:20 Serial No. CM35228060004 TC: 403156 Destination Start Time Time Prints Result Note 18888514411 05 -28 10:19 00:00:50 001/001 OK Note TMR: Timer TX. POL: BND: mixed e- sidedaBindingADirection. TX, SpecialSorigginal, Forward. : F -code, PC-Fax. Re -TX, RLY: Relay. MBX: Confidential, BUL: Bulletin. SIP: SIP Fax, IPADR: IP Address Fax, I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- Full:Memory Full, LOUR :Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER PHONE: 1-888-74-8-6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: 2- - i 5? +- , --1-. dL- L---t OO G� Release hate: Osfaf�/.. Type of Release: Temporary '— Permanent Electrician: —R i-cz 44 a. G I e L_ Owne Builder: w -4- c ;--1_ r,- s Permit # \.3 — 3 Z--/ Phone # a 13 Phone 4* (91?� Sol - ROZ(o Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone .# Owner /Builder: Phone # 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: 2- 0 i 4".-.\ 54--. 1-1 aD L. Release Date: 051N//.3 Type of Release: Temporary Permanent Permit # \ 3 — 0 3 11 Phone #0 i ) 3I3 -D31 c Owne Builder: a G rteS Phone # CID) ) 5o - '302(o -� Electrician: 81-add� Eie� Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Owner /Builder: Phone # City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. . 3 -o 3 Z Owner's Name 5T. It CkGLd5 Gen. Contractor 'c <4 r� Contact Information Project Address Scope of Work Inspector Date Requested Date Needed Subcontractor �: INTERNATIONAL CODE COUNCIL' MEMBER 2D1 Inspection ' ; n cz 1 e C. Date of Inspection ;fat, Inspection Inspection Inspection ass Fail E1 Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail 0 Fee 4- Chatham County Board of Assessors: 2'12 Property Record Card 4- 0005- 22 -00' Page 1 of 1 2012 Chatham County Board of Assessors 4- 0005 -22 -001 Property Record Card APPRAISER staff LAST INSP 07/01/1992 APPR ZONE 000008 LOTS 32A 33A 31 B 32B 33B WD 2 TY BEE -p[av,grour -� a( as-sr ootrs ROMAN CATHOLIC DIOCESE OF SAVANNAH PO BOX 3855 SAVANNAH GA 31414 -3855 SALES BOOK / INS VI QU RSN PRICE PAGE PERMITS TYPE DATE AMOUNT 06 -0587 CO 26 Jun Issued 2007 06 -0587 RN 14 Nov Issued 25,000 2006 COMMENTS: Picture Unavailable [Click for larger picture] LAND ID# USE DESC FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 109584 SCHOOL (PUBLIC,ST,T) 0 0 23,658.00 -SF 25.00 R2B 650600 8TH ST TYBEE ISLAND CAMA ASMT 650,600 12 ' • ND 1 25,000 BLDG 0 OBXF 0 650,600 149,350 OVERRIDE CODES PROPERTY 0002 COMMERCIAL USE UTA 0004 Tybee Island NBHD 020500.00 T500 TYBEE TO BULL R EXEMPTIONS E2 COMMCATEG 7300 School (Public,St,T) HISTORY LAND 2011 2010 2009 IMPR TOTAL 124,350 25,000 149,350 Over 124,350 25,000 149,350 Over 124,350 25,000 149,350 Over Over Over Over Over Over Over Over Over Over Over Over Over Over Over Over Over Over 3 -13 TEt CQi s�.�t z X001 vv /a` -lao,Q C) L3 .---110 l , (poi c) vo..1 v e- • Tar - C 9 . 4-a-x a fSe 5-_Co r• 5 -21.13 http: //boa. chathamcounty. org /DesktopModules /ChathamCounty /B oardofAssessors /PropertyRecordCard. asp... 4/26/2013 Chatham County Board of Assessors: 2' 2 Property Record Card 4- 0005- 19 -00' 2012 Chatham County Board of Assessors Property Record Card IPage 1 of 4 4- 0005 -19 -001 713 BUTLER AVE TYBEE ISLAND APPRAISER LALOWRIM LAST INSP 04/24/2010 APPR ZONE 000008 LOTS 16A 13B 14B 15B 16B 17B & 17A WARD2 TYBEE ROMAN CATHOLIC DIOCESE OF SAVANNAH •PO BOX 3855 q L' -f* G a sS ro p MS SAVANNAH GA 31414 -3855 CAMA ASMT 1,275,400 1,275,400 LAND 1 471,600 471,600 BLDG 3 3,300 3,300 OBXF 2 1,750,300 1,750,300 Cost - MS SALES BOOK / INS VI QU RSN PRICE PAGE CODES PROPERTY 0002 COMMERCIAL USE UTA 0004 Tybee Island NBHD 020500.00 T500 TYBEE TO BULL R EXEMPTIONS E2 COMMCATEG 7600 Church PERMITS TYPE DATE AMOUNT DUMMY CM 09 Dec 2004 Comp 030550 RN 09 Dec 2004 Comp 750 , - COMMENTS: 15 Dec 2004 2003, LAND REVIEW. 2005 CAMA CONV. HAL & WADE i HISTORY LAND IMPR TOTAL 12/09/200 2011 1,275,400 474,900 1,750,300 Cama 2010 1,275,400 474,900 1,750,300 Cama 2009 1,739,000 1,086,000 2,825,000 Over 2008 1,739,000 1,086,000 2,825,000 Cama 2007 1,739,000 1,086,000 2,825,000 Cama [Click for larger picture] 2006 1,739,000 474,500 2,213,500 Cama 2005 1,159,500 474,500 1,634,000 Cama f's rz __..... _ _.., v - f 2004 195,900 161,200 357,100 Over Chatham County Tax Commissioner 2004 195,900 161,200 357,100 Over rr •,_,t,_ t; T„ _n t,„,,,,„. 2002 195,900 161,200 357,100 Over 2001 195,900 161,200 357,100 Over 2000 195,900 161,200 357,100 Over 1999 195,900 161,200 357,100 Over 1998 195,900 161,200 357,100 Over 1997 195,900 161,200 357,100 Over 1996 156,720 161,200 317,920 Over 1995 156,720 161,200 317,920 Over 1994 156,720 161,200 317,920 Over 1993 156,720 161,200 317,920 Over 1992 156,720 161,200 317,920 Over 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 138086 85193 SLAB /STEP AV 10 4 40.00 A 11.24 450 1980 1980 IR 288 300 138087 85194 Comm porch low 22 26 572.00 L 9.67 5,531 1990 1990 35 3,374 3,000 LAND ID# USE DESC FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 109538 CHURCH 0 0 33,126.00 -SF 35.00 R2B 1275400 http: //boa. chathamcounty. org/ DesktopModules /ChathamCountyBoardofAssessors /PropertyRecordCard.asp... 4/26/2013 Chatham County Board of Assessors: —1.2 Property Record Card 4- 0005 -19 -0r Page 2 of 4 2012 Chatham County Board of Assessors Property Record Card BUILDING SECTION 85193 -1 -2012 4- 0005 -19 -001 713 BUTLER AVE TYBEE ISLAND CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL Residential 158,978 1980 MS 36.00 0.00 0.00 0.00 36.00 101,746 101,700 3 Eau ihiag Arta 24 [Click for larger picture] 51 (XG ) O r SECTION TYPE 1 - Main AREA 3006 TYPE 1 - Single- family Residence FRAME 1 - Stud Frame STYLE 2 - Two Story QUALITY 3.00 CONDITION 3.00 # UNITS 0 # OF BEDS / BATHS 3 / 1.00 COMPONENTS R1 108 Frame, Siding, Wood R2 208 Composition Shingle R3 309 Forced Air Furnace R4 402 Automatic Floor Cover Allowance R6 601 Plumbing Fixtures ( #) R6 602 Plumbing Rough -ins ( #) R6 621 Slab on Grade (% or SF) R11 904 Slab Porch (SF) with Roof R11 904 Slab Porch (SF) with Roof Units % QUAL 100.00 100.00 100.00 5.00 1.00 40.00 246.00 100.00 http: //boa. chathamcounty. org /DesktopModules/ ChathamCounty / BoardofAssessors /PropertyRecordCard.asp... 4/26/2013 Chatham County Board of Assessors: "12 Property Record Card 4-0005-19-0e' 2012 Chatham County Board of Assessors Property Record Card Page 4 of 4 4- 0005 -19 -001 713 BUTLER AVE TYBEE ISLAND BUILDING SECTION 85195 -1 -2012 CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL Commercial 302,500 1978 1990 MS 56.00 0.00 0.00 0.00 56.00 133,100 133,100 100' 50 50 ■5. Gyinaad■ (Selma) 1600 100• g 122,9 ° [Click for larger picture] ST. MICHAEL'S SCHOOL GYMNASIUM AREA STORIES PERIMETER / SHAPE 5000 1.0 300 OCCUPANCIES AREA % CLASS HEIGHT QUAL 358 Gymnasium (School) 5000 100.00 S 20.00 1.00 COMPONENTS C2 602 Electric Wall C1 888 Stud -Metal Siding Units 100.00 100.00 QUAL http: //boa. chathamcounty. org /De sktopModules /ChathamCounty /B oardofAsses sors /PropertyRecordCard. asp... 4/26/2013 Chatham County Board of Assessors: 2' 2 Property Record Card 4- 0005- 19 -00' 2012 Chatham County Board of Assessors Property Record Card Page 3 of 4 4- 0005 -19 -001 713 BUTLER AVE TYBEE ISLAND BUILDING SECTION 85194 -1 -2012 CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL Commercial 430,538 1978 1990 MS 45.00 0.00 0.00 0.00 45.00 236,796 1.00 236,796 [Click for larger picture] ST. MICHAEL'S SCHOOL 2 ' 6 To AREA STORIES PERIMETER / SHAPE 6100 1.0 344 OCCUPANCIES AREA % CLASS HEIGHT QUAL 356 Classroom 6100 100.00 D 10.00 1.00 COMPONENTS C2 611 Package Unit C1 812 Concrete Block Units 100.00 100.00 QUAL S�h9 01 PPS http: // boa. chathamcounty. org/ DesktopModules/ ChathamCounty/ BoardofAssessors /PropertyRecordCard.asp... 4/26/2013 �% 1 3 - 0 3 , 2 1 xi Property Address: ��1 L/ Loyd l AUK City of Tybee Island, Georgia 912 - 472 -5033 or 912 - 472 -5031 - Fax 912 - 786 -9539 APPLICATION FOR BUILDING PERMIT (Check all that apply) Q' Single Family Q' Discovery/Tearout Q' Duplex Q' Footprint Changes  ID Multi- Family units new square feet Q' Commercial units heated /cooled Details of Project: V&s S 001 n Demolition of Structure Q' Other Accon������ 7`n jokm. �st&cbogy eLc��"12tca 1 sAmc , a b��1��1,zood,s- me_s 00 '1'76 6-21te4lelZ 1611S-tit-In Estimated Cost of Construction: $ 2Q0) DDCO (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y / N * Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. * Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom_facilities will be provided through U'./J " . Construction debris will be disposed by Q Q C 81 1 m2-1 -- b by-means-GC aby . I understand that I must comply with zoning, flood damage control, building, fire! shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be nec-ssary to restore drainage impaired by this permitted construction. Date: " 1 Signature of Applicant: iI�%.. Printed Name Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager FICEIVED y -r7 -13 Date .22-13 1EES Permit Inspections Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. d;s coYlry TOTAL 0 -pictri de p is.-I Zsa check ot I / 43 c Name Mailing Address Telephone Owner ] II �� M,tdoeii S C��urCh gog Lou _ AvEkuQ Jj �� / 1��3j3�� Home: Cell: or Engineer FQiderIt-ikSSOC1A 5 25jWA COrpS7 S4J C33) I c 1 77 3? 9 Contractor F II-8161Y gAZYpricee p " a,BID)t0 �� iS. GA 3132, ' Office: 78 57-4� . Cell: .507 -,F1)24 (Check all that apply) Q' Single Family Q' Discovery/Tearout Q' Duplex Q' Footprint Changes  ID Multi- Family units new square feet Q' Commercial units heated /cooled Details of Project: V&s S 001 n Demolition of Structure Q' Other Accon������ 7`n jokm. �st&cbogy eLc��"12tca 1 sAmc , a b��1��1,zood,s- me_s 00 '1'76 6-21te4lelZ 1611S-tit-In Estimated Cost of Construction: $ 2Q0) DDCO (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y / N * Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. * Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom_facilities will be provided through U'./J " . Construction debris will be disposed by Q Q C 81 1 m2-1 -- b by-means-GC aby . I understand that I must comply with zoning, flood damage control, building, fire! shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be nec-ssary to restore drainage impaired by this permitted construction. Date: " 1 Signature of Applicant: iI�%.. Printed Name Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager FICEIVED y -r7 -13 Date .22-13 1EES Permit Inspections Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. d;s coYlry TOTAL 0 -pictri de p is.-I Zsa check ot I / 43 c LEAD -BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. Georgia Environmental Protection Division Lead -Based Paint and Asbestos Program (404) 363 -7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead -based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. * * * * * * * * * * * * * * * * * * * ** Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. * * * * * * * * * * * * * * * * * * * ** BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sd1 — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 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 material. The stone will be a representation of 1.5 " -3.5" stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the permit drawings. 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 woo=.4.osts, post spacing, Type or A. har1.4...k..Jet 11/12/13 Signature for r -'eipt olead 'aint, Asbestos, and BMP notices. Date � �4S Printed Name MapIt5 - Savannah Area GIS - Windows Internet Explorer Q :9 v 101 http://www.sagis.org/app/ 1Startpage HTTPS iI 52 r P -1 File Edit dew Favorites Tools Help Favorites j CIL. Cit... 40 FEM... Geo. 0_1 GIS_ Mun... Nat... ft Nei... oi SAG... o Sea._ Zon... MapIt5 - Savannah Area GIS Savannah Area GIS Page Safety ■ Tools v / 17 ---, 4s ce, 21 (70 'P 22 COI (f/ Click to start drawing (744) 1188) • (143) (189) (142) (190 (-2_1:9971- (147) (91 -7 (27) / 7"Z') (89) R/ (123) -(74 (8 10 14) (,97)) (125) 2- ---I 27BV - (86) (126m 7 6955 1.8:47 760 (84) ci417) 2 24 (730) p ( ID ) '1) c:5! 53 "." (B) (E) /(G) 0-1) )7---14/4-'--.. Vrrp 1 7 7-----`"-•-1-- -3, 13 il -----__ „, 2 ----k-z L. ,\-/ --------;,..-,-,, /tail 120, (79T -----C2141)-----/ -) (82 • (7o) 10 (739) "369 04) ----- 7) 4„ (19s) (73 (136) A947- #7, (7.7) 13 '*-) (1 / / 9) (9) fc, ef 14 (A) -.._ (7307 .,) 038) i / le 1 ------__ (134) / ___ 1 / (739, ---___/ _I 1/ ii.:se,_ 040,12 (134) e5 (147) 1 73T 0 100 200ft (13 (76) ---- — co/ ( ' 04 (43'4 80 4 Parcel Search feature(s) found. ROMAN CATHOLIC DIOCESE ROMAN CATHOLIC DIOCESE Pil,:-C12CE -22-001 ROMAN CATHOLIC DIOCESE E ix, (3) (2) (7) e 1 ----___ 7 (22 (22„v (23&) (23,1) , 6 - '8 9 1244)1 r / 17 (?54)/ (•2,1 4 5 qr,, 3 (4) 2 (7) 8 1 9 lb, OE2) $54...1 16 60/ • 11A-7-41-4.;""•- 06i14.5.0119609, 73177-9.-9$789.7:7, -4r-40 5) 2 11 (5-2 ,,t) jvat5Nr 12 cciY 310A 12 760 1 C:1 tti (53) Ct) >> 3 ( 1 4 ,S" a, vt&—, up rk- (0 el PREPARE FOR NEW REETROOM PREPARE FOR RATED WALL (UL* U514) —PREPARE FOR NEW WATER COOLER 2514 ABERCORN ST. SUITE 110 SAVANNAH GA 31401 (912) 777 -3979 T.The drawing Is the property of BRIAN FELDER F. ASSOCIATES. LLC and Is not to be reproduced or copied In whale or In part. It Is not to be used on any other project and Fs to be returned on request. 2 Scales as stoted hereon are valid on the original drawing only and am hereby changed In proportion to the difference in she between the print and the original dra , g. 3. Do not scale dimensions from prints. Pions and details are not always drawn to scale. Use dvneruions given or consult the Architect for hither cIc Ilcation. ON SCHOOL HOUSE FLOOR PLAN (8TH STREET) GENE L NOTES SCHEDULE OF DRAWIN&S FIRE MARSHALL CERTIFICATION PREPARE FOR NEW RATED WALL (UL# W415) I. FELDER 4 ASSOCIATES 15 NOT RESPONSIBLE FOR INTERPRETING THE INTENT OF THESE CONSTRUCTION DOCUMENTS, INCLUDING MAKING MODIFICATIONS AS MAY BE NECESSARY DURING THE CONSTRUCTION PHASE. THE ABOVE NAMED COMPANY AND ARCHITECT OF RECORD ARE NOT LIABLE FOR THE WORK WHERE CHANGES TO THESE DOCUMENTS HAVE BEEN MADE. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. ALL WORK REQUIRING MEASURING SHALL BE DONE ACCORDING TO FIGURES ON DRAWINGS AND NOT SCALED FROM DRAWINGS. THE ARCHITECT SHALL FURNISH ANY MISSING DIMENSIONS UPON REQUEST. 5. ALL WORK SHALL CONFORM TO PREVAILING CODES, ORDINANCES AND REQUIREMENTS. CONTRACTOR 15 RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION AND SHALL PAY ALL APPLICABLE FEES. DI.I DEMOLITION PLAN L51:I LIFE SAFETY PLANS AI.I PROPOSED PLANS "This is a true copy of plans submitted to and approved by the State Fire Marshal Construction Permit No. dated PLO PLUMBING NOTES; DETAILS AND SPECIFICATIONS PLUMBING PLANS GENERAL NOTES (Signed) Design Pi' E2.0 POWER 4 LIGHTING PLANS PROPOSED FIRE ALARM SYSTEM PLAN 2. "The Local Fire having jurisdiction has reviewed and approved a set of documents identical to this set of documents on A Construction Permit will be ued to the Contractor at the start of construction. (Signed) �y Design Professional "The Fire Official having jurisdiction has waived review of this project on Date (Signed) EXISTING RATED WALL (UL# U457) Design Profession UL ASSEMBLIES Design No. W415 1A4P ?*-t a i i s Januay 07, 2013 REMOVE WINDOW O 0 rk 1 0 J V) O O -- ce V) uJ 273 »° e.s41";Z 1"-±— LI < 4IR 0 ® O L( J 1"-U- < ®° cde) 06 EXISTING CMU RATED WALL (3O MIN. RATING 15 MET PER IBC TABLE 120.1) nETum FOR CODE COMPLIANCE Every effort bas been made to identifF code violations, no oversight by the reviewer shall be construed as authoritz, to violate, cancel, alter or set aside any applicable codes or ordinances. The review and permit should not be construe� as a warranty or guarantee. Reviewed By As -- PREPARE FOR NEW WATER COOLER PREPARE FOR NEW 20 MIN. RATED DOORS AT CORRIDOR Design No. U937 August 24, 2012 Bearing Wall Rating — 2 or 4 Hr. (See Item *1) Nonbearing Wall Rating — 2 or 4 Hr. (See Item #1) JOB NORTH (,) z 0 w z J z 0 0 w LEGEND: /1 THIS WALL AND RELATED MATERIALS TO BE REMOVED EXISTING WALL TO REMAIN Design No. U314 September 02, 2011 Bearing Wall Rating — 1 HR. Finish Rating — 26 Min. Load Restricted for Canadian Applications — See Guide 13XUV7 ISSUED FOR CONSTRUCTION 4.10.13 JOB NO: 13.033 ISSUE DATE: 4.03.13 DRAWN: RYAN & G Tap cad Bottom of Wait Effectiv!t Firntopprd D1. O I HOUR RATED WALL REQ. (UL# W415) 0 SEE FAI.O PROPOSED FIRE ALARM SYSTEM PLAN FOR FURTHER CLARIFICATIONS C* VD v 5 T DATA P.I.N. # 4- 0005 -22 -001 ADDRESS 6TH STREET AREA /OCCUPANT CALCULATIONS DATA FIRST OCCUPANTS GYMNASIUM -- S.F. BUTLER AVE. -- PERSONS EDUCATIONAL 4,262 S.F. 116 PERSONS TOTALS 4,262 5.F. 116 PERSONS LIFE SAFETY SGHOO SGT: I/8 "= I' —O" EXISTING RATED WALL (UL* U937) HOUSE fi' SITE DATA P.I.N. # 4- 005- I9-00I ADDRESS 5,395 S.F. BUTLER AVE. AREA /OCCUPANT CALCULATIONS' FIRST OCCUPANTS GYMNASIUM 5,395 S.F. 339 PERSONS EDUCATIONAL 6,106 S.F. 165 PERSONS TOTALS 11,503 S.F. 502 PERSONS SYMBOLS LEGEND ®CEILING, OR WALL MOUNTED EXIT SIGNS. •II■ TRAVEL PATH DISTANCE - -- EXISTING, ONE HOUR RATED WALL -- EXISTING 1/2 HOUR RATED WALL TRAVEL DISTANCE = i4' ■•■-,� ■■■ ■■■■■I■ ■■•111•1111111 1111 ■111111111•11■■ TRAVEL DISTANCE = IN ■ 1111111111111 ■ ■ ■ • MEIN IN • ■ IN PROVIDE NEW 20 MIN. RATED DOORS AT CORRIDORS EXISTING GMU RATED WALL (30 MIN. RATING, I5 MET PER IBC TABLE 720.1 AN SYMBOLS LEGEND ®CEILING OR WALL MOUNTED EXIT SIGNS. ■ I I ■ TRAVEL PATH DISTANCE S T H oGrAERgEvlimi PATA JOB NORTH PROPERTY ADDRESS BUTLER AVE 4 6TH 5T. 1YBEE ISLAND, GA 31326 PROPERTY PIN * 4- 0005 -19-001 4 4 -0005- 22-001 ZONING, DISTRICT R -2 PARKING, REQUIREMENTS GROSS PROJECT AREA APPLICABLE CODES EXISTING TO REMAIN 1 11, 503 S.F. (BUTLER AVE) + 4,262 S.F. (6th ST) 2000 NFPA 101 LIFE SAFETY CODE 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL PLUMBING, CODE 2006 INTERNATIONAL GAS CODE 2006 INTERNATIONAL FIRE CODE 2006 INT. ENERGY CONSERVATION CODE 2006 NATIONAL ELECTRICAL CODE 2002 6A ACCESSIBILITY CODE OCCUPANCY CLASSIFICATION (NFPA 101) EXISITN& EDUCATIONAL FIRE DISTRICT PROVISIONS A TYPE OF CONSTRUCTION (IBC 2006 - CH. 6) EXISTING (TYPE VB ® 6TH T. / TYPBE IIB • BUTLEi ) INT, BUILDING CODE (TABLE 503, ALLOWAB PROVIDED MAX. ALLOWABLE HEIGHT --- FT. EXISTING, MAX. NUMBER OF STORIES -- FLOORS EXISTING MAX. ALLOWABLE AREA/ FLOOR - -- S.F. EXISTING OCCUPANCY REQUIREMENTS OCCUPANCY LOAD ( NFPA 101 - SO FOOTAGE NET PER FLOOR x FLOORS TOTAL 1 --- S.F. PER PERSON SEE PLA CONSTRUCTION REQUIREMENTS (GH. 6 - IBC) SPRINKLERED OYEs p WA BUILDING DESIGN WIND LOAD 130 M.P.H. FIRE SEPARATION ( NFPA 101) FIRE RATING (IBC 2006 - TABLE 601) RESISTANCE HOURS UL # SEPARATION HOURS UL # UNIT SEPARATION WALLS t'..= PLANS WA BEARING WALLS (EXTERIOR) WA WA BEARING WALL5 (INTERIOR) CORRIDOR WALLS STRUCTURAL BEAMS WA czt WA NS N/A WA WA STRUCTURAL COLUMNS WA N/A FLOOR/CEILING ASSEMBLY A WA ROOF ASSEMBLY A OlWas WA MEANS OF EGRESS EXITS REQUIRED PER BUILDING: ( EXISTTNG) 2 REQ. MORE THAN 2 PROVIDED PER FLOOR: WA PER ROOM ( >THAN 50 OCCUPANTS) (EXI51TN6) 2 REQ. MORE THAN 2 PROVIDED HORIZONTAL EXITS N/A EXIT WIDTHS EXISTING, TO REMAIN TRAVEL DISTANCE (DOOR TO EXIT, MAXIMUM ALLOWED 150' PER NFPA) AXIIr JM PROVIDED 122' -2" DEAD END CORRIDOR MAXIMUM 01ST. ALLOWED 20' MAXIMUM DIST. PROVIDED II'-5" UNITS OF EGRESS REQUIRED: .2" PER PERSON (HORIZ) -.3" PER PERSON (!RT) PROVIDED: 266" (BUTLER AVE,) - 160" (6th 5T FIRE PROTECTION SYSTEM (ALARM PROVIDED) YES 0 NO 0 EXISTING, SMOKE SEPARATION / DRAFTSTOPPIN6 1 ATTIC AREA REQUIRED: 3p00 S.F. PROVIDED: WA ATTIC VENTILATION REQUIRE BC 2006) ❑ YES p WA 0 PASSIVE 0 MECHANICAL A HIGH IMPACT &LAZING, (REQ. PER GH.I6 IBC) WA SEISMIC CLASSIFICATION OF SITE SCHOOL / GYM LIFE SAFETY PLAN (SUTLER AV SGT: I /8 " =1' —O" EXPOSURE INTERIOR FINISHES EXITS EXITS ACCESS OTHER SPACES FLOORING A A 4 B A,B,C N/A 2514 ABERCORN ST. SUITE 110 SAVANNAH GA 31401 (912) 777 -3979 1.The drawing b the property of BRIAN FEIDER & ASSOCIATES. LI.0 and Is not to be reproduced or copied in whole or in port. It is not to be used on any other project and is to be returned on request 2. Scales as stated hereon ore valid on the original drawing only and ore hereby changed in proportion to the difference In sue between the print and the original drawing. a Do not scale dimensions from prints. Plans and detail ore not allays drawn to scale. Use dimensions ghee or cansut the Architect for further clarification. O 0 1 —.3 V) O O O IT tY cc) LL p WW-1 °3 ' , j O Z �} 0 O <JW Lat 1::(j < CS }-- < z U .( 71) (s) C19-11 REVISIONS LIFE SAFETY PLANS CONSTRUCTION 4.10.13 JOB NO: 13.033 ISSUE DATE: 4.03.13 DRAWN: G LS1.1 w4 dya lf1A STORA6E L 169 S.F. (1 PERSONS, GYMNASIUM 4,094 S.F. (273 PERSONS) w! b0 BLEACHER SEATS (333 PERSONS) I HOUR RATED WALL REC,2. (UL* W415) EXIETIN6 RATED WALL (UL* U431) ADD COILING DOOR ® KITCHEN BY -PA55 1 CLASSROOM *I 512 5.F. (29 PERSONS) CORRIDOR DOES NOT MEET CURRENT CODE OF 6`-O ", BUT EACH ROOM HAS DIRECT ACCESS TO EXTERIOR CLASSROOM *2 580 5.F. (24 PERSONS) SCHOOL HOUSE FLOOR F SCALE: I /511 —"' I' —OII 0 NEED WINDOW OF RESCUE, IF USED A5 GLA55ROOM DOOR 1YPE ® HOLLOW METAL AUUMINt FLUSH ?BOOR (ALL. NEW DOORS EXCEPT 10IA ARE WITHIN RATED WALLS) CLASSROOM 4te 563 S.F. (28 PERSONS) AN (8TH STREET) 17OOR SGHEP DOOR SYMBOL DOOR A FINISH REMARKS MARK ELEV IDTH HEIGHT THICK AT. MAT. DOOR FRAME ARK IOOA A IOIA A M.E. 3' -0" M.E. 1-3/4" M.E. 1-3/4" MTL MTL MTL MTh IOOA PT PT NOT RATED IOIA 102A I03A I04A A A. M.E. M.E. 1-3/4" M.E. 3` O" M.E. M.E. I -5/4" 1 -5/4" MTL MTL MTL MTL PT PT DOUBLE DRS DOUBLE DRS MTL PT 102A 103A 104A 105A A M.E. M.E. 1-3/4" MTL PT I05A 106A A. M.E. M.E. 1. -5/4" I06A IO1A I08A IO4A A A. A M.E. M.E. M.E. M.E. M.E. 1 -5/4" MTL MTL PT 1-3/4" MTL MTL M.E. I -5/4" MTL PT PT PT PT 10'7A I06A 104A I IOA M.E. 1-3/4" MTL PT 110A IIIA M.E. M.E. 1 3/4" MTL MTL PT PT IIIA 112A A. M.E. M.E. 1 -5/4" M11 PT PT I I2A I I3A M.E. 1 I4A A. M.E. M.E. M.E. 1 -3/4" MTL 1-3/4" MTL MTh MTL PT PT I13A PT PT I I4A I15A A M.E. M.E. I -3/4" MTL PT PT 115A 116A A. M.E. M.E. 1-3/4" MTL PT NOTE: M.E. 15 AN ABBREVIATION FOR MATCH EXISTING -vklAk »4P Ca). PT I I6A .JOE3 NORTH !XI 5TIN6 CMU RATED WALL (30 MIN. RATING 15 MET PER IBC TABLE / 1 120.1) 11-4" TEACHER'S LOUNGE 151 S.F. (2 PERSONS) CLASSROOM *4 2'16 SP. (15 PERSONS) LIBRARY 141 S.F. (2 PERSONS) CLASSROOM *4 522 5.F. (26 PERSONS) CLASSROOM *4 566 5.F. (29 PERSONS) PROVIDE NEW 20 MIN. RATED DOORS AT CORRIDOR MECH. CLASSROOM *4 515 5.F. (29 PERSONS) EXISTING CMU RATED WALL (30 MIN. RATING 15 MET PER IBC TABLE 120.1) CLASSROOM *4 550 S.F. (28 PERSONS) PLUMBING COUNT (EDUCATIONAL) TOTAL OCCUPANCY 163 WATER CLOSET 4 LAVATORY: I PER 50 FEMALE(58): 2 2 MALE (58): 2 2 DRINKING, FOUNTAIN: I PER 100 (2 TOTAL) SERVICE SINK: I TOTAL CLASSROOM *4 544 5P. (30 PERSONS) PLUMBING COUNT(GYMNASIUM) TOTAL OCCUPANCY 339 WATER CLOSET (F) = 1 PER 65 WATER CLOSET (M) = I PER 125 LAVATORY I PER 200 DRINKING FOUNTAIN: 1 PER 500 eta,. LPL. FEMALE(143): 3 1 MALE (143): 2 1 DRINKING FOUNTAIN: I TOTAL SERVICE SINK: 1 TOTAL INALL LEGEND 4.10, WM/MAW EXISTING CONSTRUCTION NEW CONSTRUCTION ONE HOUR RATED WALL I/2 HOUR RATED WALL v v Z `r oo5 ko . ed o ; Sci r��d� �ec6� EXISTING 1 HOUR RATED WALL REGZ. (UL* U314) CLASSROOM *4 546 SP. (28 PERSONS) Fn CLOSET NEW UNI- BATH SEE 3d4 L_1 TEACHER LOUNGE 190 S.F. (2 PERSONS 9— ;1- PLUMBING COUNT TOTAL OCCUPANCY 116 WATER CLOSET $ LAVATORY: I PER 50 L,Y- FEMALE(58): 2 2 MALE (58): 2 2 DRINKING FOUNTAIN: 1 PER 100 (2 TOTAL) SERVICE SINK: I TOTAL tt� Eta TOILET 115&E PAPER TOWEL DISPENSER DISPENSER 68 3 AUTOMATIC IMI SOAP MIRROR HAND DRYER DISPENSER IURI GRAB BAR HG ACCESSIBLE WATER FOUNTAIN URINAL LAVATORY GENERAL 19.,M,TROOM NOTES A. RESTROOM ACCESSORIES SHALL BE INSTALLED TO COMPLY W/ ADA AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ISSUED BY DEPT. OF .JSTICE AND DATED SEPT. 15, 2010 5. RESTROOM ACCESSORIES, SUCH AS GRAB BARS, SOAP DISPENSERS, ETC., ON OR WITHIN WALLS, SHALL SE SEALED AGAINST MOISTURE. 3O "x42" CLEAR SPACE 2-0" X 4' -0" MIRROR 42" 5RRABB GRAB-BAR -BAR 36" i�- I'-6" FLOOR BASE AS SCHEDULED 5I-o" / 56 "x60" CLEAR SPACE 0 SCHOOL / GYM FLOOR SCALE: I /S "= I' -O" AN B U T ER AVE) TOILET ACCESSORIES SCALE: N.T.S. 2514 ABERCORN ST. SUITE 110 SAVANNAH GA 31401 (912) 777 -3979 1.The drawing Is the property of BRIAN FELDER & ASSOCIATES. LLC and is not to be reproduced or copied in % ale a h part. It Is not to be used on any other project and Is to be retuned on request. 2 Scales as stated hereon ae vard on the original drawing only and are hereby changed in propodlon to the difference h size betveen the print and the original drawing. 3. Do not scale dimensions from prints. Plan and detail are not always drawn to scale. Use dimensions men or consvIt the Architect for further clarification. O J V) 0Q O W- I ae 0 v ( ) Af-i- f"±"* I _ Q °O W LU V W __ .f z W LLI 17) It L R CONSTRUCTION 4.10.13 JOB NO: 13.033 ISSUE DATE: 4.03.13 DRAWN: RYAN & G A1.1 LEGEND 8c ABBREVIATIONS AFG A/C A/S ATP B/G B/R B/F 8/C B/S DN FCO WCO ABOVE GROUND PIPING VENT PIPING (V) (CW) COLD WATER PIPING (HW) HOT WATER PIPING HUB DRAIN (HD) FLOOR DRAIN (F.D.) FLOOR CLEANOUT AT CHANGE OF DIRECTION (FCO) CLEANOUT AT BASE OF STACK (NCO) BALL VALVE (B.V.) UNION CHECK VALVE (C V.) HYDRANT (NFWH), (NFYBH) GATE VALVE (G.V.) NATURAL. GAS PIPING ABOVE ABOVE FINISH FLOOR ABOVE FINISH GRADE ABOVE CEIUNG SLAB AUTOMATIC TRAP PRIMER BELOW FINISH GRADE BELOW ROOF BELOW FLOOR BELOW CEILING BELOW SLAB DOWN PLUMBING NOTES HOT AND COLD WATER PIPING ABOVE GRADE SHALL BE TYPE L HARD DRAWN COPPER TUBING CONFORMING TO ASTM 8 -88 w/ SWEAT JOINTS AND CAST OR WROUGHT FITTINGS. IF PERMITTED BY LOCAL CODE, CPVC MAY BE SUBSTITUTED FOR COPPER PIPING ABOVE GRADE. JOINTS SHALL BE MADE WITH LEAD FREE SOLDER, J. W. HARRIS "BRIDGIT" OR EQUIVALENT. COLD WATER PIPING BELOW GRADE AND UNDER SLAB SHALL BE TYPE L COPPER TUBING w/ CAST OR WROUGHT FITTINGS AND JOINTS SAME AS ABOVE GRADE. JOINTS SHALL NOT BE PERMITTED UNDERNEATH FLOOR SLABS. WATER PIPING BELOW GRADE THROUGH CONCRETE SHAU. BE PROTECTED WITH PLASTIC SLEEVES. SANITARY, WASTE, VENT, AND STORM PIPING ABOVE GRADE SHALL BE NO HUB CAST IRON w/ STAINLESS STEEL COUPUNGS. SCH. 40 DWV PVC w/ SOLVENT JOINTS MAY BE SUBSTTTUTEO IF APPROVED BY LOCAL CODE OFFICIAL. PVC PIPING SHALL NOT BE LOCATED 1N RETURN AIR PLENUM SPACES. SANITARY WASTE BELOW GROUND SHALL BE CAST IRON w/ PUSH ON JOINTS, OR SCH. 40 DWV PVC w/ SOLVENT JOINTS, ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE AND ALL APPLICABLE LOCAL CODES AND ORDINANCES, LATEST EDITION. ALL PIPING PENETRATING CEILINGS AND WALLS SHALL BE INSTALLED w/ CHROME PLATED ESCUTCHEONS AT THE PENETRATION. ALL PIPING PENETRATING EXTERIOR WALLS AND ROOFS SHALL BE FLASHED IN AN APPROVED MANNER AND SHALL BE PROTECTED AS REQUIRED BY THE LOCAL CODE AUTHORITY. ANY PIPING PENETRATING A RATED ASSEMBLY SHALL BE EQUIPPED WITH APPROVED FIRE STOP. . ROUTE RELIEF VALVE DISCHARGE FROM WATER HEATER TO P- TRAP ON FIRST FLOOR. DRAINAGE /SUPPLY PRODUCTS PLUMBING FIXTURE SCHEDULE 1. UNLESS OTHERWISE INDICATED, NUMBERS ARE JAY R. SMITH OR EQUIVALENT PRODUCTS: ZURN, JOSAM OR WADE, 2. CO - EXPOSED CLEANOUT -- UNFINISHED AREAS JAY R. SMITH FIG. 4470 CAST BRONZE COUNTERSUNK PLUG WITH SLOT TO RECEIVE 1/2" THICK STEEL BAR STOCK. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON THE CEIUNG TILES OR CEIUNG STRUCTURE. FLOOR CLEANOUT WALL CLEANOUT VENT STORM WATER PPPINt TRAP PRIMER WATER MOTOR GONG SS SP STM VTR FDC FDV F GABS COCK (G.C.) SANITARY WASTE STAND PIPE RISER STORM VENT THRU ROOF FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT VALVE SHOP DRAWINGS & SUBMITTALS SHALL BE SUBMITTED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING OR FABRICATING ANY MECHANICAL EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE ALL EQUIPMENT SCHEDULED ON THE DRAWINGS; PLUMBING FIXTURES AND TRIM; WATER HEATERS AND ACCESSORIES, PIPE, VALVES AND FITTINGS; SANITARY AND WATER RISER DIAGRAMS; INSULATION. CONTRACTOR SHAU. COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF AU.. PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. WATER PIPING ROUTED ABOVE CEILINGS AND IN EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE (UNDERSIDE) OF CEIUNG INSULATION AND ON HEATED SIDE (INSIDE) OF WALL INSULATION. 1. ALL PLUMBING EQUIPMENT SHALL BE INSTAL I FD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2, ALL PLUMBING SYSTEMS AND EQUIPMENT SHALL BE WARRANTEED FOR A PERIOD OF ONE YEAR AFTER START -UP. 13. ALL WORK SHALL BE COORDINATED AND PERFORMED WITH PRIOR APPROVAL OF THE OWNER TO SUIT HIS /HER OPERATING CONDm0NS. 14. ALL PLUMBING EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT, COORDINATE SWITCH TYPE (FUSED OR NON- FUSED) WITH ELECTRICAL DRAWINGS. PIPE DROP (DN) P -TRAP YARD CLEANOUT ROOF DRAIN RAIN LEADER PIPING DOWN SPOUT 5. WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDERNEATH HEATERS. ROUTE PAN DRAINS TO P -TRAP ON FIRST FLOOR. 6. ALL SHOWER HEAD ARMS SHALL BE SECURED TO ADJACENT STRUCTURE 7. ALL COLD WATER, HOT WATER, AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL BE INSULATED WITH SELF SEAL ARMAFLEX 2000 OR EQUIVALENT, 1/2* WALL THICKNESS, INSULATION SHALL BE WHITE IN COLOR AND SHALL FTT SNUGLY AROUND THE PIPE, DCBFP DDCV DCV WHA NFWH DD AD WM BACK FLOW PREVENTER DOUBLE CHECK BACK FLOW PREVENTER DOUBLE DETECTOR CHECK VALVE DOUBLE CHECK VALVE WATER HAMMER ARRESTOR, IZE NON FREEZE WALL HYDRANT DECK DRAIN AREA DRAIN WATER METER TOPS OF ALL FLOOR DRAINS SHALL BE SET FLUSH WITH FINISHED FLOOR. WCO - WALL CLEAN OUT - FINISHED AREAS MIFAB RD1454 -RD6 4. FCO - FLOOR CLEANOUT - CONCRETE FLOORS JAY R. SMITH FIG. 4031, C.I. CLIANOUT WITH GASKET SEAL THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND NICKEL BRONZE TOP WITH SECURING SCREWS, SPEEDI -SET OUTLET CONNECTION. 5. FCQ -- FLOOR CLEANOUT - TILE FLOORS JAY R. SMITH FIG. 4151, C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND NICKEL BRONZE TOP RECESSED FOR TILE WITH SECURING SCREWS, SPEEDI -SET OUTLET CONNECTION. 6. FCO - FLOOR CLEANOUT - CARPETED FLOORS JAY R. SMITH FIG. 4031 -Y, C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND NICKEL BRONZE TOP COMPLETE WITH STAINLESS STEEL CARPET MARKER WITH SECURING SCREW, SPEEDI -SET OUTLET CONNECTION. 7. YCO - YARD CLEANOUT - EXTERIOR PAVED / CONCRETE AREAS JAY R. SMITH FIG. 4261 -U C.I. FLANGED HOUSING WITH HEAVY DUTY C.L COVER, LIFTING DEVICE, GASKET SEAL THREADED PLUG, V.P. SCREWS IN COVER. 8. YCO - YARD CLEANOUT - EXTERIOR UNSURFACED AREAS SAME AS FOR PAVED CONCRETE AREAS EXCEPT CLEANOUT SHALL BE SET IN 24" x 12" CONCRETE PAD FLUSH WITH SURFACE. 9. WATER HAMMER ARRESTORS JAY R. SMITH 5000 SERIES ALL STAINLESS STEEL "HYDROTROLS" ON BOTH COLD AND HOT WATER ONES. INSTALL IN AN UPRIGHT POSmON AT ALL QUICK CLOSING VALVES, SOLENOIDS AND PLUMBING FIXTURES. LOCATE AND SIZE AS INDICATED ON DRAWINGS. WHERE NOT SHOWN ON DRAWINGS, LOCATE AND SIZE IN ACCORDANCE WITH P.D.I. STANDARD WH 201. 10. HB - WALL HYDRANT - EXPOSED JAY R. SMITH FIG. 5609 NON FREEZE 3/4" CAST BRONZE HYDRANT WM1 BRONZE CASING, INTEGRAL VACUUM BREAKER, CHROME PLATED FACE, AND SIZED IN ACCORDANCE WITH WALL THICKNESS. UNLESS OTHERWISE INDICATED PLUMBING MODELS ARE AS SHOWN. EQUIVALENT PRODUCTS: KOHLER, CRANE, EWER, OLSONITE, SPERZEL, DELTA, SIMMONS, BRADLEY, GERBER, CHURCH, BENEKE, CENTOCO, HALSEY TAYLOR, FIAT, STERN- WIWAMS, ZURN. DF -1 DRINKING FOUNTAIN - ADA COMPLIANT - NO REFRIGERATION -- BI- LEVEL - BARRIER FREE OASIS RABII BI -LEVEL MODULAR DRINKING FOUNTAIN MODEL MMRSL WITH NO REFRIGERATION SYSTEM, FLEXIBLE BUBBLER GUARD, STAINLESS STEEL FINISH, HEAVY DUTY GALVANIZED STEEL WALL MOUNTING FRAME, PUSH BUTTON OPERATING CONTROL AND ANGLE SUPPLY WITH STOP. 1-1/4" P -TRAP. LV -1 LAVATORY - WALL HUNG - SINGLE LEVER - ADA COMPLIANT - POP UP DRAIN AMERICAN STANDARD 0355.012 NEW LUCERNE 20"x18" VITREOUS CHINA WALL HUNG LAVATORY WITH 4" BACK SPLASH, FRONT OVERFLOW, WALL HANGER, AND PUNCHED ON 4" CENTERS, DELTA 501 SINGLE LEVER FAUCET WITH AERATOR AND POP -UP DRAIN. McGUIRE #170 SUPPLY TO WALL, 1/2" SWEAT, 5" EXTENSION TUBE WALL ESCUTCHEON WHEEL HANDLE STOP AND FLEXIBLE 3/8 "x12" RISER. CHROME PLATED McGUIRE 8872 P -TRAP 1 1/4 1'x1 1/4" WTfK CAST BRASS NUTS AND CLEANOUT PLUG. CARRIER BY JOSAM, SMITH, ZURN OR WADE AS REQUIRED. MV -1 TEMPERED WATER MIXING VALVE WATTS REGULATOR SERIES MMV-M1 MIXING VALVE WITH 3/4" INLETS AND OUTLET. 2514 ABERCORN ST. SUITE 110 SAVANNAH GA 31401 (912) 777 -3979 WC -1 WATER CLOSET - FLOOR MOUNTED - TANK - ADA COMPLIANT- ELONGATED FRONT- 1.6 GPF AMERICAN STANDARD CADET 3 RIGHT HIGHT MODEL # 2386.012. AMERICAN STANDARD 0284.016 ELONGATED EVERCLEAN SEAT W/ COVER, McGUIRE 169 SUPPLY TO WALL w/WHEEL HANDLE STOP. WALL NIPPLE AND ESCUTCHEON AND FLEXIBLE RISER. WATER CLOSET SUPPLY TO BE BRAIDED STAINLESS STEEL. I.1he c7ctwt,U it the L't cf%t t ty of MAN I:i{7P G ASSo7ARS. le be+reG arced a oaS n wt,cle i?, r+, '14 not ro dui t And on any c +ret Wu12:1 old b to be tehmnvi r 3 rsttILir:1, 2.S_ctc; asst' ec. ho;cenaovc�ann:rmor$t-,,:, aws�3 only old ate tarty chett9ed s1 pvrxneon to the dlient x.n 1, ste bolwem h sx-i,1 end the ar41Al dawrnq. 3. Go rat s;cle concauure hcrn. F•tiras, firm old c:elahaa not ctways dawn to wale. U.e Gin .erjorts jirtvt a ccr tdf tiro A(CJYte•.t fot fialt44 si iiconett. 11. FD - FLOOR DRAIN - GENERAL PURPOSE /MECHANICAL ROOM JAY R. SMITH FIG. 2220- 94C.I. 8 1/2" DIA. DRAIN WITH SAFE -SET BUCKET, C.I. GRATE, SPEEDI -SET OUTLET CONNECTION. 12. FD - FLOOR DRAIN - TOILET ROOM JAY R. SMITH FIG. 2005- A6 -P -94 C.I. FLOOR DRAIN WITH 6" NICKEL BRONZE STRAINER, SPEEDI -SET OUTLET CONNECTION AND TRAP PRIMER CONNECTION 13. TP - TRAP PRIMER JAY R. SMITH FIG. 2698 WATER SAVER TRAP PRIMER WITH 1 1/4" INLET AND OUTLET, 17 GAUGE SATIN CHROME PLATED P -TRAP. MAY BE USED WHEN FD & HD ARE TOO CLOSE TO FIXTURE. 14. TP - AUTOMATIC TRAP PRIMER JAY R. SMITH FIG. 2699 CAST BRONZE TRAP PRIMER WITH AIR PORTS ON THE BODY TO PREVENT SIPHONAGE OF TRAP WATER. USE WHEN FD OR HD ARE REMOTELY LOCATED OR ABOVE THE CEILING. 15. VENT STACK SLEEVE JAY R. SMITH FIG. 1740 CJ. SLEEVE FOR USE AS A COUNTER FLASHING WHERE ROOFING MEMBRANES ARE TERMINATED AT THE VENT STACK PROTRUDING THROUGH THE ROOF. 16. ELECTRIC WATER COOLERS •- WALL HUNG JAY R. SMITH FIG. 830 SUPPORT WITH UPRIGHTS OF HIGH STRENGTH STEEL WITH WELDED BASES BOLTED TO THE FLOOR. FOR STEEL STUDS, USE M31 RECTANGULAR UPRIGHTS. 17. HD - HUB DRAIN /INDIRECT WASTE DRAIN MIFAB FS1750 2" HUB DRAIN -J O rx 0 H fx u_ (,) <('-- 0 0 0 < I� a c) < •Q J Z T i-"- < W - < C1? w 19. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HAG PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 20. ALL HOT AND COLD WATER SHALL BE INSULATED IN ACCORDANCE WITH THE INTERNATIONAL ENERGY CODE, LATEST EDfTiON. 21. POTABLE WATER SYSTEM (BOTH HW & CW) UNES SHALL BE DISINFECTED AS PER FEDERAL SPECIFICATION BB -C -120, AND SUBSEQUENT TO THE DISINFECTION, WATER SAMPLES SHALL BE SENT TO THE LOCAL HEALTH DEPARTMENT FOR TESTING. THE LOCAL HEALTH DEPARTMENT APPROVAL SHALL BE OBTAINED BEFORE THE SYSTEM IS PUT INTO SERVICE OR USED FOR HUMAN CONSUMPTION. EXISTIGN HOT WATER SUPPLY LINE TO REMAIN AIR ADMITTANCE VALVE COMPRESSED AIR RE -PIPE EXISTING T &P REUEF VALVE FULL SIZE TO NEW HUB DRAIN VAC HD HWR VACUUM HUB DRAIN HOT WATER RETURN CONNECT TO EXISTING INSTALL NEW DRAIN PAN FLOAT SWITCH /SENSOR IN SERIES WITH THERMOSTAT CiRCUf TO SHUT OFF WH WHEN ACTIVATED. ROUTE EXISTING T &P RELIEF VALVE PIPING FULL SIZE TO EXISTING FLOG DRAIN PIPE RELIEF DRAINS FULL SIZE TO NEW AIR GAP HUB DRAIN AT EXISTING FLOOR PIPING SLOPE OF HORIZONTAL DRAINAGE PIPE NEW CAUBRATED PRESSURE RELIEF VALVE INSTALL NEW DRAIN PAN, 3* MIN, DEPTH, UNDERNEATH WATER HEATER PIPE NEW COLD WATER PRESSURE RELIEF FULL SIZE R TO AIR GAP HUB DRAIN AT EXISTING FLOOR DRAIN `----- NEW CALIBRATED PRESSURE REUEF VALVE �'`�INSTALL NEW DRAIN & DRAIN PAN, 3" MIN. DEPTH, UNDER EXISTING WATER HEATER SIZE (INCHES) 2 1 2 or L>eSS 3 to 6 MINIMUM SLOPE INCHES PER FOOT) PLUMBING FIXTURE CONNECTIONS DETAIL, FIXTURE TAG FD WC-1 DF -1 LV-1 FIXTURE TYPE HOT SUPPLY COLD SUPPLY WASTE CONNECT. FLOOR DRAIN WM1 TRAP PRIMER WATER CLOSET FLUSH TANK ELECTRIC WATER COOLER LAVATORY EXISTING SCHOOL HOUSE WATER HEATER MODIFICATIONS AND ADDITIONS scale: NTS EXISTING GYM /SCHOOL WATER HEATER MODIFICATIONS AND ADDITIONS scale: NTS 1/2" 3" 2" FLOOR MOUNT ISSUE FOR CONSTRUCTION 04/10/13 POR CONgnalenakT 04/10/13 RWP ENGINEERING SIONS: REVISIONS: CHECKED BY: 03/13 ISSUE FOR PERMIT 0. 04/10/13 ISSUE FOR CONSTRUCTION RWP Engineering, Inc. Consulting Engineers Industrial / Commercial / Utilities 31 West Congress St. Suite 305 Savo,n ©h, GA 31401 ph. (912) 231 -9212 fx. (912) 231-9220 P DWG. NO. -- 13BFOI - PO1.dwg JOB NO: 13.033 ISSUE DATE: 3.22.13 DRAWN: RYANC FLU N& NOT SCALE: I/`& t1, 0" TA I AND U P1.o JOB NORTH —REUSE EXISTING WATER SUPPLY LINE — INSTALL NEW SHUT —OFF VALVE & FLEXIBLE UNE V-1 2514 ABERCORN ST. SUITE 110 SAVANNAH GA 31401 (912) 777 -3979 REMOVE EXISTING WATER LINES IN WALL, CAP & SEAL PIPING 1.Ii:s drewtng Sre p oporly at ULAN FElatt L 15.teXnA'Ei, IS .0 and IS not to be neonnduced or =pled a: veneo or It part_ It is not to be used cna-iyornct perocct and is tobc:atjmed o°r eie ywrs�. Sc.plos +I5 Ftatpd nCM+pr, cN voIt1 or: alto p 4nOl toda ,3 cn:,, and au hereby chcnged Ir, proparne n io too c itlenoecp In :ea between !he pint one the orianalck p. 3 CK,optxcaadW4nvrnstnxnpints, Picas oa.4rk;oiicry not always drown to todo, 9re diner.t; -r gv l txCcrs it 1I Achlloct for lur.~tarc6o<:fl otinn. EXISTING JANITOR SINK 01-O0L HOUSE ADA RESTROOM ,STE FLUME3I NCB 4 SCHOOL #fOUSE A 'A RESTROOM RENOVATION - SUPF'L)' SCALE. 1/4" =11-0 .Cj SCALE: I/4"= l i_0ll e MOM • MOWN ***1110 t mamas a mar m owl 0 0 1 0 03 O1- ri v.> - LU F4R. 0 X02 zz u 0 0 #. W Lu Z `C < z0 < Z ; C w Et : c) 11E INTO EXISTING HOT & COLD 0 WATER SUPPqr LINES ABOVE EXISTING LAV FIELD VERIFY LOCATION OF EXISTING DRAIN UNE (1) z Q.. 0 z 4'—Q" Qe —Q„ V1.w► 4'-0" $' —Q" SCALE: 1 4" — 1' -0" ISSUE FOR CONSTRUCTION 04/10/13 DRAWING SIZE — 24x36 U$ FOR CONS1RUC, IOI 04/10/13 NEERING REVISIONS: REV#SiONS: CHECKED BY: DLM A. 04/03/13 ISSUE FOR PERMIT DRAWN AY: DLM LAST REVISED BY: DLM 04/10/13 ISSUED FOR CONSTRUCTION RWP Engineering, Inc. Consulting Engineers Industrial / Commercial / Utilities 31 West Congress St. Suite 305 Savannah, GA 31401 ph. (912) 231 -9212 Fx. (12) 231 -9220 NO. -- 13BF 24 JOB NO: 13.033 ISSUE DATE: 3.22.13 DRAWN: RYANC P2.0 ELECTRICAL NOTES ELECTRICAL INSTALLATION TO BE DONE IN ACCORDANCE WITH PRESENTLY EFFECTIVE VERSION OF NEC. ALL WORK TO BE DONE IN A NEAT AND ORDERLY MANNER. CONTRACTOR SHALL OBTAIN ALL PERMITS, INSPECTIONS AND CERTIFICATES OF APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION AND SHALL PAY ALL FEES REQUIRED. ALL SPLICES ARE TO BE MADE IN APPROPRIATE JUNCTION BOXES. SPLICES IN AWG #10 OR SMALLER CONDUCTORS MAY BE MADE WITH WIRE NUT TYPE CONNECTORS. SPLICES IN CONDUCTORS LARGER THAN AWG #10 MUST BE MADE WITH COMPRESSION CONNECTORS. ALL EXISTING MATERIAL, FIXTURES AND EQUIPMENT TO BE IN COMPLETE WORKING ORDER AND FREE FROM DAMAGE. ALL CONDUCTORS FEEDING PANELS TO BE THHN COPPER EXCEPT UNDERGROUND TO BE XHHW COPPER. ALL GROUND WIRE TO BE STRANDED COPPER. 7. ALL ABOVE GROUND CONDUIT TO BE TYPE MC. 8. ALL OUTDOOR DISCONNECTS TO BE IN NEMA TYPE 3R ENCLOSURES. . ALL INDOOR DISCONNECTS AND PANELS TO BE NEMA TYPE 1. 10. TYPEWRITTEN CIRCUIT SCHEDULES THAT ARE COMPLETELY FILLED OUT ARE TO BE SUPPLIED FOR ALL PANELS. 11. PANELS, DISCONNECTS, TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT TO BE SIEMENS, SQUARE D OR CUTLER HAMMER. 12. NOT MORE THAN 1800 WATTS OF LIGHTING TO BE PLACED ON A 120V/20A CIRCUIT. 13. CONTRACTOR IS TO SUBMIT MANUFACTURER'S DATA SHEEN'S FOR MATERIALS AND EQUIPMENT TO BE REVIEWED. 14. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRIC SERVICE WITH UTILITY COMPANY. 15. CONTRACTOR TO SUPPLY ALL MATERIAL EQUIPMENT, TOOLS, TRANSPORTATION AND SUPERVISION TO PROVIDE A COMPLETE AND SATISFACTORILY OPERATING ELECTRIC SYSTEM. 6. PRODUCTS USED IN THIS WORK SHALL BE PRODUCED BY MANUFACTURERS REGULARLY ENGAGED IN MANUFACTURE OF SIMILAR ITEMS AND WITH MINIMUM OF FIVE YEARS HISTORY OF SUCCESSFUL PRODUCTION. 7. EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS, DRAWINGS AND RECOMMENDATIONS SHALL BE CONSIDERED A PART OF THESE SPECIFICATIONS AND BE FULLY COMPLIED WITH. IF THERE IS A CONFLICT WITH MANUFACTURER'S INSTRUCTIONS AND THESE SPECIFICATIONS & DRAWINGS, THE CONTRACTOR SHALL NOTIFY ENGINEER OF THE CONFLICT AND REQUEST CLARIFICATION FROM THE ENGINEER OR ARCHITECT. 8. ENTIRE INSTALLATION SHALL. BE FREE FROM IMPROPER GROUNDS AND SHORT AND OPEN CIRCUITS. TEST CONDUCTORS AS REQUIRED BEFORE ENERGIZING CIRCUIT. CONTRACTOR TO CONDUCT TESTS AS REQUIRED TO INSURE THAT ENTIRE SYSTEM IS IN PROPER OPERATING CONDITION, VERIFY THAT CIRCUIT BREAKERS, FUSES, CONTROL EQUIPMENT AND APPARATUS HAVE BEEN SIZED AND INSTALLED CORRECTLY, AND CORRECT DEFECTS DISCOVERED DURING TESTS. 9. AT TERMINATION OF WORK UNDER THIS DIVISION, FURNISH OWNER A COMPLETE BOUND SET OF EQUIPMENT CATALOG SHEETS, MANUFACTURER'S SPECIFICATIONS AND SERVICE, AND OPERATING INSTRUCTIONS ON EQUIPMENT FURNISHED UNDER THIS DIVISION. 20. IDENTIFY THE ELECTRICAL EQUIPMENT WITH LAMINATED PLASTIC NAMEPLATES, ENGRAVED WITH 14" HIGH LETTERS, SHOWING DEVICE NAME, IDENTIFYING NUMBERS SHOWN ON THE DRAWINGS. 21. ALL NAMEPLATES SHALL BE BLACK WITH WHITE LETTERS. NAMEPLATES SHALL BE ATTACHED TO METAL ENCLOSURES WITH TWO SCREWS. NAMEPLATES WITH ADHESIVE ARE NOT ACCEPTABLE. 22. PROVIDE, MAINTAIN AND REMOVE AFTER CONSTRUCTION IS COMPLETED, TEMPORARY LIGHTING ADEQUATE FOR WORKMAN SAFETY AND TEMPORARY POWER FOR ALL TRADES INCLUDING ANY THREE PHASE POWER REQUIRED. 23. WORK OF THIS DIVISION SHALL ALSO INCLUDE THOSE ITEMS NOT SPECIFICALLY MENTIONED OR DESCRIBED, BUT WHICH ARE OBVIOUSLY NECESSARY TO CONFORM TO THE DESIGN INTENT, APPLICABLE CODES AND TO PRODUCE COMPLETE ELECTRICAL SYSTEMS THAT FUNCTION PROPERLY. THESE MATERIALS SHALL BE AS SELECTED BY CONTRACTOR BUT SUBJECT TO APPROVAL OF ENGINEER. 24. GUARANTEE WORK TO BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. REPAIR AND REPLACE DEFECTIVE WORK AND OTHER WORK DAMAGED THEREBY THAT BECOMES DEFECTIVE DURING TERM OF GUARANTEE WARRANTY. FURNISH OWNER WITH THREE WRITTEN COPIES OF GUARANTEE WARRANTY. 25. PANELBOARDS SHALL HAVE COPPER BUSSES W/ A FULL NEUTRAL BUS, ISOLATED GROUND BAR, PLUG -IN BRANCH CIRCUIT BREAKERS AND BOLT -ON MAIN BREAKERS. 26. CONTRACTOR SHALL VISIT SITE AND BECOME THOROUGHLY FAMILIAR WITH EXISTING CONDITIONS AND PLANNED MODIFICATIONS BEFORE SUBMITTING BID. LIGHTING FIXTURE NOTES: LF1. CONTRACTOR TO SUPPLY AND INSTALL LAMPS IN ALL NEW AND EXISTING TO REMAIN LIGHTING FIXTURES. ALL LAMPS TO BE APPROXIMATELY 3000K RANGE, UNO. LF2. ALL EXISTING 2X2 and 2X4 RECESSED TROFFERS SHALL BE REPLACED ONE - FOR -ONE WITH FIXTURE TYPE, OR EQUIVALENT, INDICATED ON UGHTING FIXTURE SCHEDULE ON THIS SHEET. VERIFY NUMBER OF LAMPS REQUIRED IN EACH FIXTURE WITH EXISTING LAYOUT PRIOR TO ORDERING. LF3. ALL EMERGENCY LIGHTS SHALL BE MOUNTED ABOVE DOORS, UNO. LIGHTING FIXTURES MOUNTED IN CENTER OF CORRIDOR SHALL BE MOUNTED AT 8" BELOW CEILING. ELECTRICAL LEGEND O EXISTING SURFACE MOUNTED ELECTRICAL PANEL DISCONNECT (FUSED) SERVICE METER OH OVERHEAD UNO UNLESS NOTED OTHERWISE WG WIRE GUARD WP WEATHERPROOF Panel 400 AMP 400 120 240 VOLT DEL TA MLO 120 240 VOLT DELTA 3 PHASE 4 WIRE SURFACE NEMA 1 22000 AIC TYPE VA Iw•11111111•1=1r1 1200 VA/PHASE VA VA/PHASE WIRE AWG# TRIP AMP POLE CKT NO A '- * CKT NO POLE TRIP AMP WIRE AWG# # VAIPHASE VA 3800 TYPE A armucu VA A B _fr11111111111lr1111l 8 3800 - CU -1 f Lighting Lighting 1200 8 3800 Ili PANEL PC Lighting @ 6660 6660 k< 3l0 200 Panel PA 17830 17830 2020 a 3/0 240 3800 2020 - - _ @ @ 6660 ,, � � 100 r �� �.; 3/0 7680 8 - - - PA1 f 7680 111.1511111111 1 @ 17830 � z ,� -n= 17830 @ 3 0 �� 20 ���ii� 10 60 FS 7680 x iii f 30 7680 _ - - un + 17830 5824 :: ; 5824 = R ,¢ � ;s 17830 � � _� <� 310 �� _ 100 ' - ' ® ©© .....`,., D ���i ���� 6 ii ��,..... 0 ,rn 8 7680 ` �° � ���:���, ��� 111111MME 10 @ 7680 =II FD1 - - �� 2000 5824 ' 5824 ' 3 - - . 9 iiiiii 1111111111EUSIE 9 1 v Q 3800 10 20 180 c3 R. PB1 PB6 @ 2000 } ` • ` 2000 10 30 11 III 111111111111111E11 © 12 £...,.. Receptacles 1330 @ , � �� 0 i 111111 1500 8 2000 20 00 1 t 2250 10 ®® 14 13 2250 Spare @ MEMNON 750 ©R ...... @ 1500 111111 15€10 PB2 ur @ 2000 2000 2000 2000 10 10 30 @ 17 12 1330 , 111111111111_; @ 1330 ti 0 7680 "� ' ,' ,...: E_' - - - 40 Spare 18 @ 750 18 �.., .. 12 v = 0 1330 - - - ��13� 111111111111111111111111U011111111 110 1330 Q @' 7680 7680 750 ' 8 19 2 © 20 iEl _ 0 0: ..r ; hn @ 750 ' 750 20 7680 0 7 680 j\ 8 750 21 40 KM 22 3160 }., PC1 U c�7r 3160 0 D 3160 �`; � PB3 3160 €+ 2000 1, Y 2000 10 30 3 ©n NM m_ 3160;:- >4 ° .... ".... 0......w_�__ S�ii�ii IIIIIII® 10�©��� 0 En __ 28 IIIIIIIIIIIIIIIII 1111 2000 2000 : rt ° 10 @� @ 3160 SIM 40 g 3160 __ 0�_U I I MEM PB4 0 ;: so,z mu 0 11111111311 11111111_E 30100 �_ma1I 32 $ r8 IIIII ,. .,t - - - 1111111111111111=11111 cx 0 .111 11111 0 ©C 1111111111_1111111 20 00 . { s 2000 10 KM KM= 29 8 3160 3f1 �� @ {x � 0 0 ��� TOTAL A 27 80 36 -- 2000 2000 � 3160 1 p 1111111111111/1111111111 @ ®. TOTAL VA 53100 �� E ®_�� MINH �� TOTAL PANEL 38 IIIIIIII 30 {3 >_: 5 _ Sur a Protector g @ p' 1111111111111 sstt ff, qq s2. > .Y:- 0 a' �, © 0 37 X, a 38 3 30 0 0a �,� i Sur z e Protector I Q _: TOTAL A 32004 7184 0 TOTAL B 216644_ 39 X °' 40 -- - - - 10840 TOTAL C 24980 `ry: 0: 14140 - -- 1 @ 0 0 TOTAL PANEL 89648 VA 41 AMPS - Connected X 42 1. Service Voltage is 1201240V Delta. Do not connect 120V Toad between Phase C and neutral. 2. Install Permanent placard on Panel M1 - "Caution Service Voltage is 3 Phase 120/240V Delta" 3. All Conductors To Be Copper 4. PA2 - 100A circuit presently served from Panel PA to be moved to Panel M2 5. PB6 - 30A circuit presently served from Panel PB to be moved to Panel M2 6. P86, PB7 - 20A circuits presently served from Panel PB to be moved to Panel M2 7. PC1, PC2, PC3 - 40A circuits presently served from Panel PC to be moved to Panel M2 8. Surge Suppressor to be EATON Model CVX100 9. Unless noted otherwise, all circuitsto have a full sized neutral. 10. Spare capacit 85% provided for future load TOTAL A 29654 TOTAL A 37334 7680 TOTAL 8 25654 TOTAL B 33334 7680` TOTAL C , 25830 TOTAL C 33610 ; 7680 TOTAL PANEL 104178 VA 251 AMPS - Connected 1. Service Voltage is 120/240V Delta. Do not connect 120V Toad between Phase C and neutral. 2. Install Permanent placard on Panel M1 - "Caution Service Voltage is 120/240V Delta" 3, All Conductors To Be Copper 4. PA1 - 100A circuit presently served from Panel PA to be moved to Panel M1 5. PB1, PB2, PB3, PO4 - 30A circuits presently served from Panel PB to be moved to Panel M1 6. Unless noted otherwise, all circuits to have a full sized neutral. 7. Surge Protector to be EATON Model CVX100 8. Spare capacity 59% provided for future load Panel ''M2" 400 AMP MLO 120 240 VOLT DEL TA E - SURFACE NEMA 1 22000 AIC - ��VA/PHASE # i 1 VA Iw•11111111•1=1r1 1200 VA/PHASE AMP POLE NO CKT NO 1 •: :. NO POLE AMP AWG# -B TYPE # VA VA 3800 AWG# A armucu 2 TYPE NINE 50 _fr11111111111lr1111l 8 3800 - CU -1 f Lighting Lighting 1200 8 3800 Ili PANEL PC Lighting @ 6660 6660 k< 3l0 200 200 3/0 2020 a ! PANEL PB 3800 2020 - - _ @ @ 6660 ,, � � 6660 r �� �.; 3/0 - - - 8 - - - _ 8 3800 ��#� "' � 20213 � z ,� -n= - @ 2020 1260 20 0 10 60 FS 5100 6 f 30 10 Receptacles un 2000 PB5 + 2000 FD2 20 5824 5824$'... .....`,., 100 6 5100 MINININII 8 5300 - -- 10 2000 r'� 1260 - �� 2000 5824 - k 5824 . � iiiiii 1111111111EUSIE 9 0 Q 3800 10 20 180 1330 PB6 1330 II 0 3800 111111111111111E11 © B £...,.. Receptacles 1330 @ ® 1330 EM 0 i 1500 1500 8 40 um®Q 1 t 2250 T 14 + 2250 Spare @ 750 750 ...... @ 1500 n 15€10 w v' 5;° 8 - _ II 22 a0 Spare 16 @ 20 12 1330 , P8 7 @ 1330 PA2 @ 7680 "� ' ,' ,...: 7680 8 40 Spare I @ 750 18 750 _ - - 12 , . 23 1330 - - - ��13� 111111111111111111111111U011111111 110 1330 Q @' 7680 7680 750 ' 8 _I1_rlil 11111111111111111EMEME9111811 40 2 © iEl _ fl 0: <. ,11 @ 750 ' 750 20 7680 0 7 680 j\ 8 750 750 40 KM �EX 3160 }., PC1 U c�7r 3160 PC3 D 3160 �`; � 3160 6 0 zt_, {> �� 31Fa0 �i� 3 ©n NM 3160 �'. 3160;:- >4 ° .... ".... 0......w_�__ S�ii�ii IIIIIII® 10�©��� En _EPIEl 28 IIIIIIIIIIIIIIIII 1111 ©z.. ti 0 7 ° @� @ 3160 SIM 40 3160 PC2 0�_U I I ©M 0 ;: so,z mu 0 11111111_E 30100 �_ma1I 32 $ 8 3160 ,. .,t - - - 1111111111111111=11111 cx 3160 .111 0 0 10 1111111111_1111111 0 0 33 li @_ 34 KM= 40 8 3160 a PC2 @ 3160 IIIIIIMIMIIIII T OTAL A 0 .,,' � �: TOTAL A 27 80 36 -- 8 7170 TOTAL B 25920 3160 P @ 3160 TOTAL VA 53100 �� 0 °3. a. MINH TOTAL PANEL 38 221 30 {3 . ?. ,: 5 _ Sur a Protector g @ a' �, �..'... 0 41 I= 0 TOTAL A 24824 _: TOTAL A 32004 7184 TOTAL B 216644_ TOTAL B 32664 11000 ;. TOTAL C 10840 TOTAL C 24980 `ry: 14140 TOTAL PANEL 89648 VA 216 AMPS - Connected 1. Service Voltage is 1201240V Delta. Do not connect 120V Toad between Phase C and neutral. 2. Install Permanent placard on Panel M1 - "Caution Service Voltage is 3 Phase 120/240V Delta" 3. All Conductors To Be Copper 4. PA2 - 100A circuit presently served from Panel PA to be moved to Panel M2 5. PB6 - 30A circuit presently served from Panel PB to be moved to Panel M2 6. P86, PB7 - 20A circuits presently served from Panel PB to be moved to Panel M2 7. PC1, PC2, PC3 - 40A circuits presently served from Panel PC to be moved to Panel M2 8. Surge Suppressor to be EATON Model CVX100 9. Unless noted otherwise, all circuitsto have a full sized neutral. 10. Spare capacit 85% provided for future load Panel M3 400 AMP MLO 120 240 VOLT 1 PHASE 3 WIRE SURFACE NEMA 3R 22000 AIC TYPE # i 1 VA Iw•11111111•1=1r1 1200 VA/PHASE WIRE AWG# 12 TRIP AMP ~ 20 20 POLE ® CKT NO 1 •: :. CKT NO POLE TRIP AMP "- WIRE AWG# VA/PHASI TYPE # hllll■llw_ @ VA 3800 musium 1200 mums 1200 armucu 2 NINE 50 _fr11111111111lr1111l 8 3800 - CU -1 f Lighting Lighting 1200 8 3800 Ili 3800 Lighting 1200 1200 12 20 f3 3800 a 3800 Lighting III @ 1200 1200 OEM 20 8 - - - _ 8 3800 3800 Receptacles lulu 180 1260 20 10 60 FS 5100 AhU -1 f 5100 Receptacles un 180 1260 20 6 5100 MINININII 5300 Receptacles ®@ 1813 1260 20 60 6 3800 AhU-2 0 @ 3800 Receptacles *a 180 1260 20 3800 © B 35130 Receptacles @ 180 1260 :` ®_ 18 30 1 t 2250 T + 2250 Spare @ 750 750 = 2250 II 22 a0 Spare @ 750 750 20 MIE01111111111111111111111111111111 22 Spare I @ 750 750 20 23 0 ��13� 111111111111111111111111U011111111 110 WINN 750 750 ' 20 ®��01� � fl Spare ,11 @ 750 750 20 0 Spare 750 750 20 �EX a 30 ME INN D NM 0 ID _EPIEl 1111 ° U SIM 0 0�_U ©M @l111111 mu 0 11111111_E 30100 �_ma1I $ 38 •1111 0 1111111111111111=11111 Surge Protector --- II � 0 0 10 40 I_I■II_■111111II 0 0 @_ KM= IIIIIIMIMIIIII T OTAL A 8430 .,,' � �: TOTAL A 27 80 7 TOTAL B 7170 TOTAL B 25920 18750 TOTAL VA 53100 TOTAL PANEL 221 AMPS - Connected 1. Unless noted otherwise, all circuits to have a full sized neutral. 2. Surge Suppressor to be EATON Model CVX100 3. Spare capacity 81% provided for future load LIGHTING FIXTURE SCHEDULE SYMBOL NOT SHOWN DESCRIPTION MANUFACTURER PART NUMBER WATTAGE /LAMP EMERGENCY UGHT W/ SEALED NICKEL BATTERY (UNSWITCHED) U SURE -CITE APEL SERIES .76W LEDS RECESSED LENSED TROFFER, SEE NOTE LF2. COOPER -ALL PRO SERIES (MATCH EXISTING LAMP QUANTITY PER FIXTURE) ) 32W T8 EXIT UGHT (UNSWITCHED) SHADED -- PRINTED SIDE(S) ARROW- EGRESS ROUTE SURE -LUTE APX SERIES TOTAL 2W LEDS EMERGENCY /EXIT LIGHT COMBO W/ SEALED NICKEL SURE -UTE CADMIUM BATTERY (UNSWITCHED) APC SERIES 2) ,76W LEDS EXISTING ONE -LINE DIAGRAM AT SCHOOLIGYM FD2 100A /1e FUSED DISCONNECT -J 3/0 FD1 IOQA /10 FUSED SCONNECT 3/O PANEL PC 200A/10 MB 3/0 PANEL P8 200A/10 MB PANEL EM /- PANEL PA TO BE RELOCATED TO PROVIDE PROPER CLEARANCE PANEL PA 200A/30 MLO 3/0 4/0 200A EMD CB TO BE DEMOLISHED EXISTING SERVICE BE DEMOLISHED WIRING TROUGH TO BE DEMOUSHED TERALS TO 0 TO BE DEMOLISHED 10 SERVICE & METER KCM 30 SERVICE & METER NEW ONE -LINE DIAGRAM AT SCHOOL /GY SURGE PROTECTOR 3 - #3 1 - #8 IN 1-1/2" EMT -}6 IN 2" EMT 2 EXISTING 4 -500 KCM 1 -#3 IN 3" EMT NEW PANEL M2 400A/30 MLO 1 - #8 IN 1 --1/2" EMT PANEL PC EXISTING STING 10 BE .LCIQATUI .Q�L 2-#8 1 - #10 IN 3/4* EMT 4 -43/0 1 - #6 IN 2" EMT SURGE PROTECTOR - 4 -500 KCM 1 - #3 IN 3" EMT NEW PANEL M1 400A/30 DUSTING OH SERVICE MAST PANEL PA 3 - #3/0 1 - #6 IN 2" EMT PANEL PB (STING EXISTING OF EXISTING .M/E. ROOM NOTES: 1. PANELS EM, PA, PB. PC, FD1 & FD2 ARE EXISTING TO BE REUSED. 2. CONTRACTOR TO REPLACE ANY EXISTING ALUMINUM CONDUCTORS WITH COPPER. 3. CONTRACTOR TO COORDINATE NEW SERVICE REQUIREMENT WITH GEORGIA POWER COMPANY. 4. ALL CIRCUITS ON LOAD SIDE OF THE 400A DISCONNECTS TO BE COPPER CONDUCTORS IN EMT OR MC CABLE. NEW 400A/30 FUSED DISCONNECT NEMA 3R NEW OH SERVICE MAST 4-500 KCM IN 3" RGS NEW 400A/30 FUSED DISCONNECT NEMA 3R SEE DETAIL El #2/0 AWG GNDr-° 10 TYP. 10' CU GROUND ROD -- TYP. TO SERVICE DISCONNECTS GROUNDING NOTES 1. ALL CONDUCTORS TO BE #3 AWG CU. 2. ALL CONNECTIONS TO BE MADE WITH APPROPRIATE CADWELD CONNECTORS. DETAIL GROUNDING DETAIL SCALE: NIS RWP ENGINEERING REVISIONS: 4/03/13 ISSUE FOR PERMIT DRAWN BY: IIDM 0. 04/10/13 ISSUE FOR CONSTRUCTION LAST REVISED BY: ID NEW ON NE DIAGRAM AT SCHOOL HOUSE SURGE PROTECTOR NEW 011 SERVICE 3-500 KCM IN 3" RGS NEW 10 SERVICE & METER NEW 011 SERVICE 3 -500 KCM IN 3" RGS - SEE DETAIL El NOTES: 1. EXISTING METERS AND SERVICE TO BE DEMOLISHED. 2. EXISTING PANEL ADJACENT TO METERS TO BE DEMOUSHED. 3. EXISTING FUSED PANEL IN HALLWAY TO BE DEMOLISHED. LOAD TO BE SERVED DIRECTLY FROM M3. 4. EXISTING PANELS IN CLOSETS TO BE REMOVED AND LOAD TO BE SERVED FROM M3. 5. REPLACE ALL EXISTING PLASTIC AND CLOTH SHEATHED CABLE WITH MC CABLE. 6. PROVIDE SOUD LOW IMPEDANCE GROUNDS TO ALL EQUIPMENT, RECEPTACLES, AND UGHTING. 7. WHERE NEW SERVICE TO RECEPTACLE REQUIRED, RUN EXPOSED WIRE IN WIRE MOLD TO J -BOX ABOVE CEILING & MC CABLE SACK TO CIRCUIT BREAKER. 8. CONTRACTOR TO COORDINATE NEW SERVICE WITH GEORGIA POWER COMPANY. REVISIONS: ISSUE FOR CO,N$TRUCTlON 04/10/13 RWP Engineering, Inc. Consulting Engineers Industrial / Commercial / Utilities 31 West Congress St. Suite 305 Savannah, EGA 31401 ph. (912) 231-9212 fx. (912) 231-9220 G. NO. -- 138F01- E01.dw. 2514 ABERCORN ST. SUITE 110 SAVANNAH GA 31401 (912) 777 -3979 The. vA'aw'. 7'poIhrFrcpnryol WAN FOR xASSOCIATES. LLC. or,+iK r'4 = to be reptc4t:ad irk: v.M4,3 er 11 Gr+y. : 1:sn�(tahot =veda,omatt.crrrolct at06nm/woof or roain-41. 2.S alesos :toles hereon "LTD Vellaonnleo'p"rdcia.vrr ally arid [:,e IYlteby chorej2d ing,,t4Oas to I t , d I(iremse i t site tw,a & tie pill and the of Olaf cfsavi rj. 3. De rot r.tia ancnsor.5 ttarts pant.. PI= crc d o ' . c 2 c ro not v`Y.vpys &own r, stain. U50 : ven.xc1.mA The Arcl•i •eet !u I urther Z z u u � J z • < a (-) < W z ISSUE FOR CONSTRUCTION 04/10/13 JOB NO: 13.033 ISSUE DATE: 3.22.13 DRAWN: RYANC E1.O L AaaROC fi =2- EXISTING FUSED PANEL TO BE DEMOLISHED jTAcR 2514 ABERCORN ST. SUITE 110 SAVANNAH GA 31401 (912) 777-3979 cimiii,ing is 11so properly of Ei4 IAN (UM & AZOLIATE3, LtC and is nQ 3 biep,oc1Lcd crcopiecl its wtoio or it pat. It is trot to be used On crrj other pro(ect ar,O io t retrr<ed rrit4Je,1. 2, 3co ios cis statnd t)91vo5 qt atd atirol 6'0,44)0 only and ot herr,by cts,,..--tas•O I 1 o *so dtt1mei<44 r,i2o betwoen the pant rico th c4i,-410:0-mning. 3. OD not scare dreor.ns torn Mort cm/ diekft cro ntst oivocres drawn to scale, mensors Oven cccomit Vie Nthilect for fortlur ciathcolicn t-/ \ EXISTING PANEL TO BE REPLACED WITH PANEL M3. -EXISTING METERS & OH SERVICE TO BE DEMOLISHED AND REPLACED AS SHOWN ON SHEET E1.0. 00L ROUSE POIAIER I 5"=11-0 v u - EXISTING 100A, 10 PANEL TO BE REPLACED WITH 1 10 24 SPARE PANEL. EXISTING CIRCUITS TO REMAIN NOTES: EXISTING 100A, 30 PANEL TO REMAIN 1. ALL EXISTING 2x2 AND 2x4 CLASSROOM AND HALLWAY LIGHTING TO BE REPLACED. SEE SHEET El .0 FOR SPECIFICATION. 00 00 < z z } EXISTING 100A, 30 PANEL TO REMAIN Nr-7.-ti ALL MMHG, SERVICE INCLUDE MUST BE COPPER NO Ai UM1U M ALLOW :(3.'actic,n 9. LD-se,ction Tyb.g,e, 1-n7r4 DaVel:t.DPRUTA EXISTING TO BE REPLACED z ci_ 060. uJ- ce z 0 0 CL —J c:11A7,4:2,/ =4 EXISTING 10 ENCLOSED CIRCUIT BREAKER TO BE DEMOLISHED, 0'—o" SCALE: 1/8" DRAWING SIZE .1724x36 ISSUE FOR CONSTRUCTION 04/10/13 EXISTING SERVICE ENTRANCE PANELS AND EQUIPMENT TO BE RECONFIGURED. SEE ONE—UNE DIAGRAM ON SHEET E1.0. NEW PANEL M1 & M2 TO BE LOCATED ON THIS WALL BY CONTRACTOR. EXISTING 10 METERS AND OH SERVICE MAST TO BE DEMOLISHED. EXISTING 30 METER TO BE REPLACED WITH CT METER. SEE ONE—LINE DIAGRAM ON SHEET E1.0. 04/10/13 RWP ENGINI CHECKED DRAWN BY: LAST REVISED BY IOM REVISIONS: JLR A. 04/03/13 ISSUE FOR PERMIT IOM 0. 04/10/13 ISSUE FOR CONSTRUCTION REVISIONS: RWP Engineering, Inc. Consulting Engineers Industrial / Commerclal / Utilities ,31 West Congress Si. Suite 305 Savannah, GA 31401 ph. (912) 231-9212 fx. (912) 231-9220 JOB NO: 13.033 ISSUE DATE: 3.22.13 DRAWN: RYANC SH( SCALE: I/5 Gf—TIN 6 LAN E2.0 2514 ABERCORN ST, SUITE 110 SAVANNAH GA 31401 (912) 777 -3979 ', Atmd' a .trrgYOhoG%r ?;:nr'yo { @P.iAlVPEL 'Y .ASSO HIES. lKC: and # rxt to bn=aarY,rC.VV orcopo, Nvhotoo heal. i1 "s not ca trr L•od on any al bar pro! ct a-ut 3 in hn rohfnoO 0.6 regvast. :cotes oS steeare nsecnU ?N 1b Yd t=n Sfq p Url£C ekawiv ,014f Cod ore l'eTeby OiUh ed'vr frOvaiiT. to the dtr'etoceh :QA bona ran t.'1O Cx'ht ocd IrIR OrQrr,1 orttw,4"y. 3.L' oral . X' rrcrtt .."ix.torn Lxi'nl$.PCaopcnici1 ;rr, not always d'awr.!..a tr. UYq crnenaans Omni' c' nl it Ira Nchrmct for ru1her clantccam. 5f-100 HOL SE F RE ALARM FLAN SCALE: I/8 "= t l —Oti 1l" MONITOR KITCHEN HOOD SUPPRESSION SYSTEM job NO=2TH 8'--0" 16r -0" SCALE; 1/8" _ 1' -0" DRAWING SIZE = 24x36 FIRE ALARM SYSTEM LEGEND FIRE ALARM SYSTE NOTES 0 0 0 J N O ix o � V) 1R• o >-- < O0 zUuo 0 Uwe Z _ z w < c i Z El;—( i c") FIRE ALARM CONTROL PANEL S WALL MOUNTED AUDIBLE/VISUAL. STROBE WALL MOUNTED VISUAL STROBE CEILING MOUNTED AUDIBLE/VISUAL STROBE CEILING MOUNTED VISUAL STROBE PULL STATION SMOKE DETECTOR FIRE ALARM PULL STATIONS, AUTOMATIC INITIATING DEVICES, AND NOTIFICATION DEVICES ARE SHOWN ON THIS SHEET. 2. THE CONTRACTOR SHALL USE THE INFORMATION ON THESE DRAWINGS TO PROVIDE THE DETAILS REQUIRED TO PROVIDE AND INSTALL A FULLY OPERABLE MANUAL FIRE ALARM SYSTEM THAT MEETS THE REQUIREMENTS OF NFPA 101, NFPA 72, AND LOCAL. ORDINANCES. 3, BEFORE SUBMITTING BIDS, THE CONTRACTOR SHALL THOROUGHLY REVIEW THE ELECTRICAL, MECHANICAL, AND DRAWINGS FROM ANY OTHER DISCIPLINE THAT COULD HAVE AN EFFECT ON THE F1RE ALARM DESIGN OR INSTALLATION. 4. EQUIPMENT DATA SHEETS AND SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW WELL IN ADVANCE OF START OF INSTALLATION OF THE SYSTEM. DUCT MOUNTED SMOKE DETECTOR HEAT DETECTOR MONITOR MODULE MAGNETIC DOOR HOLDER SHUT DOWN RELAY ALL WALL MOUNTED STROBES & COMBINATION AUDIBLE/VISUAL STROBES SHALL BE INSTALLED SUCH THAT THE BOTTOM OF THE LENS OF THE DEVICE IS 80" ABOVE THE FINISHED FLOOR UNLESS NOTED OTHERWISE. ALL MANUAL PULL STATIONS SHALL BE INSTALLED SUCH THAT THE CENTERLINE OF THE DEVICE IS 48" ABOVE FINISHED FLOOR. 6. THE SPOT —TYPE SMOKE DETECTORS SHALL BE INSTALLED IN FULL CONFORMANCE WITH THE REQUIREMENTS OF THE DEVICE MANUFACTURER. WIRE GUARD WEATHER PROOF SYNCHRONIZE ALL DEVICES AS REQUIRED BY CODE. 9. INITIATING CIRCUITS, NOTIFICATION CIRCUITS, AND A.G. POWER CIRCUITS SHALL BE RUN IN SEPARATE CONDUITS /RACEWAYS WHERE EXPOSED. WHERE AN INIT1A11ON OR NOTIFICATION CIRCUIT RUNS THROUGH A WALL CAVITY OR ABOVE SUSPENDED CEILING, CONDUIT IS NOT REQUIRED. ALL INf1ATING, INDICATING, NOTIFICATION, CONTROL, AND POWER CIRCUITS SHALL BE SEPARATED IN ACCORDANCE WITH THE AREAS AND SHALL BE WWREMOLD —TYPE. ALL WIREMOLD —TYPE CONDUIT SHALL BE PAINTED TO EXACTLY MATCH THE BACKGROUND COLOR. 10. AUDIBLE FIRE ALARM DEVICES SHALL CONTAIN ADJUSTABLE DECIBEL LEVELS. SOUND LEVEL OF EACH DEVICE SHALL BE ADJUSTED BY THE FIRE ALARM INSTALLER IN THE FIELD TO CONFORM TO NFPA 72 STANDARDS. IN NO CASE SHALL THE RATING BE LESS THAN 75cd. 11. ALL SYSTEM SMOKE DETECTORS ARE TO BE POSUFIONED A MINIMUM OF 3 FEET AWAY FROM ADJACENT HVAC SYSTEM SUPPLY AND RETURN AIR DIFFUSERS. 12. CONTRACTOR TO COORDINATE REQUIREMENTS FOR ALL INTERFACES REQUIRED BETWEEN THE FIRE SUPPRESSION AND THE FIRE ALARM SYSTEMS AT THE FIRE SUPPRESSION SYSTEM RISER. FIRE ALARM CONTRACTOR SHALL PROVIDE AND INSTALL RELAYS AND ASSOCIATED WIRING BETWEEN THE FIRE SUPPRESSION SYSTEM RISER AND THE F1RE ALARM, 13. CONTRACTOR TO REMOVE AND PROPERLY DISPOSE OF EXISTING FIRE ALARM SYSTEMS AND RELATED WIRING. z J CL L W ❑ cam' O : Q- Q O < a_ 8. FLUSH MOUNT ALL SMOKE DETECTORS AND HEAT DETECTORS INSTALLED ON SUSPENDED CEIUNGS OR ON GYPSUM WALL BOARD CEIUNGS. USE T —BARS TO SUPPORT THE DETECTION DEVICE BOXES ON THE SUSPENDED CETUNG GRID. CONTROL MODULE ISSUE FOR CONSTRUCTION 04/10/13 ISSUE FOR COVSTRUCTON 04/10/13 REVISIONS: CHECKED BY: DRAWN BY: A. 04%03!13 ISSUE FOR PERMIT 0. 04/10/13 ISSUE FOR CONSTRUCTIO LAST REVISED 8Y: IDM Consulting Engineers Industrial / Commercial / Utilities 31 Writ Congress St Suite 305 Savannah, GA 31401 ph. (912) 231 -9212 fx. (912) 231 -9220 RWP DWG. NO. -- FO —FAO JOB NO: 13.033 ISSUE DATE: 3.22.13 DRAWN: RYANC FAI.O