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HomeMy Public PortalAbout10-0328 Tybee Island Historical Society ,• 1 u CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 06-22-2010 PERMIT#: 100328 WORK DESCRIPTION RENOVATE RELOCATED COTTAGE WORK LOCATION 30 MEDDIN DRIVE OWNER NAME TYBEE ISLAND HISTORICAL SOCIET ADDRESS P 0 BOX 366 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-786-5801 OFFICE CONTRACTOR NAME E C BURNSED CONST ADDRESS 109 BUTLER AVE CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $4,962.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $150,000.00 TOTAL BALANCE DUE: $4,962.00 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. i --, . Signature of Building Inspector or Authorized Agent: I 6),, Z0 P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org , , 7'''1 1 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 06/10/2011 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 #: 10-0328 PROPOSED USE: RENOVATE RELOCATED FOGARTY-HOSTI COTTAGE OCCUPANCY TYPE: P CONTACT NAME TYBEE ISLAND HISTORICAL SOCIETY CONTACT ADDRESS PO BOX 366 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 30 MEDDIN DR APPROVED BY: /� P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org �;� 6 City of Tyree Island • Community Developh. nt Dept. III L% Inspection Report ■alialk `\_' 1 t,/ 403 Butier Ave. • P.O. Box 2749 Tybee Island, GA 31328 ==�: j INTERNATIONAL y.n Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. C (p / Date Requested-''� 0:S-tor :L.-a 1I //��V Owner's Name ii • ii i :s4Date Needed (0 - 1 -1 i Gen. Contractor ?P 4c r 11- 0 yeir son Su-contractor Contact Information 1► � e n (o�,P -1 ° 2 2 �(0 1 ' +P CI+ f Project Address 0 ('l n 1 ../1 Scope of Work C- 4-4 1 ,P. .J r e n O\VV 41 on Inspector D. 0 40 Date of Inspection - 1 I r I I Inspection °' in A Pass lar Fail 0 Fee rn49 6k . 4 eIe6 . -pG t , 5 ,eleVG � � - ..�' s A- Qas e i e v, C CST"1-• Q l-I d o. -!b J i T ( ii, I d , n,4-- J f G? r ,0?,J ;n i ei k -Dsi se, -- 0 ,34- s ecU . red Inspection-. Pass _ aril 0 Fee- , IDOJ Ver‘A-S Ore.. 504,' 5-10c4- /: Inspection Pass 0 Fail 0 Fee Inspection Pass Fail 1 Fee 1 U.S.DEPARTMENT OF HOMELAND SECURiTT ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Program important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owners Name Policy Number ( Y r3 EE I 54-A!,-(1 /--t l S i U tI G.n.+, .O G/r 7 i'' /'-I . A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route gnd Box No. Company NAIC Number 3O M�DD I.NI D g i V 1 G.o7-7-,e,,C,,E Azr-- S.E. GORA/5,2 City State ZIP ode ______.7-Y& € f e 4AJD �r .o/z�/L` 313 Z S A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) ..5 &c /.E "T -8.C.i /Ai r'-a27- .SC-rZEY44 I.tJA,4..tD CP..1.Al. y-COO i-/3 --c)1Q) A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)/-f/$TO'Z/ca.a: F Xi.///3/T A5. Latitude/Longitude:Lat./4 3Z°0/'/7.9' Long./86°5O'4/2.<0.r Horizontal Datum: ❑ NAD 1927 Imo.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 (rt A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) z sq ft a) Square footage of attached garage AI-A. sq ft b) No.of permanent flood openings in the crawlspace or J b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade 1 within 1.0 foot above adjacent grade Al-A c) Total net area of flood openings in A8.b ,3 fOa sq in c) Total net area of flood openings in A9.b AI-4. sq in d) Engineered flood openings? ❑ Yes iri No d) Engineered flood openings? ` ❑ Yes ❑ NoAl--4 SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION I B1_NFIP Community Name&Community Number B2.County Name B3.State ICiry or re SEE_ I5t...4.•tD t351 (01-{ G.1-4A-0.1AA-1 C---- Fea aCc,/A- I B4.Map/Panel Number B5.Suffix 86.FIRM Index 87.FIRM Panel B8,Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 13O51C:.O7-t3 Ir- _44- ZCo-OS 04- 2, G-vg .�-E. I2. B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile IR,ARM ❑ Community Determined ❑ Other(Describe) 811. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 El. NAVD 1988 ❑ Other(Describe) 812. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes E.No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Ig Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al 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. Use the same datum as the BFE. Benchmark Utilized VSC'S TI OAL to 5JA 1 Vertical Datum 1.--.16...--(T) 1 9 8$ Conversion/Comments •.LD"..t t Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) t .0 j$feet 0 meters(Puerto Rico only) b) Top of the next higher floor t Z . $ ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) 14- i/d. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) h.! - - ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 1_3___. 1 RI feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) gj . 1 Et feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) R . Q jg feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 8 . A t*feet ❑meters(Puerto Rico only) structural support 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.! understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001.9 ° o Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a GIST/- licensed land surveyor? ® Yes ❑ No '< Certifier's Name JAMES M.KEATON,RLS License Number GEORGIA#2743 • A' No.2743 Aa `', Title LAND SURVEYOR Company Name CHATHAM SURVEYING SERVICES,INC. �' r?- Address P.0.BOX 61649 City SAVANNAH State GA ZIP Code 31420 p � � is\�f�. ./ Sig ature Date Telephone 912-303-0302 fi 44 p4` // Al. ) L 5 r O- Z.// --- IMPORTANT: In these spaces,copy the c._ .esponding 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 30 AA DDIAd DRIVEGa7i- 4 4-'T S.F co.re.v .e.) City State ZIP Code Company NAIC Number 7-5.106,E /S 4-Al`.-1;) Coea2Cs, "_ 3/3z,S 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 Z,-1-*E. . C.2.41— !S c.t,.cSEt7 2o0,44 S o Al 'Tic. 4.00 2 65 A;TnGaeve.J) ptzawrA..c co) 'T1-EE QvTE.t2 T-'E2r.ME 2 L-4.- t S A.D Y Vt_...A.2 i ie a7'E, Fog 71-f E- PISie 1..44. � f2 6..26.4 . 'T HEE V rrs ,6.43 6 Ai!) - .* a&r 7 t 0 R o o.K s . r-r-Er Aa G 2 e t s 14u a.c a+.r a E c..c. !Pant a c . .L:;. ' C 2k /S CA210.5 d'►' 57��°5. Sig ature Date 5 .,-J t.)1.4 E Cs 4 ZD(/ $ Check here if attachments CTION E- UILDING ELEVATION INFORMATION(SURVEY NOT REOkUIRED)FOR 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 0 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 1- her floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or 0 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 0 above or❑below t - 4,4 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. 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 G8 and G9. 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-G9)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(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title �"� Community Name Telephone Signature Date Comments ❑Check here if attachments Building Photographs See Instructions for Item A6, For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 30 Nt E4 p t m /rz r V E C�Tr c s A r. 5.E. -o/aA.e. „) Ci State ZIP Code Company NAIC Number A/13 /SsJOi (7.172c w4 v3/30.g If using the Elevation Certificate to obtain NAP flood insurance, affix at least two 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." If submitting more photographs than will fit on this page, use the Continuation Page, following. - • --.4 •- p,-,--. ca /A./ ,-5....,'.....t ir _ . _ . _ , g. , - . 4,11;:t4 *; 41" -. . ` , . . ' A/411 2,/1. f 0 . - ,' 1 IrIIPme►.semi III . , ..:. _ IS : •1 r 1 Ill' °' , = 1 ° _ ' � 1111 IH1II� IIIIIIiiiii:;iiii I i ii Ifll L , i... 0 ,, ize::::...1.„_ . __ __ , • ---:__:.___. _ __, _____ ___ i Building Photographs Continuation Page . For Insurance Company Use: Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 3) I4€DQI•v Diztvtom' (6457-r-4cE 1 .r 5,6 . Ca/2 cvE,.¢) _City_ State ZIP Code Company NAtC Number J '&EE. 16 L-4.^-10 t C9EOICatA 3f32$ If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all Iphotographs with: date taken;"Front View" and"Rear View"; and, if required, "Right Side View"and"Left Side View." lit. .. i� ; (r. X40 4 Yr .• ii 1 U min gm. amini..i imimmommimmommm mon r { ,7__ -.-.X \ P^� a y. j J tCfl 4-4T 1111 l�� V E' 1 , lin I ill 0 - ' 1,, -v'0 ft I I 10111 i 111 1 Iff limmillm ,„,„„„ , i , , . ,..,.4 i,,,,, ,„, AI IN „.., , { i * '{' MI I'' r 1 ....,....„.„_,-.:4 r '' - ‘sv' by y.,,, �` • J fe e•-:----4_,n0D e.—z-1\/.4.7-10. e __', 77/ . / C—A.--r F.01-z, 3eD AevEt) 0/As DtivECe::„4"7-7-4c„r: -4t.-7- 5, E. y e__,(4_4--r7,4 A A-1 ' c)IZ..V .E_Pd 1 Al Cc, S—raV i C-SS / /Al e„, _ . L.) I- lA 0 '.Z '',:..,' 1\----,- 2- .:,.. -- ..=--' - "t-,,- ' ‘t---1 -IDS igli- limikwomililian/Fo• -wripwlk '''':,--.:V% \<-r".'1.-V\•"'\71-1---''''' \._,,,\ ).•0 .„),. # X 0.2131Wir Slordllillikt 0 railit. 8 CD '"",..-.2.-\..,'0.--c,,-)•--k V-c-:" I 03 Wril I.401 Oh% V‘11.0601:0 :' %IA CU N-A ' - % .011* tt ..4 Ake- '.t•VOS4t1 it-- % #0 .1111411*-4._, 28.65' !'-: , II i•A iltk jiA 14 GROUND n_poR /-WALL SECOND STORY WALL LINE--\ _,. LINE 4101041111 r *it 4111, 4 / 021,1t i GROUND FLOOR />'-', L.44 MOO i STORAGE ROOM ,1 ti.ell, . ' / I l Itra*IXtt 11117ir *VS lie , Lc i 2,, / # 1 . • I C:1 . / ‘ 1;1 .. , al H. . . „ . 0 • 41,10..., WATER IA I ',,• ', GROUND FLOOR , -4I- i WW1-\ -'• . STORAGE RUOM ' 1 1 -I "' SHOWER r 1 14-47 41 ,. .,,, /S, 0 \r- . \ „ ‘, , ,, - ,„ '—i 16 o, L., • E 1 , • .. . - , ( -'1 . Rou ,'. -. FLOOR " ONE STORY // 00 . .MECH. WOODEN FRAME .7 / 0 %. I BUILDING -/ in SANITARY / CLEANOUT ',- I . ON PIERS / 1 . I _ Co m „ELEVATOR,. /7 STEPS ENCROACH /7 4- I - INTO BUILDING ■.0 / - i SETBACK 4.7' ' I r I il• ./GROUND ' / I I' ., FLOOR ' / ".• , . .", .• ,• ,- ., ...... I r ,L. 21I , 28.61' 4 : I 4 ' . Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, June 10, 2011 10:41 AM To: Jay Maupin Cc: Ethan Imhoff; Dianne Otto; chathamss @aol.com; snyderpc @bellsouth.net Subject: Re: Lighthouse Cottage I find the closeout concerns addressing sitework improvements have been addressed. Downer 912697262 «» On Fri, Jun 10, 2011 at 9:51 AM, Jay Maupin<jay@maupinengineering.com>wrote: Downer/ Dianne, Please find the attached modified certification letter and additional as-built information. I think you will find this satisfies your concerns. Please let me know if you require any additional information. Sincerely, Jay Maupin, PE, LEEDAP PRESIDENT Maupin Engineering, Inc. c: 912.667.7757 f: 866.209.4239 www.maupinengineering.com mei-making engineering innovative From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Friday, May 27, 2011 2:42 PM To: eimhoff@cityoftybee.org; Dianne Otto Cc: Jay Maupin; chathamss@ciaol.com Subject: Lighthouse Cottage 1 Jay called this morning. He did not contest that the front(east) half of the building is not routed to the stormwater management basin west of the cottage. He accepted my statement on that and that the basin has only 1/2 or less storage compared to that shown on the design drawings. However,he advised that if I looked at the hydro report, it would show that pre and post impervious areas are the same size, making the calculated rate of stormwater runoff the same for both pre and post. The pre and post was accomplished by the removal of the asphalt drive (and minor area of concrete) to the north. Jay indicated that his intent in having the stormwater management basin was to provide an energy dissipation for the relocation of the impervious area much closer to the downstream property to the south. If Jay will state this or concur with my understanding of his position as correct to amend his certification, I will not require any additional asbuilt information for my concurrence. My previous comments were due to the greatly reduced stormwater drainage basin volume and the front (east) 1/2 of the building not being routed through the basin as shown on the approved design. If the Engineer certifies offers such clarifications of these changes, I will concur with his certification of the project being in substantial accordance with the permit requirements, noting these two significant deviations. Downer 6957262 2 PO Box 30685 moll Savannah,GA 31410 o:912.667.7757 m a u P i n f: 866.209.4239 ENGINEERING www.maupinengineering.com ENGINEERING•PLANNING•DEVELOPMENT June 10,2011 D Ms. Diane Otto -/( City of Tybee Island re u:f.ed P,O. Box 2749 Tybee Island, Georgia 31328 01 fa'"°'' -I- b 0: 1 c1 r Q Q RE: Tybee Lighthouse Cottage e-b J: (f Dear Ms. Otto: Subsequent to my previous concurrence letter,the contractor has formalized the drainage swale from the east around the south end of the building so that we are confident that water will make it to the impoundment area on the west or back of the building. As per the hydrologic evaluation provide with the approved plans,the surfacewater holding area in the back is not required for detention purposes, but rather was intended to provide additional protection to the downstream properties by providing additional residency and infiltration time for the stormwater. I have attached additional as-built information gathered on the project. To the best of my knowledge based upon my observations and review of as-built conditions the subject project has been built in general accordance to the plans and specifications approved by the City of Tybee, Sincerely, MAUPIN ENGINEERING, INC. Digitally signed by Jay Maupin Jay [ aunln DN CN;'„1 upiD C7nr. �/ V �./ 1 1 O=Maupin Engineering,Inc. Date:2011.06.10 09:44:34- 04'00 Jay Maupin, PE enclosures Cc: File PO Box 30685 Savannah,GA 31410 o:912.667.7757 m a V p i n f: 866.209.4239 ENGINEERING www.maupinengineering.com ENGINEERING•PLANNING•DEVELOPMENT May 19, 2011 Ms. Diane Otto IrMIVRV/M111)City of Tybee Island +'. # c, 2 1 r. P.O. Box 2749 Tybee Island, Georgia 31328 ^;rr. d A. RE: Tybee Lighthouse Cottage Dear Ms. Otto: To the best of my knowledge based upon my observations and review of as-built conditions the subject project has been built in general accordance to the plans and specifications approved by the City of Tybee. Sincerely, MAUPIN ENG1NEER1NG, AM ; ice `Jay Maupi,, PE l 17.0:7-:::::::- ` 6 enclos es `yd'' .ELI ` Cc: File DS-1 9-11 e Ai,a;leci -4-a Dow .r RECEIVED TYBEE ISLAND HISTORICAL SOCIETY Raised Cottage Relocation/Renovation 30 Meddin Drive,Tybee Island, GA 31328 June 1, 2011: REVISION 1 File:09006-7-CertOclssues.docx REMAINING ISSUES for COMPLETION 1. Storage Room 004(Electrical): A. Hydrostatic vents: • Total square footage of the room is less than 20sf(3'-9"x 5'-0") • Two vents at minimum 10 square inches net free area each required on opposite walls • West wall:4" diameter Seiho stainless steel vent o 11.5 square inch net free area • East wall (where the door is) o Utilize the 3/"gap (floor slopes from 5/8"to 7/8" clear) under the door o 26 (+)square inch net free area B. Utility Sink: • Disconnect from the sanitary sewer line and cap off • Re-route sink drain through west wall to drain in oyster shell bed C. Electric Panel • Finish floor at the panel is at 9.05'AMSL(1988 Datum) • Lowest point of electrical conductivity is the bus-bar o Bus-bar is at elevation 12.63 o Rotate the bus bar 180 degrees(which this specific panel allows) places bus-bar at elevation 13.17 o Preferred solution • Bottom of the electric panel is at elevation 12.08 o Raise entire panel one foot to elevation 13.08 o Alternate solution 2. Mechanical Room 006(CU):We're proceeding with raising the condensing unit platform to above 13.0 AMSL. 3. Exhibit Spaces G1/001,&G2/002: A. Hydrostatic vents: • Total combined square footage is 217sf(109sf each) • Three vents permitted o One on the north wall of G1 o One on the shared wall between G1 and G2 o One on the south wall of G2 o Total of three vents at minimum 72.3 square inches net free area each • 217_3 =72.3 square inches • Field built custom vents o Hardware cloth with a 71% net opening • 72.3 square inches- .71=101.9 square inches per vent required • Provide three vents at 102 square inches net free area each o Each vent to be 8"x13"= 104 square inches net free area 4.Setback encroachment: Mark Keaton has promised the plan today. 5.Site Drainage:We are working with Downer Davis to meet his requirements. Model:RCA&RCC ) Page 1 of 2 =Ill en espariot c/ SEIHC:J crrERN&no'AL.rx Fn3. .:-. F;JVJNt°ADS ABOUT IS FIND ARE F-C:JFcr AC.A:A!..OG n,s0f£CTS O JAPAV,_S-' Ciit∎TVOT.r. 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Azzurra Del Rey:Marina Del Rey,CA(RCC6S) Model RCA-S Dimensions(PDF version) MOUNTING F 1, - SPRING iJr- - !{ ar ,r I 0GA 08 I. 1 I I� D--l.f4 14' MODEL DUCT SIZE A B C D E F FREE AREA (` CO' CA 4S 4" 3 25/32 6 1/2 5 112 33/4 1 9116 114 0.08 sq.ft- � RCA 6S 6" 5 23/32 8 17123 7 15123 5118 1 31132 114 0.18 sq.ft l 1.52„ • ` Dimensions are in inches Product information is Subject to Change Without Notice Model RCC-S Dimensions(PDF Version MOUNTING DRAFT DAMPER SPRING 7/////. v1 � , mi C iJ i Iji /� arc OA 08 ■ e\�\ .../Z..// I ! �� D E" MODEL DUCT SIZE A B C 0 E F FREE AREA RCC 4S 4" 3 25/32 61/2 5 1/2 3 3/4 2 5/32 1/4 0.07 sq.ft RCC ES 6" 5 23132 817123 7 15/23 5118 3 314 114 0.16 sq.ft Dimensions are in inches.Product information is Subject to Change Without Notice Copyright 2011 Set*Internationai.lnc All rights reserved http://www.seiho.com/product/rcarcc/rcarcc.html 6/1/2011 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, May 27, 2011 2:42 PM To: Ethan Imhoff; Dianne Otto Cc: Jay Maupin; chathamss @aol.com Subject: Lighthouse Cottage Jay called this morning. He did not contest that the front (east)half of the building is not routed to the stormwater management basin west of the cottage. He accepted my statement on that and that the basin has only 1/2 or less storage compared to that shown on the design drawings. However, he advised that if I looked at the hydro report, it would show that pre and post impervious areas are the same size, making the calculated rate of stormwater runoff the same for both pre and post. The pre and post was accomplished by the removal of the asphalt drive (and minor area of concrete)to the north. Jay indicated that his intent in having the stormwater management basin was to provide an energy dissipation for the relocation of the impervious area much closer to the downstream property to the south. If Jay will state this or concur with my understanding of his position as correct to amend his certification, I will not require any additional asbuilt information for my concurrence. My previous comments were due to the greatly reduced stormwater drainage basin volume and the front (east) 1/2 of the building not being routed through the basin as shown on the approved design. If the Engineer certifies offers such clarifications of these changes, I will concur with his certification of the project being in substantial accordance with the permit requirements, noting these two significant deviations. Downer 6957262 1 Land Development Code RECEIVED (o-i-it 1. In the event of detached duplexes,the minimum lot size shall be 9,000(nine thousand)square feet and there shall be a separation of open space of 20(twenty)feet between the closest points of the c leted dwelling units_ Further,all other setback requirements apply. 2.In any residential district(R-1,R-1-B,R-2 and RT)where the average ��,51 front setback distance for existing buildings on all lots located wholly or partly within two hundred(200) feet of any lot, and within the same zoning' (A.C$ district and!fronting on the same side of the same street as such lot, is less 23.E n than the minimum setback required in such zoning district,the front setback on such lot may be less than the required setback but not less than the 23L0q existing average setback distance for all lots with two hundred(200) feet, 2 1 I i.$-i' provided that in no case shall the front setback on new construction be less than ten(10) feet. When lots within two hundred feet are vacant such 11.$ ,. � vacant lots shall be considered as having the minimum required setback for the purpose of computing an average setback distance. (2002-6; 4/11/2002) 16;31.= Q1)!' $t4s4Cic.= O B. Schedule of cone ierc al district dimensional requirements.**** ***Zone F out Rear Yard Side Yard Structure Heights `card OK C-1(A) & None required except None required except 25 35 25 feet**if bordering feet**if bordering 11.6 1 residential district. residential district. 4 C-1(B) 5 6 5 35 2 l.�1 Q '3 C-1(C) Z±0 10 10 35 4).d 0 C-2 tO 6 6 35 4 r_ �'f`2 MD Zf3 10 10 35 (�_�_{ TBR DO I0 10 35 6, 2,31} (ORD.1995-17;12/7,95)(Ord.2003-01; 01/9/2003) ire. 3g'i 13.nq (*)When abutting public streets,any principal building shall be located no nearer than five(5)feet to that �+ lot line. 8' (**)Where conrnercial establishment abuts residential zoning,a suitable screen will be required. l See Section 3.150 This screen shall be either natural(planting)or man-made and shall be required. This i 5.peg= 00.411/4., e S1-T044. screen shall be either natural(planting)or man-made and shall be maintained in good order and approved by the Zoning Adrrunistraror. Minimum height is six(6)feet. 3Iw ew Se L`qt • *** C-I(A) Retail uses&Food/Beverage Service Uses C-1(B) Hotel&Motel uses,with 80%maximum lot coverage C-1(C) Residential uses,including single family,two family,and multi-family(Triplexes, Quadraplexes,Townhomes,Apartments,Tourist Homes,Condominiums, Timeshares,and Similar uses),Bed&Breakfast uses,and Public Structures. ****Article 4.2.2.4 Fire Prevention code applies to all districts. See 4-2-24 for requirements for all structures closer than 10 feet(measured from closest point of structure)from property lines and multiple r +�? buildings on a single lot (Q I�1 ■C. Buildings above 35 feet_ If a variance is granted by Mayor and Council for a building with a height in 2 O' 00 excess of thirty five(35)feet,in no event shall a building permit be granted without the following ----------- ( I 1 restrictions. So. 4 I i P 1. Structures greater than thirty-five(35)fet in height shall be fully equipped with fire Safe � Guards consis.Jrug of sprinkler systems,Smoke Detectors and any other fire protection measures • deemed necessary at the time by the Mayor and council. ^2. Betbre a permit can be granted on said request,and affidavit of the builder and owner must be executed agreeing to same to be completed within an agreed upon reasonable time. Ord.1990-09;0.4/22/99X0rd.2000-12-,Amended,2/11/00) -3....1 (Ord.2002-01 JOY,Amended,02/05/2003;Ord.2002-06,Amended,05/15/2002;3-090,Amended,03/20/2001,RT-deleted in error and is re-restated by Jackie Brown 3-20-2001;Ord.2000-12,Amended,05/24/2000;Ord. 1999-,Amended, 12/17/1999; Manual,Amended, 11/10/1999;Manual,Amended, 10/20/1999,Corrected prior update errors;Ord. 1999-09,Amended, 05/24/1999) Tr o i-A- �e4r6a.. - «t ,NvN -+�TSection 3-100 BEACH,DUNE OR VEGETATION DISTURBANCE enc.. — aP,r-o vet.. 106. S ac n Page 6 of 13 (IoaSe8 0 ir'1 3-D43 0 (A) 2) Dianne Otto From: Jimmy C. Brown Sent: Thursday, May 19, 2011 12:01 PM To: Dianne Otto Subject: RE: cottage at lighthouse They Can use # 30 and if they decide to identify each building on premise by the alphabet letters A-Z, yes they should post the number so it can be clearly seen from the road. From: Dianne Otto Sent: Thursday, May 19, 2011 11:56 AM To: Jimmy C. Brown Subject: cottage at lighthouse Jimmy, We are getting near the end of the cottage project at the Lighthouse. The address for everything else over there is 30 Meddin Drive. Does the cottage have that same address? Are they required to post it on the building? Thanks, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 CHATHAM COUNTY DPDARTMENT OF BUILDING SAFETY °i REGULATORY SERVICES FIRE SAFETY INSPECTION DIVIS_ ) FOR THE CITY OF TYBEE ISLAND YEAR OF Z(.-)I i V.---APPROVED DATE / 3// I DISAPPROVED You are hereby notified that this is an Official Order of the County Fire Marshall, stating the defects found to exist in the referenced sructure, 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 Owner -rt bsr�-. s TziG.P l 50G,i� Occupant Load Name of Facility ► 7 i =-l (V 1 4- 1' 1 ZI 0- 4(Z 5 -711: Address 30 Di S (_0-- ACz12. Occupancy: Business Assembly Storage Educational Day Care Q Personal Care Home Mercantile Factory Residential Hazardous 1. Number of Exit Doors I 101-SEC 5 2. Blocked Locked OK V 101-SEC 5 ,, 3. Exit Sign Good l?"'"---7 Unsatisfactory NA 101-SEC 5 4. Emergency Lights Good 1/ Unsatisfactory NA ----- 101-SEC 5 5. Panic Hardware Good Unsatisfactory NA Lam'` 101-SEC 5 6. Self-Closing Device Good Unsatisfactory NA . 7. Fire Alarm Yes No NA _ NFPA 72 8. Smoke/Heat Detectors Yes No NA V.----- NFPA 73 9. Sprinkler System Yes No NA �t.- NFPA 13 (1") 10.Standpipe Yes No NA NFPA 13 J 11.Number of Fire Extinguishers O 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 Fair Unsatisfactory NFPA 70 15.Overloaded Sockets/Outlets Yes No NFPA 70 16.Missing Electrical Covers Yes No NFPA 70 17.Other(explain) li 18:Excessive Storage of Combustibles Yes No NFPA 30 List Details i— Pecv i DL -D-( 3/--\--(1-06Q-) 12 Acn 0 k)6.11-1-0 .-) V t (6L_ . ---fc 102 LiTili\P-5 ?.... I i cio 4LiQi-k- 1-toce-- // i3L()_spoK--, 1 r),___ wa) i No AN Wr- --sibk-) Rpm . 001e.- oi- .L-: -.sp or Rte. r�-�_o\ri.��� .�°r 1 6-ate s ..c) 4._ •'• FQ1 pkwo-5flicr4W(6/ 7/u _-) he signature below of Owner, Occupant, Agent, signifies Inspectio was mad) / 1443 )1.)t-) (...\4-4-1S--7,_'S-Di,) : 7-1-:_ L7-"*"4 /,frri / / A Owner/Occupant/Agent,Signature / Chatham ounty Fire Marshall C:\Documents and Settings\coastat\Local Settings\Temporary Internet Files\Content.IIES�\,I1`9AAI391�\Fire%20llnspection%20Form[1].doc -5-- � i 1vV"� 1 1Z..L—.j u.- m � �'4 tw/A/6 i L/4) /-' , ecru " § City of'l , ,ee Island • Community Develop►. .nt Dept. CUM (.. ' , ,,) Inspection Report :�:e* 4C3 Butler Ave . P.O. Box 2749 •• Bybee Island, GA 31328 328 INTERN TA IohA� \� '� Phone 91L, 64573 ext. 114 • Fax 912.7869539 CODE COUNCIL MEMBER Permit No. ? 0 - 0 2_3 Date Requested ------ / 2-c7 1 /I Owner's Name I y';,T;:. )�I;:L —is----. Date N eeded 17 /' Gen. Contractor - 2- ?1_,,;, !, Subcontractor Contact 1I:nforrnation //i; 1-G 27� Project Address 36,D 1/14/7::, ,,-\ Scope of Work a_ L.. T--E.,�J 11441 Ur ,QPSs Inspector 71 1 Date of Inspection I? -.-I I I Inspection 3J � '--v,-.Y1-- ( - 1� Pass Fail ❑ Fee z ..",---- ,,c:j Inspection L. ) 1-- `� f-' -, - Pass Fail El Fee Q r'— -Dal —3-c.) oil(4 i`‘—�. Goa 2-I z 0; Inspection Pass ❑ Fail ❑ Fee Inspection Pass 6aii __i F..e Li ` ►\\\ 4r 4}fy City of T), 2e Island • Community Developn__ .it Dept. raid T \� Inspection Report nu* ��; , _� ° J 4G3 Butler Ave, • P.O. Box 2749 • d'ybee Island, GA 31328 INTERNATIONAL o�E o`,Aim Phone 912.786. 573 ext. 114 • Fax 912.786.9539 CODECOUNCIL' MEMBER / Permit No. /�9 w O 3 Z ) Date Requested , -2 ! � 1�/Owner's Name % r:=/= . � Date Needed <A >/ 't Gen. Contractor / -7/-= ;- o,Is�. ,:.) Subcontractor /4 Con tact Information .c)A _1 67 z274 Project Address 30 14,(4.7 J7.i '1)-: ✓-rte Scope of Work G , `->f ) ,,c0(,44-=/,J inspector �J ,1 Date of Inspection t '// Inspection /_-.4 C, -/'t) �/ Pass IFai Fee --i.so inspection /41t'e,./ '-1 - Pass ail Fee ISS Inspection /_,--, (7,,,,'L)/ - Pass n Fail ❑ Fee Inspection !7■)' � /V✓ - Pass F•'I 4 Fee i ,,-, 1 ...,cK 1....;.) -,5-,2 „Lsi---.4), E.... . ' A.';''' - , City of' `ee Island • Community Develol, 2.int Dept. Inspection Report ounink 1.......ii 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERZONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER , Permit No. ) _.) ,'-.).„.-,...'_.,_- Date Requested _ Owner's Name __, , ,- 1 f _.,) H _..-_-)oc Date Needed I ',I 1 i .....--r \ Gen. Contractor 1,',41 . ('--7(), q-)--_--,-=) .3 Subcontractor 1 _ Contact Information i--- -,/l)k 01,f). (1 , 1 ; (1,,v) 1 1-;--,-) i 1 Project Address 3,C) /1)%z:LIJ N ‘\)g) i 0 ),-TE, Scope of Work '1,0 11A :-7------ af----':i,),_ 1 i Inspector .1 16 Date of Inspection '-,-// i ft 4Nit.. Inspection A L---- 1--, ,N)ok i - Pass 0 Fail -- \\)D-A-- --E,Fp 7) ,-4/r. j ---) , G L &- - Inspection Pass El Fail 0 Fee Inspection Pass 0 Fail El Fee , \,eeik Inspection Pass 0 Fail 0 Fee , \ ,---% :•:.- .-_ City of ‘r bee Island • Community Devel( 'lent Dept. • 12.1kik Inspection Report Nu* E.I•I•...a•- \ - . 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERMNAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL: MEMBER Permit No. 1 0 '" n ---. , 2. Date Requested .D 3 - I I ii \ i 1 , . , Owner's Name i'4, -)'!-- ( i -r- Date Needed C-- c4- --t Gen. Contractor i,1e,leril,■ z AA A o ,-, Subcontractor L--....--' (N.Q.r S / Contact Information -5 (031- sx..._ cos *7- 01 34? n Project Address D 1\40 (-A J : -D r . J Scope of Work o ------(3 j),/ 1 Cf■ ° tic:1_41 (3A Inspector -1) 1 Date of Inspecti i:s- '<, ,1( I ... I i Inspection .r ,,, 0 k -e g ( • Pass ail 0 Fee s 4 /,. id/ / /e)/ -)(,_.. }9-.--)'.--- '-- -- ,,.,) A.) / ? i,)/:_,Dij j / ha ki .e r5 (a 5-8-1 9C 1 Inspection ,,f /' ca 1)) J An b f,cc- Pass la---Ftp Fee Inspection Pass El - Fail El Fee Inspection Pass 0 Fail 0 Fee 1 h" -\ City of, `bee Island • Community Devel{ lent Dept. I``ik �`- Inspection Report Nom N P P ■.�.r \\, a City o 'bee Island • Community Devel lent Dept. Inv&lk .-7•- ' 1 ) Inspection Report annwl, ......ra 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERZIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. ( & 0 :,_--L,3 Date Requested Owner's Name ' _ , ,,,c.•1 Date Needed 1 Gen. Contractor Rt..1---rai)— 0,„7-,,,/...) r Subcontractor Contact Information 1-=1)-7 fr)() -7-1 [3 • L-kG Project Address CiD IAA re,-,- r‘-_ ). 72-, -) - Scope of Work ( 0_1101-7---,---r, -- - _') ))i Inspector / ) 11 Date of Inspection I I/ ) Inspection ) Nl, 0/,, Pass El Fail VE' Fee 1 , i --lp „- ' I ) Fic Lit' Inspection Pass 0 Fail 0 Fee ,.. (--4( CerlitAbt•\) Inspection Pass ID Fail El Fee Inspection Pass 0 Fail 0 Fee 1/21) NO3Evn November 16,2010 ,... ko Tybee Island City Hall Permits and Inspections P.O. Box 2749 Tybee Island,GA 31328 RE: Tybee Island Historical Society Raised Cottage Relocation/Renovation ATTN: Ray Hord Dear Ray, As per your request to Ralph Anderson of Savannah Restoration, please accept this letter as an acknowledgement of the following items concerning the Raised Cottage project: Detail 4/A500: Daniel E.Snyder Architect, P.C.approved the following change: 3/4" diameter anchor bolt to 5/8" diameter anchor bolts at the base of the elevator shaft walls, as acceptable by code. Detail 2/S100:Algar Thagne, Project Manager for Daniel E. Snyder,Architect, P.C., witnessed that the large sill beams were lagged as shown. Detail numbers indicated above refer to the T. I. H.S. Raised Cottage Relocation/Renovation construction document set by Daniel E. Snyder,Architect, P.C. Thanks, 1 Algar Thagne, LEED AP fD) 73g50131 NOV 82010 • Daniel E. Snyder Architect, P. C. 216 E. Gaston Street Savannah, Georgia 31401 Tel: 912-238-0410 Fax: 912-238-5529 snyderpe@bellsouth.net -, -is,t ►\\\ City of bee Island • Community Develd tent Dept. WS U Inspection Report �� � 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 .` AiyRry Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNc L MEMBER Permit No. / 0 - �_-= - �. Date Requested // 16 i Owner's Name 7 (_) ,4-. Ors-4 -_ ,,; , Date Needed i ///c, % c) Gen. Contractor ;721.,, i-x.oi 46-,, Subcontractor Contact Information 1 .. /1/74--) %) D-Li z-'� Project Address ) /iUlr c,W1 , , Scope of Work . LT; ,\.). + . .Z4Fh' .., Inspector `?K41 Date of Inspection 1 /l� l- /1 d Inspection \-"1!%14 -" Pass im 4"9,. : ii El Fee CW_/,966` / „..(:;41/63 l',/ �, = �/ - › 1 J. fi „)",,) � o 6 >� 1-,) Al() C.. .,J/-,(7/191 U i6- 5 1 .) W,,J`4 „3 a,(, -z- 3A/1. .] �i4 j,,;-� &A 11� Z1?p 1 1W-t° Inspection Pass ❑ Fail ❑ Fee G . - / <JSi/ ,, � l Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ,,,,,,tE_z.,-;4 _ t:-`%•:-._ City of bee Island • Community Devel( lent Dept. ilikth• (r Inspection Report, -; __, \-_, maim 1 -. .....16- .Lv i 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERZONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Date Requested ----- I i 1 Owner's Name ii2 --/-1 Date Needed 1 i Gen. Contractor [)&jrr'c/72f. TT)0/,-1 ). ,...) Ki-07Subcontractor , i , ._ • Contact Information 144(-;:)11 2) 0 Lil-c7--7) / Project Address 3:) t Oe-a/f■. /-.7../ L)E, ----) \ Scope of Work 4-1-4-1zer/L. / , // ----,-< Inspector 'Pi Date of Inspection / .se Inspection --P67---ligy i 1--i-- ,,, - Pass Mil - El Fee _ - h., ,-,-.1- _ _ i.,:uor-- -,_441 li / -L Inspection Pass Ej Fail El Fee Inspection Pass E] Fail El Fee Inspection Pass 0 Fail 0 Fee f �yaeesyfry\ �� City of c,,, Island • Community DeveloL ant Dept. It" =� Inspection Report mo+®` A�� ,��%;' 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERZONAL° ,.\+inn_ Phone 912.786.4573 ext. 114 • Fax 912.786.9539 C COUC 0 / 11 - 1 - 10 MEMBER Permit 9o. l 0 R Date Requested Owner's Name —,<10C,c a( 550 t .e--q Date Needed 1 1 - 2 - /0 Gen. Contractor Pr .:T(274 . e s Subcontractor I' e A 1 esS -0 f• Contact Information 1,) I iO. k' ex:5 (J:3 .a .R— 19 9 I Project Address 3 D ins r , Scope of Work r e r-3 J'a- I e ( 0 c Q. ? d 0 04-10 Q� 4e..) CJ_ _ Inspector '--J Pi Date of Inspection . 1 I Ii 1 mss Inspection \ i 5`' p I J n� b . 0 0,f. Pass - i MI Fee Inspection Pass ❑ Fail ❑ Fee • i Inspection Pass Fail ❑ Fee . • ' Inspection Pass 0 Fail 0 Fee City of ',ee Island • Community Develo ent Dept. t�`� Inspection Report monk onk 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 1.....2-4 INTERNATIONAL„,„,,, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL MEMBER Permit No. 1 � � ° CD,"� `�, Date Requested i .:�,� - -7 - (0 -- . 1,4: s f : c6( Owner's Name , c . e .1. Date Needed I 0 - 2. - (C) Gen. Contractor Pr e.m p er 4> a 5 Subcontractor Contact Information r) \p k 2 1 - 2 3._ _... Project Address l J j 110 ii_ (i , n L) r . Scope of Work . / Inspector / ? Date of Inspection Q ',:..1 1 '' -' `) Inspection , 0�' : o I a��S ,1104:0 n Pass Fai '❑ Fee (.e \ . v e 4. r L-'o. I I) /0 74 /0 , 3,12>X4 w/ft's(Ai Ati,i ) ?1.4:363IaG .A2e6 Fr.� m*, '0 a r14 1410 Cp.+Ur/Aii 4P 1.)/, 4t i2lf 7 % Al Adt give*. 1104 1'1049 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ® Fee Inspection Pass ® Fail ❑ Fee �rnEe_7 N67 \ ,� ��i y City of. )ee Island • Community Devela( ant Dept. Wes` (�,;4 Inspection Report a��\ N �' V/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 -�� y INTERNATIONAL ,,.,,_ Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL �° / MEMBER Permit No. ) l �- 0 3' 2..\,, Date Requested ( 0 - ) 1-1 - 1 (- "f - / (- Owner's Name 5- o c S e r-140_\ Date Needed / 0° t S /f Gen. Contractor -P r ,0 D us.-', e S Subcontractor PA c C Q i 1 /c I-1 + A- Contact Information p,zq q i7' ,ws'' �kn ( - / Project Address .5 0 1.:% t , t . J I Scope of Work \I C r n n._ ; .7,.--1-..1_ Q 7p Inspector r?I-) Date of Inspection ',/(2, > , w) Inspection L.l Tw.. Pass Fail.D Fee -C--/-/i!), i ) ---- ,- - - - -' ----1 V 34- ib--i' I 0---ilidiTF- 51)-4" 4 -). 1`)A-k--64-----c- i Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass 0 Fail 0 Fee 1`N City of iee Island • Community Develo ant Dept. ra�•� j\l Inspection Report iivak 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 L Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No t - �- �-� -) ----_ '--)� Date Requested �J :..2 ��- � —I 1-. i-4 , S4- r . , a t. Owner's Name 0 f e_ Date Needed 9 - ( - I L.1 4)e °17n -o on? r`°) Gen. Contractor c J . . 1-. 05 Subcontractor Contact Information 0 tok 213 - 45-Z3 a`I �` � 4 Project Ad dress f!T / `i cL 4 I ) k-, U Scope of Work �, ;� z a � ~ I g cz, — tc 0 ik.i --.\-€_, s (J Inspector �� Date of Inspection ( "2 Inspection �)c o [DI P e ✓ok`-tb r a+. Pass ® Phi El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee P 0� �� '`wr City of j !ee Island • Community Develo .nt Dept. a Inspection Report ��®� '� �� � 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 'a°® ,;A lli!j INTERNA T ICNAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. In - 0 3 2 -1 Date Requested 0? - 2 1 — 1 0 ' �s . c4 - Date Needed C� O ` ( Owner's Name .*', o � . e , -pe 4.e.r I kor4,Cor--, Gen. Contractor 7)(-3 ,905-3,: P s Subcontractor Contact Information )° a j r 2 I 0-W S 23 Project Address Scope of Work r- p y-, 0 -t ) 7-r k 0 r c:., . e 4 0 .3 *t--f-,s_o J Inspector ''i i`'7 Date of Inspection 3 >* v Inspection -c a •L' S f.,c ' c c k Pass le Fail El Fee PA6� Inspection Pass ® Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ,'-- I City of ." eta Island • Community Develop. ant Dept. Ink% Inspection Report mull* , s,/ 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 111•11111%-i INTERZONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL MEMBER Permit No. \ 0 ' 0 3 23 Date •equested (Es- 2 3 -I D --7-7 -7—. 14: S-4-2 r :,(._ a i Owner's Name , f- p \l_.. "---- Date Needed 2 (-1- - ( Gen. Contractor 1--)r- ,02 e 0---4-: e f Subcontractor I 0.-- tl Contact Information r) ko \ (// S 65 - il5q1 Project Address 0 iy\oci di r[T) ç . Scope of Work ' 1 e n 47,4/rA •-\-42-.) t. e 1 '- e a - e.. c C ----(31/ Inspector 'T /v/j Date of Inspection Inspection c•-• 0 ,...; r 1-\ ( d ,1" 6;-- s . - ) NS s , Pass Fail r ))Fee L,\O 1 ---7 Inspection Pass Fail El Fee Inspection Pass I-1 Fail 0 Fee Inspection Pass 0 Fail 0 Fee rya @E 25:.. / f\\� ,v-, � . City of,' )ee Island • Community Develo' ent Dept. iti% Inspection Report au* 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 .-�'' j [NTERNATIONAL / Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER "'\ _ Permit No. ; >i---' -- �---/ -- (- Date Requested - t --r. ..d- . 4-1 .s o r .. c U( -`` Owner's Name 5 c e ,t__- Date Needed 6 " j ' "- i € -'rep" -r k0 - pS ,,-, . Gen. Contractor r n cry: e S Subcontractor �'= \ `---- +t' / " Contact Information (- (-- ) P 0 r (�� b .c'2-- o 1 3 7 Project Address - 11) inia 1 t r-.1 1---. Scope of Work . \ e- n o u t, !Ue. el 0 c C.2 A 00.740 27..? Inspector 2Fl Date of Inspection ;' .,; i���" -! QPS� Inspection 0 =2 f� ci o -� 0 D� en Op Pass ai MI Fee Inspection Pass ® Fail ❑ Fee Inspection Pass i-i Fail El Fee Inspection Pass 0 Fail ❑ Fee (3/18/2010) Gregori Anderson - Re: Tyh - Island Light Station race From: Gregori Anderson To: Algar Thagne Date: 3/18/2010 11:59 AM Subject: Re: Tybee Island Light Station Mr.Thagne; The Georgia State Handicapped Accessibility Code does allow an elevator as an option for accessibility. If the elevator provides the only means of egress for the handicapped occupant,then an alternate power source is needed in case of a power outage. An alternate to providing an alternate power source would be to provide an area of refuge.The designated area must be available to a wheelchair bound occupant for a period of 60 minutes to enable rescue by the fire service. The indicated distance from the proposed building location must be within 500 feet travel distance from the existing toilet facility.The toilet facility must be handicapped accessible to meet the state requirement. Gregori S.Anderson, CBO >>>Algar Thagne <algar dsa @bellsouth.net>3/17/2010 11:35 AM >>> Mr.Anderson, As per our conversation about the use of an elevator in lieu of a ramp, and the ADA bathrooms as part of the complex restroom facility, please find attached a rough drawing showing the proposed location of the raised cottage and its relation to the existing Light Station complex. Note that the restroom building is due north of the cottage. We will make an accessible path from the current system of paths on the complex in such a way that the restrooms will not be more than a 150' route. Let us know if we need to be tighter than that. Also,if it is okay to use an elevator,given the tough economy, do we need a back-up generator? I look forward to hearing from you. Thanks, Algar _, -....... ,... .. + , / 379 ` _ \ ®�' a' ..'D AAU, �' •+'N sep,e Fi fn.s MO 1 �r nw---.. •.—11_.-x x i , i / • :44.r.:;fN 4 MI/ ----.7 1/ IVIlse '' . ■ xbJ x•'` •o J ". � EK,x �\/v-� „mo ,,u ++ ^ tea_ • ".a x."' \.:�11 ., n r POW-I • +swn rDS. BENCHMA K" ` � � "s."61i USGS DISC-TIDAL 9 STA 1• �1 un,N� ^"# e,r ATON_ 5.28 MSL 0," cAZA[ /k S 0• ` (NGYD 1928) •♦ • •. ) •sawA M ' R�N', ; 51;;'' :`f P 3 j 1111110101=°` — '..'9 t2— 4. I '' •° •CHATHAM SURVEYING SERVICES.INC.HAS PERFORMED A TREE ,i sMax•3 w AND TOPOGRAPHIC SURVEY OF THIS LOT. ANY PLACEMENT OF }V° „ I CO/0M0u I '0.z.' PROPOSED STRUCTURES OR DRAINAGE PLANS ON THIS DRAWING 5eA • , eAre \\ . IS BY OTHERS. x e yes x F9 j.rMU.7° ..^O 95 �M�11` x`` "A. n-N% r S x, "`,M1I • f REFERENCES: DB 2yZ-T PAGE 095 9 In NGS MTA SHEET FOR USGS DISC"TIDAL b STA 1•(CKO 635) wivteenn i� ®M ANN. ** 49,0-11 u \ ,•• ,�� + I ,nv x` 1 VERTICAL DATUM IS NOVO 1929 e� A 'r\ • .a uwA ®i3 Aurr „ ADDING A FACTOR OF 0.9'1•WILL CONVERT NAVO'BB ELEVATIONS •,� x J x r °� x. •e .:•.P 3f " s=A I TO NCVO•29 ELEVATIONS J Al p ELEVATIONS ARE BASED ON NGS DISC TDAL B STA 1•(P.ID.COO 953) 'y 117~ •` • ^� •+°5 I .-o LOG4TED IN THE WESTERN WALL OF THE NBEE LICHT HOUSE „v zx I P1.....,,,,Tin.,1: XI I .r IN AD'OPINION IN ACCORDANE WDH F.I.R.M.MAP l� (' N0.T3SpRo 0002 C,INDEX DTED JNNE 17,1986, Q ,n'Auu' •e . °� e .� a �' T FLOOD PROPERTY TIDES LIE WDHIN A DESIGNATED I. i FLOOD HAZARD AREA ZONE AB ELEV 12 O . A.aa I •Sp IRRIGATION SPRINKLER .,9 ;d \ .urtn0 • fpp 0.y, • • z, �� mr ' F.'��—'0.' 102,1. _ II ANI/ SEVERAL MORE MAY EXIST IN THE SUBJECT AREA b • ti • 44 THAT ARE NOT SHOWN ON THIS SURVEY utx^ ®v3•ANA . \`J( \\ °'''' • N[°,x "` x •^ .P�0,•-••.• '* ,om,m3 ,5,. �6 ..m Gfy tF,G,1 JAMES No.KEA ON• \\ ax AR 6Ax- •rLeL a,A,atS Al 9m A ' 41 At as x,, ,w> `By 2713 :� — .�;.m xz e¢ "r� r w x x o x e'� S 1. . _ �' I ''',4,'...,,,,„,..•,.„e• \`—""— I 5 �\\ µ 9•9 1 9Az CHATHAM SURVEYING SERVICES, INC. r.as v... `-_` _ ® R.99 •I WA Aug P.O.BOX 61649 \\ y" \ SAVANNAH,GEORGIA 31420 A 4/ \\ .. x 4 \ e A C g o 0 •�a' o ' ,e . I,\e°o` .e +A�. : ,'"',4,01•;:." Y// //' , @• em 912-303-0302 _ ©,a/� ��. ., /I 'I®' cc.4 .m Yv.E wA �._ @+MY, 1 TRGUDOPANATA ' '• • - w 60 II 1'�' 1 .•Aux ., ., x,'e:•,m ax .,f • `'"`Y, - .e• ,d •, •� ®e..... A; .1� -`,�J��- V J %Re „n .n PGFC / ,3'n 1 xn yB�I9µu, l ®.Ua 1 L / _._ __—_ _—_ ---_ --_ ____ _ X8.5 ®YID Tv 1 /f 5 *zss 4\ SITE PLAN I„ _ n—_ los A A 0 i,e _ -0 Mo • 4 Prc jectj Management - -w) PI Li El File Edit Options Functions help Project# 100328 f_Iext Project I# Description !RENOVATE RELOCATED COTTAGE I Property 30 IMEDDIN DRIVE uru Lc] Issued to TYBEE ISLAND HISTORICAL SOCIE Ai I General 1 Segments! Financial] Property Info 1 Information j Comments] History 1 Footprint] Conditions 1 Description I Project Mailing Address Project Details Attention Open oc ' ' Address P 0 BOX 366 Applied Date 1 6/22/2010 =?: TYBEE ISLAND,GA 31328• Issued Date 6/22/20101 RI ! Expires Date 6/22/2011 �, p ' Completion Date i General Contractor —, r Owner C Contractor, PETER T rt) PETER THOMPSON PROPERTIE , { Balance 0.00 I I fff -- --- ---1i Pending Activity 0.00 I tb i Securities 0.00 rb 7Project Type ICONST ,:. CONSTRUCTION I ----- D welling Type T )Public ■j Square Footage I . Ili Units Edit This Record 0 I Clear View I dotto 05i- 12 - 10 C?k a, d, aor4r-o_c+o r- I Dianne Otto LO - O 3 2- " From: Jonathan Lynn Sent: Thursday, August 12, 2010 10:18 AM To: Dianne Otto Subject: FW: Contractor Change/ Raised Cottage From: Cullen Chambers [mailto:tybeelh @ bellsouth.net] Sent: Thursday, August 12, 2010 9:59 AM To: Jonathan Lynn Subject: Fw: Contractor Change/ Raised Cottage Please pass this on to Diane Otto.Thanks Cullen Forwarded Message---- From: Ralph Anderson <savrestoration @att.net> To: Cullen Chambers <TybeeLH @bellsouth.net> Sent: Wed, August 11, 2010 4:27:21 PM Subject: Contractor Change/ Raised Cottage Cullen, Please send the city of tybee building inspection/permit department a letter informing them to change the contractor of record name to Peter Thompson. Peter was awarded the contract for the final phase of restoring the Raised Cottage. Peter H. Thompson PO Box 814 Savannah, Georgia 31402 Thanks, Ralph Savannah Restoration Phone (912) 234-1617 Fax (912) 234-1617 1 CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT O -c) 323- Location: /7&Ic el- a,,r‘19 PIN # NAME ADDRESS TELEPHONE rybfe,_,/o.mitt/3 s P d.> x 1G1 'P1/I-/t zdr.i(c3/3Ej� �, •. =poi Owner Architect �Gn or Engineer Building nir• /36.41' Contractor (Check all that apply) ❑ Repair Residential Footprint Changes V Renovation n Single Family I I Discovery ❑ Minor Addition I Duplex ❑ Demolition ❑ Substantial Addition Multi-Family Other f Commercial // Details of Project: R A/vo* `91yi r c 77 Cie ,d,c. e.- L's (,75. Estimated Cost of Construction: $ s O 4 d e tion Type (Enter appropriate number) (1) Woo,' Frame (4) Masonry (6) Other (please specify) (2) Wood : Masonry (5) Steel &Masonry (3) Brick eneer Proposed us-: Remarks: ATTACH • •OPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the followi : info i ation based on the construction drawings and site plan: #U is #Bedrooms #Bathrooms Lo Area Living space(total sq. ft.) # •ff-street parkin spaces rees located & list:, on site plan Access: Driveway (' .) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Heig .t 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 314)n4r On-site waste and debris containers will be provided by e,,./'‘,,t vi Construction debris will be disposed by Cm bf4-dzyr by means of tive.)it y?►a n t,rri4 ' 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: f*-. ���ZO1�' Signature of Applicant:(2 Wl Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone AE12_412. ..)1 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: Signature Date FEES Zoning Administrator Permit Code Enforcement Officer Inspections Lfs'� Water/Sewer Water Tap (010 Storm/Drainage Sewer Stub SAC) Inspections Aid to Const. City Manager CC'R 7000 TOTAL __Z DEFT Or RESOURCES `, 'l`p GEORGIA Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. 6- 20/a Undersigned Date Printed Name Office Use Only: Project Address: Permit Number: ( ' • • R�'rr•E • r D •I •. . • , i .411110110. • • / • III PROJECT MANUAL ' li TYBEE ISLAND HISTORICAL SOCIETY RAISED COTTAGE RELOCATION/RENOVATION 30.Meddin Drive - Tybee Island, GA 31328 May 18, 2010 • • Daniel E.Snyder,Architect, P.C. . • - • 216 East Gaston Street . Savannah, GA 31401 • • . • Q' a • '< I DANIEL, .9 1 .0,1'1 , . . ' 1, - ,„ • .4.:-:-iii." . I*• kik. .. . . E: 1 . Tybee Island Historical Sudety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 TABLE OF CONTENTS DIVISION 1 —CONTRACT DOCUMENTS 3 DIVISION 1 —GENERAL CONDITIONS 3 DIVISION 1 —GENERAL REQUIREMENTS 3 DIVISION 3—CONCRETE 6 DIVISION 4—MASONRY 7 DIVISION 5—METALS 8 DIVISION 6-WOOD AND PLASTIC 8 DIVISION 7—THERMAL AND MOISTURE PROTECTION 11 DIVISION 8—DOORS AND WINDOWS 12 DIVISION 9—FINISHES 14 DIVISION 14—CONVEYING SYSTEMS 16 DIVISION 15—MECHANICAL (See drawings) 17 DIVISION 16—ELECTRICAL (See drawings) 17 APPENDIX 1 —STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR A RESIDENTIAL OR SMALL SCALE COMMERCIAL PROJECT WITH GENERAL CONDITIONS (ATTACHED) 17 2 Tybee Island Historical Su iety, Raised Collage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 DIVISION 1 —CONTRACT DOCUMENTS Contract Documents A. Form of agreement and General Conditions: (AIA Document A105-2007, "Standard Form of Agreement Between Owner and Contractor for a Residential or Small Commercial Project,"2007 Edition, published by the American Institute of Architects.) B. Contract for Construction C. Contract Modifications and Additions to Agreement and General Conditions D. Contract Modifications during construction to include construction change directives and change orders. E. Project Manual and Specifications entitled "Project Manual, Tybee Island Historical Society, Raised Cottage Relocation/Renovation"and dated May 18, 2010. F. Drawings entitled "Tybee Island Historical Society, Raised Cottage Relocation/Renovation" and dated May 18, 2010. G. Addenda Examination of Drawings,Project Manual,Specifications and Site of Work A. The Contractor is required before submitting his proposal to visit the site of the proposed work and familiarize himself with the nature and extent of the work and any local conditions that may in any manner affect the work to be done and the equipment, materials and labor required. B. The Contractor is required to examine carefully the Drawings, Project Manual, and Specifications and Contract Documents, and to inform himself thoroughly regarding any and all conditions and requirements that may in any manner affect the work to be performed under the contract. C. Ignorance on the part of the Contractor will in no way relieve him of the obligations and responsibilities assumed under the contract. DIVISION 1 —GENERAL CONDITIONS General Conditions A. Are a part of the agreement, AIA Document A105-2007, "Standard Form of Agreement Between Owner and Contractor for a Residential or Small Commercial Project," 2007 Edition, published by the American Institute of Architects, a copy of which is attached hereto. DIVISION 1 —GENERAL REQUIREMENTS Scope of Work: A. General: a. Relocation: the cottage was moved from an area generally northeast of the ninety degree bend in Butler Avenue in the early 1920's. It has been moved again to 30 Meddin Drive, Tybee Island, Georgia. It is currently positioned over the footing locations and will be lowered on the structural piers that are identified on the drawings. The relocation and positioning of the house on its piers will be performed by others and is not a part of this work. b. Restore and renovate existing one story raised cottage to about the time period of the early 1920's. Plans call for ADA compliant access to the first floor, its primary rooms to include the bathroom. ADA compliant vertical lift is a part of this work. B. Demolition: Removal of interior and exterior contemporary finishes and the removal of any remaining current mechanical, electrical and plumbing systems. C. Restoration: Perform an inspection and analysis of the existing conditions. Existing fabric in good condition is to remain. Protect from damage during construction. Rotted, failed, deteriorated or missing fabric is to be replaced with material to match in composition, detail, dimension, stability, construction detailing and attachment. See 3 Tybee Island Historical Su,iety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 Division 06000, Wood; Division 05000, Metals; Division 07000, Waterproofing; Division 08000,Doors and Windows; Division 09000, Finishes. D. Construction duration should be less than 12 months. Historic Property A. The existing building is a significant historic structure. The rehabilitation and restoration must conform to the Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings, latest edition. By the reference made herein, that document is made a part of the Contract Documents. Copies are available from the office of the Architect. B. The following five issues from the Standards for Rehabilitation are noted for emphasis: a. The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. b. Distinctive features,finishes, and construction techniques or examples of craftsmanship that characterize a historic property shall be preserved. c. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature,the new feature shall match the old in design, color, texture, and other visual qualities and,where possible materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. d. Chemical or physical treatments, such as sandblasting, that cause damage to historic materials shall not be used. The surface cleaning of structures, if appropriate, shall be undertaken using the gentlest means possible. e. Significant archeological resources affected by a project shall be protected and preserved. If such resources must be disturbed, mitigation measures shall be undertaken. C. Preservation Briefs: In addition to the Standards for Rehabilitation, the U.S. Department of Interior, National Park Service, has published a series of preservation manuals entitled "Preservation Briefs" pertaining to specific construction techniques. By the reference made herein, these documents are made a part of the Contract Documents. Copies are available from the office of the Architect. Particular attention to be paid to the following Briefs(attached hereto): a. "No. 6 Dangers of Abrasive Cleaning to Historic Structures" b. "No. 10 Exterior Paint Problems on Historic Woodwork" c. "No. 28 Painting Historic Interiors" d. "No. 37 Appropriate Methods for Reducing Lead-Paint Hazards in Historic Housing" D. If at any time a question should arise in the field regarding the correct approach to an existing historic condition regarding the degree of salvageability, deterioration, historic significance, or possible replacement; the Architect is to be consulted prior to the execution of any additional work in this area. Review of Field Conditions: A. The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Construction Documents before commencing activities. Errors, inconsistencies or omissions discovered shall be reported to the Architect at once. Original and Former Conditions: A. Definition of Terms: a. "Original Condition"an existing condition that is part of the construction of the building from the time it was built. b. "Former Condition" an existing condition that is part of an alteration or new construction performed after the initial construction of the building. 4 Tybee Island Historical Society, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 Quality Assurance A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work. B. Architect to perform the customary Administration of the Contract as outlined in Article 4 of the"General Conditions." Allowances A. Provide within the proposed Contract Sum the assigned dollar amounts as described later in these specifications: B. See DIVISION 6-WOOD AND PLASTICS, CASEWORK Pre-Construction Conference A. Prior to construction, there shall be a pre-construction conference. B. Attendance shall include a representative from each of the following: a. Owner b. General Contractor c. Architect B. Format to follow the standard pre-construction conference as outlined in the American Institute of Architect's Handbook of Professional Practice with particular emphasis on the following a. Progress Payments b. Explanation of Chain of Command c. Communications Channels Project Walk Through A. During construction, the Contractor is to schedule a walk through of the entire Project with the Owner, Architect and Project Superintendent. The walk through is to occur at the completion of the rough-in of all utilities and prior to the installation of any interior finish. Contractor to receive Owner's and Architect's approval of all rough-ins prior to continuing. Project Closeout A. Submit final Application for Payment or Invoice identifying total adjusted Contract Sum, previous payments and balance due. B. Execute final cleaning prior to final inspection and application for payment. Remove all unused and surplus materials, trash and debris resulting from the work. C. Closeout submittals include but are not limited to: a. Operation and maintenance manuals b. Warranties c. Keys d. Spare parts e. Certificate of Occupancy f. Release of Liens DIVISION 2—SITE WORK Civil: see drawings Demolition A. See DIVISION 1,GENERAL REQUIREMENTS, Historic Property. B. Contractor to be familiar with the historical elements of the building and assure care that only those items newer than the designated restoration time period (c: 1922)are removed. Items slated for demolition that are earlier than or within the designated time period are to be turned over to the Owner.Any questions regarding the dating of materials to be removed should be reviewed with both the Owner and the Architect prior to demolition. C. Lead Based Paint: a. Contractor to be familiar with and comply with the requirements of the United States Environmental Protection Agency and the Georgia Department of 5 Tybee Island Historical SoxLety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 Natural Resources Environmental Protection Division for lead based paint abatement, to include during demolition. See DIVISION 9—FINISHES, Existing Paint Removal and Treatment. Fill A. All fill shall consist of clean, free draining sand with a maximum of 15%fines. The fill will be free of roots, clay lumps and any debris. B. All fill to be placed in 8 to 10 inch loose lifts and compacted to 95%density in accordance with ASTM-D-1557. Oyster Shell Bed A. Bed to be: a. All disturbed earth to be compacted to 90%density b. Layer of landscape fabric i. Dupont Professional Landscape Fabric or equal ii. Install per manufacturer's requirements iii. 25 year warranty c. 3" minimum of crushed oyster shells i. Shells may be any species, crushed to about the size of pea gravel ii. Provide sample for approval of Owner and Architect prior to purchase. B. Lawn Edging: a. 5" black plastic heavy weight professional grade b. UV protected c. Provide connectors for continuous straight runs DIVISION 3—CONCRETE New Concrete A. All concrete shall develop a minimum compressive strength of 4000 PSI in 28 days, unless otherwise noted. B. Concrete Materials a. Cement to conform to ASTM C150, Type 1. b. Aggregates to conform to ASTM C33 c. Water to be clean and potable. C. Mixing and placing of concrete shall be provided with consideration to weather conditions at the time of construction. For cold weather in accordance with ACI 306; for hot weather in accordance with ACI 305. D. Curing methods shall be selected by Contractor and Architect/Engineer, approved to suit weather conditions at the time of construction. E. All finishes shall be minimum class"B"tolerances, except for exposed concrete surfaces which shall meet class"A" requirements in accordance with ACI 301. F. Contractor shall investigate actual locations of underground lines and utilities before excavating. All excavations near these lines shall be carried out with extreme caution. G. Unless otherwise noted all reinforcing steel shall be deformed bars, conforming to ASTM A615, grade 60. H. Unless otherwise noted, all detailing, fabrication and placing of reinforcing steel shall conform to the manual of standard practice for detailing reinforced concrete structures ACI SP-66, latest edition. I. All bar splices shall be class C tension lap splices unless otherwise shown. Provide standard corner bars at all corners. J. Provide minimum 3"of concrete cover for reinforcing steel at all times. a. Use standard chairs for reinforcing steel when concrete is placed directly against the ground. K. Welded wire fabric shall conform to ASTM A185. a. Welded wire fabric reinforcement must lap one full mesh at side and end laps and be wired together. L. All foundation reinforcement shall be tied in place prior to placing concrete. 6 Tybee Island Historical Sui;iety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 M. Reinforcement shown shall be used as a detailing guide and reflects the minimum requirements. Provide additional re-bars as required to suit special conditions. Vapor Barrier A. 6 mil polyethylene B. Install under all slabs and where shown on the drawings DIVISION 4—MASONRY Quality Assurance A. Mason to have at least five years of masonry experience in historic structures Chimney and Brick Step A. Review paint evidence of the original chimney in the field. B. New chimney to match in all evident dimensions C. Brick: a. Red common b. Submittals: Provide sample of brick for approval D. Mortar: a. Shall conform to the proportion specifications of ASTM C270 b. Type"N" E. Miscellaneous a. Anchors: stainless steel b. Flashing: copper, combination flashing, stainless steel.All flashing that is visible to be copper. F. Installation a. Bond: running bond b. Joints: tooled concave c. Submittal: i. Contractor to run two courses below grade for approval prior to laying the balance of the chimney New Brick Walks A. Walks to match the new brick walks currently on the site. a. Brick to match b. Placement to match in all ways Reinforced Concrete Masonry Units(CMU) A. All block cells are to be grouted solid, regardless if block is scheduled to be reinforced or not. B. CMU shall conform to ASTM C90, Grade N, with a minimum compressive strength F'm =2400 PSI. C. Mortar and mortar materials shall conform to the proportion specifications of ASTM C270, Type"S". D. Horizontal wall reinforcing shall be standard, nine gauge reinforcing fabricated of steel conforming to ASTM A82 and sized to fit the wall width. Reinforcing shall be galvanized in accordance with ASTM A116, class 1 or class 3 or ASTM A153, Class B-2. Furnish prefabricated corner and tee units. E. Horizontal wall reinforcing and anchor bolts embedded in masonry shall be completely protected by mortar. F. Refer to drawings for vertical wall reinforcement and concrete fill locations. See DIVISION 2,CONCRETE. G. Vertical reinforcing to be lapped 25" (minimum)at dowels and splices. H. Concrete grout to fill voids in masonry units shall develop a minimum compressive strength F'c= 3000PSI in 28 days. Refer to concrete notes for concrete mixing and placement requirements. Concrete Aggregate will be 1/" diameter max. I. Metal accessories for use in exterior wall construction shall be hot dip galvanized after fabrication in accordance with ASTM A 153, class B-2. 7 Tybee Island Historical Suuety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 DIVISION 5—METALS Metal Handrail A. 1 '/2"Steel pipe B. Provide shop drawings C. All welds to be ground smooth D. Finish: a. Powder coat is to be the final finish of all exposed steel. b. Coordinate shop fabrication of steel components to anticipate field fabrication, and erection to prevent any field cutting, drilling, welding, etc. c. Protect finish from coating through the construction process to prevent any markings on the finish. Marked and dinged finish to be replaced. d. Powder coating to be a standard color, to be selected by Owner. Miscellaneous Metals A. Provide angles, lintels and metal accessories as required for complete installation of the work. B. All metals exposed to the weather or in high humidity locations to be hot-dipped galvanized unless otherwise noted. DIVISION 6-WOOD AND PLASTIC Existing Rough and Finish Carpentry to Remain A. Patch and repair damaged, rotted, failed or missing wood to remain, with new work to match existing in design, construction method and dimension. B. Deteriorated original features are to be repaired rather than replaced. C. Regarding patches for holes in siding and paneling, use longest boards possible and stagger joints to remove evidence of holes. Existing Interior Tongue and Groove Paneling(walls and ceiling) A. Patch and repair damaged, rotted, failed or missing paneling to remain, with new work to match existing in design, dimension and installation. a. Use care to identify paneling in its exact location b. Provide new paneling to match in each location B. All existing interior paneling to be retained in place C. New wood paneling to match a. Species: clear pine Existing Wood Floor A. Protect existing original heart pine flooring throughout construction. B. All floor work to be done by an approved floor re-finisher with a minimum five years experience. a. Approval from Owner and Architect required prior to floor finishing. C. Any floor removal for construction to be marked and identified prior to removal so that all boards are returned to their proper location. D. Relay all floor boards that have been taken up prior to construction. Using the patterns on the boards, relay in their original locations. E. Patching a. Patch only those areas of missing wood. b. Do not stagger joints into existing to hide patch. c. Do not cut existing/original wood to incorporate patch. F. Finish a. Buff entire floor b. Provide two coats of finish that matches existing in content i. Review sheen options with Owner and Architect prior to finishing. ii. Provide a sample area for review by Owner and Architect prior to finishing floors. 8 Tybee Island Historical Su..iety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 Rough Carpentry A. Lumber Materials a. Structural and Framing Lumber: No. 2 (except where noted No. 1 on plans) MGKD or better Southern Yellow Pine, maximum moisture content 19%. b. Cox Laminated columns: i. No. 1 Southern Yellow Pine ii. KDAT iii. Wolmanized pressure treated B. Pressure Treated Lumber: a. Provide pressure treated where wood is in the following locations: i. In contact with ground, concrete or masonry ii. Where exposed to weather 1. To include raw wood, painted and sealed wood 2. to include painted wood such as siding and trim iii. All of the wood from the bottom of the first floor joists of the conditioned areas of the house to and into the ground. iv. All of the wood of the porch to include the porch roof rafters. v. And where further identified on the drawings b. To meet or exceed latest EPA standards as of January 1, 2004. c. Approved manufacturer's: i. Wolmanized ii. Natural Select Wood iii. Preserve iv. NatureWood d. Pressure treated wood to be selected with consideration to its end use application. i. Wood delivered to the site shall have tags stapled to it with its end use application clearly identified. ii. No wood shall be used for any application that requires more pressure treatment than its specified use. e. Nails and screws to be stainless steel. f. Lumber to be kiln dried after treatment to moisture content of less than 19%. C. Sheathing Materials: a. Original building has no plywood sheathing i. Provide sheathing materials to match existing where missing. b. New construction (to include new roof): i. Floors: 1/4"T&G plywood "Advantek" nailed and glued to manufacturer's specifications, unless otherwise indicated. ii. Exterior walls' %2"CDX, plywood iii. Roof: 5/8" CDX, T&G plywood D. Fire Stop: provide typical balloon framing type fire stop where accessible during construction. E. Hurricane Tie downs as shown. F. Accessories a. Fasteners: hot dipped galvanized steel for exterior, high humidity and treated wood locations. b. Sill flashing: copper c. Joist hangers: hot dipped galvanized steel d. All metal accessories and fasteners to include nails, hangers, hurricane clips, etc., in contact with pressure treated wood to be stainless steel. Porch Decking A. T&G, 5/4"x 4" (nom) B. Species: clear pressure treated pine: KDAT, see Pressure Treated Lumber above. C. Back prime prior to installation D. Nails to be stainless steel 9 Tybee Island Historical SOL.iety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 Bead Board Walls and Ceiling A. To match existing of Exhibit spaces G1 and G2. B. Species: "C"or better pine Finish Carpentry and Millwork A. Painted Interior Standing and Running Trim a. All trim to conform to AWI 300 Standards: Custom Grade. b. New trim to match existing throughout. c. Species: Poplar. B. Exterior Standing and Running Trim a. All trim to conform to AWI 300 Standards: Custom Grade b. New trim to match existing in dimension, profile and installation where applicable. c. Species: clear pressure treated pine: kiln dried after treatment: see Pressure Treated Lumber above. d. Back prime all exterior wood prior to installation. See DIVISION 9—FINISHES, Paint. e. All nails in new trim to be stainless steel. Exterior Blinds A. There are two types of exterior blinds: those on the porch are the wood traditional type with operable louvers, those on the balance of the exterior of the house are composite hurricane type. B. Wood traditional blinds: a. To match the blinds on the Head Keeper's Cottage. b. Sizes and Configurations: i. Component sizes 1. blind thickness: 1 %4" 2. louvers: %4' (min)x 1 5/8" (min) 3. stiles: 2" plus rabbet 4. top rail:2" 5. bottom rail: 5'/2" 6. intermediate rails: 2 3/4" ii. All with operable louvers iii. Species: redwood iv. Provide standard copper cap for each blind v. Hardware: 1. To match hardware evidence on the existing building. 2. Show samples of all hardware for approval by Owner and Architect. vi. Any variation from these dimensions to be reviewed with Architect prior to purchase vii. Coordinate exact overall dimensions with approved window dimensions. See DIVISION 8, DOORS AND WINDOWS,Windows. c. Provide shop drawings for all variations of blinds. Architect is to approve shop drawings prior to blind construction. C. Composite type blinds a. Rated to meet hurricane impact requirements b. By New Horizon Shutters, Inc., 7259 Spa Road, North Charleston, SC, 29418. Phone: 843-830-2054. c. Style: "Deep South" d. Provide both hinged and Bermuda type as shown on the drawings. Casework A. Original casework in Exhibit Space 4 (107)to be reconstructed. B. Provide within the Contract Sum an allowance in the amount of $2,500.00 for the construction of casework. 10 Tybee Island Historical Society, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 DIVISION 7—THERMAL AND MOISTURE PROTECTION General: all thermal and moisture protection shall be installed in conformance with manufacturers' installation requirements. Discrepancies between any manufacturer's requirements and the Contract Documents shall be reviewed with the Architect and corrected by addendum prior to the submission of bids. Building Insulation A. Install thermal insulation to the following values: a. Roof/ceiling combinations: i. Icynene, Inc. ii. Closed cell insulation iii. R-30 or better b. All floors to include floor to unconditioned space below i. Batt insulation ii. Fill entire cavity c. Stud walls i. Icynene, Inc. ii. Closed cell insulation iii. Fill entire cavity of stud wall Building Wrap A. Install at all new walls B. Tyvek or equal Wood Shake Roof B. Specifications are written around"Certi-label"shakes and shingles. C. Shakes for roofs shall be"Certi-Split, Hand-split and Re-sawn Shakes." a. Number 1, Blue Label b. Premium grade, cedar c. 18" lengths d. 100% clear heartwood, 100% edge grain, no defects. e. All shakes to have Certi-Guard permanent fire retardant, Class A fire rating. f. All shakes to have Certi-Guard CCA pressure treated shakes. g. All nails to be stainless steel or as required by the CCA pressure preservative treatment company. C. Roof shakes shall be laid with a maximum weather exposure of: a. 4 %<"on the porch roof b. 5 %" on the main roof of the cottage and kitchen D. Install per"Certi-label" guidelines. a. Provide decking, ventilation, roofing felts, flashing and counter flashing, etc. as required for a complete installation. b. Install with required shake spacing. E. Provide underlayment, Grace, "Ice and Watershield" a. one complete layer under all roofing b. install all per manufacturer's requirements F. Provide minimum 40 year registered warranty with a copy for the Owner. G. Metal ridge cap, valley flashing, etc: to be copper. Accessories A. All exposed flashing, scuppers, drips, etc. to be copper. 11 Tybee Island Historical Society, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 DIVISION 8—DOORS AND WINDOWS General: A. This project being in an existing building has numerous tight clearances. Scheduled door and window dimensions are for pricing purposes. Confirm all door and window dimensions with the tolerances in the field prior to ordering. B. Provide shop drawings for all doors. Shop drawings to be approved by the Architect prior to door construction. C. Provide complete weather seal at all exterior doors. Doors A. General a. Frame to meet AWI 900 Premium Grade standards. b. Door to meet AWI 1400 Premium Grade standards. c. Provide complete weather seal on all exterior doors d. Provide shop drawings for all wood panel doors. B. Type"A"and"B" a. Lattice door b. 1x4 smooth-four-sides wood boards on 2x4 wood frame i. 1x4 at 7" o.c. being a true 31/2"wide board with a 3 %2"wide gap between boards ii. Perimeter 2x4 wood frame placed perpendicular to the lattice boards iii. Diagonal 2x4 bracing iv. 1/4"eye bolts with 1/4"diameter rod and turnbuckle diagonal bracing, both ways on door, all stainless steel. Locate turnbuckle in same location. c. All wood is pressure treated C. Type"C" a. Board on board door i. 1x6 butt joined ii. Perimeter 5/4"wood frame placed flat against door iii. Diagonal 5/4" bracing both ways iv. All nailed and glued v. Exterior face to receive additional applied trim vi. Copper cap D. Type"D" a. Board on board door i. Plywood sandwich door with 1x4 flush T&G board door both faces ii. Perimeter 1x4 within sandwich to conceal edges of plywood iii. All nailed and glued together iv. Interior face to be flush smooth v. Exterior face to receive additional applied trim b. Copper cap E. Type"E" a. Board on board door i. 1x4 beaded T&G door 1. Beaded wood to match adjacent siding ii. Perimeter 5/4"wood frame placed flat against door iii. Diagonal 5/4" bracing both ways iv. All nailed and glued v. Chamfer corners of door and frame at head:see drawings F. Type"F" a. Wood four-panel door and frame G. Type"G" a. Three panel door b. Top center panel to be safety glass 12 Tybee Island Historical ScA,Iety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 Windows A. Sliding Sash Window a. Existing sash in new frame per the details b. Secure window closed in a locked position. Glass A. Safety Glass: a. Provide tempered glass in all locations where glass is less than 18"above finished floor and in all doors and sidelights. b. Each unit shall be permanently identified by the manufacturer. The identification shall be etched or ceramic fired onto the glass and be visible when the unit is glazed. c. Shall pass the test requirements of CPSC 16CFR, Part 1201 or by comparative test shall be proven to produce at least equivalent performances. Existing Hardware A. Refurbish existing hardware to operate in like new condition. Provide missing components for a complete working set at each door. New Hardware A. Factory key and master key locks and cylinders as directed by the Owner. Furnish two keys for each lock type. B. Within thirty days after construction has begun, provide to the Owner, a "Finish Hardware Schedule," listing each category of finish hardware, type of finish and manufacturer. C. Provide the following hardware a. Door 001 i. (6) hinges: square corner, ball bearing hinges ii.. (1) dead bolt with thumb latch iii. (1) lever handle passage latch iv. (1) dummy lever handle to match v. (2) 18"cane bolts vi. (2) hook and eye catch vii. all marine grade stainless steel b. Door 002 i. (3) hinges: "T"type hinges, 14" ii. (1) hook and eye catch iii. all marine grade stainless steel c. Door 003 and 004 i. (3) hinges: square corner, ball bearing hinges ii. (1)dead bolt with thumb latch iii. (1) passage latch, lever handle iv. All marine grade stainless steel d. Doors 005, 008 and 009 i. (3) hinges: square corner, ball bearing hinges ii. (1) dead bolt with thumb latch iii. (1) lever handle passage latch iv. All marine grade stainless steel e. Doors 006 and 007 i. (3) hinges: "T"type hinges: 14" ii. (1) dead bolt with thumb latch iii. (1) lever handle passage latch f. Doors 101; 102; 105 i. Existing hardware: see above g. Door 107 i. (3) hinges: ball finial solid brass hinges, finish polished brass ii. (1)thumb lock lever handle passage set 13 Tybee Island Historical Su,lety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 iii. Door closer h. Door 108 i. (3) hinges: ball finial solid brass hinges, finish polished brass ii. (1) lever handle passage latch iii. Vertical lift locking hardware i. Door 110 i. Re-use existing hinges ii. Re-use existing hardware j. Door 111 i. (2)strap and pintel type hinges ii. (1)dead bolt with thumb latch k. Door 112 and 113 i. (3) hinges: ball finial solid brass hinges, finish: polished brass ii. (1) mortise latch: Baldwin, 6075, entrance,/emergency iii. (1)wrought brass escutcheon: Crown 3a-kc, polished brass iv. (1)wrought brass escutcheon: Crown 3a-kt, polished brass v. (2) lever handles vi. (1)type"x"swivel spindle vii. Weather strip: sheet copper weather stripping viii. Threshold: heart pine to conform with original conditions. ix. Door Bottom: Pemko 234DV, dark bronze anodized aluminum. I. Hardware listed is for pricing purposes. Coordinate with original conditions (especially thresholds). Review any discrepancies with Owner and Architect in the field prior to purchase. D. Manufacturers/Suppliers a. Baldwin Hardware Corporation, 841 Wyommising Blvd. Reading, PA 19612. Phone: 215-777-7811 b. Crown City Hardware, 1047 North Allen Avenue, Pasadena, CA 91104. Phone: 800-950-1047. c. Pemko Manufacturing Company, 5535 Distribution Drive, Memphis, TN 38141, Phone: 800-824-3018. DIVISION 9—FINISHES Wood Floors: See DIVISION 6-WOOD AND PLASTICS. Linoleum A. Marmoleum Real by Forbo Flooring Systems, 8 Mapleton Drive, Humboldt Industrial Park, Hazleton, PA 18202. Phone: 800-842-7839 B. Installer to be either a certified"Associate Mechanic" or"Master Mechanic." C. Standard color D. Adhesive installation E. Seam all joints with Forbo Real heat welding rods, color to match F. Provide necessary accessories for complete installation G. All to comply with manufacturer's installation and maintenance requirements Gypsum Board A. DensArmor Plus by G-P Gypsum Corporation B. 1/2"glass mat, water resistant, mold resistant interior wall panel C. Install and finish per manufacturer's requirements D. Surfacing coated glass mat on both face and back Existing Painted surfaces A. Most of the existing paint is lead-based paint. All work on existing lead-based paint is to comply with the guidelines set forth by the United States Environmental Protection Agency and the Georgia Department of Natural Resources Environmental Protection Division.Workers are to be adequately protected per the requirements of the Department of Labor, Occupational Safety and Health Administration's(OSHA), 29 CFR Part 1926, Lead Exposure in Construction. Painting contractor is to be completely 14 Tybee Island Historical Sc. lety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 familiar with these requirements and have a proven work history of compliance with these requirements. B. Treatment of existing paint, in preparation of repainting, is to comply with the Preservation Briefs as outlined under DIVISION 1 —GENERAL REQUIREMENTS, Historic Property, in particular Preservation Briefs 6; 10; 28; and 37. C. All existing paint treatment and removal to be performed by a painting contractor with a proven record of at least five years, working on historic buildings with lead based paint. Painting Contractor to provide a list of completed projects similar to the Second Keeper's Cottage, for review by the Owner and Architect. D. A small sample of paint in an inconspicuous place is to remain intact either by marking the area and identifying it in some way, or covering it with a metal plate. Specific areas to be identified by Owner and Architect, prior to the removal of interior wood paneling and any paint, interior or exterior. For purposes of pricing, there will be five designated areas with a small metal plate. E. Building Exterior a. For purposes of pricing, all of the existing paint is to be removed down to the bare wood. b. Paint removal is to be done in situ. c. Paint removal shall be performed in compliance with Preservation Brief 10, "Exterior Paint Problems on Historic Woodwork." Only methods outlined in that brief are approved for paint removal: i. putty knife ii. paint scraper iii. sandpaper iv. sanding block v. sanding sponge vi. orbital sander vii. belt sander(skilled operator only) viii. electric heat plate ix. electric heat gun d. Chemical Methods(solvent-based strippers, caustic strippers)are to be used only as a last resort and when approved by both the Owner and the Architect. (Note that the removal of the exterior paint of the First Assistant Keeper's Cottage was performed without chemical strippers.) e. Immediately prior to paint application, provide mildew/mold treatment to all surfaces with a solution of 1 part liquid household bleach and 3 parts warm water. Scrub mildewed areas. Allow solution to remain on the surface for 10 minutes. Rinse thoroughly with clean water and allow to dry 48 hours before painting. Painting should begin immediately thereafter. f. Fill all cracks, splits, gouges,with appropriate wood filler/sealant. Pre-prime filled areas prior to painting. g. Entire surface to be sanded to smooth, as in original condition. h. Confirm moisture content of wood prior to paint application with moisture reader. F. Building Interior a. Stable existing paint on interior surfaces is to remain. b. Paint removal and preparation shall be performed in compliance with Preservation Brief 10. Only methods outlined in that brief are approved for paint removal. Paint A. Approved manufacturers: Benjamin Moore, Sherwin Williams, Devoe and Pittsburgh Paints. Contractor to submit paint samples to Owner for prior approval or verification. B. Colors as determined by Owner. See finish schedule for limits of shellac finish and paint finishes. C. Installation: 15 Tybee Island Historical Sc. ety, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 a. Use paint and sealers only from unopened cans with approved manufacturer's label. Read and follow all label directions. b. Do not apply paint in snow, rain, fog, mist or when relative humidity exceeds 85%. c. Upon completion of the work of this section, deliver to the Owner extra stock of each color, type and gloss used. Tightly seal each container and label contents and location used. d. Back prime all exterior wood prior to installation. Prime all end-grain. e. Thoroughly prep all surfaces to receive paint. Protect and/or remove adjacent surfaces which, are pre-finished or not scheduled for paint. Do not proceed with the work of this section until all surfaces have been cleaned, defects corrected and the surfaces thoroughly prepped. f. Touch up paint as required. g. All paint work to conform to manufacturer's recommendations and will supersede paint schedule below and existing paint removal above. Use exact primer and finish coats based on manufacturer's recommendations. Review any discrepancies with Architect prior to purchase of paint. D. Paint Schedule a. Use primer and finish coats by the same manufacturer per manufacturer's recommendations. Use thinners only when recommended by the manufacturer. b. Provide mildew resistant additives per manufacturer's specifications for all exterior paint. c. Paint all contemporary roof penetrations (HVAC vents, plumbing vents, etc.) color of roofing. d. Paint all contemporary wall penetrations (exhaust vent, etc.) color of the wall. e. Paint supply grilles of HVAC system to match adjacent wall or ceiling surface. Exterior Paint Schedule Surface Prime(no. coats) Finish (no. coats) Raw Wood Oil Primer(1) Semi-gloss Finish, Vinyl Latex(2) Painted Wood Oil Primer(1) Semi-gloss Finish, Vinyl Latex(2) Wood Blinds Oil Primer(1) High Gloss Finish Ext. Oil(2) Interior Paint Schedule Surface Prime(no. of coats) Finish (no. of coats) Painted Bead Board Paneling Oil Primer(1) Semi-gloss Finish, Vinyl Latex(2) Painted Wood Trim Oil Primer(1) Semi-gloss Finish, Vinyl Latex(2) Raw Wood Trim Oil Primer(1) Semi-gloss Finish, Vinyl Latex(2) Gypsum Board Gyp Bd. Primer(1) Eggshell Finish, Vinyl Latex (2) DIVISION 11 —EQUIPMENT Attic Stair C. Space Saver Folding Stairway by Bessler stairway Company(901)-360-1900 or equal. a. 24"x54" nominal b. Install per manufacturer's requirements D. Where shown on the drawings. DIVISION 14—CONVEYING SYSTEMS Elevator: A. Elevator to be"vertical lift"type. a. 750 pound b. standard 12 square foot platform E. Must comply with ANSI/ASME A-17.1 —2007 for lifts in public places. F. Located in space identified as"Elev." 16 Tybee Island Historical Society, Raised Cottage Relocation/Renovation 30 Meddin Drive Tybee Island, GA 31328 G. All necessary accessories are to be provided for operation of lift in compliance with all applicable codes. H. Provide battery back-up for 60 minute operation during power outage I. Provide shop drawings DIVISION 15—MECHANICAL(See drawings) DIVISION 16—ELECTRICAL(See drawings) APPENDIX 1 —STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR A RESIDENTIAL OR SMALL SCALE COMMERCIAL PROJECT WITH GENERAL CONDITIONS (ATTACHED) -END OF SPECIFICATIONS- 17 4\v/4AIA mos Document A105" - 2007 U Standard Form of Agreement Between Owner and Contractor for a Residential or • -sma If Commercial Project AGREEMENT made as of the day of in the year , (In;words indicate day,:month and year) This document has important legal 'BETWEEN the Owner .. :i consequences.Consultation with Game, address`and other information) an attorney is encouraged with r.=, respect to its completion or .fi modification. State or local law may impose °r x' requirements on contracts for ;i home improvements.If this s ,7',..:f- 4'i, 4 F.� _ document will be used for Work on the Owner's residence,the rx 3, Owner should consult local arir- x authorities or an attorney to verify and the Contractor si,` requirements applicable to this g (117ame `address and other information) Agreement. T' e MKS`r' - may:. for the following Project f =. - (.Name location and detailed description) Y�'i ail Ir '-x '1-.` C,ti -VhA, r � t r ar a'�{,,, i yV 4-i iii z ,g-t "t Aa �c f �xl F4 ea iii: sP, "' ,.bt±,:• stir' a .+ kp Y },4 b x , f The Architect: ''* (Name, address and other information) ;;:fir The Owner and Contractor agree as follows. In it. MA Document A105TM—2007(formerly A105TM—1993 and A205TM—1993).Copyright©1993 and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AlA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 1 distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,a-mail The American Institute of Architects'legal counsel,copyright @aia.org. TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION DATE 3 CONTRACT SUM 4 PAYMENT 5 INSURANCE , 6 GENERAL PROVISIONS 7 OWNER: 8 CONTRACTOR. 9 ARCHITECT �f 10 CHANGES IN THE WORK 11 �r TIMEs t t1i 12 PAYMENTS AND COMPLETION 13 PROTECTION OF PERSONS AND PROPERTY • 14 :: CORRECTION OF.WORK 15 MISCELLANEOUS PROVISIONS 16 '' TERMINATION OF THE CONTRACT 17 OTHER TERMS AND CONDITIONS ARTICLE 1 -.THE CONTRACT DOCUMENTS §11 The Contractor shall complete the Work described in the Contract Documents for the Project The Contract Documents consist of 1 = this Agreement signed by the Owner and Contractor; .2 the drawings and specifications prepared by the Architect,dated ,and r ?. enumerated as follows: : Drawings: l x f�LF Specifications: 3 addenda prepared by the Architect as follows: Init. AIA Document A105TM—2007(formerly Al OVA—1993 and A205TM—1993).Copyright©1993 and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 2 distribution of this AlA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects legal counsel,copyright @aia.org. .4 written orders for changes in the Work issued after execution of this Agreement; and .5 other documents,if any,identified as follows: ARTICLE 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION =The number of calendar days available to the Contractor to substantially complete the Work is the Contract Time The date of commencement of the Work shall be the date of this Agreement unless otherwise indicated below.The _Contractor shall substantially complete the Work,no later than ( )calendar days from the date of commencement,subject to adjustment as provided in Article 10 and Article 11. (Insert the date-of commencement, if it differs from the date of this Agreement) ARTICLE 3 CONTRACT-SUM §3.1 Subject to'additions and deductions in accordance with Article 10,the Contract Sum is: • §3.2 For purposes,of payment;the Contract Sum includes the following values related to portions of the Work: (Itemize the Contract Sum among the major portions of the Work.) Portion of Work "iY Value t • _ E ' A• §,3,3 Unit prices,if any,are as follows: (Identify and state the unit price;state the quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price per Unit 41 � §3.4 Altovvances included in the Contract Sum,if any are as follows: ((Identify allowance and state exclusions, if any from the allowance price.) Item. Price §35 The Contract Sum is based upon the following alternates,if any,which are described in the Contract Documents and hereby accepted by the Owner: :(State the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) - Init. AIA Document A105Th—2007(formerly A105114-1993 and A205TM—1993).Copyright©1993 and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AlA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 3 distribution of this AlA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. §3.6 The Contract Sum shall include all items and services necessary for the proper execution and completion of the Work. ARTICLE 4 PAYMENT §4.1 Based on Contractor's Applications for Payment certified by the Architect,the Owner shall pay the Contractor,in accordance with Article 12,as follows: (Insert below timing for payments and provisions for withholding retainage, if any.) §4.2 Payments due anctunpaid under the Contract Documents shall bear interest from the date payment is due at the rate below,or in the;absencethereof, at the legal rate prevailing at the place of the Project. ARTICLE 5 INSURANCE §5.1 The:Contractor shall provide Contractor's general liability and other insurance as follows: • (Insertspecific insurancerequirements and limits.) §5.2 The Owner shall provide property insurance to cover the value of the Owner's property,including any Work • provided under this Agreement.The Contractor is entitled to receive an increase in the Contract Sum equal to the insurance proceeds'related to a loss for damage to the Work covered by the Owner's property insurance. § 5.3 The Contractor shall obtain an endorsement to its general liability insurance policy to cover the Contractor's obligations under Section 8.12. §5.4 Each party shall provide certificates of insurance showing their respective coverages prior to commencement of the Work. 1 r §5.5 Unless specifically precluded by the Owner's property insurance policy,the Owner and Contractor waive all rights against(1)each other and any of their subcontractors,suppliers,agents and employees,each of the other;and(2)the Architect,Architect's consultants and any of their agents and employees,for damages caused by fire or other causes of loss to the extent covered by property insurance or other insurance applicable to the Work. ARTICLE 6 GENERAL PROVISIONS §6.1 THE CONTRACT The Contract represents the entire and integrated agreement between the parties and supersedes prior negotiations, representations or agreements,either written or oral.The Contract may be amended or modified only by a written modification in accordance with Article 10. Init. AIA Document A105T'"—2007(formerly A105TM—1993 and A205Tm—1993).Copyright©1993 and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 4 distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright @aia.org. • §6.2 THE WORK The term"Work"means the construction and services required by the Contract Documents,and includes all other labor, materials,equipment and services provided, or to be provided,by the Contractor to fulfill the Contractor's obligations. §6.3 INTENT The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor.The Contract Documents are complementary,and what is required by one shall be as binding as if required by all. §6.4 OWNERSHIP AND USE OF ARCHITECT'S DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS Documents prepared by the Architect are instruments of the Architect's service for use solely with respect to this Project.The Architect shall retain all common law,statutory and other reserved rights,including the copyright.The Contractor,subcontractors, sub-subcontractors,and material or equipment suppliers are authorized to use and reproduce the instruments of service solely and exclusively for execution of the Work.The instruments of service may not be used for other Projects or for additions to this Project outside the scope of the Work without the specific written consent of the Architect. ARTICLE 7 OWNER §7.1 INFORMATION AND SERVICES REQUIRED OF THE OWNER §7.1.1 If requested by the Contractor,the Owner shall furnish all necessary surveys and a legal description of the site. §7.1.2 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents,the Owner shall obtain and pay for other necessary approvals,easements, assessments and charges. §7.2 OWNER'S RIGHT TO STOP THE WORK If the Contractor fails to correct Work which is not in accordance with the Contract Documents,the Owner may direct the Contractor in writing to stop the Work until the correction is made. §7.3 OWNER'S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence-and promptness, the Owner may,without prejudice to other remedies,correct such deficiencies.In such case,the Contract Sum shall be adjusted to deduct the cost of correction from payments due the Contractor. §7,4 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS §7.4.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces;"and to award separate contracts in connection with other portions of the Project. §7.4.2 The Contractor shall coordinate and cooperate with the Owner's own forces and separate contractors employed by the Owner. §7.4.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsible therefor. ARTICLE 8 CONTRACTOR -.18.1 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR §8.1.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site,become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. §8.1.2 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner.Before commencing activities,the Contractor shall(I)take field measurements and verify field conditions;(2)carefully compare this and other information known to the Contractor with the Contract Documents; and (3)promptly report errors,inconsistencies or omissions discovered to the Architect. Init. AIA Document A105Th—2007(formerly A105TM—1993 and A205TM—1993).Copyright©1993 and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 5 distribution of this AlA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright @aia.org. §8.2 CONTRACTOR'S CONSTRUCTION SCHEDULE The Contractor,promptly after being awarded the Contract,shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work. §8.3 SUPERVISION AND CONSTRUCTION PROCEDURES §8.3.1 The Contractor shall supervise and direct the Work,using the Contractor's best skill and attention.The Contractor shall be solely responsible for and have control over construction means,methods,techniques, sequences and procedures,and for coordinating all portions of the Work. §8.3.2 The Contractor, as soon as practicable after award of the Contract,shall furnish in writing to the Owner through the Architect the names of subcontractors or suppliers for each portion of the Work.The Contractor shall not contract with any subcontractor or supplier to whom the Owner or Architect have made a timely and reasonable objection. §8.4 LABOR AND MATERIALS §8.4.1 Unless otherwise provided in the Contract Documents,the Contractor shall provide and pay for labor,materials, equipment,tools,utilities,transportation,and other facilities and services necessary for proper execution and completion of the Work. §8.4.2 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract Work.The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. §8.5 WARRANTY The Contractor warrants to the Owner and Architect that: (l)materials and equipment furnished under the Contract will be new and of good quality unless otherwise required or permitted by the Contract Documents;(2)the Work will be free from defects not inherent in the quality required or permitted;and(3)the Work will conform to the requirements of the Contract Documents. §8.6 TAXES The Contractor shall pay sales,consumer,use and similar taxes that are legally required when the Contract is executed. §8.7 PERMITS,FEES AND NOTICES §8.7.1 The Contractor shall obtain and pay for the building permit and other permits and governmental fees,licenses and inspections necessary for proper execution and completion of the Work. §8.7.2 The Contractor shall comply with and give notices required by agencies having jurisdiction over the Work.If the Contractor performs Work knowing it to be contrary to applicable laws,statutes, ordinances,codes,rules and regulation's or lawful orders of public authorities,the Contractor shall assume full responsibility for such Work and shall bear the attributable costs.The Contractor shall promptly notify the Architect in writing of any known inconsistencies in the Contract Documents with such governmental laws,rules and regulations. §8.8 SUBMITTALS The Contractor shall promptly review, approve in writing and submit to the Architect Shop Drawings,Product Data, Samples and siimilar submittals required by the Contract Documents.Shop Drawings,Product Data,Samples and similar submittals are not Contract Documents. §8.9 USE OF SITE The.Contractor shall confine operations at the site to areas permitted by law,ordinances,permits,the Contract Documents and the Owner. §8.10 CUTTING AND PATCHING The Contractor shall be responsible for cutting,fitting or patching required to complete the Work or to make its parts fit together properly. §8.11 CLEANING UP The Contractor shall keep the premises and surrounding area free from accumulation of debris and trash related to the Work.At the completion of the Work,the Contractor shall remove its tools,construction equipment,machinery and surplus material; and shall properly dispose of waste materials. AIA Document A105n4—2007(formerly A105TM—1993 and A205n,—1993).Copyright©1993 and 2007 by The American Institute of Architects.All Init. rights reserved.WARNING:This AlA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 6 distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright @aia.org. §8.12 INDEMNIFICATION To the fullest extent permitted by law,the Contractor shall indemnify and hold harmless the Owner,Architect, Architect's consultants and agents and employees of any of them from and against claims,damages,losses and expenses,including but not limited to attorneys' fees,arising out of or resulting from performance of the Work, provided that such claim,damage,loss or expense is attributable to bodily injury, sickness, disease or death,or to injury to or destruction of tangible property(other than the Work itself),but only to the extent caused by the negligent acts or omissions of the Contractor,a subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable,regardless of whether or not such claim,damage,loss or expense is caused in part by a party indemnified hereunder. ARTICLE 9 ARCHITECT §9.1 The Architect will provide administration of the Contract as described in the Contract Documents.The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. §9.2 The Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the Work. §9.3 The Architect will not have control over or charge of,and will not be responsible for,construction means, methods,techniques,sequences or procedures,or for safety precautions and programs in connection with the Work, sin ce these are solely the Contractor's responsibility.The Architect will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. §9.4 Based on the Architect's observations and evaluations of the Contractor's Applications for Payment,the Architect will review and certify'the amounts due the Contractor. §9.5 The Architect has authority to reject Work that does not conform to the Contract Documents. §9.6 The Architect will promptly review and approve or take appropriate action upon Contractor's submittals,but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. §9.7 The Architect will promptly interpret and decide matters concerning performance under, and requirements of,the Contract Documents on written request from either the Owner or Contractor. §9.8 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings.When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor,will not show partiality to either and will not be liable for results of interpretations or decisions rendered in good faith. §9.9 The Architect's duties,responsibilities and limits of authority as described in the Contract Documents shall not be changed without written consent of the Owner,Contractor and Architect.Consent shall not be unreasonably withheld. ARTICLE 10 CHANGES IN THE WORK §10.1-The Owner,without invalidating the Contract, may order changes in the Work within the general scope of the Contract consisting of additions,deletions or other revisions,the Contract Sum and Contract Time being adjusted accordingly in writing.If the Owner and Contractor can not agree to a change in the Contract Sum,the Owner shall pay theContractor its actual cost plus reasonable overhead and profit. §10.2 The Architect will have authority to order minor changes in the Work not involving changes in the Contract Sum or the Contract Time and not,inconsistent with the intent of the Contract Documents.Such orders shall be in writing and shall be binding on the Owner and Contractor.The Contractor shall carry out such orders promptly. §10.3 If concealed or unknown physical conditions are encountered at the site that differ materially from those indicated in the Contract Documents or from those conditions ordinarily found to exist,the Contract Sum and Contract Time shall be subject to equitable adjustment. In it. AIA Document Al 051m—2007(formerly Al05TTM—1993 and A205Tr"—1993).Copyright©1993 and 2007 by The American Institute of Architects.All rights reserved.WARNING:This Ale Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 7 distribution of this AlA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright @aia.org. ARTICLE 11 TIME §11.1 Time limits stated in the Contract Documents are of the essence of the Contract. §11.2 If the Contractor is delayed at any time in progress of the Work by changes ordered in the Work,or by labor disputes,fire,unusual delay in deliveries,unavoidable casualties or other causes beyond the Contractor's control,the Contract Time shall be subject to equitable adjustment. ARTICLE 12 PAYMENTS AND COMPLETION §12.1 CONTRACT SUM The Contract Sum stated in the Agreement,including authorized adjustments.is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. §12.2 APPLICATIONS FOR PAYMENT §12.2.1 At least ten days before the date established for each progress payment,the Contractor shall submit to the Architect an itemized Application for Payment for Work completed in accordance with the values stated in the Agreement.Such Application shall be supported by data substantiating the Contractor's right to payment as the Owner or Architect may reasonably require.Payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work.If approved in advance by the Owner,payment may similarly be made for materials and equipment stored,and protected from damage,off the site at a location agreed upon in •writing.' §12 2.2 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment.The Contractor further warrants that upon submittal of an Application for Payment,all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall,to the best of the Contractor's knowledge,information and belief,be free and clear of liens,claims, security interests or other encumbrances adverse to the Owner's interests: §12.3 CERTIFICATES FOR PAYMENT The Architect will,within seven days after receipt of the Contractor's Application for Payment,either issue to the Owner a Certificate for Payment, with a copy to the Contractor,for such amount as the Architect determines is properly due,or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part. §12.4 PROGRESS PAYMENTS §12.4.1 After the Architect has issued a Certificate for Payment,the Owner shall make payment in the manner,provided in the Contract Documents. §12 4.2 The Contractor shall promptly pay each subcontractor and supplier,upon receipt of payment from the Owner, an amount deterrined in accordance with the terms of the applicable subcontracts and purchase orders. §12 4 3 Neither the Owner nor the Architect shall have responsibility for payments to a subcontractor or supplier. §12.4.4 A Certificate for Payment,a progress payment,or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the requirements of the Contract Documents. §12.5 SUBSTANTIAL COMPLETION §12.5.1 Substantial Completion n"is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. §:12 5 2 When the Work or designated portion thereof is substantially complete,the Architect will make an inspection to :determine whether the Work is substantially complete.When the Architect determines that the Work is substantially complete the Architect shall prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion,shall establish the responsibilities of the Owner and Contractor,and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate.Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. AIA Document A105T*'—2007(formerly A1 05T"'—1993 and A205TM—1993).Copyright©1993 and 2007 by The American Institute of Architects.All Init. rights reserved.WARNING:This AlA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 8 distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright @aia.org. §12.6 FINAL COMPLETION AND FINAL PAYMENT §12.6.1 Upon receipt of a final Application for Payment, the Architect will inspect the Work.When the Architect finds the Work acceptable and the Contract fully performed,the Architect will promptly issue a final Certificate for Payment. §12.6/Final payment shall not become due until the Contractor submits to the Architect releases and waivers of liens, and data establishing payment or satisfaction of obligations, such as receipts,claims,security interests or encumbrances arising out of the Contract. '§12t 3'Acceptance of final payment by the Contractor,a subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. ARTICLE 13 PROTECTION;OF PERSONS AND PROPERTY The Contractor shall be responsible for initiating,maintaining and supervising all safety precautions and programs, mcluding all those required-by law in connection with performance of the Contract.The Contractor shall take reasonable precautions to;prevent damage,injury or loss to employees on the Work,the Work and materials and equipment to be`incorporated therein, and other property at the site or adjacent thereto.The Contractor shall promptly } remedy datnage and loss to property caused in whole or in part by the Contractor,or by anyone for whose acts the Contractor=may be liable. .: ARTICLE 14 CORRECTION OF WORK §141 The Contractor shall promptly correct Work rejected by the Architect as failing to conform to the requirements of theCpitract Documents The Contractor shall bear the cost of correcting such rejected Work,including the costs of uncovering,replacement and additional testing. §14.2 In addition to the Contractor's other obligations including warranties under the Contract,the Contractor shall,for a period of one'year after Substantial Completion,correct work not conforming to the requirements of the Contract �`Documents: §14/If the Contractor fails to correct nonconforming Work within a reasonable time,the Owner may correct it in accordance with Section 7.3. ARTICLE 1.5 MISCELLANEOUS PROVISIONS §151'ASSIGNMENT Qf CONTRACT Neither party to.the Contract shall assign the Contract as a whole without written consent of the other. §15/TESTS AND INSPECTIONS §15Z1 At the appropriate times,the Contractor shall arrange and bear cost of tests,inspections and approvals of portions of the Work required by the Contract Documents or by laws, statutes,ordinances,codes,rules and regulations, or lawful orders of public authorities. §152.2 If the Architect requires additional testing,the Contractor shall perform those tests. §15.2.3 The Owner shall bear cost of tests,inspections or approvals that do not become requirements until after the 5ti „Contract is executed. § §15.3 GOVERNING LAW Th'e.Contract shall be governed by the law of the place where the Project is located. ARTICLE 16 TERMINATION OF THE CONTRACT 1:61 TERMINATION BY THE CONTRACTOR If the Architect fails to certify payment as provided in Section 12.3 for a period of 30 days through no fault of the Contractor,or if the Owner fails to make payment as provided in Section 12.4.1 for a period of 30 days,the Contractor nnay,upon'severi additional days' written notice to the Owner and Architect,terminate the Contract and recover from the_O.wnerpayment for Work executed including reasonable overhead and profit, and costs incurred by reason of such termination. AIA Document Al05TM—2007(formerly A105Th—1993 and A205114—1993).Copyright©1993 and 2007 by The American Institute of Architects.All Init. rights reserved.WARNING:This AlA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 9 distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. §16.2 TERMINATION BY THE OWNER FOR CAUSE §16.2.1 The Owner may terminate the Contract if the Contractor .1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the subcontractors; .3 persistently disregards laws,ordinances,or rules,regulations or orders of a public authority having jurisdiction; or .4 is otherwise guilty of substantial breach of a provision of the Contract Documents. §16.2.2 When any of the above reasons exist,the Owner, after consultation with the Architect, may without prejudice to • any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety,if any, seven days' written notice,terminate employment of the Contractor and may .1 _take possession of the site and of all materials thereon owned by the Contractor, and _ .2 finish the!Work by whatever reasonable method the Owner may deem expedient. §16.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 16.2.1,the Contractor shall not be entitled to receive further payment until the Work is finished. §16 2 4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, such excess shall be paid to the Contractor If such costs exceed the unpaid balance,the Contractor shall pay the difference to the Owner.This - 'obligation for payment shall survive termination of the Contract. §163 TERMINATION BY THE OWNER FOR CONVENIENCE The Owner may,at anytime terminate the Contract for the Owner's convenience and without cause.The Contractor shall be;entitled to receive payment for Work executed,and.costs incurred by reason of such termination,along with - =` reasonable overhead and profit on the Work not executed. 'ARTICLE 17 OTHER TERMS AND CONDITIONS (Insert any other terms or conditions below.) • - Yhfy f t Y nt f.� 5.� AIA Document Al 05n4—2007(formerly Al05TM—1993 and A205TM—1993).Copyright©1993 and 2007 by The American Institute of Architects.All Init. rights reserved.WARNING:This AIA"Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 10 distribution of this AlA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright @aia.org. This Agreement entered into as of the day and year first written above. (If required by law, insert cancellation peri)d, disclosures or other warning statements above the signatures.) OWNER CONTRACTOR (Signature) (Signature) (Printed name, title and address) (Printed name,title and address) tiy' } Y LICENSE NO. (Signature) JURISDICTION (Printed name`title and address) <, .' Sw 1.. � f � ftr h :r `I d%t M lci Fx �.,j t .}aV...ex�N Lam.. ��C do N$„x i r. K :� i t,c 1: r k.i} a'11,'71 1: X „,f CAUTION:You should sign an original AIA Contract Document,on which this text appears in RED.An original assures that changes will not be obscured. Init. AIA Document A1051'—I 2007(formerlly A105T""—1993 and A205TM—1993).Copyright©1993 and 2007 by The American Institute of Architects.All rights reserved-WARNNG:This AlA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or 1 distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,a-mail The American Institute of Architects'legal counsel,copyright @aia.org. " ICHATHAM SURVEYING SERVICES, INC. (CSSI) HAS PERFORMED AN VARIANCE " ��O AS-BUILT SURVEY OF THIS BUILDING AND RELATED APPURTANCES. EXHIBIT CONSIDERATION � �� /�t < ANY SHOWN PROPOSED FUTURE IMPROVEMENTS ARE BY OTHERS. THE y FOCUS OF THIS SURVEY IS DOCUMENTATION OF THIS NEWLY RELOCATED 6'O��O BUILDING FOR THE CITY OF TYBEE ISLAND. OTHER EXISTING OF (��1 NEWLY /�� COTTAGE 13i FEATURES AND IMPROVEMENTS EXIST BUT ARE NOT SHOWN ON THIS ENCROACHMENT STEPS i ��! A ��" f�'��T SURVEY. THIS SURVEY CAN NOT BE ALTERED OR AMENDED, NOR ����.e_ INCORPORATED IN WHOLE OR PART, WITHOUT THE EXPRESSED WRITTEN S 82�23'14" E ----*- 20' LANE 466.32' F PERMISSION OF CHATHAM SURVEYING SERVICES, INC, THE ZYB LIGHT HOUSE CURRENT 4-0001-13-010 ERROR OF CLOSURE 1 / INFINITY (PLA ) LOCATED O N A 5 ACRE TRACT I N FORT SCREVEN R E V E ` V AR D ) ANGULAR ERROR: 0" PER POINT TOTAL AREA " 4.9977 ACRES (217,701 s.f.) 000 i0 METHOD OF ADJUSTMENT: NOT ADJUSTED TE PLANEn EQUIPMENT USED SOKKIA SET 4110 TOTAL STATION ��, nRG��A S�� NAD 2983) i, CURRENTLY KNOWN A S 3 0 M E D D I N DRIVE ���� (�� CO EAST Z���'n - 'II ` REFERENCES: PLAT OF TYBEE ISLAND LIGHTHOUSE COMPLEX (�� ��� o BY BERT BARRETT, JR. LAND SURVEYING, P.C. TYBEE I LAND} CHATHAM COUNTY} GEORGIA 2 a� zz El 0 " CO DATED JULY 27, 2006 DB 242-T PAGE 095 ���� O NGS DATA SHEET FOR USGS DISK TIDAL 6 STA 1 C2 ��Q �� IN ACCORDANCE WITH F. I .R.M. MAP NO, 13051CO213 F, INDEX DATED HISTORICAL SEPTEMBER 26, 2008, THIS PROPERTY THE T Y ISLAND SOCIETY} INC ,C DOES LIE WITHIN A DESIGNATED FLOOD HAZARD AREA. (ZONE AE ELEV 12) (NAND 1988) got ELEVATIONS ARE NAND 1988. VERTICAL CONTROL IS USGS DISK TIDAL 6 STA 1 it' s w [=] (P.I .D, CKO 653) LOCATED IN THE WESTERN WALL OF THE TYBEE LIGHT HOUSE. DATE OF EXHIBIT: 20 10_0 20 40 MAY 31, 2011 to COORDINATES ARE GEORGIA STATE PLANE <NAD 1983) AND ARE TAKEN FROM d- THE REFERENCED SURVEY BY BERT BARRETT, JR, LAND SURVEYING, P,C. . .D SHOWN PROPERTYLINE BEARINGS ARE BASED ON SAME. SCALE 1" = 20 FT M h it)RELOCATED . 00 cn z COTTAGE vD IN MY OPINION, THIS IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND 466.32' N 82�23'14" V REQUIREMENTS OF GEORGIA LAW. o R l JAMES M . KEATON 1g4cf'we9s1 G��,STe��, -q GaRegNo2743% d No, 2 143 z INSET TO SHOW BOUNDARY ����l `9y AO CHATHAM SURVEYING SERVICES, I NC. OF LIGHT HOUSE TRACT ���� s 5��������P��c� Q.a, BOX 61649 M k SAVANNAH, GEORGIA 31420 912-303-0302 100 50 0 100 200 SCALE 111 = 100 FT MEDDIN DRIVE 35' Riut . y V Y, " V V La,-. D7 y>Y.. . ins S " (U VV " ... vR .Y p " G �� k. :cg ..v " y" . ONE z. . DISK appE r�RY `�� ��D S 07�36'46" W --+�% i i sri\FRAM ��--... -- FOUND E. 4" wk 466 85 ��Nc teote4 0ii v4 >I!!IIIII.II, 'I`I,I`I`I`I,l,!`!`Iljjjjj`j,I,I,I��.,!`I,,��I,hI,I,I,I,!`!,I`I,I,I,.,I, up t�� l0 -Avo IIIH�� .... IIII (11 s��rt��rf&'��f&t'rtif&�� ��N Yy V' 3 ��� IIIII/ IIII ,7......._7144141,<�� vI111s IIII , ��sw��rtr��r�� y v yy_ . `gi _ ...01%--....01000.0 _.... -1____ ...��.��. ...�� 20 BUILDING SETBACK trf&rf&rrrr TWO STORY !.I��1��' i��:f&f&rf&`��f&`'��`���� ry LOTS i-4, BLOCK z2 IIIII ����rtr`i`i������ >����,,, W.!��I,I,Il1" .; FRAME BUILDING "*.0 ��if&tif&f&%�%r v -v sr. v vv ." � 111111 /III .VY 11 11  I, 'f&ta! - S " '_ :v :. cx ORT SCREVEN WARD AND ����`"�� i��`!`i ��:f&ti PORTION OF A STREET r/r4 IMIA MVAA .trb .." v . aCK 4-0001-13-009 tie's" �������� .trt. SECOND STORY v v BC :1.1oo, :1+11: ;.i'r'; I WALL LINE t ....Y v CAR4GE NOW OR FORMERLYPATRICIA R. ROMANS ,I,,,,,I,I, ����I��I��I�� ,rNt p�� �%IIIII. ,���� ����.ilIII, ` : : L-.r.yIIIIIII i.) ,,,,,,,,, CIZI��I��I��I��I��I��I��II it��f&V q`rV i IIIIa ��,I,I,I,I,I,I,I`I ,>����q) IIIIIII��/ rtr, / "MIA ���������������� itiif&`i � 4 itt������ IIIIIIII, f&rV6- `.v . ` >IlIIIt �%�%�%�%�%" �%�� litf&it4 � ` 1��������S IIIIIII," .%r;, \ - _ 3 ((U iIIIII, %%S%�� ��,4...t` .. - . ����... IIIIIIa v. � ���������� IIIII OA *$*t \IIIII (it N CO !,-,I,I,I,I,I,I,I,LI,1,41,I,I,I,I,It1,I,��,I,1I' t" tr 4  t viii���� ;OP Q'NE STORY v ��I' viii rtrf& WOODEN FRAME tk L7 ;*. itrt" GROUND FLO:R �������� rVf& WALL LINE ;��I��I -%-, BUILDING w vii�% ON PIERS A N ll. L7 Z H A H J D PI . O j : i /gyp=C / t. j� �°\ aS-b 0 Q 0 4 °'��'�� F AS -° BUILT U V Y F A N WLY EL A f I� COTTAGE f • I X AT THE TYRE LIGHT HOUSE • ONE STORY '. • x FRAME • . . • BUILDING x• ...1 x �o LOCATED ON A ACRE TRACT IN FORT C V N WARD • �,�•• I - 70 k . via x X i .�1 FRAME BUILDING I q in l' CURRENTLY KNOWN AS, 30 M DDIN + IVY `o REST ROOMS x Z 1 Fl --1 ;'' %.'* It j x z3> TY E ISLAND, CHAT -IA COUNTY EO GIA ti t t. .♦1 �►�11 v1 .� I x -� ,i .f, ,. F 0 R •�`�� x---x--x---x—x---x- Z � x—x x---- 4��■ x ---x--x -x -x- -x--x __x—x--x--x--x—x---x—x`_"x_ W _x--it x _x_--x_ x �` THE TYBEE ISLAND H T T® ` CAL. t T °T°Y INC , • x____x—x---x—x--x--x--x x x'x—x,x x x ELECTRIC y _�X-^^x x----x T t 3' WOODEN PICKET FENCE SERVICE o PEDESTAL X FIELD SURVEY: \ I 10 05 0 10 20 • "�. ��� MAY 21°-2,3, 2 011 x CLEANOUT SCALE 1" 10 FT MAY 24,DATE: 1 •\ . I x I . 0 4 a , i I x �`j a. x E� \ i \ \4 .3%- �� ■� Q S 82°23'14" E .. . —.. 20' LAN 466,32` 1 x , .♦%A .. \ nt, , / \ 4 %ice °`�'° i I v`° \ O. Ti.V. . %. �i; W \ ... t.♦�♦ **tit ° t ' 0 r-.0 . I F• \ ....„ 16,_ ihn,,,,,,,,,,,„-....- ..winrop.""vlimipP-VIIIIMPIP-1111,11T4P'1911MIMIVIPIP- 1111\ ''��%:�ii*iAi%� t'iiSti��:��i�s��li�s�1_���'%r,�14, QX 1 LLI \ ' :ass* 28.65' �, . x ♦ �%t 5 C•8,40 8.16 GROUND FLOOR <t • �♦1�1 # 8.18 WALL LINE 4% S CO SECOND STORY `' ,J I WALL LINE '' �1♦� `V `( ° to• co e. RELOCATED • x `. �,i11Ij� >� . . COTTAGE 1 GROUND FLOOR 1S ♦ �, x STORWMATER SHOWN ELEVATIONS ARE STORAGE ROOM 1: _� \h`,), i MANAGEMENT Si NAVD 1988. ADDING A FACTOR \ w < + BERM ► W .. ,`♦�+,♦y♦t 01 466,32' -�--- N 82°23'14" W t ! OF 0,97 WILL CONVERT THESE • �� ` <! '�►s11 � ELEVATIONS TO NGVD 1929 ■ , . .. '% I � t.co \ WATER z , \ GROUND FLOOR 4 + J<c `•�0%' r. ,� METER z STORAGE ROOM ` a t $ �: x A•ROWER , I�1♦ow .AO Jt la x 7.6f 826 7.72 t¢ ' �o ''% w s J i \ a � � ,� , ��� INSET TO SHOW BOUNDARY x > RE ONE STORY o rI4 OF LIGHT HOUSE TRACT ` l Ranh \ WME ( o� ; SANITARY BUILDING L. ON PIERS �_� a? CLEANOUT STEPS ENCROACH 100 50 100 2.00 • �:LEVATO' •t< INTO BUILDING -0 i ,, \ ((( I 1 \- I t SETBACK 4.7 x I { \ 1 .L. . SCALE 1" 100 FT I 1 _. !t x t \ I 1 \ ., ,n)D\ .4/ I '+ x < • x 7.77 ► FLOOR\ ' 2' WOOD POST ---41/01-.11 SHALLOW V C' \ WELL 8.28 7.71 �X , L j L FOR CABLE { 28,61' FENCE x a < \ ' \ CHATHAM SURVEYING SERVICES, INC. <CSSI> HAS PERFORMED AN < x AS-BUILT SURVEY OF THIS BUILDING AND RELATED APPURTANCES. x < I ANY SHOWN PROPOSED FUTURE IMPROVEMENTS ARE BY OTHERS. THE FOCUS OF THIS SURVEY IS DOCUMENTATION OF THIS NEWLY RELOCATED \ ' <I 1 BUILDING FOR THE CITY OF TYBEE ISLAND. OTHER EXISTING x FEATURES AND IMPROVEMENTS EXIST BUT ARE NOT SHOWN ON THIS \1 \ SURVEY, THIS SURVEY CAN NOT BE ALTERED OR AMENDED, NOR INCORPORATED IN WHOLE OR PART, WITHOUT THE EXPRESSED WRITTEN x \ PERMISSION OF CHATHAM SURVEYING SERVICES, INC. t \ I \ a x `• < : << + <,i + < t , • < r ' CURRENT P.E.N. 4-0001-13-010 \ \ \ \ 8.00 <I < < , :� t. .' F. < t . < < • 10' BUILDING SETBACK . <t c <i < •c • < ' t < i _ < < t < t r i < <t < ERROR OF CLOSURE 1 INFINITY (PLAT) ---�-... , < t c I •<t < � {� S +H t:<L4 { D I. V. E. W A Y/ < +. < ANGULAR ERROR: 0" PER POINT' ___ aoa , ' < < ' < t< / ' TOTAL AREA : 4.9977 ACRES (217,701 s.f.}1._____. . < t. <. <, < , , z< METHOD OF ADJUSTMENT: NOT ADJUSTED• s,20 --- 808 { i<,< <: < <i. <' < !< t < : t <• I + < EQUIPMENT USED SOKKIA SET 4110 TOTAL STATION• L , -. •_. _ •— — 8.20 < 1 t i< j { , �. < • X � • t .I 7.94 ----- 8.37 — ig 4` CHAIN LINK FENCE DISK REFERENCES: PLAT OF TYBEE ISLAND LIGHTHOUSE COMPLEX x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x=x—x—x=—x—x—x—x—x—x x—x—x—x—x—x—x—x—x—x—x— . x—x—x—x—x—x—x—x—x----x- ,ir FOUND BY BERT BARRE!I, JR. LAND SURVEYING, P.C. _ . __..,.... . ,- ___.._. OHP 6 xi`.. ___ _•—x� — . DATED JULY 27, 200 _ D8 242-T PAGE 095 466,32' ".' N 82°23'14" W /I\ UHP 4' OHAIN LINK FENCE NGS DATA SHEET FOR USGS DISK TIDAL 6 STA 1 x IN ACCORDANCE WITH F.I.R,M, / X. MAP NO, 1305100213 F, INDEX DATED , \ } SEPTEMBER 26, 2008, THIS PROPERTY 2 x DOES LIE WITHIN A DESIGNATED FLOOD/ \ Q HAZARD AREA. (ZONE AE ELEV 12) (NAVD 1988) BLOCK \ 1 1 GAf�gGE x ❑ I ELEVATIONS ARE NAVD 1988. VERTICAL CONTROL IS USGS DISK TIDAL 6 STA 1 -n (P, I .D. CKO 653) LOCATED IN THE WESTERN WALL OF THE TYBEE LIGHT HOUSE. ' COORDINATES ARE GEORGIA STATE PLANE (NAD 1983) AND ARE TAKEN FROM ( THE REFERENCED SURVEY BY BERT BARRETT, JR. LAND SURVEYING, P.C. . !x( SHOWN PROPERTYLINE BEARINGS ARE BASED ON SAME. x LOTS 1-4, BLOCK 22 FORT SCREVEN WARD AND A IN MY OPINION, THIS IS A CORRECT REPRESENTATION PORTION OF A STREET \\ 4-0001-13-009 OF THE LAND PLATTED AND HAS BEEN PREPARED IN NOW OR FORMERLYPATRICIA R. HOMANS CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF GEORGIA LAW. . bJ > R JAMES M , KEATON • a^-t C9 SUS S T:4,11� Ga. Reg. No, 2743 . 4, \y`` Q= No. 2743 ; �� 14,14',O� Q. M■` e...... sue. i ��� ran y (, o� : CHATHAM SURVEYING SERV T CES, I NC. R t� •Y4, 4, s uR��� �0 P.O. BOX 61649 • Z �g M. it�� SAVANNAH, GEORGIA 31420• 912-303-0302 iI 1 I AS — BUILT SURVEY OF A NEWLY RELOCATED COTTAGE ill • I x AT THE TYBEE LIGHT HOUSE ONE STORY FRAME X BUILDING 4 *A . • I x `"�' LOCATED ON A 5 ACRE TRACT IN FORT SCREVEN WARD • 1S`�` FRAME BUILDING x ♦f REST ROOMS GI • 1 = x CURRENTLY KNOWN AS 30 MEDDIN DRIVE ' x „ 4Ei - :�� I i 2 TYBEE ISLAND, CHATHAM COUNTY, GEORG 'A th �T —x---x -x -x_-.._x—x—x—x •x—x—x—x-----x --x—x—x—x—x—x—x—x--x—x—x____x—x---x- c} Z i/i�� �►3 x �`� THE TYBEE ISLAND HISTORICAL SOCIETY INC, as.6�:1� �_x---x--x•x-""'x.__-x_- x_x_�x_x_x_�.-x x X-X- _x'x-._x_--x.--_x x x 3' WOODEN PICKET FENCE 0 EIECTRiC d I I 10 05 0 10 20 FIELD SURVEY: x MAY 2123, 2011 x CLEAOUT SCALE 1” p 10 FT- PLAT DATE: N MAY 24, 2011 \ , x \ •♦' UPDATED NE 09N2011GRADING: x it w \ ■%4 414 -40 \ 14% `♦♦�� `y• X N ,il'` \: o;:\1 mitt`it 1. o 0A 1 S 82°23'14" E — 20' LANE 466.32' F it♦i x . \x lt% -+�♦j�Vika 3 \ • Cn , ♦n co X ,*t1 t; !`•tt" 4s;♦ Ii* o�r' _ o t **tk 3 .�`tA � tti .. • :0- :t. . X r \ *es rt ,. 4����♦♦♦���♦3 t��♦♦♦ttt ♦♦t��`♦♦♦fit♦♦♦♦t�♦♦4t�♦♦♦tt♦♦♦� 0 0 I/' C-2 • 1 .,Ott; • ,:z ii= F 1 TYBEE ISLAND HISTORICAL SOCIETY RAISED COTTAGE RELOCATION/RENOVATION . ..,. . , ...... . ' . . . , . . . . • 30 MEDDIN DRIVE, TYBEE ISLAND, GEORGIA 31328 ' ; ti�` ... . ., ..., •c} 7 sf' ' t", -i s.,.. is M ay I 8 2010 ,{ , J - aa` ads . ........ Revised: 47 . , -, .,7- Daniel E. Snyder f ' ; , , t '. . . . Architect, P. C. ��f :,:._-',,:,,,,-,',11=2:, Eve,,,y a a.s beQn n ce �a den , . �"' t/� CiCCCsT?a� } °r c i?a CT? ?':S �i1' v Cd _+�' *• i�a 216 E. Gaston Street , L ti...J 4 ' I' 3 3'C171CI`)Ca c __ it^ �Q.,SG1€^ ° r1;.GLlal �. .. +► '?r Savannah, GA 31401 .©ANTE . 7 a • Gfl v�� c^. Vim: G;.%?ne r,. .G2X O? SSG c S2 @y�..•' %; f f, .. < p o . S ai O.'2 Iii es The \ .,r.. , . tf a, v�ev. Ana maca�._ nab be construed ~o-;. °- tei: 912 . 238 . 0410 : _ r;.. ^�! /*".. t aS c`2 1'I YY211iy flx Uol�TitA6. _<=:k xu -.. , _; - .`' 1 fog 9 1 2 2 3 8 5 5 2 9 r-� � �� �� �:_ f - . illb .... .t smolt. anyderpcoberrsauth.net �'/ �C�iT N„' ,r ` .. ' , 1 2-1 gv aw ■ ^4'J,.r !'1 ... • - �G �� t-Yi4<•' ;z.t n;'A. ,-.. t-"k>i t3-. ? s"x Smith and VandenBulck, LLC. . . 5 Oglethorpe Prof. Blvd. Ste. 9 30 R i g r. #., � Savannah, GA 31406 t � 3 ` (912) 354-5249 q 3 � . ti 3 ■ ■ ■ N 7' - ± i !.. ,E a ....._ :.,,:}�' :.t•.; , t �F p f s y �' K i J ran Inc.Maupin En nee _�=. au .3 �3 T p 9 , 4 P.O. Box 30685 i = t� _ s Savannah, GA 39490 . A : _ ;h. (912) 667-7757 iT .;,. - `y' = ' :.,s t`i: -4 r H n En Engineering Co � ��-�... �. , .: . : .. � Thomas and Hutton � ��- 9 . �; 50 Park of Commerce Way - P.O. BOX 2727 i. Fi :, t, It '--.,':.,,,:::1':..:.::::::::::,.''.*:: Fi-. �'..-- t::.S p!„?} [ _ Savannah, GA 31402 � �. _., t t r. �.-- tit .3 Ji '' ��,- _ . 4 (912) 234 530 k 2 t. S�� p 4Tk£ se ,+ z { :...:1:::::.„. ll; F `_z , ,5 R S I�, t �a ':,_ry. �+ <A„- fit{:.L _TR T RA .:.CIVIL S UC U :.:�, :-� � n ry..,PLAN L F NDATION DESIGN � � rx cil �: r..,:� � �a•. � �� t�� _C1 EXISTING CONDITIONS S1 STRUCTURA OU t .{ .� = F.�s -.3.� �Y_.� �� t:_. not. -tt ,,,: t ,t: > .. .y 6 . � i xFx + - [[((�l,., .r TtA .': ,.. i . a .:; ,-`.•�, = it ��� �ry� k ,� .�iivJ ..'.re>. 4�� i-` :u.fS 11!Wla : 41. ..- yx� ,i� .� r• • �'* :s�fi �.kx �� +� fir.Y:. C2 DEVELOPMENT PLAN S100 STRUCTURAL DIAGRAM tom, t {•_ 'F 4.{�MZ��r. 3�x 'r ��.�3w.� ; i � '�$ = ��r ; `:5 '>',.Ss� �2�v. X •i 4 r Ink e. •�F •'z 4t { ? i!Z„y x 2 .{, TyY v ARCHITECTURAL ELECTRICAL - MECHANICAL - PLUMBING • • A100 FOUNDATION PLAN, GROUND FLOOR PLAN, AND SCHEDULES PE1 .1 SITE PLANS A101 FIRST FLOOR PLAN, ROOF PLAN, AND SCHEDULES P1 .1 FLOOR PLANS PLUMBING WASTE AND FIRE SPRINKLERS A200 ELEVATIONS P1 .2 FLOOR PLANS PLUMBING WATERst . ufr -z._ A500 DETAILS M1 .1 FLOOR PLANS HVAC • A501 BUILDING SECTION AND DETAILS E1 .1 FLOOR PLANS POWER AND LIGHTING yli3'1 X31 1 ' izer y try a zone B P _ ;3,i;� .{ i?"{�� i�;l d�`3i y13L: is i�4C �il� (1. J, �P.!^it” c„,-„,s�7ii°..'Ft : P 4$” ..-:..6:itit. t4 to 2 i �`,aj nri fi;l ., . 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Vind -a., j�=•4..s. �` i; ....r�:.a is C:g*.to : '.-,' <Y :;�'�{_ ,. ;„.-1 ._iii>. iY1IS iE �( F+l y.ii:=_'f_°:: € YFl.i, '.Li ,;-..tic {?(1�'1t'_` C� C' }Ili _,} ill , „:-,.a tit? jl;G'.':i t. €'s u.._ ief ;l s _ p; Vii'” su10raa �} J�,�_ i Z F� ..-:i iii tY Stb£✓�� >f n.\.'1. j.,.,..- ,C•sB-iF '"..1E !�tvL� ery Y4 ,.l vyq r-< As`A •. ;`^!•�! �'t t'' , C= f�f:: S`.,-.i� .%i'.�.-i, ,...v�.L..r:J..-..t g1�15�ltl����a�Sll-`:a Ce'}.s at..s i�la:: a�t:� .v ..?:.; This structure is ieUtilleC, to i�t:^CL the provisions e -iii{ . 30, Handicapped Persons, Official Code of Georgia Annotated. Aii X 6' x A' a! -I"8.41 IN `,i•• • • �7 m X g X qr. ( FRAME 2' WOOD PCT \ : x g'� X ,6 x Za"' x e�h t BUILDING -�8 -g� FDR CABLE - FENCE ^4-,: FF = 92 �.• _ 1 t •1'8,71 .�„ 8$9 PI 3' WOOTEN FENCE ti►.ti� �` -tom +^' -- .7..e..7.-.7 i rt;r' I ll r! %_■ C TYPICAL ) ---c-"' C "`'C +t.t3 rtt'- +t"�►111�t•';�{ttt�.�t` ".tt, t;ft' 8,59 A/C D$,H•87 ,...m97- 1.941 X X x--x 1,....„ . x thr. ^�i t..•1 t.C,:.-11011.+,..ttr Itlf thritt"'++•,1, ttf.)q. •' x 23' Pj M 0 q \ X2• "- .,,ttt. t. _ti.�ti..._t...ti.•.-,?3C� / \ 8919 GUY WIRES :- MP t 74 Al)�13' PALM \ ';t, 8.69 _ - / `�, x---•x----n= -._r Al q jt.ti oaf k ,- ~ ha -INC*, --9-- / 9.22 :92 0 / x q� --- --s,9-2 0,, 94 `"��`_ X oZ X 6.43 x X o 1°~ 1- I i -:. / '' a �, X - d• ''c ++ o rn «•t \.,./ '.% . ' . // .-x °j' f �*rt Z q�X 9.38 9.06 ,� tS \ POWER AND x �-"r ''. - tF \\ Q} U Q� N S f :wit%' x qg / \ TELEPHONE L $� I r ✓ 853 �4 c� 5 d 3 r`" of ( �} `^ -t•.t�j L1s° -�} \ GO-i DERGR t1 E !f �---- f 1 {4` (� co Q t[) O 1 / ,ti'�.j' FIG TREE t / Zp �C * c m I I / \._ COVERED r'� \ / q n. 3 75 'm 1 _I j / FLAG POLE - (ir ,d' --- 9.95 9.72 PORCH 9,57 9'79x >• ' 9,39 14 -\ r� x ESSIDVA,. t ! x N Cl) 0 `Qn ao a / AND SHIP BELL '�y^i�' -r-- -----10--- 20.07 993 \`r 'r' _'-\,�/ \`_ \ q / +` t4`t //7; Q �` N N a x $a1 3Ix a t r1;1.7...,,A I . till.. 1 10.79 •• 0 / t r U (9 m C7 -�• E- W X °A h eF tt tt• Ste.' x O`;' 1033 ONE STORY SPR , SPR A. l'4t' � f D ,�.� V tIS N �` x q X O tt ,,t 1t 0 SHRUB 2 ly 'ti TWO STORY - 10 a6 -9- // v N }3• PALM I / - i�t 3:r; GMT x 1°k ��;v't 1049 \ q /X 97 ` 0 •E t ;, 1t••.t r. 1 t, FRAME BUILDING _ (� aC �7� I t ttt tit�\ 3511 -.1111 - FF = 14.4 10.34 FF • 13.1 "' _11- -, x 3 1 * to () W• 8.17 j t 1104 1t1jt�i�•\ SHR69 ttifl� 10,76 do r1S�$ RAIL Rttlo.a °' -, x q. Q tt'� s,. > "' o \ 1 � =T' tt ;:i t - x vSTtE `� LEVEL i! E&S CERT• �] Q N 2 m Cs t t `� ,NE STORY 1 �� x\ "tt"h \ -�" MASOiRY PLANTER '��, I } -3;1=:II i, .'.. Buunlr� / il. \ t© _ q #21051 EXP: 14 f 31/12 1 t :.58 :0,93 11,12 ,_ x c 10.66 / EL .95 \ \ '\ Q 1 1 I �'. ``1,"111'.!.\ '1.:Cr 54:.'''59FF = 12.1 Q J �bI 1 tttti�1i'+:,siit' ��i j• ` 11.11 COVERED •11.25 / \\ l i 2 1 t, x `� air' 'lb \ 4 ''�,�' t Aar • x �, X ti`3\ 2' VOID POST a 1 �¢ ( q' X x a x 1ti .' 1"'1.11 t Slt i.o •Zq 11 1Lii n,. 13.@� 8c 5 0°' 't�'` ,,}•S` -21- x o FOR CABLE X '�• x f ti - 1' sIt t"'. 3 1 X ',' f"� SIGN a�=5%1.11'11. SIi.1`$+� E 6 tiff •x �ti x �y • ,19 FENCE O ,.t.1t og 11L 3Y1L� x O . ,---,- -- , TR 1150 \ 3 G Z J 61 1 t"tt'i 1t+� 11› x p1 ySaq 131 03 ,.....� i�ii�i�i�i�����iii�>�i X or!' 10 BENCHMAK J r' saNrrARY ,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,, \ \ X q• USGS DISC 'TIDAL 6 STA 1' I ,' SPR 'Lli,:tt.►,i MANOLE / `�iw 15,59;5, 5 I SEWER /` i 111 . . ,, .tt+ttt0 / d, r�i. 12.21 ,i��' l = • 11-.11-.j �-i�i�i�iti�i�i�% ;iii r•i 12` PAL l ELEMATIN - 15.29 MSL I �� f i :4 1:-'trey. # !► �f's��':�i�i�i�i�i�i�i�i�i: 1 , l I ,..,!..7.9,55 1 11.85 i."-,1 `i�i�i2taa?iaa�i?i�.. iii. (NGVD 1929) I i tt`Ft1..�s1.. • CREPE MYRfi ,,,,*• , \ HISTORICAL . (0a` l 'tt4•eoAA,•i4 CREPE MYR CREPE MYET1t� SIGN j j�j� '��, , ♦10.528 MARKER 04 x 1• X ��O X q�g x�q2 ��, ll.t A X111111~"Lt��l�"t►t X 1�CREPE 110lFii9LE X X x X 11.23 X • f. ; ;2 12,19 TWO STORY n ::.�i� 4 \ q 4 11.25 x 1`'" t11�' �y, ' 13 •16 •tit° �''1 :. y<.� �' �, FRAME Bi1ILDIt�i ac - \ 4 \ I UGHTNItiG� !NlSDNRY - use �' ,' . ,�•. �,�',',' °< 'Ai9.77 9.29 • LIGHT �.' 1118 11901 7 1181 1189 " y i1i�i�f� 1, FF = 16 3 s -, iti'r`� 9.84 9.29 1 , I / R1- 1127 HOUSE 1187 eek� �i� � �1. .': .3' :03 \ •SHRUB X 2 :5c 0q { -1.z x 'tip f' X� � ♦ e \ *SHRUB/F{ 12.17 11.85 y - _- �. 1 ����1:2.25 �` !SHRUB ((( \ 8.86 I FF = 12.4 1 1g1 i�■i� vo iii 1 10.67 \ 9.54 x .. ',-:. ".;;:0:% I °< IN IQ\ ! , 1 82 CREPE MYRTLE t ..4.400015.12%1111 c J I1 CREPE MYRTLE, t l\ l J i IE,23 CREPE MYRTLE CREPE MYRTLE l • ' N.\GUY WIRES y x 1 12:9 /_ , , �,�v ,�,t J F x 11.1 \ X q11 1 O� 2 1158 11.94 11.82 t ` :�i��,�;�`,,,`�`,`;1F`i;,`,,;;;,,`,`;�1�;�� `. Ai J \ Q # �✓44 l ��° 11.99 12'141• x . x 112 \ X14 jr \ \ ___ r 9.83 U •�, 0 Ill \\ x � X x 9,L-12-- x 11�q x 1Y'11 I •i'• 14.-14.Z 9•� t�\- x .010 �'.-i ATER 0 'i'�• n CO 1 \ y 11.93 SHRUBS 11681*-BACK Fliuw x ve 11 3i • ♦ • • • ♦ I PRE1/EN'[£R 94 Z 4? �+tj R�j 1 rl SPR. kz .+ 1 h CO �� 1 \ 11.58 cc , + , •iL75 FIRE IN VAULT 9166 (� e� r"\ L75 COVEC l 1 l \ t li e !t -N, N/F l 1 Z 11.1 F. co rs 4 ' 10P x A. x 1 x 060 I X q� x 10�° 15 PALM y N. 9 1190 \ US COAST GUARD l / 0 Q Q N in4i.\\ \ \\ 4416.77 X ~ \X 11 x .ti1p X .t1.~ DNE STORY v Rh x ,tiy2 c1 \ l Z �- G� \ BUB DING x 1ti 6s X FLAG OO IRRIt ¢JA" FRAME 4S x 1V >x Q Z 00 •U \ lb VALVE •j J � _ p a.•1 FF = 136 PALE t 10 ( Z ' \ " /N 14.68 Q \ 1� O I FtQp`4 rt •yjj�+{i LL '� O co \ \ },�12' PALM F{�17 ;.�, 4%PALM f�Y t 30 I SIGN t; tm x ,o° PLC :,�tj/ty O .� \ +!r�3 4 �\ nv j` 'I I::'�11.17 iU 1 IRRIGATION $URcP ��J 13 PALM •t'FI0.30 III, V ;' Q ;,,.,,.;. \ 89 VALVES CONTROL VLV \ A/C PR 50' r- mar 1 !JX s\ 9 i 4 \ f k S !J�'1011 120.89 0 1.h ... 1111.,...�l�1 \ s {lid x 1• o 2 1 e. L�7 6\ I1 q• x o�\ 1 nom' Z o lf� b W e tot j V J j� W V! y P 1 �� g f x q \ v ••'•::�:::.. ••:1,111 .• 1 I � 1111.., ...:::.....- 11.77 X S 171, Ce N 7 1 iL $ �:3� ( I 1 \ t � l /0� x °? 1 H. 1.38 N x O ,,/ \ 1 1 \ / 11.3RAME BUILDING ;7LPWEl..L 1 TO BE REMOD 100Sf} N.S.A R-Z (t.b"-3.5")o\x X 1'� ^> > 2 h \ 0 11 !t COARSE AGGREGATE 1' \ x 1� l X qg x q� x off° `� 0o f iL t 1.67 •.,i t e:`•�14' PALM xt / J RELOCATE GATE AS SHOWN 1 `� .5 x o z ( 1 / GEOTEXTILE FABRIC a� �^•' N Q 1' LIVE OAK 110' PALM \ x- re---_x--r-r--x--,-- :--ac r x 1° x1.1 X it., x � z ire;r�z; 11.46 5 % t f ON DEVELOPMENT PLAN LL. Z ';"1 >_ �II 19.00 �-\---_---•�--.,--:- -:-x-:--•: '` tits! x �A Gi' ? O 12/PALM 4,82 \ ■ ` x---s"'■- .z-`x_x :--x- j�i;�l. *- - --x-x---x_ ti1Dr�x /X Oq1 J LU Z �. O L I.), PALM 10,9 ,'11:05'. "7 11,2 ! WATER / x •� 7.63 ,,; SAMITAR ��1., --° -=-x-x �,0 t CONSTRUCTION EXIT Z 0 -a ,� \ \ ` SEWER 1111 }��13' PALM i �i'33VALVES / Jr NOT TO SCALE D Z w c w`4 l \ \ �'''' CONC. FR }a�ttl• .......13' w' -1-- 11.13 �1 i t - _0 03 \ I' LIVE OAK ---. f'..:.".•.-.'2.•1 AND LID t���. / 10.99. / '0 1 1 1' LIVE DA ~ s10.38 '1j-- Z--;1� TDp = u96�,;i�tt•-- /i - T / J ASPHALT DRIVEWAY ,� L9 N : X 6 • �` r LIVE OAK \ ••„••:: :+,1},T �' ' •'� 11.2 / WATER TO BE REMOVED (2,400sf z cU \ 8472 \ PALMETTO A ,�\ h f•.•.. : !‘4111,i, ^� " --"X7/ 1 9 1 �� q € ` \'`'� 1 \ / REMOVE EXISTING VALVE*, ` N oX q?~ x o1 �,� 13' PALM \ �l #gQ aft 9.4s 2 x q' \` x do :::::: '� ( . .� ..•. f CONCRETE{105sf} I Z Z ^•� 1� 735 1 ���' 2' LIVE DA ` x q� 1' LIVE OAK Ia qaj A� ''. 1 f PO t--- . 7,31 \ ` i \ x •• x 1a y,} r FFt� Ll1 O•2' LIVE7, K 7.45 \ 9.56 \ 'q 14' PALMx � x 1° to \ \ w4 �`,•. I-,c*: i i0 a m t_ 0 ( #• POWER i' LIVE DAK 1' LIVE OAR. \.� 1' LIVE OAK LIVJE UAK':: ` t}r r .\ UNDER •��_., i lj:1 .�;2' LIVE OAK \ 8.57 8.70 \ 10.06 - _ -1 • :1, 4.- �'o of• \ ••'• '.....ate• y m x \ x q5 h �` �x `s'r / Qa#Iii i;j :::/ Z 1 ° of x p,� '';':'''`::'''' •1 �a € m°m m m.c,-v 121 / ---\ ` X 0b \ \'.':.'..'. ........... .t' 1 fj :111 SAWCUT AND £a 4 c'c `a 2 'y Z $ce ovmrn me t/ # \ x 19 , `� x _�pr- 40<••••-•••••••. ..•....iO.t. 'd .':.. .............`"".;;�.:.!"•::�... Ft N,c 43.o 0 c P._ o ca ` X `' \� \ • \LIVE OAK X q "/ X q` ;::........::::.... : 1111 ..x.q.... 1h.'.'... BACKFILL EDGE / 0 ,,_ ..o o \ \ \ ::.'.':::-':111'1-..,'....,... •,. X ( m N t c ro= C •- \ i' LIVE OAK r.. .(.... 7 XO:�.. / c�vvo .C.2-..�`o m�vcv 2 LIVE OAK \ . . . .. .. • :'..• ::::: ::.' .:, I :.:.'.:1J • 1111.. m 3 o m° .. °°-''v 9,12 • ca `m oogv m°0 ° a \ 2' LIVE OAK 2' LI OAK �', 10.3..... ao Wv c c omcw 7. 7 ] 1' LIVE OAK -� L':.......... ... ...... .., ....'' :.'.'. .'.�.'..'.'' • :''...... ' W a ELL :.=•.8c.,,,° o v o`•• \ 720 \ • ~ -�_ 9.27 .............. :fJ ! 26' LIVE OAK •�1 a r / � ,14,00,t-5 o --e, �,c mr 2' LiV -Df�K ,��j 7.70 8.42 _ __ - --t-:-.---. .�- .- :'F? Q i 01 E:':'::':':' : ::: • t y ..J m•c z. a E•c b x bJ 23 \ x 'b x AZ {...: .:...:....:.......... '....'.'; r?% �'°v my fill a: \ e' ' ' : E`QCs ''' .. 07 XCAYATION 0d'as o°a as /- \ x o� g 1• LIVE OAK ,� ':1'1;':1'1'.' it 1x.'@6: tlaa :tl;• `t; .'�'.'.'.'.'.'.'. :: } r ' 4' TEMPORARY EENOCE RY GHAiN CO v J 1 x Od,3 x 0?' r X 24 1' LIVE DAK ay b' St 41 Q� ;\, .'o„�.......... Z N. 8,63 •♦ x 0 8,72...., &53 $ '1-`:f,YETI::':..: �2.q•.......... ei.....� • x10"/1 t 0 i \ `` ... :111:1.:\. ..'.,... x'.af '...;,� i 1 ∎ �..! LIVE OAK \ / \ B.S7 f 37.`.'ftAtK.`...........:...........'� (( ,... N ' _____ ■ r ) REVISIONS: 8` i };�_i•PAt T�::.'.'.'.':.'. 8.30.'. ;':. .?.,\..,1 1 1 1.{off .'...' Ni....., _ ` l ������•�t���t�����•�•+•�•�•���� GALVANIZED METAL POST W 4 CO • 2' LIVE OAK •` •- _ 111:1'.. n1` ' '...,.'.':.' '::...............'.'.'.':.'..':.'.'.:._ \111:1;.:.L0...:.:.;.'.J • \ . .2i"LIVE DAK .1°---' �����+ ♦5.��������v��•�♦�� 0 ■2' LIVE OAK E X53,..:..:::1111,_1111 ,'.'.'::.:'1'1'1'1':. `.. Q�...,., i 1*4. 1 ��>►���<���iA���C����±A�����A.* 726 2' LIVE OAK 1' LIVE OAK `-•,.••1 i` LIVE OAK �'.'.'.'.'.'.'.'.'.':.'.'.. ,t A!L ( AtEOH1PMBJfro1USTBE \ N t Atir88 3' �■ gq 97.2^6 'ti43 12 2* g • ti -` -. ` • 14r.f'A1.19'. '.Sd' PALM::.'.'.'.'.'.:..'8'c'�I .....'.'.':..::,1tB�Jl y N_i§11 .a1i►i1Jaa}.-'.'.': .' ., ''? ti• ti 1' x 1 x 1 7.45 v, 1� 782 x 1e X Q �ti 8.74 16 ' �j..411•1 :::.'.'.'.'.'..'.'.'.'.'..'.j'.......• ?,-1 1 1 1•. 4..'.'.' } e x x x $. `& ° .'.'.'.':.:'.'.'.':.':.', ' ; :. '` .,3 X..� ...............&y�,' �,, • 957 �5.�32 t 4' TEMPORARY CHAIN LINK FENCE _• .'.'.'.'.'.'.'.'.,... ' • 1111.. • :i P �c.'a 1111. 190LF TREE \ \ C'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.':.'.'.'.'.':.'.'.','.','.'.'.',,•',s: t3 At61..',','.'.'..'.'.'.`,.'.'.'.'.'.'.'.'.'.'.'.','.'.'.'.'. g� 9,82 �41i TREE PROTECTION BARRIER W �--•- I\ :is q PROTECTION FENCING - _ `.�, SURVEY PERFORMED BY CHATHAM SURVEY SERVICES, INC. :'':':': : :':':``':':':'': :'' ::;':' lir (�\\MAUPiN ENGINEERING IN NO WAY ACCEPTS LIABILITY FOR THE ACCURACY IS' PALI4 . BARRIER CONSTRUCTED TO ,...! OF THE SURVEY INFORMATION \ :,:'•::.......... ,... 1111:':'.'.'.'.'.: '.:' :'1'1'1:'1'.'.,'.'.':....:. .:....... ' ,�I _ ::f:... '4t. .x'83,4.' 15! 1 talio..._.....iiiiiid, O �'/ PROTECT TREE TRUNK AND \ `` MECHANICAL p7 ( ! 9 29 :;� ROOT SYSTEM FROM MECHANiCA Z <- \ t'��� r- 2` WOOD POST I ri-"'� 1,, 1� INJURY. BARRIERS SHALL BE 0 co CHATHAM SURVEYING SERVICES) INC. \\ ::':'::'::':':':::`:':':':':':::':':::':':::':':':'::':: .r;� ::':.'..: :;':,.�:�2 \ 918 ! FENCE � "-... 0 lY� ''' LOCATED RT THE LIMITS E}F THE\ \ ,: 9,•. e.•3 N �� TREES CRITICAL ROOT ZONE (A RADIUS P•0. BOX 61649 .. 9 ....... ........., ..... .....'13'PAti.. �`. :... ;L. _ ..• 9.60 % �� ..•� 1i.,. 4F ONE FOOT PER INCH OF a \ 11 L+ .... ......... .. :` - • . ti ��� THE TREE'S �- 0 •_ _ _ SAVANNAH, GEORGIA 31420 ---- ---- _, , • �I/ - .�I DIAMETER AT BREAST NEiGHt) SO AS Y El _ _ _ _ _ \\ :.,.._.. 10`' x.`.."-:.. .':.'....'.'....'.:..' :11'::11.::.':.':'::'.,::':':'::.':':,:..' 111. •::.'. ;O."=. •. i �` TO PREVENT COMPAC11ON AND PUDDLING --91 - 3 Zu - - -_ \ :.'.:...':::....',...'.'.':...:............ ....7,,, 1111..:=111:1.. ............ �, �, � �,a'a"u I 0 a 0 . : © p o Q".013.01,.4�Q4�QoQ� ' • I OF THE SOIL OVER THE ROOT SYSTEM. 0 0 - - -- -- : ::'CI�Q�C? Qdti••Ci�O�' O i.•' : ' , 11; TRUCKS, BULLDOZERS, OR OTHER Z -- _- - - _ ... .. ems.,....'.'::.'.'.: 'a �d.0 .0 ,OCt.0)0 0 ..a. .o '.. `` -- 930' 1111.. j 1111. 4 a tl a t� b Ci 4 o C? • ' HEAVY EQUIPMENT SHOULD BE KEPT so 0 2tt VERTICAL DATUM IS NGVD 1929 ■ 1 - =� = _ = = - - ,. es9..'.' 424sQa.4'o.44QCt ,4'g��yc�Q �� �� AS FAR AWAY FROM THE TREE O _..r $.44` - - __ ti8. ': ..' ....� ; '.':::..' -�'- '..E}s E}•El• fT' E1• Q.6%.4?-6.1.1 El• ,� �_-i �' ,,, a:o-. ► • , �,�`j�` 1 TRUNKS AND ROOTS AS POSSIBLE. f•= 0 _ ,1111^,.. ADDING A FACTOR OF 0.97' WILL CONVERT NAVD '88 ELEVATIONS / •` a•s�• ss3` ` - -�_ ": tea -= ;- 1 ` FOR ADDED PROTECTION TO NGVD '29 ELEVATIONS, ' 'r �n 18OLF TYPE"A 10.91 i 9.18 4, " xo•• y - PROVIDE 4- DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. ° = JAM DATE V CHAIN LIM(n / - MAKE CLEAN CUTS ON ROOTS EXPOSED Y ELEVATIONS ARE BASED ON NGS DISC TIDAL 6 STA i (P.I,D. CKO 653) SILT FENCE &,tom c a FENCES a , SED B GRADING AND BACKFlLL IMMEDIATELY. .1A>60 SATE O Lo mew LOCATED IN THE WESTERN WALL OF THE TYBEE LIGHT HOUSE. a ` 039 ° kt c 1 D REMOVE CABLE FENCE TO - PROVIDE TEMPORARY IRRIGATION WHERE PRACTICAL AND FEASIBLE. �. 0 NEAREST POST RELEASED 1 z IN MY OPINION IN ACCORDANCE WITH F.I.R.M. MAP a TREE PROTECTION U_} it NO. 135164 0002 C, INDEX DATED JUNE 17, 1986, w o + FOR �/ w z z N!F I CONSTRUCTION /� THIS PROPERTY DOES LIE WITHIN A DESIGNATED 8 : a FLOOD HAZARD AREA. oa s PATRICIA ROMANS H. +f o W LL a ii o ZONE AZ ELEV 12 `'` 4 911 9.84 PROJECT NO. 0 FLOOD PLAIN ELEVATION IS AE 12.0 (1988 DATUM) J 12.97 (1929 DATUM) Qc ' ' 10.58 255.10-01 ALL ELEVATIONS SHOWN ON THIS PLAN AREA BASED UPON THE 1929 3Si SKEET,. �+ et DATUM AND MUST HAVE 0.97 ADDED TO THEM TO EQUATE THEM TO THE 1 1988 DATUM AND CURRENT FLOODPLAIN ELEVATION REQUIREMENTS COPYRIGHT 2010 Maupin Engineering, Inc. I- 11111 li i 1 (I `°'10.11 'V '1L23 1 ' '" 1 IU.EtY I,,`8� \\ K \ ' /' 11., #11.67 sP1 90 J 1 \ �f 1L771178 B3� Pi SOIL MITIGATION NOTES. 1 \ / 1 .,1.3R 11 FRAM BUILDING 11.47 I L ..k.0 G7 Ox+' \ ` ELEti4RIC o I g 7 REST^ SHALLOW WELL 1 1. REMOVE OF PAVEMENT AND BASE MATERIAL U v O N s } o AND PUMP I I 2. SCARIFY THE SUBGRADE TO A DEPTH OF 18 INCHES '� i t .4-in... �-^> 1 1" \ 11.20 11 '' - /r, 14> PALM : I I ' 3. FILL AREA WITH CLEAN TOP SOIL TO RETURN AREA TO .�'+ • "J 'o t il, t iL67 , f Y 0 .:• {� a �zo• PALM V._-- ®, ---\ 12az / 1 PREDEVELOPMENT GRADES AND DRAINAGE PATTERNS. C �" c 'm --x-'x-x- 4. SEED ALL DISTURBED AREAS. O Q co.°O 0 i' LIVE OAK 'x•-•x-.x x\ a•--:...-x ._x x-x-x---x .,x rh ` . II E 11.49 x } l `9.00 '� x-x x-•�x mac--x x 1• 7.63 .1..IT/PALM 9.82 ■\ ---x-_x�x t rM x.__ ---:-z-x- x---x-x-x---x---x�-x_-_- ,4J +'� Kr,M •'' I 1 \ \ 10,- t SANITARY\ 1.b7 11.2 ( 13 WATER / 1 N PALM - = SEWER M4 13' PALM VALVES / a.■ n; CO N L --___--/ 1 \ l V/ .03 \ \ i' LIVE OAK `- ■ y AND LID A \ :+ t 11.13 �1 '- t, TOP IL96 / 10.99`, - -k{YDRANT ,e" / tV N C 1 1 LIVE OAA� \ 10.38 �� / �1 - \ Ii.2 / WATER *� W '- • f` LIVE OAK v � / -1 \ t / VALVE4 4. (0 tv \ $.47 \ PALMETTO • \ 11 --'e- 1 9 i CO{Q L. O co> IT PALM 9.45 h Vs I ( \ NEW CABLE AND POST FENCE Ct & Cl) 6 X E \\\ 9.30 \ ,v 1 \ MATCH EXISTING Ds2-Ds3 NOTES: Q N °�'° �' 7.15 w'`7.3I �" LIVE DAYS I' LIV£ OAK \'TO �,, '' � I I \\ t0 • >~ I J Ds2 - 1. A TEMPORARY GRASSING OF ANNUAL RYEGRASS SHALL BE APPLIED AT Q 2. 1IVE7.t1AK 7.45 \ •9.56 \ �;,s; r I Ds2 i 10.79 \\ 10.0 A RATE OF 40 LBS PER ACRE TO DISTURBED AREAS WITHIN 14 DAYS OF DISTURBANCE. i ^ 14' PALM I i \ = f, r=` 1 Ds3 POWER GOES I THE PROPOSED ANNUAL RYEGRASS SHALL BE APPLIED DURING THE MONTHS ul "1`O.g2 9' LIVE OAK \ UNDERGROUND'N I.. OF SEPTEMBER THRU DECEMBER. 2` LIV£ OAK i' LIVE OA1ki \ !' LIVE OAK ___ I ' \ HERE 4 • • N !1------ - ■-,. 1,0-- ---r zw (� 1 5 I MITIGATE SOIL ~- - 2. A C3-i 2-12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds2 AND SHALL BE M o 2' LIVE OAK , 8.57 8.70 10,06 -- -"" by- -j -� 3"OYSTER SHELL BED SEE NOTES L 10.41 ~ " �S !„ 1002 APPLIED AT A RATE OF 1500 LBS. PER AC. a 1 0.0 zU \ N \ ^•,,``''� h� ` \ , i \ Ds3 - 1. A PERMANENT GRASSING OF UNHULLED COMMON BERMUDA SHALL BE APPLIED AT A RATE OF g o ~ v �`; -�0� _ 10 LBS. PER ACRE DURING THE MONTHS OF SEPTEMBER THRU FEBRUARY. IF A HYDRAULIC z c- - - ``1' LIVE OAK SEE ARCHITECTURAL ? } \ SEEDER IS TO BE USED REFER TO THE EROSION AND SEDIMENT CONTROL MANUAL \~' \ • \ PLANS FOR S/W DETAILS \ '� -ill)� y \ FOR FURTHER DIRECTION ON THE METHOD OF APPLICATION. •\-, 8.85\ 1' LIVE OAK h ,, • -� 2' LIVE OAK\ \ \ \ - -- --- y ^ c > q. II • • \ 9.12 2v P£�:AN G4 rti^ ti ,, J � 2 A 6-12-12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds3 AND SHALL BE 727 2' LI E OAK -- f APPLIED AT RATE OF i 500 LBS. PER AC. 2' LIVE OAK �� .h �\ • • i' LIVE OAK a �4 (CL7 ���h.._ , \l..� \ 7.20 7.70 \ • 1 - - - 9.27) - .„n°�' � ' . a° /1 1 t + 1„0. z 26' LIVE OAK 3. DRIED STRAW OR DRY HAY SHALL BE USED FOR MULCHING AND APPLIED AT A 2' LIV"Elk 8.42 --• -- -- \ I :�. '.&,,;4:..r, :. • t ,10- . I \ .x } ; `. ••`. , 29.4' �, • RATE OF 2 TONS PER ACRE. MULCH WILL BE SPREAD UNIFORMILY WITHIN 24•7.10�..•---- / \ a ' PALM 23' PALM 13' PALM 1 y� :‘%:%:%.;tit4 , • j 07 ,�§4 HOURS AFTER SEEDING. THE MULCH MAY BE SPREAD BY BLOWER-TYPE SPREADING r LIVE OAK r`>• i a4 ;� ;s4 I •• •• P ` 1 + EQUIPEMENT, OTHER SPREADING EQUIPEMENT OR BY HAND, MULCH SHALL BE APPLIED - • !' LIVE OAK "'x:.72 8.53 8.6 ( .!:k15.`,1 /1 -- \ 8.63 • 016• 1�M T at I + D52 TO COVER 75% OF THE SOIL SURFACE. \ /- \ 8.57 17' PALM x I` >! �"`i I n) I\�E OAK Is 1 ` 1:,1 t'1 \ Ds3 1 W C■ 14' PALM S`� 4 I Im - ` SEEDING RATES FOR TEMPORARY & PERMANENT COVER •� 0 '-',9-,_ 40 8.30 i • 2` LIVE OAK - '48.41 I• _ \ i • ,21`flVE OAK 10 r IP 2` LIVE OAK t 1 ' 1N� • 7.26 2' LIVE OAK 1" LIVE OAK a I I .21.88 TL7dPORARY PERMANENT RATES PER ACRE 0 1" LIVE OAK -. ,�� ELECTRICAL EQUIPMENT MUSE: ) i • • - _ • 1 • PALM 14• PALM } �, �7vE ELEVATION 13{1429 QATL }� �� RATES PER AQ2E MONTH �� 7.26 7.45 7.82 8.74 '. '~ Ds2 t �1 1 ! 3"OYSTER SHELL PATH > w48.~832 1 ` GROUNDLEVEL?GE i t { • COMMON COMMON BERMUDA 3 - I i L FFE=1000 1 114ARg1_ BERMUDA (HULLED) M _ (HULLED) \ Ds3 1 E�( 190LF TREE 10 ibs iO iea r- t Al 1ST FLOOR ELEVATION 1875 ( PROTECTION FENCING JUNE ti C LOVEGRASS Z` t+• Ds2 4 ib>sr X11 WEEPING LOVEGRASS 4 Z LC) Cr/ �■ SURVEY PERFORMED BY CHATHAM SURVEY SERVICES,INC. • o�, .�:m: �r 1 , �� N MAUPIN ENGINEERING IN NO WAY ACCEPTS LIABILITY FOR THE ACCURACY Ds3 1s PALM 14 PALM 1k" i °' I 1 • &BROWN t3URMUDA(HULLED) 10 t(m LLL N.: i.L •s. 4iLt 11, g• 1. �.• I 15 PALM '' BROWN TOP MILLET 40 ibs JULY- &BROY11N1 TOP MWLL£T 10 tlta 111 C7 �' OF THE SURVEY INFORMATION OVERFLOW w� ?`�834' 1 ---_____ _________^�••s,.. .i..,?;. 9.79 L- SUDANCRASS 60 lbs. AUGUST COMMA BURMUDA(HULLED) 6 lbs. Z M 6- p \` SEE DETAIL _ �' 1 929 r �a1sT PEARL MILLET 50 lbs de WEEPING LOVEGRASS 2 lbs b 0 'G cp N " 0 2' WQDD POST l COMMON BURMUDA(HULLED) 6 Tbs. Z m Co _Q CHATHAM SURVEYING SERVICES, INC, \``� 3°-1 17>.T �x' 5•d' "` I ' \ +rZ�, \ FDR caBIE C MMON OLA BA (HULLED) 30 s. w CO o.10.4}s� •Qr I �► FENCE t de BROWN TOP MILLET 10 tbs. Z G79 co © -iw ' 44%.r ED SWING GATE �[ �'( P.D. BOX 61649 •` \ f _- RYE(MOST WINTER HARDY) 3 BU z > Cp }j `� SAVANNAH GEORGIA 31420 ____ 13' PALH `� L- - +� . ^ 1 FEBRUARY PENSACrna BAH(A 10 60 �� _ _ _ \\ 10'BSL 11• ?Ai.' 30.0 `t .• - +,_ & &BROWN ToP MILLET 10 (bs <[ V 32.3 ! WHEAT 3 BU PENSACOLA BANTA 30 •s. < CO O - - - - --912-303-=.03-02-..... - - - -- ~ 32.6' i.i ` t *a ° * �' �!" do MUTING LOVEGRASS 2 iba .....° - - -- .-,4 - _ •\ ■' i `� ! s . • .142.7.. • • 1 �+ de BROWtNTOP MILLET 10 Ib3 VERTICAL DATUM IS NGVD 1929 _ - - - - - - - - -- �~ a- -=--- •.�:,�.,.,�° f;' •: " • ; ,* • ' y�' NOTES WEEPING LOVEGRASS 4 tbs. LL � .. 1. CENTIPEDE SOD CAN DE USED AS PERMANENT COYER &BROWN TOP OMELET 10 lbs A' 8.44 - _ � - ,�__ � ; y ANYTIME EXCEPT JUNE THROUGH OCTOBER. {j w W ADDING A FACTOR OF 0.97' WILL CONVERT NAVD '88 ELEVATIONS .49°---- 11:'59' 8,53 �- - _L.__.: a .-...7.......---z.....-.....=_- A-____ - ° .`b 2. AU.P IN ORDER OF PREFERENCE i r} -x----�� A 3. ALL PERMANENT GRASS PLANTINGS SHAD.BE MULCHED. TO NGVD '29 ELEVATIONS. BERM TO ELEVATION 3"OYSTER SHELL DRIVE 9,18 O ` - - I-- ""'' ', Z CO CO WITH SANDY LOAMY MATERIAL 18OLF-TYPE"A" 10.91 4' CHAIN LINK ' - L1.1 i j +� .}r N Q ELEVATIONS ARE BASED ON NGS DISC 'TIDAL 6 STA 1' tP.I.D. CKO 653) ° SILT FENCE Hoek 9 FENCES If w O - C? LOCATED IN THE WESTERN WALL OF THE TYBEE LIGHT HOUSE, o i039 x1 ~ [1 1 V Z3 w (^-■ m IN MY OPINION IN ACCORDANCE WITH F.I.R.M. MAP a o- , z_ ^^11 _v NO 135164 0002 C. INDEX DATED JUNE 17, 1986, m z P ' w Z W to THIS PROPERTY DOES LIE WITHIN A DESIGNATED 8 N/F FLOOD HAZARD AREA. m S PATRICIA HOMANS li• ;� D Z Q � CO• � N ZONE A8 ELEV 12 `'' 12. : (911 984 - 4 (Q FLOOD PLAIN ELEVATION IS AE 12.0 (1988 DATUM) 1 12.97 (1929 DATUM) `' ((( L g* 10.68 0 z I-- ALL ELEVATIONS SHOWN ON THIS PLAN AREA BASED UPON THE 1929 ` '. DATUM AND MUST HAVE 0.97'ADDED TO THEM TO EQUATE THEM TO THE Z z MI 1988 DATUM AND CURRENT FLOODPLAIN ELEVATION REQUIREMENTS w O y °°_° erg y Z •., j.eT .V2 •agt o m1 °ay t Q ; `-°>+E o'-.° o�°a', 3.++00 00 .ti 0.. 0-5,3 o 0.=C co 0-0 VT0 m c _O Z "6 E° ° °.6 A 000E _?O Eva°i 0 LOJ c yN m•_ 0 iv ., r°' m°m-° (� /� 0 FCL °1300 VV 6` i�/�\/t�t PLAN \ J •,ems Neu@ fj \ I!t m�V °vY c .,..C m= a. --, L pt- t 0Cij°• C.;5. 2° MIN. POST- SEE CHART °°m 13•60,..0 s c°m I FABRIC ATTACHED TO POST (REFER TO EROSION CONTROL MANUAL) FABRIC - SEE CHART SOD ALL SIDES z r REVISIONS: m �,,i'' 9.30 4, W POST GROUND LINE v���1?���1� 1 / j ./ 2 CO IA •l��V„ 8.80 ',Nj a = 0 0 •-:.- -q'• ° OVERFLOW WEIR a� Q- i. • • • . » G- x 6° TRENCH FIl t FD WITH GRAVEL Y OAFTER PLACING FABRIC (Y U '?• r '��" - �' -fiLTER FABRIC 1- O U b. EXTENDS INTO 1RENCH•O .D A. - NOTE: UTILITIES PROTECTION CENTER W ' • t+ SECTION CONSTRUCTION OF SILT FENCE SHALL CONFORM TO THE 10 0 20 'MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA. - CHAPTER 6. r 0 (O G mix) {MJN} POST FABRIC ¢�t' 'T£ S �_ a OHWN: JAM DATE 0 ° • * I i gioco: JAM DATE TYPE A 6' 30 2x2 TREATED WOOD 36 DOT APPROVED FABRIC ^Nea. 375fi I! > TYPE B 6' 18 2x2 TREATED WOOD 22 DOT APPROVED FABRIC Ess�Or�A 1 ` , � CALL X11 W TIDE C 4' 28° f.3 lb/ft S1EEL 36"DOT APPROVED FABRIC `r` 4� a o RELEASED W/ -BACIONG FOR A. i'fi hts `�-- _" CONSTRUCTION CONTRACTOR IS REQUIRED TO CALL SILT 1 ' H;N H: --- TYPE �L,B , C L10 1 a P: 1 CERT: AT LEAST 3 DAYS PRIOR TO PROJECT NO. Sd1- a1vs1 �cP: 10/31/12 START OF CONSTRUCTION 255-10-01 N SHEET NO. co @COPYRIGHT 2010 Maupin Engineering, Inc. C 2 1 C2 ,- • $t444 GENERAL NOTES Ili • • • .,, - . ..� �. � r III _IIs E: r r 7�∎,∎*a / / / / UU/ fl / / io�ew / / i�U/ iO �! Ui /ptu rl l /iUi / / p/ �U// iiw�!� /! ii�/ w /iv! li�iu. arimi�! pirm411.,,,♦,♦,,fififif,���� i•,♦�i,,fiIiI tI 1I,II,II 1I..14.�4I 1I,,I iI, ♦,i,,,i,iI,,�,,,i,t/,,'$p 1. BECAUSE THIS PROJECT IS A RENOVATION, ST T AS EXISTING, EGAN dS 2X4 IDENTIFIED ∎,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦,♦`♦04* ,♦, ∎♦$S,♦ , , , , ,♦, , , , ' CALLED O "EXISTING X4." NEW WOR IS IDENTIFIED WITHOUT ANY ER, K`4,,,♦∎ S♦�,��♦ ♦S♦,♦,♦,� ♦♦$♦♦,♦,♦♦ 4♦,♦,♦,4♦,♦.♦,♦ �♦ ♦ �♦� ♦ ♦, ♦�♦,♦,♦,♦♦�♦.'♦♦ r NEW 2X4 IS CALLED OUT SIMPLY AS »2X4" # j�j jj�jj j , , , , # j j . .4 jj j � - j j j j , , # 1=ii . • REPAIRS ARE TO MATCH■ 0 0 Co o 0 o o -• , " :.••.. '� ���♦�♦ � • ::•, -'= ' ` •'•: • • ��♦�♦�♦t• ' . �i.l f II .b 7 : t�.� .. .. .. l m �. EXISTING IN A LL D ETAIL UNLESS NOTED OTHERWISE. -< ' i s s I ► � i s' 3 A LL D IM ENSION S AR E F ROM FA C E OF a ROUGH FRAMIN G OR FA CE O F MASONRY tU U T r N m er •.• • (( YP L r t■, � , � . . . .�,�,,�� � UNLESS NOTED OTHERWISE. +-1 �- c 4 I) 2 I.. ., - - - - - ■■ - ___::_- - - - TYP 11 , .. ♦ , ♦ ♦ ♦,♦,�, ::i -: v� 4. SEE SHEET A101 FOR LEGEND c P �- • :>. :-...... . :: .' .�-.... .. - 4" 2" 's s - • v I % $%$ 4F► r s.TYP) :� r ♦ F L OR P LA N N T ES o W 0 43)Z LINE OF P ERIM ETE R SILL B EA M ABOVE �2do .TY P • _ t . ♦ ■ - r r 1 ■ T X C r 1■ 2. X6 PT 6 T W PIER tER I I I I • I I I D r� N TAIR ATA• P ( ) TYP , ► 3. 8"X8" TRU RS PT(TRUE) S P WOOD PIER - 5R SERS� 6.75"=101.5"=8' 5 E r r• 5. .• •s r r III f READS® 1 168 14 -0 - ■■' iii -- -_-....2.-------;- :-.4-2..- ■ 2,1, � Uzi■■w ,...„.�� rww■■� - rl i - - rz moo__�:�� �-_■■� ��� 4. © �� �i u■W - W■■,.a■:��==��i���..._:__�acio_....■■ -� ♦ 2 ■■ �� '■ 1C-' ■� i1 �,�,,�`�,;; 3X3 CONCRETE FOOTING - - r, -t t o 0 1'$ F IEEI • flu -�__I1 / -, • • . - • , fl •- I ' �`�?i I (BEYOND} 5. 16" X 16" BRICK CHIMNEY. DIMENSIONS 'c ��•L . 1 • •• . It.L - *I , L (TYP} 1-0 (TYP} �I ' 1' = iI '�� 18 TYF , _ -- I ® SHOWN ARE APPROXIMATE. LOCATE �� 'DANIEL �`E._ 1.3f g ll io ( ) �. CHIMNEY BASED ON FIELD EVIDENCE.I I I?' ;,) i ....: It i , .. .6,..,..........-,.::.. A _• �i 7 '•.:.A:3Q1• ::.' °� A-500 6. LINE OF PORCH PERIMETER SILL BEAM lit e.\\\-.. _ • - • • - VARIES∎ I! ' •• - • • !t I ARIES • . '-�,--..::- A-501 M I : • S ! �- ABOVE f•••: - • 1 •' A-200 EXHI IT S DACE G 7 I �,,, e.;�� v ` } • II} (SIM & I.• 7. PIER IS NOT CENTERED EACH WAY ON �'�I ,��ATE�' `\- } -• EXHIBIT SPC FFE } + (O©1} C3. I -- T r`C`.• I I I I A (TYP}: I I I •I'. ( ' A-200 I I. W I FOOTING .: ALIGN OUTSIDE FACE OF �'p- ,'•? I- I • -I �' •-1 Y' A�T • 10.31 AMSL 1- !1 -1 _ I L� �+ 1E11 0 ICI . - • ,� s o 1 . • • r•111 I I I I 6 • I A-501 WITH OUTSIDE FACE OF SILL BEAM 20 I -- PIER WIT �� 0 ■ - ■■ - - ■■ - //z\\ ■■ ■■ - ■■ 1 �.,i ABOVE. fiiEl IlEill II . I10Q �-. -/ ( � o + . 1 - I (BEYOND)• - - -0, 8. 2'0 x 4' DEEP AUGERED FOOTING; - ►� ;II L o .. } BACKFILL W/4000 PSI CONCRETE TO 4 c•. ., . . . . . u (TYP) tV IIu • II OF GRADE-SEE AUGERED FOOTING Q} 0• I t ' _ I I I o _ ' I IBIT SPACE 13 i �. •' II" p EXHiE�IT SE�'ACE' G2 €0- - _ _ _ I I DETAIL D _•• - • • y .. ..• _ I• • •, _ - - r .:v .. .. :I 8 , 7 .�:•w• • ..) -Ir-+ I '-�- _ �1 II •- I • 003 • ' . ' ' ' 10021: • I 9. DIMENSION FROM FACE OF WOOD 0 ;•• •• . • . �� (• ,P} « . • . N • • • •6 . I . • • . I COLUMN TO FACE OF CONCRETE BELOW O• I . 4'-1 1"•_ - 1I - - I� • p�SQO (I A-boo . - _ C H it - 0 w : - i w :' I 10. DIMENSION FROM FACE OF WOOD I- 1;I ° j- p o -`'- •:• -I COLUMN TO FACE OF BRICK STEP th 0 U -ill I II:II ii°I : : • .■ .�� i I o, ' •-} . 1 • . .. •' •. ' • .. - . ' BELOW• >III �El1 .. III �: LI/ , '' �t. _ _ • •• 11. GROUND FLOOR FINISH FLOOR ELEVATION .L O IS AT THE PERIMETER OF THE GROUND O• • VAR ES v �- I • . ' : `F: • �-�' FLOOR SLAB. SLOPE APPROX. X3"/FT FOR _pa {ts••(TYh} :'` _ A-•00 • • •' DRAINAGE IN THE DIRECTION OF SLOPES• • • SHOWN. .sr. O �I .%.::::•:.:.....s 12. REFERENCE LINE 1 IS THE SOUTH FACE Q) :4» .4,_7„ 13' :' . ROU D FLR FFE ® r .•A 10 00 AMSL �J ri-oRAGHEB: �+ I > s it . . OF THE EXISTING NORTH WALL (TO Q•i CLEAR ' --; :RB :•t . by, � � � , :' REMAIN) OF EXHIBIT SPACE 4 (107). Z:� N II I- - .-1 1 1 I- (EEl : a ' �a EXHI IT S ACE G4 k'�' (U rO (--) DEEI '� s{ f! :. : . : :: 13. ELEVATOR DIMENSIONS ARE • CO C3) In ■■I -' __ - - - I IE ■ - ` ■ 0 - -4094`- : • .�. - '■ U -�- APPROXIMATE: COORDINATE EXACT•-i \ -g I' " DIMENSIONS WITH SELECTED EQUIPMENT �/� .........,co Q (I l I - I I I . (TYP) I I (TYP) -r/ - ( I • 1. 1 I 1 }�' _y�iiiiiiiuiiriiiiii% A-200 V♦ C 7 13 p ' i� 11 - • . ` • �B 14. CONDENSING UNIT ON PT W D I TY ` = WOOD ' . EQUIPMENT IS•N I 11-- ■cam r .' r ,!1! � ' e t' ¢ , E •; . . . • _<: (TYP) _•I I X . . . ' rn ° ::"L: •... ,�� • ,, ATA M I -PLATFORM SO THAT ALL E R F RENCE -I �► • I REFEREN •. � ' ' � IN MUM 13 0 AMSL v o•U I L J�/ \, -6 -6 �` I A-50o : •• 15. 3 OYSTER SHELL BED 0 I -i) • •LINE 1 - . t .. r. 1 LINE 1 ,� I I I<�..z I I o -^�- ( 16. BRICK WALK TO MATCH EXISTING IN 12 ; -1 1-- . - • . l. •<-1) 11111 MATERIALS AND CONSTRUCTION PO I-�•DEEI .I IE�I r .IEE /". = ; •. .I��I�!LR EA• r .:, "�NM ii : ii 6 11m } W: - - •■ -�,.. `- - - . - C� - - :: '� 11 :'= 17. SINGLE WYTHE BRICK STEP o , { •t' . 1 IIEEI 'ItE H ca t, m= =a m 0 18. _ �� L J r I I m•: �=; I': . - : .•�: `':{ SLIgINJ1HWINDOW G : SE E ELEVATION zv T, » ( ) - 5 '. ° tn 1! . . 7 3 61'2 I I I I I I I I :1 ..:.`: L" 1f` ..1. }�•:. :I:.:�.° :}• I i: !;i I I 5 // f I A-200 ... 19. CONCRETE SLAB m A-501 > m_ cw o��o/ q°c°c•• •.. 3 I 20. EXISTING SHELF UNIT RE-INSTALLED �"_ m 0 m'L - ._• w ..a-o mm°. • . •• , „ <. STAIR / •TA: .IF. _ c._avo m o A-501 -11 MECH - / 15RISE'SCUD 7'=105"=8'-9" �. 21. » » » .m°' o o f.w q e :,�; �. SLOPE TO DRAIN. DRAIN TO BE 3 0 :I• L I?i I 14TREAnS® 11 =154 =12 -10 'A:5Q'f' HOLE THRU CONCRETE SLAB. FILL HOLE o I I :1 I I i ::�' :; I WITH 3 a P e.. °'c__•r •�j • �`: �} :�.• oo H OYSTER SHELLS. �'-� n1 __ m C O m 'a - O 2 t� 3CUd II a E�i' D J t' TY TYP - 0 - O - - s o L C 0 •r o rig 0, c 7 ��� ii ii ii s•' 1i• 2 WALL TO MATCH SOUTH WALL OF EXHIBIT �._a a.- o J. o ft� d• - • ��<� •• SPACE G2 L J LIGN 4" _ 6 4" 7 1 4 7 - _. . ,. .. . .. .. . . . ...• -, •. : : .•. :.: .. .�• ••' .'••.'�' 23. WOOD PARTITION: REVISIONS. 6 6 2 di' 4 4 0 4 8 9 3 0 ,. O 1X6 P.T. WOOD TO,ir w 6 4 AFF F ON 2 4! » - X FRAMING. y 2 L • • 2 4. LAWN EDGING TO RETAIN OYSTER SHELLS -1 „ 25. P.T. 5X5 COX LAMINATED WOOD COLUMN C FOUNDATION PLAN 2 GROUND FLOOR PLAN 26. NONFUNCTIONING SHOWER FIXTURES: HOT �� AND COLD WATER AND SHOWER HEAD. A 00 1/4." = 1 '-O" �s Al QQ 1/4" = 1'-O" 27. 2'95 X 2' DEEP AUGERED FOOTING SIMILAR TO NOTE 8 ABOVE. Z o DOOR SCHEDULE DOOR SCHEDULE NOTES ---1 oo Z P GENERAL DOOR FRAME ° o SIZE REMARKS 1. SEE ELEVATIONS AND DETAILS < o ° No. Space Width Thickness Height F Type Material Finish Material Finish Casing 2. NEW DOOR IN EXISTING FINISHED AND CASED OPENING. DOOR DIMENSIONS ARE APPROXIMATE AND MUST BE ; ;;,- J Q 09 w W 001 EXHIBIT SPACE G4 5'-8 4 1/4" 7 -O A WOOD PAINT WOOD PAINT NOTE 1 Note 1 COORDINATED WITH EXISTING FINISHED OPENING. " ....�"F''; •';-" '° Flood hazard(i 7_L?Ily 002 EXHIBIT SPACE G3 2'-6" 2 1/4" 6'-4" C WOOD PAINT WOOD PAINT NOTE 1 Note 1 3. REMOVE EXISTING DOOR AND HARDWARE AND TURN OVER TO OWNER. MODIFY EXISTING FRAMED OPENING .,1 '-'),1 '` "` ' Q I" �`i0 interior iriY `:���+.'•`.'.S, `.',`��iS C3^�i il�:! I;;�; �:::.1t '31_.i ;..' : , <�'��.,�.`�:.'-= ., 3'-0" 2 1/4" 6'-8" D WOOD PAINT WOOD PAINT NOTE 1 Note 1 AS REQIRED FOR A CLEAR WIDTH BETWEEN STOPS OF MINIMUM 32". PATCH JAMBS AND CASING AT HARDWARE •r _ - V� '`b',`° J 003 STORAGE � al ,. •�, ., n.�.-, v. <. ..,-., _. .,..-..z- _ 004 ELEVATOR 3'-0" 2 1/4" 6'-8" D WOOD PAINT WOOD PAINT NOTE 1 Notes 1, 7 BEING REMOVED. PROVIDE NEW MATERIAL AS REQUIRED. CASED OPENING ONLY n-,n= a-$ _,_.,. .. ,- ,•,:e S::_,.1, i:';�,�:: sC:z2;�Cii�iii:. Only i�arEttCl`Y "=`s'Ri .�=:u.: 005 MECHANICAL 3'-0' 4 1/4" 7'-0" B WOOD PAINT WOOD PAINT NOTE 1 Note 1 4. REMOVE EXISTING DOOR AND TURN OVER TO OWNER. PROVIDE NEW DOOR IN EXISTING OPENING, SIZED TO 1•- i-_- ' storage building �'° O J 006 EXHIBIT SPACE Cl 3'-0" 1 3/4" 6'-8" E WOOD PAINT WOOD PAINT NOTE 1 Note 1 '' 'l''` `�'`��� �'� access - CL Q 007 EXHIBIT SPACE G2 3'-0" 1 3/4" 6'-8" E WOOD PAINT WOOD PAINT NOTE 1 Note 1 OPENING. PROVIDE NEW HARDWARE below B1-E< 5. SECURE DOOR IN CLOSED POSITION ON EXHIBIT SPACE 3 SIDE. ON HALL SIDE REMOVE EXISTING CASING W 008 EXHIBIT SPACE G4 3'-0" 4 1/4" 7'-0" B WOOD PAINT WOOD PAINT NOTE 1 Note 1 AND PATCH AND REPAIR EXISTING WALL WITH FINISH TO MATCH. 11I 34� lati (1C '1u` < Z O 009 EXHIBIT SPACE G4 3'-0" 4 1/4" 7'-0" B WOOD PAINT WOOD PAINT NOTE 1 Note 1 6. NEW CASING TO MATCH EXISTING µit\ $>�I' with •'I. `ijr'```` Q Z o ' 101 EXHIBIT SPACE 1 2'-6" 1 3/4" 6'-4" EXIST EXIST PAINT EXIST PAINT EXIST 7• ADA COMPLIANT THRESHOLD. >-� z a' _ °' U 0 102 EXHIBIT SPACE 2 2'-6" 1 3/4" 6'-5" EXIST EXIST PAINT EXIST PAINT EXIST ' p APPLIED WOOD TRIM: - � ..- :.y= ' , u) 103 - EXHIBIT SPACE 1 2'-8" 1 3/4" 6'-7" NA NA NA WOOD PAINT NOTE 3 Note 3 •ty vJ SEE ELEVATIONS :.,r.;, .,,ra,,..,< ,_ . . . ,t,.;,,A, Q 104 EXHIBIT SPACE 3 2'-8" 1 3/4" 6'-6" NA NA NA WOOD PAINT NOTE 3 Note 3 - - - - - - - - - - - . F fl r „ Y 3 105 EXHIBIT SPACE 2 2'-6" 1 3/4" 6'-6" EXIST EXIST PAINT EXIST PAINT EXIST // / ' _ t 0 w z 107 BATHROOM 3'-O" 1 3/4" 6'-8" F WOOD PAINT WOOD PAINT A Note 6 \ f V 108 ELEVATOR ' 3'-0" 1 3/4" 6'-8" F WOOD PAINT _ WOOD PAINT A Note 6 ° ' "' f( lot( EL a _ 1019 HALL 2'-8" 1 3/4" 6'-6" NA WOOD NA WOOD PAINT NOTE 3 Note 3 \ / /` ( - I • 110 EXHIBIT SPACE 3 2'-10" 1 3/4" 6'-9" G WOOD PAINT EXIST PAINT EXIST Note 4 \ / / :, n 112 EXHIBIT SPACE 4 2'-10" 1 3/4" 6'-9" F WOOD PAINT WOOD PAINT EXIST Note 2 @:� ,':` '" 's': "` 1°"? :"'' r':1" " - '"` t q� ` i ,.:.,...5 . a .,.,,... . C'z \?\:-llL+� 1+5.'P.{��i L,:�)i�'�i t_I i if 113 EXHIBIT SPACE 3 3'-0" 1 3/4" 6'-8" G WOOD PAINT WOOD PAINT NOTE 6 Note 2, 7 1\ 1 :u ILI I`CI=Eli, G1ii + r i ass tl, s1°t!;? � 'L 1 14 EXHIBIT SPACE 3 2'-6" 1 3/4" 6'-6" EXIST EXIST PAINT EXIST PAINT EXIST Note 5 \ 3 a- This ssruct rc is ry fired io i�;' e �rouisions c�: ct'tf#s1 L�tlltal't fivva aS "tii?s' 3G, 1-?afic,sai:,.;atl Persnns, GENERAL DOOR SCHEDULE NOTES � � � _ ���i�ii,1 �o�v �� GPar�+a Annotated. A. DOOR DIMENSIONS ARE APPROXIMATE: COORDINATE ALL DIMENSIONS WITH FIELD CONDITIONS PRIOR TO A B C D E F G Al 00 PURCHASE OF DOORS AND MATERIALS. DOUBLE 1X4 LATTICE BOARD BOARD BOARD 4 PANEL 1 LITE 1X4 LATTICE ON BOARD ON BOARD ON BOARD 2 PANEL 3 DOOR TYPES Al00 N.T.S. LEGEND �� i J :;\\ 001 �l NEW DOOR AND IDENTIFICATION NUMBER: SEE DOOR SCHEDULE EXISTING DOOR AND IDENTIFICATION NUMBER: �CTYP} SEE DOOR SCHEDULE r- -I 001= 1111110111111 ��= `C, �'� `►,a' •�� 0• MODIFIED EXISTING DOOR AND IDENTIFICATION Q� o o N ch 4-0 0 �Q�.; I 1 (TYP NUMBER: SEE DOOR SCHEDLE 0 d-in `�j °• 1 PORCH ROOF 0 >, IQ. ( M 0 if) a°, ROOM ROOM IDENTIFICATION TAG WITH ROOM C • •10001 NUMBER .4 O i HB W w .c N N m HOSE BIB ;_ �,�, C N AMSL ABOVE MEAN SEA LEVEL i a,rn.a RI AFF ABOVE FINISH FLOOR 0 < N N .�.;? g Ire it I!�I ►:t _ FG 36.75 FINISH GRADE OF 36.75: SEE SURVEY FOR �� A ' I / BENCHMARK TP 36.75 TOP OF PAVER ® 36.75 AMSL • �� G�O,Q 1 0 1 ( ' /TD 36.75 TOP OF DRAIN ® 36.75 AMSL fi?- ��. A-501 A-501 4 DANIEL "� EXISTING WALL CONSTRUCTION TO REMAIN '� `(J ' EXTERIOR WALL: 1X WOOD ON 2X4 WOOD / ; 4 _ - FRAMING: SEE ELEVATIONS FOR ;tt 1x U � CONFIGURATION. WALL LOCATED RELATIVE TO �,�C yE�o EXHIBIT SPACE 1 \\Vii+ EXHIBIT SPACE 2 DIAGONAL BRACING: SEE DETAILS. . 1%- '' \ 0. TYP ,., 101 \\ 102 1 0 .�� � 'E D 1 1 _ ,-.i/�ZIO= EXTERIOR WALL: 1X WOOD (SEE ELEVATIONS FOR CONFIGURATION); ON Y2" PURLINS FOR - - - 1 '_ •( I') VENT SPACE, ON VAPOR BARRIER ON 4\ ' I - PLYWOOD SHEATHING ON 2X4 CO 16" O.C. ,�.i n � _ A-501 I ( - WOOD STUDS, THERMAL INSULATION AND v = �\ ( ( INTERIOR FINISH PER FINISH SCHEDULE • 0 4" / \\\ 'y _ PORCH I I (TYP) ® INTERIOR PARTITION: FINISH PER FINISH ® CD a I /l' � ' \\ I I 11081 I , SCHEDULE; 2X4 (UNLESS NOTED OTHERWISE) r� > 1i■■�■►.ii■■■�.�■■■11■■1■■■i 0 ©16"O.C. WOOD STUDS; FULL DEPTH SOUND (0 0 ■■■■m■■■■■munn■l■■■1 0 _ i DNe � ' ,, n ATTENUATION BLANKET; FINISH PER FINISH C >tav, �IIMERMLIMMs.IN11∎■1 / - SCHEDULE 0•6 �+�■i1Eirv'>tr ■�.■+��. .t____O PORCH ROOF I�_l MODIFICATION TO MATCH EXISTING WALL 0 .,�MR J I amtormemin■R .,■ms I j�� FIRST FLOOR FFE nzr_L____ t U i ii i�n�i ��iii■i ii'i AT 18.75 AMSL • v. iUiTis,`a.:7��■i■■■■■■■nmA`iE a li_�-�' / �- EXISTING DOOR AND WALL TO BE REMOVED 0 _ L..L_ L`I-�,I_ U L_I L,1/_',*--- L . EXHIBIT SPACE 3 �(TYP I FLOOR PLAN NOTES Q = o _L I Q' , - 1 106' I__ 1. EXISTING CLOSET, DOOR AND BUILT-IN 0 ���i■�- BU LT IN Ct _ _ IRONING BOARD TO BE REMOVED TO N L . ' A A. (_ • i ORIGINAL FINISHES: TURN OVER DOOR C 7 - �, 'I I//r ./ AND IRONING BOARD TO OWNER >'0 Q i� .d cot-w, 2. REMOVE AND PROTECT EXISTING WOOD � 474 I © SUPPLY GRILLES FOR DURATION OF -� 0 .� ■ C��:� (_L I CONSTRUCTION. SEAL FLOOR OPENING U -g / `� AND RE-INSTALL GRILLES. FINISH WITH Q� Jit` " • 1 >` ._ ' �.. �,.,,.%,� (_(_L (TYP} FINISH FLOOR. nn�� '� _o 5 -5 e-:i_J 1 it) W v REFERENCE L_L L L,� L L L_L W I 3. REQUIRED XFOR NEW SYSTEMS IR AS .D 0 0 4� liti L.L_L_L 15 _. LINE 1 - CAF-�R��I-�I�I. - �. iiiiiiiiri�• •� > � � 0 >, ---- --- 4. ATTIC ACCESS STAIR ABOVE 1'01- �LLLI LLB 111111-11,1111111111i 'r (_ ( �i \\\\' _ -„g .� 5. 16" X 16" BRICK CHIMNEY. DIMENSIONS SHOWN ARE APPROXIMATE. LOCATE _ TYP ���°'` m�° � C 0'C _LPHipITL5P�■CIE I 1��� 111. -LIIP111111111/41.51101111111 12 C ) CHIMNEY BASED ON FIELD EVIDENCE. y o`z Q° • mom-..°L.T c°. v._ _I LEIR _ _ °Q@ w• omNO 13!� � s 6. REFERENCE LINE 1 IS THE SOUTH FACE °� f(ya- � I �I . t Iv __ ( �mo°p c rod L L I L_L4}L_I L L L L REMAIN) OF EXHIBIT SPACE 4 (107}. g.w�co m os c cas°m° =�®mpO� 7. ELEVATOR DIMENSIONS ARE i%"_ -°° 2 ;5,2.1:E -L L L L (_L L , 111. I - APPROXIMATE: COORDINATE EXACT c"-12,qa a�w-0 ms"° o,p°ON mg °'vo° . . .►< .►� ►��' DIMENSIONS WITH SELECTED EQUIPMENT it�-2 �' .,E %� L_ -I PROVIDE FRAMING AS REQUIRED AND 3.,.. L� - ° °m0U V'-ec �,C0- v°::Na m-S..0 o°E-5 c.-_ m�QQ. cm'vw Ms. I; sd a°i70U °pin Oa•° ? _ _}= ''''`' 's'`'`' "'``'` I.f~` PLYWOOD PATCH TO DEPTH OF EXISTING °'a a "' C).5'.Lm aaw ill.1 ;';'t ;, ``'' FLOORING AT DEFUNCT HVAC SUPPLY s1:- ' .. 9. METAL RIDGE CAP REVISIONS: 10. VALLEY FLASHING , 11:,‘ 1 FIRST FLOOR PLAN f . %. 2 ROOF PLAN # 11. WOOD SHAKE ROOFING o A O1 1/4" = 1'-O" Al O1 1/4" = 1'-O" ;i, i; , ��F}'?1 t? } 4 ., r,'_.,?; .:` ; °�:1 <s> °�� 12. METAL CHIMNEY CAP: SEE DETAIL y y _ ' T z :1' __.:S:;N 2u ra 13. EXISTING WALL TO REMAIN. PROTECT FINISH SCHEDULE ,-1 - x SOUTH FACE FROM DAMAGE. PROVIDE WALLS GENERAL FLOOR BASE CEILING 1-.1 „ ai _ x�ro ; , North South East West i'�j ii ;°= a p REQUIRED LFOR 4NOM NA©16"0.C. 4"F WALL AND S ' Notes No. Space Material Finish Type Finish Material Finish Material Finish Material Finish Material Finish Material Finish Tr Height ELEVATOR SIDE FINISH. oli 41 001 EXHIBIT SPACE G1 CONC. SEAL A PAINT WD. FRM. PAINT WD. FRM. PAINT WD. FRM. PAINT WD. FRM. PAINT BEAD BD. PAINT A NOTE 1 NOTE 3 14. REMOVE EXISTING BATHROOM FIXTURES e p p 002 EXHIBIT SPACE G2 CONC. SEAL A PAINT WD. FRM. PAINT WD. FRM. PAINT WD. FRM. PAINT WD. FRM. PAINT BEAD BD. PAINT A NOTE 1 NOTE 3 Cv ,�1 11_;`fiY AND CAP OFF PLUMBING WITHIN WALLS. x 003 EXHIBIT SPACE G3 CONC. SEAL NOTE 1 ' PAINT WD. FRM. PAINT WD. FRM. PAINT WD. FRM. PAINT WD. FRM. PAINT BEAD BD. PAINT A NOTE 1 ` E ;,�[�?C�li,�,� REMOVE BATHROOM PARTITIONS AND � � o � 004 STORAGE CONC. SEAL A I PAINT GYP BD PAINT GYP. BD. PAINT GYP BD PAINT GYP BD PAINT GYP. BD. PAINT NONE NOTE 1 r a i °i :Lo rr;ee, ine provisions a4. � w 005 ELEVATOR CONC. SEAL N/A N/A GYP BD PAINT GYP. BD. PAINT GYP BD PAINT GYP BD PAINT GYP. BD. PAINT NONE NOTE 1 n,;s �t,u�4�r ig ersons, DOORS TO LIMITS SHOWN. �. ;�ici:z �G. 'rlan�icaP�-.d P 006 MECHANICAL CONC. SEAL NOTE 1 PAINT WD. FRM. PAINT WD. FRM. PAINT WD. FRM. PAINT WD. FRM. PAINT BEAD BD. PAINT NONE NOTE 1 lYr��ral �� ofi Georgia Annotated. n/ CU '^ 007 EXHIBIT SPACE G4 CONC. SEAL NOTE 1 PAINT NOTE 4 PAINT NOTE 4 PAINT NOTE 4 PAINT NOTE 4 PAINT BEAD BD. PAINT A NOTE 1 Note 2 15. REMOVE EXISTING DOOR AND PORTION LL rA 101 EXHIBIT SPACE 1 , EXIST SEAL EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST NOTE 1 OF WALL AS REQUIRED FOR NEW DOOR. O z 102 EXHIBIT SPACE 2 EXIST SEAL EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST NOTE 1 16. PORCH GUARDRAIL O Q .J 103 BATHROOM LINEOLEUM N/A A PAINT GYP BD PAINT GYP BD PAINT GYP BD PAINT GYP BD PAINT GYP. BD. PAINT NONE NOTE 1 104 HALL LINEOLEUM N/A NOTE 5 PAINT GYP BD PAINT GYP BD PAINT EXIST PAINT EXIST PAINT EXIST PAINT A NOTE 1 -1 J j a 106 EXHIBIT SPACE3 EXIST SEAL EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST NOTE 1 17. 5X5 COX GUARD POST IL 11. 107 EXHIBIT SPACE4 LINEOLEUM N/A EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST PAINT EXIST NOTE 1 0 0 108 PORCH WOOD PAINT NOTE 1 PAINT NOTE 1 PAINT NOTE 1 PAINT NOTE 1 PAINT NOTE 1 PAINT PAINT NOTE 1 NOTE 1 NOTE 1 18. NOT USED I- LL W o GENERAL FINISH NOTES " 1Y4 GRAB BAR TYP 19. P.T. 6X6 COX LAMINATED WOOD COLUMN O = Z 1x8 1y8 \ MIRROR ADD'L BLOCKING U le 3 A. CLOSETS AND INCIDENTAL ROOMS TO HAVE SAME WALL AND FLOOR FINISHES TO MATCH ADJACENT ROOM --� N.I.C. 3'-O" / / 4'-6" I BEYOND LL U} a. /3 UNLESS OTHERWISE NOTED 1'-O" 3'-6" B. EXISTING FINISHES TO BE RETAINED TO BE PROTECTED DURING CONSTRUCTION. PATCH AND REPAIR AND w ` - / / PROVIDE NEW TO MATCH WHERE REQUIRED. •- -C 3 Q -144.- TOILET PAPER C. EXISTING WOOD FLOORING TO BE PROTECTED DURING CONSTRUCTION. EXISTING FINISH TO BE RETAINED. T-\ \ PRIOR TO COMPLETION OF CONSTRUCTION, FLOORS TO BE BUFFED BY A PROFESSIONAL FLOOR FINISHER. L r-7_ PROVIDE TWO COATS OF SEALER TO MATCH. ''i Af N. * x20 ( --moo D. WD. FRM. DENOTES THE "BACK" OF A WOOD PANELLED WALL WHERE BOTH THE BACK OF THE PANELLING I < x r .f o .i Lir 3 AND THE WOOD FRAMING ARE EXPOSED AND TO BE PAINTED. A A A A "' N < i FINISH SCHEDULE NOTES BASE CROWN CORNER CASING \ \ Al N\ il. CONFIRM DIMENSIONS OF ALL TRIM WITH FIELD CONDITIONS. 1. SEE ELEVATIONS AND DETAILS FOR FINISHES 2. EXHIBIT SPACE G4 COMPRISES THE BALANCE OF THE GROUND FLOOR BENEATH THE HOUSE 3 TRIM TYPES CT\ BAT HROOM ELEVATIONS 3. TYPE "A" VERTICAL CORNER TRIM AT ALL VERTICAL JOINTS WHERE THE S IDING MEETS THE FRAMING 4. BOTH EXPOSED WOOD FRAME WALLS AND FINISHED WOOD WALLS A101 3" = 1'-0" 01 3/8" = 1'-0" 5. PROVIDE NEW TRIM TO MATCH EXISTING ELEVATION NOTES Ill 14 -0 1. GOUND FLOOR FiNISH FLOOR ELEVATION IS;:j rrr i-, MIMEO 0 APPROXIMATE: SEE GROUND FLOOR PLAN. rail = Z IMIIIIMIll MINIMUM IMMI ME N . 2. BRICK CHIMNEY WITH CAP e ,...... ......... ...... �� 12 ... 3. WOOD SHAKE ROOFING 8r 12 8V 4. WOOD FASCIA ON EXPOSED RAFTER TAILS IIIIIIIIIM MINIM 0 MCMINN 11111111•1111 1111111111MM MINIM IIIIIIIIIIIMII MIMI IMIIIMIII 5. EXISTING WOOD SIDING TO REMAIN: PATCH MIMI NMI= w 8� I AND REPAIR WHERE MISSING AND PROVIDE mom.MIMS "":11�•' NEW TO MATCH ON PORCH CONSTRUCTION AS 11111111111111111 liD En pin MEMOS mum. _ SHOWN. 0 p �, �� 6. EXISTING CORNER BOARD: NOTE � (I) c� o.' o _"� ORIENTATION °' _ _�� _ . m MIMI 0 I 7. EXTERIOR WOOD BLIND U t.,N n W o . N NM 0 8. PORCH COLUMN d3 ;+_ c.,csi Is _ Miii __ _- WOOD HANDRAIL AND GUARDRAIL U (0 ri - 1 17- 1-- - - -i I- - - -I I �TO. PORCH BEAM I I X I i t ( I 1 I 1 25.62 AMSL . :.:7: __ 1.■�■��__��.__ 19 _ _ _ _ - -- 10. INTERMEDIATE WOOD GUARDRAIL POST AT a < N -�y- m F./AEtL!= UVAtii___ =■ I i == _= = == == MiQPOINT.... I��s�l M 0 ,� �,���� = I[�(�I t�� �I ���i�I - N IEM N OF SPAN i MIN ■ � _�;; __ __ __ Ir:t __ __ SIDING T MA ON POSKIRT-_� "" - '- 12. CORNER BOARD TO MATCH EXISTING: � �� O _ .. -- *---...1111111111 _= ='= = +� ' ,_, �, � t==�U�/�I�1It , � � :_ .1' �■�71-�■m�•••�� �■���It�Eil�raiFnr� ---.____ t-_.-._.-.__� �����=■>is�i■i�■�rtn=== !■==iiv�iit�tit=�■� i ORIENTATION TO MATCH. ,,`�?� ,: 1 t■��■l:���1 1 d 1 1N1•i�iNi�i�11 1 i BEYOND"..'1.' 1 li tl 0 ■�1�■�:W�i 1 i 1 I FIRST FLOOR FF _. R� I! _`I� �` �- 1 .i iitti ���� ''�� i _ 1 __ 14. WOOD COLUMN 18.75 AMSL I' --'1 1 .1.11_.,�___ - -- -__ _ - _ T.O. PORCH BEAM j � Ir h �t� �� '� \ I 15. 1X4 S4S LATTICE UNDERPINNING: AT 7" / 0iiTEN°' �/ 1111111111116111111111- - - NIMINI - - - - - - .�:■- - ; - - - ; - - - - - - - - - - -IIII!' - - - - •- - - - -.-` O.C. � r•`c�. 10111 111 17.81 AMSL _. _ ■■tt1��r ,>] �� � � 11 �Cp �,, .kb,,111� �' � ' � I! 14%4 41 144 ., j 16. 1X4 S4S LATTIGE TO MATCH de ������ �� : / -- it i �� 4%� ,� w 30 UNDERPINNING ON BOTH SIDES OF STAIRS rn 11 i �i 1111 1 1111111110_1111 I I 1 _ i ; ,_ III 1 - i1.4, 44_44 _4% . I _ = 17. FRAME AROUND CONDENSING UNiT -F�i 1111111111111111111111111 � � � -� >>i ��4 ��: - EXHAUST GRILLE�"�� � ,� p ibi-J-Nr..1:044::%■4141, 18. OPERABLE GATE IN LATTICE UNDERPINNING •- � ∎i it w {,� a-+ 19. T&G 1X4 VERTICAL SIDING O j GROUND FLOOR FF 111111.1111111111111 11111111/11111111_ - - - - - - - - - - - - - - - IIIIIIIi■-!Ikt:111111_ .--11111111110111 . d:; SEE EAST ELEVATION FOR TYPICAL NOTES _ WITH TYPICAL NOTES 20. OPEN TO SHOWER BEYOND 21. BERMUDA TYPE BLIND al fii 1 SOUTH ELEVATION 2 EAST ELEVATION 22. 1 X4XS4S TRIM V A200 1/4" = 1 -0 `� A200 1/4 = 1 0 .f ti •9 c 23. BEADED (2 BEADS PER BOARD, ONE AT O 2 THE TONGUE AND ONE AT THE MID-POINT) . -I-0 03 817 8V T&G 1X4 VERTICAL SIDING ON EXPOSED CO U FRAMING BEYOND. BEADED FACE iS THE ..... O I EXTERIOR FACE. I I i 24. 2X4 TOP PLATE (/ -D 25. HINGED DOOR TO MATCH ADJOINING SIDING, LATTICE AND TRIM 0 j 26. 2X4 VERT WOOD STUD BEYOND: SPACED ,��,' Q ro EQUALLY AS SHOWN Q . 27. BRICK STEP PI% 0 _ c 13 4t- -■.. 4 2 - 28. EXPOSED WOOD BEAM (I) v a mia_ _ - --"ROM _ 29. HINGED DOOR TO MATCH ADJOINING SIDING - M ai alb T.O. PORCH BEAM - -1 1 - __ I (_ �- - �.- - - AND TRIM. FRAME AND CUT TOP CORNERS AS Q ii- 2.----2 n_..... 25.62 AMSL _ _ - �■ REQUIRED TO CLEAR DIAGONAL BRACKETS. Ce 0 �>, -- �= __' - - 30. TYPICAL ALL PERIMETER LATTICE SE 11 i 1 :,_ I `�_ - h •i 3 T C p.i L N, a 1. SLIDING SASH WINDOW: RE-INSTALL ---- -- - SASH IN NEW CONSTRUCTION. SEE ->` °L� EXISTING orn o �- t II [ is =R� I 1� 11 IOI =■1_ ►�/I1 =I I 11 - - DETAIL. ° °o�i a m m' a _ 1 I ❑ 1 -III i �1 II I _ ° .c._v 3L =d , II ( 1 i 1= �i It �- 32. METAL HANDRAIL c °m y o w°° • 1 I I .1�� t t- -.I II -.- •t=5° m c�•rn 2.6..5 t Ea �c °oor- aioa� �m.+°p occ .2-6 FIRST FLOOR FF 1 i _ - ___ 33. EXPOSED 2X4 WOOD FRAMING BEYOND ..5"-67,-6 ° ° ° 18.75 AMSL \ • T.O. PORCH BEAM ! ! {`.• - 34: STEP FLASHING PER SMACNA °° a .. ° .` .mil��i♦ °�C L N °O�$'C, N.°..y° _ m m 3 p p� �•� rni p�_°O W ++C C -►.- ' � � � r__ � ' _ _ _ ■ REQUIREMENTS 3 ai m� ti y�mr 17.81 AMSL 1 I -I \ s • ► i 11 . � � ' 111 111 ' I � � _ � II � iil � � ` i � i � � - - � � °t�m= o�am 1 C 11111 f ilif �r1 �� , ' 35. LINE OF SHELF UNIT TO BE INSTALLED s Qr u,•o G-. 811.1 .�>> 1 1 1 1 1 1 � 1 I 1 ( , �� 36. 1 X6XS4S (BUTT JOINED) ON EXPOSED rn i i ` , i i ( f ' , 6 (� • i + � 37 ' FRAMING BEYOND REVISIONS: f1T� I II ' j y 37.38. PORCH DECK SLOPES GROUND FLOOR FF I - - - - - - - - - billidlil - - - - - --- - - - - - - 111111 - - - . -I I - - - - - - - - - - - ' - 39. BOTTOM OF SKIRT TO BE LEVEL • $ 1©.00-AC- - - - - 0 SEE EAST ELEVATION FOR TYPICAL NOTES SEE EAST ELEVATION FOR TYPICAL NOTES 40. SIDING TO ALIGN THROUGHOUT THE 3 NORTH ELEVATION 4 WEST ELEVATION 4 f `z 6 `� N g '," BUILDING A200 I/4„ = 1'-O" A200 I 1/4" = 1'-0" (2 sec-. -, E. { tie d o f 0 V- • { pp NA r i 0 .e a �....„..„..tn. ..�� ��� �. A pi r i _ _ _ r r r r a a s r. r a y „y U�� �r r r� ,. r ■ as r ,• r 111 .r Till - r grill c° t'1(11i~t 1.` Si43a 1!I i�� ii �i�.111∎1•//1�tt�� -- I- 1 ` \ , `, rI N� i , \ Ali t�CttlS � to.l l"i z t ti ' V1 ELEVAT gim 1 [,,,,,,,,,,„,,,„ as ID111111111 S i I' 25 1 1 - _ - r.7 1 II I �: �� � �} ,, � j �, f� / l�i ! ! }- o. • ill u4 - / C I 11 I _ Q 1 1 it 1 u� a a a r r r r r a a a .„,;, ,i i,fi ?.i'.# „-i.I"si°I 1► II11 111 ill lil W i r ■r r r r a ■s�■ ar� a r i ' ' ��� �i i>_x `i '-'! 1 sasa 4,` t "£ It} Z GROUND FLO+- (_ - I- - - - IL - - �, - - - -����--- .��.�r��1_. ��__����--- �.�. ___--==_� = ;,;a;;a ,t , ._ �; J 3 X10.00 AMSL � " 7LI-Huf.1 i1 as 0 0 SOUTH EAST NORTH � EAST SOUTH WEST NORTH •--------- - -- W a o 5 EXHIBIT SPACE G3/ELEVATOR ELEVATIONS 6 ` EXHIBIT SPACES G 1/G2 ELEVATIONS `=7'' "' ' t4thIt 1 A200 1/4" = 1'-O" A200 1/4" = 1'-0" Ow ,E) ,. 4 - -0q-,,(AE-zo ) A200 i ydrostat... ve;.: rcCr!'::. I'` 'ei`ev ..atei 3ressute in enctosed sp.aeo i1`,'leiii iloA .,i iion. : sitit�ic incti -?} v}}eri 7i required iir ».._'i1 I sd i- .ie ,v,n of Hai): •r3�, Bottom o. tveiit it.i_. u. vit:iid I toot .:i `ehL grade elevation}. Vents nisi De placed in opposite walls t!c permit water to flow. 6 DETAIL NOTES Ail '' 1. COMPACTED FILL i%1:�//'J t:: •:: \ 2. LANDSCAPE FABRIC w 11.1•::1+ •1�1i,%::o,' ` %!!' am+�+,+i+,a +i+it•�•if 4il1lta 111!••..•.. Y..'iiilil•• 1111•.!-`.-_`, �'t_"Lf i+i••:•:•i•:•ti•!' :+:+:+:+:+:+ + :���, 3. VAPOR BARRIER 110•j::::::::::41,411404,1 '4031/::::::::::::::::::k=:,, �\S\�- TO MATCH EXIST .:.......................,.. 0000.i 0000!... �/ � ���`��Sc��_ 4. OYSTER SHELL BED /JIii100.0.::::*/�i.n.:�i�t�t�,u. 4::::::iii!:/:i:::::::,�,�i+a�,,,•, --`� ���\�\ n fi��a1i1i1t1i1i1f111f1t111t1t/i1�• , •`::::::::::::!;.:::::::•44•:4•1c-: 11-..,-,01::::41:4::::4•00.4,0,- \\ '�c; 5. 4 THICK {MIN) 3000 PSI CONCRETE 39 '-_'•'•`•`•'•'•'•'•'•'•`•'•'•`.•. 00.0•.•.-.•.•.•.•.•.•.•.•.•.`.: -_ e !:' ►:+:•:+:+:+i+i+:•:•:•i••, •,•!•i•!•!•l+.off+!•l+i+: 1!:III*iiiii : ...': 4:01•0••+ia f•0a• •.•.•.•.•,•.•.�`.•.•.•.•1 \\\ 6. 6X6 9rio WWF,y ::i ►•,•iii••/+,+i• .,i,f,/,i,i f;.,/,i,• e ` �'•\1� !•i ° ++++• •• '��'--��i,-•- � i,� 1 \\\\\'- � = = ...4.4,04.0.:0-- ►� 0 0 0 0 .:..........." �.' ::`sc;;_ 7. #5 (CONTINUOUS); WRAP TURN-DOWN 3" U N O N Yt . ,,,/..v;1444,11:;„_,: ,i ,:•:,-i`. - •:, .•,:�:•:-. •:siiii;/;,:iii;:;:;;,. .. .ti�i ���5; FOOTING AROUND TIMBER COLUMN; .c �g1�i1,1i1,1,1,1,1,1,1a��> > ii,1,1i«r ,,1.1i1,y1,1f1i1,1,1.it���i•1,s1s11f1 ,• .f+++••+••+ DISCONTINUE CAD CONTROL JOINTS �+-�it> i,•i•,•i•,b+,+,+s+,+,. ^ 11 » M O tf>I • •••••••• i 63 •i i::„*•iii••+:::4 , 111 Q� '•`i`a:'i�:`i:`•`•'�`:i':i� h17 •/ •„•/iif1,••• ' !••.`!i .4,40•i•t t �� TS co co a /1 i+f+f•i+!•ii+f+i•i f•,•!• .�i,f P,,s 7-C,!i i.\�. f 30 1000.. ,. 0000 EXPANSION JOINT �jJ.,i i,•,•,i i,•,!,•�+.10.1`.1 1111 0 �� I t'i4 OELEVATIONS CD ; c as W c � �, ,iii,AititiiillgaigWe' ••••• 11 �� I 11. 2x LATTICE STRUCTURE CO L" r CO °' x 0000., 00004 ✓r, 12. COLUMN BRACING N �I' y.- • ° ROOF RIDGE 3 EXHBT SP G1 & G2 WINDOW .++..,.,,,� 13. SILL BEAM 0000' ,,, 1 1 2 = 1 -0 A500 1 1�2" = 1'-Off 0 0 0 0. OF ,il, �'. -f.-!• :•:•:•:•:• 14. NEW SiDiNG TO MATCH AS REQUIRED (� , Ii y1,1.11,:1 ,,,i, ., •lilt �, i ...- 4g %kW:. ;0000. ` .1000.. 0000. L �, .rr ► ;+::::: � � ,, °.' � ,"'_°� , ;?erg ;•••1.1.1•; ■ � • I 15. TRIM TO MATCH (/1 11isi > s' t�.� :§-,s, o.:•:•:•:•: ;1111111111. ti� �� ,4440:,0,i DANIEL 1, t.l }�-; ,.,. : ;•:•:•:•:•:i�, 16. 1x T&G WOOD CEILING �' +,,•,•,t,•,. _ t I,t,i,t,•,1 ` t3Q T:1 3`yii3: ■:+:+:+:+:•11 aS�; �. `��, 52 � k t. '.a•••••!• _ ' ∎:::::•!•!•4' `ic c- cV 17. SISTER & STAGGER 2x JOISTS TO MATCH `' ' .,1,... - ,:�4 ��: - -s fi; ;,:.1411:.:R�. \`c-• t+) r50 THE EXISTING JOIST HEIGHT; GLUE AND `� , �i,� c;'.- U' a ,its`- \ NAIL; 12 O.C. (MAX); SEE STRUCTURAL c \GATE NO' l 0000 . 1 0 i !-_\��•- t 0000. ;44:::::: , ::::: , �.a;� �, � `ec- » ,0000 1 EXIST ....1 ,. ;�{,.� ..... ,� - - ;.1.1.,.1., ;1,1,`,`,1: ■��7►1\ ` 4 18. GATT INSULATION ��;Q- {�Y�' ;0:0:0:0:•: ,•!......•i l '•! y 19. EXISTING FINISH is .1000.. • ....1 0000. - L !i;IFiiJiJ l a I i i v it,1 I it ._,1 C;.s c= •!•t•,•••i - !„!+ 20. SPRAY-FOAM INSULATION r,1,•,•,,,1 '.7 t i �l ±;�,:2 ice:i. _..a ,`.•+`:+t. Z "'"` 21. lx x FASCIA ,1 l f 1 t E •J:„ . ..1..� S-'r:...,:. 1 4 4 4! ......•:•: .. `,1.1,1.1:,: \7-` �rt>;,._:; ._,...,• ,.,.,.,.,• - Q a- 22. METAL DRIP W �_ :1:1:1:1: r , 1 ;i:f:I:� 5 23. 1x T&G WOOD PURLIN TO MATCH PORCH v �"' '0:00:0• '00:00• Z : Z d '. CEILING a 'f4y.- itb11 h••••• Z -% , - 24. WOOD SHINGLES CO 0 le SEE STRUCTURAL DRAWINGS FOR TYPICAL i `1 i. 51 � eti#25. 1 x WOOD TRIM i7 0 - 26. EXISTING RAFTER TAIL U 'a TIE D W N NOTES 27. 2x8 RAFTERS ® 16" O.C. {MAX) •L, C^ r;•:•: ;•. �t•:•:• ;. 1•:•. �t•:•:•:+. ;.,.,.,.,.;1 N 28. (2) SIMPSON H2.5 HURRICANE CLIPS �+^' d- PER RAFTER; ONE EACH SIDE,►y,,,,,,,e �;t,•1/t. /1.1.1,1•:. ,,1,,0:00, a f �A .!:::!:••• x'::::: t::::: ;::::: • • STAGGERED v0 V ,...l. ,..... 0000 0000. 0000. :,:1:,:: i. ;::::::1,:: :s1 1:::::4.1 1 4.••0. ,..... 0000. >..... 0000. :,5,:,:,1, ►�,1,;,S,t• ;:::::::::: ,•,•,•,•,• 29. FULL-DEPTH BLOCKING n)I i�4!/,i,ilt: ►1:+:•:+:•i' �:�:�:a:�i ii:;*;:i: 1:•:•:•:•:•l e� W ,`,�-1,1,., ,,1,1,,1,,. ,,•,l,lt,. ,,1,1,1,i,i■ FIRST FLOOR ':•••••;•,•�\ •••' k t _ §1:1:111 o __ 30. 2x12 RIDGE BOARD pp ;Milk ►-i 1 0101. 14444.4 ^, ;,:�:�:1:1: 1,:,:,:,:,1 y )1•,•,1,1:. 1,•1:1:1:,: ` I 4FFE ;0:0:0:0:•:' �� ■, ;•:0:10:1•:•� f•:•:•_•2_•f_` 31. METAL RiDGE CAP (J) iO 14114:1-1e. ;•:•:•:•:•: ;•:ott,.•: - T t `•}� i i 32. PLYWOOD SHEATHING �t�t M 40:4._.z.:._11:•:•:•:•:i I 1. 11.11iliv T �r•••••••••f T T T T T T T 0`0'0'0`•• , d 49 tiv 0000. :: : :: :::•: 0000. ` 0000• ::::::: `'••1•••, ,1i:1:0,'; 33. #4 ® 12» O.C. EACH WAY +' > C� i,t•• r••i•. aflt '1•i+l+•+t+ M. ?Al ��/•1•i•••••. ,•1.1.1.1• I O L'•iI,••!•!•!+i 1 1 �.� 1 - 35 ''':•:•:•:•:• } 1 ` ':igili•: I l 34. 'f?� ANCHOR BOLTS @ 16» Q.C. -p 1•+i•!•1•!• )��i�i�i!i! �. Z . �. �•••••••••! ft of �•+•!•:::: r������.��.n.� � �w ._J .- .rte r ,r _- a��t�r�.r.:»� ���. Q ��►� ✓ -�.rrs. 4 .t�....w. �����`.rrr.. f- ►N.r_✓ r���� w-±ii.... -c r w/2 x WASHERS (MIN); AT ELEVATOR W t 0*VOrd i 4••I etv !� 40 �� 1 T.O. BEAM , WALLS ONLY X11 �+ ;��s;t% �� 35. GYPSUM W 7.) - 14 1 �. / 1 59 ► I BOARD ►� N a) N 0 :16 i- II 36. VERTICAL T&G FLUSH WOOD SiDIN ��Z ."' 0 ►t ,� .' ,i � t 37. , " FURRING STRIPS (STAGGERED AND r ii; p G 1 ie 13 ' < 25 ' NON-CONTINUOUS TO ALLOW 4 LI gr Ri 0 0 • VENTILATION) 0 24" O.C. VERTICAL (MAX) 38PROVIDE " ASPACE BETWEEN SIING 1 o�1 t1iiI ALIGN 60'� Q L v�ALIGN 61 42 I39.l ,. _ _ 40. METAL FLASHING L :::0-01.-Z 0rIP 1b1 • 40 iN!* i y 40 41. T&G FLUSH WOOD SIDING �Eav ;o° m `., g' . ! * 1 25 , 42. VERTICAL FURRING 0 16" O.C. (MAX} �.a°'■n: c._^ m$pQ cmvw q 42' 1 �4 IL II ' ` ; 43. BLOCKING AS REQUIRED N-a4S-k i DETAIL NOTES 1 /c!;: 1. " EXPANSION JOINT 1 / \ I L 2. CHIMNEY IS NOMINALLY 16" SQUARE; / \ ' BUILD TO EVIDENCE OF ORIGINAL . / '� -"" \ tt CHIMNEY DIMENSIONS AND LOCATION / \ _._ / \\ 3. FILL ALL VOIDS WITH MORTAR/CONCRETE: / \ CHIMNEY IS ONE SOLID ELEMENT / \ - / \ 4. HORZ. LADDER TYPE JOINT // \\ REINFORCEMENT ® 16" O.C. VERTICAL le / \ 1 5. (2) #5 FOOTING DOWELS IN CHIMNEY; N N `" `• / \ EPDXY INTO FOOTING / \\ 6. METAL CAP �-+ N C� M CO A-500 co O Q m°C Si / 11711111•11•11111 7. BUILDING WRAP W w i N N / \ "PORCH C N N N I \ SEE PORCH WALL & 8. (2) 2x12 BLOCKING cs > v wv. •2 W c c m- 1 GUARD DETAIL" FOR 9. CONTINUOUS CLEAT CO L CO > X ^ TYPICAL NOTES O Q cv 1 10. )"ox12" ANCHOR BOLTS 0 8" O.C. ` 11. SCREW W/WASHER IN SLOTTED HOLE 0 `�` 12" O.C. (MIN 3/SIDE ON ONE SIDE IS 34 7 ONLY) ��, F (��. 18 5Y2" : 12. TIMBER COLUMN Sc FOUNDATION: SEE �� .' DANIEL �� 1 g STRUCTURAL NI I 1 (BEYOND EXIST RS FLOOR 1 19 SN ►' a> - 13. 2' x4' DEEP AUGERED FOOTING; 41�� l II XQ «r fr/,�/f�,/, 1�� ` 27 BACKFILL WITH 4000 PSI CONCRETE UP / �;�� ��` ~' G II *g TO 4" FROM GRADE �� ��rN°' 40 II A y~~`��`1�Ik�NI��� 14. DRIVE (2) #4x12" REBAR THROUGH �� Q kk° , II IV I /( Tel MEMBER ON OPPOSITE SIDES AS SHOWN e �rrr�.i. 1Z�� I��► I��I i - - � 15. 2x6 COLLAR TIE 0 EACH SET OF NEW �1= -� (l _` kV RAFTERS •1.+ z N \ I ` i 16. :RW:: •k./Jl ��_.�.( -B I 7. DECKING O ((� lFIR�T - i `r' , ' I I j 18. 2x WOOD TREAD (0 Q FLR" FFE I r t ` 22 r �.__ ' ,'i`''ce' ;MC : T PORCH / 19. PORCH JOISTS; DEPTHS VARY AT SOUTH AA Ilr , � , BM ► PLANS FOR ADA ACCESS TO PORCH; SEE V �/ /1► •� c I I 20. SILL BEAM 0 21. PORCH BEAM ' Li - to 0 u I 5 STAIRS RINGER 6 STAIR GUARD 22. 2x LEDGER •- o A 01 1 1/2" = 1'-0" {�1 1 1/2" = 1'-0" 23. 1 x WOOD RISER BOARD = (1) 5 5 39 39 39 V\ 24. 2x12 STRINGER \ \ Po 2 25. 1x WOOD TRIM C 0 irt 0) ro fJ�f;`1.��� r - 26. LAG STAIR GUARD POSTS INTO SIDE OF j BEAM BELOW • GR UND 24 4 1 27. STAIR HEADER BEAM U ./.7A i.. . _-_....._ _��_-_�.._-_-_.�_-_-_-_-_-_-=-=ten.' .�_-_-_-_- A� l / j \ - % . 34 28. SIDING TO MATCH EXISTING W �.. _ / 12 ` T/ \-,.r I. ,- �rrrrr.�..����. V) , U u T'"u u ( I �\ 29. VERTICAL LATICE WALL SYSTEM �•� 1 I TYPICAL BUILDING SECTION L J 30. 3"x3"xY4" HDG CLIP W/Yz" BOLTS t� EAC I-�'ii A5d 1 3/ _-1'-0" `` " 1»/FT. MIN. - - - - �' - -, I I CARRIAGE v d ° •II °4° ° IIe. o 31. 2x PLATE _;m�;L mvc �.t+ 4• �OIjj�OI`j�s'Ij�&I v . .. o { �, a A so.T :2:.:::::: O Q ° d. oc ® tom o�?S� { �DIO�NO�NO�`Id�`I a I I o + ov•-c • a ® - + 4*.r44"•+44 mo 4.4.- 32. ) 0 HDG ANCHOR "r. - J • OI OI OI OI OI v d o Sus a� ocY'4 1 Rt��: �+�� a r j�Ol�jIOI4.4''I�,�O4MZ • ° A 1���1��1 ALL - m>' . °r,r.�°- A!IAi s!4.4�!IAi.!IAi s!.4 a v I( E E it ��/ /�J_L� _ c�' 3 - INI matikil (_ '..} 33. (2) #5's CONTINUOUS a�Tm ma 1" MIN. LAP` �j►��'� _ _ `q -I I -� I e ° .a �.°. 1 III-' ) I I-I s vo o c -0(BOTH SIDES) i�%,!�l// % YAk. o •� '1•'4'1 34. 5x5 COX LAMINATED COLUMN - m 52. -�--- Y u�' I I I J+I j II �, 1 I II I I- c s.a�O OCL•a, m C v O 1;��,���� d 3-Fig •ccmm I °.2 1'�® ,i���!%{// \\ 4 34 . f {I I e �a III III(i{III-HI( ) I 35. 1}�"S6 METAL HANDRAIL ..a a%ad m c o m o O ,� igi �� >rr.:., =1 I I-I 111,_Ql,k► I I11 I- i �- N m0 cam=�o 1 o I�-/f!i„�t, A-501 t� {-III iii i� ' v`�m w a- m- o o 7..- 4♦ I ��� STAIR FOOTING 36. WOOD GUARD TOP RAIL m�Ti� !?a`Qs� t.-c o°a_macam� a.�a c ��. j ����� � 37. BRICK WALK; SEE PLANS FOR EXTENTS redre IVAfA I = r1 I I I , A501 1 1/2" 1'-0» 38. BLOCKING W/Y2"� ANCHOR AlWie 1 I r##,,41 I I �) REVISIONS:�'1.�-��r" ( ` ( I r �.�.�.� C 39. TIMBER COLUMN :s . ° " G e - -0-I I -v� v,,' �- ►v- I I ih i ��� 40. LAMINATED -.CO LU? --4-v Mom N R.ac� 4 ,,,,.i;i I....14112 4 i g - - I ��." �t ���� '���� - ���� A 41. NOTCH JOISTS FOR THICKER TREAD (- -fi -1/ ► a° / i 0 I_!I- . . \ 3 H11- I - 42. BLOCKING AS REQUIRED 1 -4 �F'F{VF), ' / M ` © -1 f Q 23 s -=-: l III ; i J 4 43. FINISHED GRADE o 40 0 .. r/ r I -r it I I O. A �jI I� 0pA0I Ati4i2k (i &tt �OY4�3OIjVOi4�OYi�4OI4�1 I .! /� VAN2iA:„,,,,a,.... .. . � I I I I 0, V4. ` , 4. � 4 �'�t ,� ���I %��,I ",�� �, ,oyr �� �wow ' -41 ��5�` 3%�1%����1�I�+74% �i�rs�r�r�s� rrirriIi►rsi ��i Aram - olli C"OF.e4.42v1:+41.+4.:+..4 :+#41 .*.t, A�`AeRZe` tt$1 , ' M , , StoA� I` a�I�A I- (" 4 I I II r Y v ►e i I I A-501 .!.,;14 • e.I �I o � a II I : At M.I 111_111m 1 I I I (1 i ,r .:iy 1-Vi {:]c i...: .. �,i 1 v 9 - W:° eo III-111 ' � ( I- I-I I 1 1 1 , I ,. i o 4 a. -- _ Q v . v n-III_ III-III III / , • ° , Iva I I I � I ! / ,1 I 0 f � ' . ? 'I I pp , . , • i ,si ' t ;;=•I I I e /v d i. - 4 I II III III ..6 _11 1 1 1-1 1 1-I �■ 1- + P r• •2 -III- j f ui \I III : -- °FA 4 ° $ •ii 1 4.'1 v .a 1 ° a a . v e. I I.- o ' 1 LL J!L :4 :___v d 4 v. a f� � r 0 fl∎••asp 1 ` , . . .. : _ .f _t ! , E }'fit i3, idf, ..-n 1 U( 111 II „ `' ., ...`, ii ii ; ,_ -I ( \ I W il° 1 a o CO 0- I I- .°.. < • •'v - -El II= . .a 4 s �9l7 6 , a1s ix7L�l :.��>u o b 1 I II a _•- v L a ° I- : e ••ed.. • v SEE �TIMB R LUMN Sc- -e d d . . FOUNDATIO4 D�TAIL FOR- -:- , . ---""'I 4 = = - • • - • " -•• . 1I I= .. a : TYPICAL NOTES o . ° ea I I ` ' II I ° - e•a . d o .d° e a o _ ... I 1171 1 IAItJ■ . . -1 I - 1% ° ' . .Q• ` .;liH4 1 1 °• . a ° v4 v a v ....................................... ........„ ....,... _ , ____ , ,(7" AUGERED TG DETAIL 3 CHIMN -Y DETAIL 4 EAST STAIR PLAN/DETAIL 8 SOUTH STAIR PLAN/DETAIL L A501 1 1/2" = 1'-0" A501 1 1/2" = 1'-0" A501 1 1/2" = 1'-0" A501 1 1/2" = 1'-0" , 3 5 1.00 GENERAL 2.20 TESTING AGENCY WILL TEXT COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D 4.00 STRUCTURAL STEEL 1556, ASTM D 2167, ASTM 0 2922, AND ASTM 0 2937, AS APPLICABLE. TESTS WILL t4 1.01 ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 BE PERFORMED AT ISOLATED COLUMN FOOTING LOCATIONS. 4.01 ALL STRUCTURAL STFFI. CONSTRUCTION SHALL CONFORM TO THE AISC "SPECIFICATION EDITION. REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN FOR STRUCTURAL StlrtL BUILDINGS, DATED MARCH 9, 2005, AND THE CODE OF ' '----* . ` THE LATEST STANDARD OR CODE ADOPTED AND PUBUSHED. 2.21 WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED MARCH 18, 2005. / . . a & N. ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR .70 1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL 4.03 UNLESS NOTED OTHERWISE, STRUCTURAL STEEL SHALL CONFORM TO ASTM A992. ,_. .y 0 r WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCY. SPECIFIED SPECIFIED COMPACTION IS OBTAINED. ANGLES AND PLATES SHALL BE ASTM A36. i o .,,j f 1.03 NOTIFY THE ENGINEER OF CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY TO 2.22 PROTECT NEWLY GRADED AREAS FROM TRAFFIC, FREEZING, AND EROSION. KEEP FREE 4.04 ANCHOR BOLTS SHALL CONFORM TO ASTM F '1554 GRADE 36 UNLESS NOTED '-• \ : . 4 „ THOSE SHOWN ON THE CONTRACT DOCUMENTS. OF TRASH AND DEBRIS. OTHERWISE. o f/ 1.04 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY 2.23 REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE COMPLETED OR 4.05 DO NOT USE GAS CUTTING TORCHES FOR CORRECTING FABRICATION ERRORS IN THE OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL PARTIALLY COMPLETED SURFACES BECOME ERODED, RU I I ED, SETTLED, OR WHERE STRUCTURAL FRAMING. ELEMENTS ARE NOT STABLE UNTIL THE STRUCTURE IS COMPLETE. THEY LOSE COMPACTION DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS OR �gry�y �.gyp, Y?,,,„„: ,K,^� '' ,,,, .,-_-^� •qtr., f� ,„. ` `°4 7' •}�r� WEATHER CONDITIONS. SCARIFY OR REMOVE AND REPLACE SOIL MATERIAL TO DEPTH s t= �4; 3j- V, Nv 1.05 COORDINATION OF STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL AS DIRECTED BY ENGINEER; RESHAPE AND RECOMPACT. 9,'''' " ham ' '.V. ',- �t xC a.«.F' �t3 A• � t. c.. ,an(r, 3x,'.r : �? J7 � ':fir .4 e8�`4^ ,v_'�' ,,� :� �t �,;,. '�ai�'fS',c � DOCUMENTS SHALL BE DONE BY THE CONTRACTOR, NOTIFY THE ENGINEER OF ANY I v- EXISTING 2"x4" (TRUE) STUD 2.24 WHERE SETTLING OCCURS BEFORE PROJECT CORRECTION PERIOD ELAPSES, REMOVE A k`> 2'-8" • 12" O.C. (MAX) TYP. • ° CONFLICT AND/OR OMISSION. -oil • . . EXISTING 2"x73/# (TRUE) • c w FINISHED SURFACING, BACKFILL WITH ADDITIONAL SOIL MATERIAL, COMPACT, AND .- ‘ N a �' FLOOR JOIST 1.06 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DIMENSIONS SHOWN ON NE RECONSTRUCT SURFACING. RESTORE APPEARANCE, QUALITY, AND CONDITION OF' = `� o STRUCTURAL AND ARCHITECTURAL PLANS. NOTIFY THE ENGINEER OF ANY FINISHED SURFACING TO MATCH ADJACENT WORK, AND ELIMINATE EVIDENCE OF 2"x73% (TRUE) EXISTING 2"x73%" (TRUE) DISCREPANCY BEFORE STARTING SHOP DRAWINGS OR ANY WORK. FOR DIMENSIONS RESTORATION TO GREATEST EXTENT POSSIBLE. FLOOR JOIST, TYP. FLOOR JOIST, TYP. SIMPSON A23 CLIP ANGLE, 43 >- NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. -'- INSTALL IN STRICT ACCORDANCE _ - 1 __: 'A m X 2.25 DISPOSAL: REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, INCLUDING 1. 1.07 REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS BY THE ENGINEER DOES NOT UNSATISFACTORY SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF ' 1 I WITH MFR'S PUBUSHED 15 RELIEVE THE CONTRACTOR OF THE RESPONSIBIUTY TO REVIEW AND CHECK SHOP OWNER'S PROPERTY. '1 iJ = INSTRUCTIONS e DRAWINGS BEFORE SUBMITTAL TO THE ENGINEER. THE CONTRACTOR REMAINS SOLELY ', i j REPLACE SIDING AS NECESSARY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE DIMENSIONS 3.00 REINFORCED CONCRETE ,�/-FOR STRAP TIE INSTALLATION, Ijit )i SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR %. i SEE. ARCH. THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF 3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301, "SPECIFICATIONS FOR •''`'II 11111 \ CONSTRUCTION. STRUCTURAL CONCRETE FOR BUILDINGS", LATEST EDITION. DESIGN IS BASED ON ACI t j'r 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", LATEST EDITION. F SIMPSON LSTA21 STRAP TIE AT 1.0$ BUILDING LOADS: \\\_, SIMPSON A23 ANGLE EACH 1_ 3.02 UNLESS NOTED OTHERWISE ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE IDE OF FLOOR JOIST AT EVERY STUD, INSTALL IN STRICT 1 f2'0 SS LAG AG £ EVERY GIRDER, TYP. ACCORDANCE WITH MFR'S SUPERIMPOSED GRAVITY LOADS: FOLLOWING MINIMUM 28 DAY STRENGTHS: SCREW, TYP. ,: ,ti< PUBLISHED INSTRUCTIONS o FLOOR LIVE LOADS 40 PSF �< %.- DEAD LOAD ACTUAL WEIGHT OF STRUCTURE SLAB-ON--GRADE AND FOUNDATION 4,000 PSI ,�"0,''- h� '`,k, / , ' sr 8x12 PT SW GIRDER `" sue'^ S '''v- i W , t 8X12 PT SW GIRDER WIND LOADS (PER ASCE 7-05): 3.03 CONCRETE MIX DESIGNS, IN ACCORDANCE WITH ACI 318 SECTION 5.3, SHALL BE f ci 4x6 PT SW BRACE, TYP. w BASIC WIND SPEED 130 MPH SUBMITTED TO THE ENGINEER AND TESTING AGENCY. THE TESTING AGENCY IS (k. LSTA30 STRAP TIE AT $ IMPORTANCE FACTOR I = 1 RESPONSIBLE FOR MIX DESIGN APPROVAL. Z�*, :.,;,,ter` , " Y<r' rf ! FRAMING SECTIONS ; Et EXPOSURE C .-. _ ;•` EVERY PIER-TO-GIRDER 1 x 4x 0 o 2.00 FOUNDATIONS AND SLAB-ON-GRADE 3.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND - , a CONNECTION, OVERLAP S SCALE: 3/4" = 1 -O o REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING 1/2"0 SS THRU TOP OF BEAM TO MAX. a 2.01 THE DESIGN OF THE FOUNDATIONS AND SLAB-ON-GRADE IS BASED ON AN ASSUMED THE REQUIRED CONCRETE DESIGN STRENGTH IS THE CONTRACTOR'S. BOLT, TYP. fi DEPTH; INSTALL IN STRICT �' in te ALLOWABLE BEARING OF 1,500 PSF. THE CONTRACTOR IS RESPONSIBLE FOR ACCORDANCE WITH MFR'S VERIFYING ALLOWABLE SOIL BEARING PRIOR TO CONSTRUCTION. 3.05 USE OF CALCIUM CHLORIDE CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT }`�,. PUBUSHED INSTRUCTIONS ,, ` PERMI I i E.D. ', 2.02 SUPPORT BOTTOM REINFORCING IN FOOTINGS WITH CONCRETE BRICKS OR PLASTIC �" SS -te = ': t'�.„ '''. ' �' ��. '° ‘,..,x..-v..1% K l < a CHAIRS SPACED A MAXIMUM OF 3'-0" EACH WAY. 3.06 THE AIR CONTENT IN ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN 3% ^ R. "'T � `' "'� "n u�"5C�" � s` X11 f ,� z AND 6% 2.03 PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES Q >" FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, 3.07 THE TESTING AGENCY SHALL SAMPLE AND TEST EACH 50 CU. YARDS OR FRACTION 0 d AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. THEREOF OF EACH CLASS OF CONCRETE PLACED EACH DAY. SAMPLE CONCOL I E. IN ACCORDANCE WITH ASTM C172. PERFORM NE FOLLOWING TESTS IN ACCORDANCE N 0 o ka x WITH THE INDICATED STANDARD: 0- lfi,, ry 2.04 PREPARE SUBGRADE FOR EARTHWORK OPERATIONS INCLUDING REMOVAL OF Z � VEGETATION, TOPSOIL, DEBRIS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM r"? > .,,M. a'',, ` .Q 3 _� GROUND SURFACE. SLUMP: ASTM C143 ,f AIR CONTENT: ASTM C173 `~ m r' 8x8 PT S t� � 2.05 PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS. COMPRESSIVE STRENGTH: ASTM C39, WITH ONE CYLINDER AT 7 DAYS, 2 3{ U ti m .102 CYLINDERS AT 28 DAYS, AND ONE SPECIMEN HELD IN RESERVE. -•--°x 2.06 PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM `" W x a6 o PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND 3.08 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED �� �, z X r > x k ' 44 OTHERWISE. �">�,c,����`��1�-� "� t3 SURROUNDING AREA. O I IL i •• A6 2.07 PROTECT SUBGRADES FROM SO}- It.NING, UNDERMINING, WASHOUT, AND DAMAGE BY 309 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO in RAIN OR WATER ACCUMULATION. PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN POSITION OF FINISHED GRADE a 111 REINFORCEMENT WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. X �,tpt4 '00 t9 t3 2.08 REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW "STICKING" DOWELS INTO WET CONCRETE IS NOT PERMI I I ED. -11 I=111=1 I 1=1 I II I on I "1 11:=11 1=11 i i i=i i i t os a 3.10 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE: SPLICE ONLY AS SHOWN I I i-i I t-----t i t= i I-�--{} } WATER TO ACCUMULATE IN EXCAVATIONS. DO NOT USE EXCAVATED TRENCHES AS (3} 1 j2"� SS" �--�� - '���E����`�1#=1 t���t-- � � +� TEMPORARY DRAINAGE DITCHES. OR APPROVED; STAGGER SPLICES WHERE POSSIBLE; USE TENSION SPLICE (CLASS "B") THRU BOLTSL. I El I 1-1 I El I El I I- g .. UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE '�t I 4 I 1.-T El' "` �i 2.09 INSTALL A DEWATERING SYSTEM TO KEEP SUBGRADES DRY AND CONVEY GROUND " t l ' I 4 - � E ' - SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH TENSION SPLICES (CLASS 1/2" HOT DIP GALV. GUSSET 'w.. . t�� WATER AWAY FROM EXCAVATIONS. MAINTAIN UNTIL DEWATERING IS NO LONGER , :1 t REQUIRED. "B"). UNLESS NOTED OTHERWISE LAP LENGTHS EXPRESSED IN NUMBER OF BAR (4) 3 j4"� SS HILTIiY DIAMETERS SHALL BE AS FOLLOWS: 150 MAX ADHESIVE I - ` �� 2.10 EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS WITHIN A TOLERANCE OF PLUS f ,:at ,. Z ANCHORS, EMBED 6" 'j __ `- ° _ ,, , �,'�:;�,_���,-..�OR MINU S 1 INCH. IF APPLICABLE, EXTEND EXCAVATIONS A SUFFICIENT DISTANCE BAR NORMAL WEIGHT CONCRETE, f'c (PSI} A:1;: .J _•. .,� ;. , ' FROM STRUCTURES FOR PLACING AND REMOVING CONCRETE FORMWORK, FOR SIZE "b , 4 • £ INSTALLING SERVICES AND OTHER CONSTRUCTION, AND FOR INSPECTIONS. 4 „ 3,000 4,000 5,000 6,000 :a :�,, �a 4.. •- 'Ill '�.. ' . -` i' 211 DO NOT DISTURB BOTTOM OF EXCAVATION. EXCAVATE BY HAND TO FINAL GRADE #6 OR SMALLER 57 DIAM 49 DIAM 44 DIAM 40 DIAM °. . •a t W> JUST BEFORE PLACING CONCRETE REINFORCEMENT. TRIM BOTTOMS TO REQUIRED d : �,: as . LINES AND GRADES TO LEAVE SOUD BASE TO RECEIVE OTHER WORK. ` 4 C� Ca W #7 OR LARGER 71 DIAM 62 DIAM 55 DIAM 50 DIAM Q4 . • .- •-w • 4- - T "' Z _ 2.12 UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR - . . • . . .4. •• . . ..°. •! _1 s r COW P) w cli BACKFILL SOIL LAYER BEFORE COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM INCREASE NE ABOVE LAP LENGTHS BY 1.3 FOR TOP BARS AND BY 1.3 FOR 3� 1'-O" '� II '--11� � !� �¢ o MOISTURE CONTENT. UGHT-WEIGHT CONCRETE. CLR. N.,-). v OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, (4) #5 EACH WAY, 4(Z o 0 2.13 DO NOT PLACE CONTAIN LL 3.11 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED TOP AND BOTTOM �''-t LI FROZEN, OR CONTAIN FROST OR ICE. OTHERWISE: 3'-0" x 3'-0" COMPACTED C.�p cj �,. SUBGRADE �" © I- 2.14 REMOVE AND REPLACE, OR SCARIFY AND AIR DRY OTHERWISE SATISFACTORY SOIL " ' Ce< z Q i MATERIAL THAT EXCEEDS OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS TOO CONCRETE CAST AGAINST EARTH (NOT FORMED) 3 a WET TO COMPACT TO SPECIFIED DRY UNIT WEIGHT. FORMED THROUGH #18 BARS TO EARN OR WEATHER 2" TI DE COLD FOUNDATIO •� DETAIL T �� - z F 1�j� j� �G FOUNDATION 1116 j,e i,� cat � z 2.15 PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN BARS AND SMALLER 1 1 f2" BCAT.F: 3/4" = '-O" _..._J m 0 I LOOSED DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND PL 1 j2x8x12 HOT DIP ' NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY 3.12 DO NOT PLACE PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL GALV. BENT PLATE Vali HAND-OPERATED TAMPERS. THICKNESS WITHIN THE SLAB UNLESS SPECIFICALLY SHOWN AND DETAILED ON THE > STRUCTURAL DRAWINGS. w 2.16 PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO PL 1/2x8x12x0'-8" z W g < REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL LENGTH OF EACH 3.13 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED PL 1/2x8x12x0'-8" HOT DIP GALV. BENT . , 3j1 8 <t z of O 4 STRUCTURE. BY THE STRUCTURAL ENGINEER. HOT DIP GALV. BEANT 8" 1/2" HOT DIP GALV. " " Jt 1.--- Z 1 217 COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF 3.14 REINFORCING STEEL PLACEMENT SHALL BE INSPECTED IN ACCORDANCE WITH ACI 318 1/2" HOT DIP GALV. 1/2"2" GUSSET PLATE, TYP. 2 g U ...1 j MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM 0 698 OR ASTM D 1557: SECTION 1.3 BY A REGISTERED STRUCTURAL ENGINEER, OR BY A REPRESENTATIVE GUSSET PLATE, TYP. ,.�,r,,,;� �. .��..�. ,� �� �d t( RESPONSIBLE TO HIM. THESE INSPECTIONS ARE NOT INCLUDED IN THE BASIC � �.,., ,.,...�,........ _ Iiillii111111111111111 LY_ UNDER STRUCTURES, BUILDING SLABS, STEPS, � "�:���` t AND PAVEMENTS, SCARIFY AND SERVICES OF THE STRUCTURAL ENGINEER OF RECORD. 1 F-- RECOMPACT TOP 12 INCHES OF EXISTING SUBGRADE AND EACH LAYER OF O, ' t (I).c.)-, 0 : li ,0-': till " - BACKFILL OR FILL SOIL MATERIAL AT 95 PERCENT. -1 ..o) 0 Allilik 1 2.18 ENGAGE A QUAUFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO ; PROVIDE AISC STANDARD "'"-��"�'# 1-- ,---- T PERFORM FIELD QUALITY-CONTROL TESTING. PROVIDE AISC STANDARD '4"-"4"1.V.i I'Ar-- WAI-�� DIAMETER HOLE FOR ir I DIAMETER HOLE FOR 3/4"§h HILT! ANCHOR 2.19 ALLOW TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR is 3. 1 -, 4 C� 3 BACKFILL LAYER. PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST 3/4"0 HILTI ANCHOR BOLTS RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS. BOLTS 3- 1 ,VARIES, COORD_ WITH FINAL Jt3B Nt3: J 72771 1 ACTUAL COLUMN DIMENSION DATE: 01/27/2010 DRAWN: 1MB DESIGNED. TMB BASE PLATE DETAIL BASE PLATE DETAIL REVIEWED: CLG APPROVED: t,LG SCALD;: 1-1/2" = 1'-O" SCALE: 1-1/2" = 1'-0" ,SCALE: AS SHOWN j sJ i s i / J -sr ser "Nte" STRUCTURAL NOTES 5/8" CDX PLYWOOD OR , PER IRC CH. R603.7 RAFTERS l' 16" AND 24"ofc 1 SYSTEM AEBNOVVEELOPE OF BUILDING WALL SEE NOTES FOR • 0 0 0 0 0, 0 . 0 . . . . 1111i4;11 NAIUNG PATTERN • -, 0 4g) 0 0 0 ilDi fir Attill'A s# 0 2. ENVELOPE GIRDER . 7/ 0 ' - - - ' ‘it'111111111 ir ., 3. PIER 7- 1r.............441400411111101,40zzy (2) TOP PLATES i - - - .. - - - - F,111 46 4. PORCH GIRDER i OD 1 A (V - -2 = - a■ " • . TY? im I PPV k. N. ii. sp,,, SIMPSON HURRICANE de - - II 0 I I 1 I 1-- - Ali s to 5. SIMPSON LSTA30 STRAP TIE (OR I 4/11111101". ',11\1•400.. CUPS (EA. TRUSS) I -) - - b. ___ - - am!AL 4?-0" ' I • . • P4'..■„,,::.: 0 1111111i_ 1 - - .4111111r.AiL,Im • '141 Z; ....(.1 E. st 0 - . 0 i3 ----ti----cr- _ ., :: :. :: mEQAxu.ivb;EpoiyHTLAINPsTATOLLP INOFsTBREAcMT TO lir 1 i 1 V , •c 1.... - -4-to-5 _ _a __ _ , . - • PLYWOOD WALL SHEATHING I 46' --4N- 1 I >, a. 46 c7) . , . . I (TYP 0 tif k 0 INSTRUCTIONS WITH MFR'S PUBLISHED C Tv -we PER IRC CH. R603.7 I GO .4 00 00.0 0 '.‘ • I CrYA - - ite P Si 6. LAP JOINT 010 I I - F + I I ® -.0. AS REVD. 0 ti 0 r - i _ 0 . 0 - r al, In 4110, 7. HDG 4"x4"x8"x-3(3" ANGLE CLIP HANGER - w 0 63 • -0 c■I c a) -- • c . • r w c -- uJ I I=2X8 D 12:1 . ow 8. ) "øx4" SS LAG BOLT co E (..) co ma, ..._. -IIIIIIIM. ••• I A ER I lEltlIT; -G - = '' - (0 > 10IIIII as -- 5i a SEE NOTES FOR I CrYPAD b.- 7 , (ct NT), _sci L ) 0 0 <L. z-. . m NAILING PATTERN I IIIII -10 ii:co:ou COUNTERSUNK FROM U.BN 0K T T%0"m0 x 01 F0" (-0" • 313 0 b 1 0 :. 0 . a ± -a' 1 . I I I I wimil „ GIRDER LAG BOLT; LAP JOINTS; AT PORCH SYSTEME: USE GO-BOLT IN LIEU OF LAGS, SE e .,4 1 I No ik DETAILS -. Al i #c 0., - I ,_. . . . . GIRDER_ _ . . I ii. ,. Ole • . -No / I ' i i . CO- ■ , 'IN D•4 : /0 .. . 4 9(7 „lc 4 0 . _ I I . _ , = 0 1--. 4- 1 1 ' 1 1 . LI‘ENEA/OF OU-TSID-Ell TO; PORCH GIRSDE. LY I 1 • 4 411 S 0 ,„.tA !St1),, I -NU )____2 74:1111N1111 2,:_'_'- 0 .., i A'" ER - , -01_4. - s . 4 .11.14.0..... . I 111. - c ----ii CAD ". AL WI rgiii, q ii",) . _ ATE 410 1132, EXISTING "/ç.BRACING, SEE DRAWING "Si" ‘,., /,:42, tOs N.. i I 1111E11 " lierit8-1 .. 1.1.011 411 .-prz. ,?,. . WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) •0 :: :: :I 2 - I I , s I Wro/c AROUND EDGES AND 6"o/c IN FIELD I- IIII; inig- 42, ,.... 14. SYP #1 6x10 PORCH SILL BEAM OR (3) SYP #1 2x10's W/SIMPST O.C. I I I 1 0 -. 4 -It........._.1.,...........=._. STRONG DRIVE SCREWS 0 12 I I WALL AND ROOF SHEATHING WILL BE NAILED WITH 10d NAILS (TWISTED SHANK) 'Ik.1.11111M= raw-dieri _ _ MN - 1.... DIAGONAL (MAX) • ...,D IA9:7- .;:' vietic AROUND EDGES AND 6"o/c IN FIELD 1 I • •- M11116. .41:111ViAidni ..U. MINIM e a) F, I I ■-...... rsime, PROVIDE SHEATHING SPUCES OVER BLOCKING OR FRAMING _ t, ____ ___ o 0 ..momisrommasru, - 15. 8x12 ENVELOPE GIRDER ...... ..., __ „ -THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY <ID 49 4:1D 0 c" SHEATHING NAILING PATTERN 16. FULL DEPTH BLOCKING AT MID-SPAN \ es.-. 5 COLUMN BRACING PLAN . It ,, 41:, 6 FIRST FLOOR FRAMING PLAN o 17. EXISTING 6x6 CYPRESS JOIST I NOT TO SCALE Si 00 1/8" = V-0" TA S 1 00 1/8" -- V-0" CD A. 18. MORTISE JOIST AROUND CORNER AND HANGER ■ , s„, 4 it:1# 19. HDG STEEL HANGER ... C it 1 11, O 0 \ 6' 0. 20. 395 SS BOLTS " 0 • •--- „AL * 1 1 413 i \ ,,,, ca 0 4 21. EXISTING CORNER COLUMN 0 ENVELOPE Li, 8 WALL AlPv.* CD / iD All■ iD 22. (2) SIMPSON H2.5 HURRICANE CLIPS r‘d "C3 ' co (N, 7 4.- PER RAFTER; ONE EACH SIDE, STAGGERED ip C a) PO i--0- gll //I ez . * ,... (t, 13 C3) 22 43.. 9 68S SYP BEAM G#w1 72;s080.NR;t RAFTERS ELTRTOS TOP THROUGH NO1Du6G"BF 4(310 s.CI L. L , ky x (NAA ) 4-, 43) y )4 .4-• U) 0 . . ,..... 0 0 Ji;A 'N(YC‘ '01'\'' :` o Atv < A / 0 II /PP ' A .,,,,.- ,,,,, :s Trot* (D 0 C 0 COUPLE TO THRU-ROD INTO PORCH BEAM W V 16 To //A in (0 co M a) 25. 6x6 COX LAMINATED COLUMN co >%71-.1 0 _o 26. SYP #1 6x6 ROOF BEAM PO I- / ,, .::. ;,\\,\i\t-i:N',,,,,,_",,,,,:,- _ ,,,\,.::::„ \''1 -) :2!:-\\1\1 62 H il , ' - I.. ii, ' 1:1 Ef 0:: 5\''Cl7: <\‘i ''' 7‘)' '''' Aft r // 4$), ,,..:::.::-,.:_1: 0 27. SYP #1 2x6 RAFTER 2 Pgziqiic . VI ' • :44,tiv .:.,:..,_ , . po.:- 0 iy2" 0 28. CS SS %"0x8" LAG CO EACH RAFTER :wIji I;Z 0.-0.0- .0,, 'ito J - - . , .: „,.. ,, ,,,, .41.7) ,, ,. . / 29. EXISTING STUD ..... - g:. c7„7:4,..:0°.-„ "g° 4 lot:Jo>, . _ . .„ . . ..,.,,,,. P- . ,, ... ,„:, , „ n . „. , ' - / n A 0 c• -17). 0 C i 12 1 >8-6 g ti-I3 .- 0 C 30. EXISTING WOOD SIDING %, -• , _ - " • .- „ -0.-- Cr ?. .3)•- • ., 0 0.0 ti...9 ?5 ' ' '',:./1 0 \\\/ 41? # '',-'1 '..):,.':::'!‘.' BEYOND° 1,: _ -.--.1 0 ,N. w E 8 - , , ; - \` ; „_ , 0 s 411k, ' - 0 H 31 . EXISTING TOP PLATE . - V 441M 0 / <</ c' a) ill ,,.,,,, ; :; :„,,, 0 ..... _ . ...0 .,, 0 IL - - • • \ a c 1--.t°0 .:3 g•-•a 041 a 0 A ,\..\\ i . .1 1 _____ _m w 32 EXISTING RAFTER IN EXISTING LOCATION 7,..- : :15.: gill. -e 3,....,„,....- ,,-. . 2 4,z=4)g .--•8:c 0 --3 1 __,, , / \</ ._,, 11 r- ,g, IDI :., 69 ,... ..„ _ #/' . '-.(.2.i.'0.-54 34. 2x4 SS %"0x5" LAG 0 EACH RAFTER \ 1 , :-1--',:.:-.:i‘.:;:,- 1 ,i it BOARD: FASTEN TO _ - 4 ..44444 /' ÷ A ,,..411 .:::-.41 -::.:;,-;-'' OA / 0 0) 0 ° 0 t? = if ...: , ., , . .'-- ' ' '`=--- ,: /, '. ( ,:. / \ 0 1 EXISTING STUDS THROUGH SIDING WITH CS SS SCREW FASTENERS ii. = 4 _ AD 03.25. 1 0 nIONS: / / .. , . ■ OTW I \4111, givii e ‘--1 35. SYP #1 6x10 PORCH GIRDER OR (4) . A 05. 18. 10 „ 11} 0 ,. . - ..- 0 -, , `:: ny. . . .. , . , . .../ , ,.:-.(1'--,.:,:,,i , (- \ , .- - , SYP #1 2x10's W/SIMPSON STRONG e 0 62 SCREWS 0 12'' 0.C. DIAGONAL 1 M D( RIVE AX) / 0 I 62 , • ., / 0 \'`\ , Ibizt - , . _ ___I\F___ A ., ., „ ,. ... . ., .. . . ,, . . . , _ ,, , . </ Oq i 0 SECTION DETAIL , , . . , _ . . _ ,,, sio. 1 1,2. . 1._0„ , \N /\<- .) /- :-': :.::.:::::, :•'..ci,A; -:::,:,-,[: L A r\...\ ,Iik-pii-v., 6 0 c., „ _.,,:.,,,., , ,, „..: . , 0 6 -,,:, - / ,,,/ 0_..\1 „ „ , ” . ,. : „. ,,, Y'S,',P..„.,:,1',..-'?.,,w-,.,. 0 ;- • ; / , L..) c.. -\ ,,,.,. ....„. , ,:::, , :::. - -- ;-,,,,,,,,.,--,.- -,,,,,-,,,,,,..,..„..s „...,.. .. , .„.,,,,,..„. a a 0 / / / 0 .. „ .„„, .„ . , , , . ,, ....... ,,, . , „ „ +„,. , , ,4< - , -. , ,,, 2 ,_ . - , c -,,. n -. . . ,, „ - . . , -, , , ,,,_, W 0 7 1 N _I / / / / (</q- ,s0 _,.' : ,„ ,, ._, ,, ,, A ' • - 'Th • * U SECTION DETAIL 0 e -:,-,: .. ,...,, .. , ''--':,34.,,:-: ;;;;-:.,: :::,:,-,:„:, a / w q\ ,-:;,..,5=,.-,-,„:.:,,- L, $ \(:) 0 / Aq- y ..,i,,.,: ,.:,-. A . ,, ,. ... , , . / , , (0..-:,:-:,,.,,:,-•.-,: ::„„ ,,,,,..., _,.. ,/,,,::-.,.,- , - -- CI ■ ;,4.:,-,:;'ii`,-- \ /C) 0 0 F"" /-.7- \\--- ---IN CC\ 0 0 0) 0 0 ,ove \ \ - : -:::::.:-•,-,,::,::,......, 4-',,'„.:4::' o\-- _N______, . Et ... ,,-...\-‘ RC' C) - A o • = -3 0 NI, ,fi... <<>"\ 0 , maw- I- 'i''''Cq- it Lg Cn 0. Q? 0 : 7 , 4 I s cv 0%.. ,.. 0 / .r<<>1 . Ii Il 11 43> 0 6.° , n - • . 0 . - I I H . I I ... ,1 !-ALEF 7rimum(° . ...7111111 mullialr .c:i pil Nx- irr> . 0 <</ 0 ,-. = ,,--_, ...-,-- 41_. C) / „ % i 411D 4721k* -4 ■ 0 0 /I _. 0 ii> s 1 00 C9q.-9 0 PLAN/SECN ION DETAIL N ` __IN GIRDER CONNECTION DIAGRAM 0 PLAN/SECTIONS 4 DIAGONAL JOIST HANGER S1 00 N.T.S.1 Oq.-- si 00 1 1/2" = 1'-0" Si 00 1 1/2" = 1'-o" q ■ w �� \ a . i U A S P H A L T P A V I N G STORM WATER POWER NOTES ; ' %� DRAINAGE G� ' '' ' ■ INLET \,_ v 1. LOCATE AND CONNECT TO EXISTING 4" FIRE LINE. ;%� '`/ �, ' 2. JET 4' FIRE LINE UNDER SIDEWALK. f ,, s STORM WATER \ 3. EXISTING MDP. REPOSITION BREAKERS TO ALLOW ADDITION OF 150/2 FOR PANEL C. % „ % PANEL C -- z DRAINAGE \ 4. COORDINATE WITH CONCRETE FOOTINGS. '' ' MCB A. I. C. - MINIMUM UL LISTED FIRE o INLET + off, lr ,; HYDRANT 5. UPS - UNINTERRUPTABLE POWER SUPPLY, 120V INPUT, 120V OUTPUT, ,, ,s r 120/208 V. 3 P. 4 W, S/N, - A - BRANCH CB A. I. C. -- MINIMUM SERIES-RATED SIGN SIZE TO RUN 1HP MOTOR, FOR 60 MINUTES. ,'%" SURFACE MOUNTING, 30 TOTAL SPACES, 1 SECTIONS WITH GROUND BAR -- x- 1 / __ / Yft SIGN -maxi C, B. TRIP LOAD C. B. TRIP LOAD a ~` -_ \k•- ,,r,/,.„,, ...,, %;, - ,max Na POLES AMPS KVA DESCRIPTION Na POLES AMPS KVA DESCRIPTION o Z w z w z w % O FRAME ORY o `- __ _ 2' WOOD POST "\ FOR CABLE + L • ++ o rn qua �Q �a BUILDING _� _ r' 1 1 20 1.6 ELEVATOR 2 2 60 9.0 AH i 0..N a % FF = 9.2 OPEN FENCE \ a) 0 Wo N +5 3 1 20 0.5 TEL 4 - - - I �- �� -41--- DRAINAGE �' 5 1• 20 1.5 WATER HEATER I 6 2 30 4.5 CU �J �� - � METER _ SCALE Q� ° "' 6- _` `- _ + STORM WATER C l \ DRAINAGE CO .. O < °O ° 7 1 20 0.8 LIGHTING 8 - - - ( A/c O$.47 + �-+ �' GUY WIRES 853 + 852 C3 N cv a x-x-x--x=x-x 'P 01$Ri OHP OHP _ OHP \+ x OHP OHP OHP . OHP W as ,� N a 9 1 20 0.8 LIGHTING 10 1 20 0.3 RECEPTACLES o� .94 x-® SPR1NKLE�2 x-x--x-x \ 7 / 9.17 v •a) 0 N T 1 1 1 20 0.8 EXIT AND SECURITY 12 . 1 20 1.0 RECEPTACLES t-(. SPR 8.03 �� .\ + Os Q -� U u,j N 13 1 20 0.2 TRANFORMER TO "C" VIA P/C 14 1 20 1.0 RECEPTACLES /��0\-\c'' POWER AND ' ° Q N o TELEPHONE \ 15 1 20 0.6 LIGHTS I 16 1 20 1.0 RECEPTACLES Ok GO UNDERGROUND HERE 17 - - - - I 18 1 20 1.0 RECEPTACLES 19 - - - - 120 1 20 1.0 RECEPTACLES COVERED 86 % PORCH \OP 9.79 % 21 - - - - 22 1 20 11 RECEPTACLES FLAG POLE Q 23 - - - - 124 1 20 1.0 RECEPTACLES AND SHIP BELL - j p� ® �" ONE 25 - - - - 26 1 20 1.0 RECEPTACLES LIGHT MASONRY SPR SPR f C? � ' t^ O _ FRAME BUILDING _ f f ;_ ui �� 27 - - - - I 28 - - - - FF = 14.4 FF UILDI3 1 (e.:,(4, \ + 555 RAIL ROAD + ia -° 29 - - - - 30 1 20 1.0 DP COMPRESSOR ONE STORY ELEC METER - CROSSTIE a 'A'�: G MASONRY •O 58 1 PLANTER Q BUILDING • SIGN % I 0 COVERED PORCH SIGN 553, . I I 556 I• SIGN SPRY 10.97 KLtK !- 11.79KLtR 640 SPR % '~ • BELL OSSMH j n� SANITARY103 1 p- •'*'� •o DP COMPRESSOR PS �j��►�0 SEWER % U , SPR �b _ MANGLE 1 (f) o IIHISTORICAL • SN7 C DPV SIGN MARKER 9.09 .••••• a) v, • - TWO STORY n x--•---I Q (10 ry S �_ _ FRAME BUILDING p< p r LL TS MASONRY LIGH FF = 16.3 =m " . I _V HOUSE - ° i 0 �- o / FF = 12.4 F • • oa % 0 C-30 TO FIRE ALARM x mm FIRE GUY WIRES Q •� 0 IF F F F ALARM p� �1 439 W "C3 co B FIRE RISER DIAGRAM • F F 9.83 N PE1.1 SCALE : 3/4" = 1'-0" SIGN F % O Q WATER . 1 SHRUBS j \--BACK FLOW VLV < SPR • i PREVENTER z ' ' O COVERED FIRE % IN VAULT o V� 0 PORCH • CONNECTION I _• 1 Q ti s CD V c :i5c 75 MS (3 TYP) •" 3 ---0 I SECURITY ONE STORY .. v (U P/C "K" LIGHTS FRAME F I• IRRIGATION BUILDING % FLAG • I • I • VALVE FF = 13.6 POLE o >' CO O SD FIRE % r F- 1.L I 0 RELAY HYDRANT I SIGN ~ 2P 20A, 120V COIL SPR SPR II. (E) . ANCHOR IRRIGATION S3 S4 S3 / A/C • •' F I VALVES CONTROL VLV o'er ::Eucl o> c °:::.3..T C ,V„L SIGN o o v c o o ck P o II " OStn c'rn oa L • �X III O SPR o� a� aN� �� ,ti / v 3 r_; .r', y . _tg-3�"t°illy a Olil >O u'O O :R "G" LIGHTS BASEMENT i §o d L, _° C°C IN O N c n cCO o �o+ •NC c �3"tt ir.rl` O O.F a^ rp. : 4 C C�'Q D d G SWITCHING DIAGRAM FOR MOTION SENSORS AND LIGHTS =� F FRAME BUILDING o�ro o PE1.1 SCALE 3 f 4" = 1'-Q" JUNCT. BOX FF = 11.8 v E o._ N ELECTRIC REST ROOMS SHALLOW WELL C 'Q °a 305 • AND PUMP c° n a 3 o O o ti L o ELEC JB 3 v�.«.O L..� Ova- �t 11.20 F �' MDP _ ;, ,,.:.� , b� a� a "y 1/ Y Xr.• Nock ° �ca coins_ � N O'rna S 2 in .p t-._< No._ oa�w x-x-x-x-x-x-x x � `il _ri - a r i. -Y x-x- x x-x- WATER x x---x--x-x-x-x-x-x--x-x_.- x- 'as. VALVES REVISIONS: F 1-2.5"C,3-1/0,1#6G MDP TO PANEL C - 1-1.25"C FOR TELEPHONE AND FIRE ALARM • � N W 1-2.5"C FOR FUTURE WATER \3! -FIRE VLV s MDP 150/2 HYDRANT ° • • • • 3-1/O,1#6G,2.5"C F 1"C FOR FUTURE j °-PATH LIGHTING. p 150 2 �O/2 P FAP 4" POWER GOES • • • • R EDGE OF PATH. UNDERGROUND s I 400A 3#2,1#8G METER © 150/2 HERE 0 444 11 200 j�� ��j2 N p� G N F q S 111111111111111k4 Po.O. CO o v, G p h g L ' SIGN Z w v 1#1/0 r 144! m o EREE_3/4°4X1 O'L 11 I N G % ,� D J COPPERCLAD STEEL - % i / 3#4,2.5"C / / = GROUND RODS SPACED MIN 10' APART _ ° z ° Lo F L .J J o 2ND ASSISTANT // UTILITY BUILDING / % HEADKEEPERS COTTAGE % • - _ __ i I Q o O ,I SIGN U I- IL W tz Q a 3-3/0, 1116G#6G t z U U •• •, . • o #2010-040 CV/LAS - w o Q cc cC M �• 3-1/0,1#6G,25"C P/C © "C" LIGHTS SMITH and VANDENBULCK �' a °- C F !r . _ __-_ ENGINEERING and LANDSCAPE ARCHITECTURE I o cp OI A DIVISION OF SAV ENGINEERING, INC. 5 ELEV/LIFT 1 N TO 2ND ASSISTANT COTTAGE UPS • 1 HP 4" l 5 OGLETHORPE PROFESSIONAL BOULEVARD, SUITE 130 ' t SAVANNAH, GEORGIA 31406 in !11�� PHONE: 912-354-5249 FACSIMILE: 912-352-8429 1"C FOR FUTURE WALK LIGHTS ° eNzRAISED COTTAGE / a PANEL C - GENERAL NOTE: a • i --I P E 1 a A POWER RISER DIAGRAM //EXISTING WITH MODS) /j7 A DRAWINGS ARE SCHEMATIC. CONTRACTOR IS RESPONSIBLE i l t:a." q rrrrr _:� FOR COORDINATION OF ALL DEVICE LOCATIONS AND o PE1.1 SCALE: NTS `_ °- 0 8' 16' 32' INTERCONNECT ROUTING WITH ARCHITECTURAL AND 1 SITE PLAN - ELECTRICAL AND PLUMBING STRUCTURAL CONFIGURATIONS AND REQUIREMENTS. rf �°„ PE1.� SCALE : 1/16" = 1'-0" ' ////,.--� 'f j f/ ,,,':''';%=:,.:'.--,°r 1i r'r ' ,- G PLUMBING SPECIFICATION NOTES PLUMBING LEGEND r � „. PLUMBING FIXTURE SCHEDULE ,,g,.,-.-4?,./'� s�j, xj. 1. ALL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. SAN SEWER SS SANITARY SEWER OR SERVICE SINK 2. WATER LINES INSIDE BUILDING: - - - - - SAN VENT VTR VENT THRU ROOF PLUMBING WASTE NOTES 0 MANUFACTURER ,f //, ir/ .f A. COPPER TYPE "L" WITH LEAD FREE SOLDER. SYM DESCRIPTION MODEL COLD HOT WASTE NOTES i // fr a 'l 1. NON-FUNCTIONING SINK TO BE FURNISHED BY OWNER. FOR DISPLAY PURPOSES ONLY / '% �'f%/` f ``' COLD WATER WH WATER HEATER 2. COORDINATE PLUMBING ROUGH IN WITH OWNER FURNISHED CAST IRON SINK. WATER CLOSET, ADA RATED, FLOOR MTD, TANK TYPE, 1.6GPF, KOHLER '�'",'"% f r% % � � rtr ,,, t , • r ri 3. WATER LINES OUTSIDE BUILDING: TYPE TO BE DECIDED BY OWNER. WC VITREOUS CHINA, NOMINAL 18" SEAT HT, GRAVITY FED K-3485 1/2" - 4" 1,2,10,11 - A. WATER METER TO 20' OUTSIDE BUILDING: SCHEDULE 40 PVC WITH SOLVENT JOINTS. - - HOT WATER CO CLEAN OUT 3. FALSE DRAIN STRAINER. f- f� ; - B. COPPER TYPE "L" WITH WITH LEAD FREE SOLDER. (F=FLOOR G=GRADE W=WALL) LAVATORY ADA RATED, WALL MTD, GRID KOHLER '%j 4. COORDINATE FIRE SPRINKLER WITH EXISTING STRUCTURE, A/C GRILLES, 1/2" » Mfr /4.,' y „ „ r f PIPE DOWN L DRAIN, VITREOUS CHINA, SINGLE LEVER FAUCET, 4" CENTERS K-2032 1/2" 1/2 1-1/4" 3,4,5,10,11,12,14 ,' fy�J,'l/1�a - ' r MS MOP SINK DUCTS, AND LIGHTING sd%i1l l%, �%%Z;:lam 4. WASTE AND VENT: FBO BY A. BELOW GRADE: SCHEDULE 40 PVC WITH DRAINAGE PATTERN FITTINGS AND SOLVENT WELDED JOINTS. NO FOAM CORE. 0 PIPE UP CS CAST IRON SINK OWNER 1/2" 1/2" 1-1/2" 9,10,11 B. ABOVE GRADE: CAST IRON WITH HUBLESS FITTINGS. CI ABOVE GROUND. NEOPRENE BOOTS AND STAINLESS STEEL BANDS. • PENDANT FIRE SPRINKLER, L • ,F., o rn -I-- HB HOSE BIBB RECESSED WITH COVER FIAT N 0 N O �, c 5. PROVIDE SHUT-OFF VALVES AT FIXTURES AND EQUIPMENT. MS WALL MOUNTED SERV-A-SINK L-1 1/2" 1/2" 1-1/2" 6,9,7,11,13 'Z3 - • U P-TRAP F NEW FIRE SPRINKLER PIPE >1 to M o in 0 6. EXPOSED FIXTURE TRIM SHALL BE CHROME PLATED. CHICAGO C a: - P&T PRESSURE/TEMPERATURE --< WALL MTD. FIRE SPRINKLER HB HOSE BIBB, LOOSE KEY HANDLE • 387-CP 3/4" - - 8,11 (n p <C ao n 7. CAULK/SEAL ALL FIXTURE MOUNTING AT COUNTER, WALL AND FLOOR AS APPLICABLE. RELIEF VALVE . 4-7 -1-' 0 ro "' 0 0 UPRIGHT FIRE SPRINKLER ARISTON/BOSCH W U �, WH WATER HEATER, 120V, 1.6KW, 2.5 GAL. GL2.5Ti 3/4" 3/4" - - _ M- 8. ALL FIXTURES AND EQUIPMENT SHALL BE PROVIDED WITH A UNION TYPE si, WATER HAMMER ARRESTOR *•' N ., CONNECTION TO FACILITATE REMOVAL/SERVICE. "�ilSj PISTON TYPE. DPV DRY PIPE VALVE NOTES: Q} 2 LL! 1. SEAT: HEAVY DUTY SOLID PLASTIC, OPEN FRONT WITH STAINLESS STEEL SELF-SUSTAINING CHECK HINGE. U cci ._ 0) 9. PIPE INSULATION: ►�, -Q - FLEXIBLE CONNECTION FDC FIRE DEPARTMENT CONNECTION. _ i; 2. LOCATE FLUSH OPERATOR ON MOST OPEN SIDE OF FIXTURE. Q Q N w A. HOT WATER LINES FROM WATER HEATER THROUGHOUT SYSTEM: WITH 3/4" FIBERGLASS X E PREFORM OR "FR" TYPE RUBBER FLEXIBLE FOAM. ! WC WATER CLOSET -- SIAMESE CONNECTION 3. OFFSET TAIL PIECE. °' ° B. COLD WATER LINES ABOVE GRADE 1/2" FIBERGLASS OR "FR" TYPE RUBBER 4 " 5. P�TRAPA 17E GAUGE, CHROME PLATED BRASS. FLEXIBLE FOAM. 1 App L LAVATORY PS PRESSURE SWITCH 6. PVC P-TRAP. IN :`/ V mum uumuuumum mu um muumuu" U mumu m u mmumu mmummu a mmumumum lumen nmmmmmunum mummmummmi mmnnu►: 7. FIAT DECK TYPE FAUCET #A-1. 10. COORDINATE WITH UTILITY COMPANIES AS REQUIRED FOR SERVICE AND METER LOCATIONS. 1 • in 8. IN-LINE VACUUM BREAKER & ANTI-SIPHON DEVICE, CHICAGO #E27JKCP. r .NI 11. NOTIFY THE UTILITIES PROTECTION CENTER AT LEAST THREE BUSINESS DAYS 9. SOLID BLOCKING IN WALL FOR FIXTURE SUPPORT. � Y � 10. ANGLE STOP(S) AND FLEXIBLE SUPPLY(IES). f N. PRIOR TO BEGINNING: i ��i• C 11. CAULK/GROUT/SEAL FIXTURE CONTACT WITH WALL/FLOOR/COUNTER, AS APPLICABLE. !-1' ° . .% ''' A. EARTH EXCAVATION OR DIGGING WORK. ��� 12. TEMPERATURE LIMITING CONTROL SET AT 110'F. I;#"' .fi • ‘ • B. WORK WHICH POTENTIALLY COMES WITHIN 10' OF ANY OVERHEAD HIGH O 1 'u, i i - 13. INSTALL WITH RIM 37" AFF. ; •• ,� VOLTAGE LINE. i 'v �' '' " �` �b mil m_i nu nuuu1 uuuuumunumm nnuuuuumuuuumnuuiuuuruummmmu�uumummmmuuumumuuur. 14. HANDILAV GUARD INSULATION KIT FOR H/C/DR. - ��- 12. NOTIFY ALL RESPECTIVE UTILITY COMPANY(IES) WHOSE LINES ARE ROUTED i 1 C :NI <. THROUGH, CONNECTED TO, OR ARE IN 10' PROXIMITY OF CONSTRUCTION SITE. ! � "t` ' . CONTINUED - \/` _ -- _. ; :> a:�:�i���il•L�;�1'a4� ON PE1.1 :: S F. ALM ! '' cn : r I ` I ma Ns ow PS GONG l G) Iv g • : i i I �r .- O . r , �� AIR COMPRESSOR S a ( I U so ow a I t0 >a }Z DPV • • /,� v+ 0 a t i I I / a a a a TO EXISTING ( ---_---- U �• a a 4" FIRE LINE ------- ----------------- _!_!i /' .,� FDC S _ - - I U ; _ � 1.... 0 - � -i" �� LL _ill__ o 7----- -'_ ._ •B FIRE LINE DIAGRAM UP F • -� �I '�! "'"' tt� P1.1 SCALE 3/4" = 1'-a" _ i I ,/ • I E ; 1 p. 1 I � o _i_________.____ i O } .E _. - 1 _ I 0 �- • I • I i_ ;I I 00 SPRINKLER DIAGRAM EXHIBIT • Ii N 31.1.y SCALE : 3/4" = 1 -0' I SPACE G1 I f -- - - r0 T' 001 ' SPACE 2 I I U)) rO SHELF j 102 ,j I Q 4-0 I I ---- tl -� > >' i .... U o CONTINUED I tL V LL. I ^^11 -0 •ON PE1.1 EXHIBIT r--- W c `� - it SPACE 1 � - - - r 101 III PORCH I _- II ` a) a� FIRE PROTECTION SPECIFICATIONS EXHIBIT • • • 1 " --O -- ij 1 ' SPACE G3 EXHIBIT - _- ^.{� DRY PIPE FIRE SPRINKLER SYSTEM. SPACE G2 I 11 / - ` F �•• 0 OF 003 002 I r ;� /:' - - --- _ i FIRE DEPARTMENT/MARSHALL COMPLIANCE: INSTALL FIRE PROTECTION SYSTEMS IN ACCORDANCE WITH LOCAL REGULATIONS 0 _ - , FIRE DEPARTMENT OR FIRE MARSHALL. GARAGE: NFPA 13, LIGHT HAZARD 7-'-' ' r-� �l �3�R T (? ° .�:_- 4 t _ BATHROOM r r 1 _- -- 1 D N . -- i ' "' 8° _1 ° i _ I �2�5 � 213 N y�) SUBMIT SHOP DRAWINGS, HYDRAULIC CALCULATIONS AND PRODUCT DATA FOR APPROVAL. SHOP DRAWINGS AND HYDRAULIC - f Iii________ •■ L 103 '; L M ; `` I' ° °a c a N CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE I\ -- '- I ° 3 V °Q 7 \ .' v> °:51:::.-c ��t SYSTEM IS BEING INSTALLED OR A NICET LEVEL III TECHNICIAN. • UNDER STAIR 1 t 3„ --- - - F i ; 3 ° ° ;1 \ �t ::::: ° �._ w °\• L N O N PROVIDE PIPING MATERIALS AND FACTORY-FABRICATED PIPING PRODUCTS OF SIZES, TYPES, PRESSURE RATINGS, ` WC/�� _ _.____--_.__-_____ y°° ° ° °' '' ' I o O cc°i + c c°o 4' \ / xn t TEMPERATURE RATINGS, AND CAPACITIES AS INDICATED. WHERE NOT INDICATED, PROVIDE PROPER SELECTION AS „ / u` \ i 1111 -5-c o 2 °15°.DETERMINED BY INSTALLER TO COMPLY WITH INSTALLATION REQUIREMENTS. PROVIDE SIZES AND TYPES MATCHING PIPING LIP ----- I i1 N c °° °AND EQUIPMENT CONNECTIONS; PROV►DE FITTINGS OF MATERIALS WHICH MATCH PIPE MATERIALS USED IN FIRE `- --- -- - - r ° b y-0 N 'L_-- Y r - F i / 1 °PROTECTION SYSTE MS. WHERE MORE THAN ONE TYPE OF MATERIALS OR PRODUCTS ARE INDICATED, SELECTION IS b -=F- --- F F F i••• ���� F 1 I - III _ c,-. 1136 ° =o 8 ,,c 2" ! I 1 II I rno°O Na ,,..5 c ° °v o AT EACH OPERABLE DEVICE, \ qi\ M� s- s AT EACH SPRINKLER VALVE, SIGN INDICATING WHAT PORTION. OF SYSTEM VALVE CONTROLS. ;i) I a?N a N°2 c °° I 3"FIRE __ - -J--- .--- `; °C c e5,_ SIGN INDICATING FUNCTION, E.G. "FLOW SWITCH". PIPE O c \� STORAGE I DOWN _:____. i a'o Q o°a i HALL �' w=' r PIPES AND PIPE FITTINGS: BURIED PIPING: DUCTILE IRON WITH MECHANICAL JOINTS, ABOVE GROUND INSIDE BUILDING -iSTUDOR 004 I I P, 104 11 - I PIPING: STEEL 1.5" AND SMALLER WITH THREADED JOINTS, SCHEDULE 40. 2" AND LARGER WITH ROLL GROOVES, SCHEDULE 10 4" VENT I I` - REVISIONS: AS PERMITTED BY NFPA 13. PIPING FOR DRY SYSTEMS SHALL BE GALVANIZED. ALTERNATE BLAZEMASTER OR EQUAL. - r EXHIBIT JI \� / SPACE 3 PROVIDE FLOW PRESSURE SWITCH, ELECTRIC ALARM GONG, AND INSTALL FIRE DEPARTMENT CONNECTION, PIPE L- L: 106 ESCUTCHEONS, DRIP PANS, PIPE SLEEVES AND SLEEVE SEALS. • 3„ E 00�R l EVATOR f SUPPORTS AND ANCHORS SHALL BE AS REQUIRED BY NFPA 13. - ` GCO / \ 2„DN ,, / 005\ - - - - INTERIOR VALVES: GATE VALVES: UL LISTED FOR SPRINKLER'SERVICE. - 1 % ' / • 2"UP 1 -� . GAGES: PRESSURE GAGES, 0-250 PSI RANGE. • F -' UNDER STAIR I �� F - ° l - i2"VTR EXHIBIT _i \ 0 TAMPER SWITCHES: PROVIDE PRODUCTS RECOMMENDED BY VALVE MANUFACTURER FOR USE IN SERVICE INDICATED. ( I - r-i i I SPACE 4 ° PE / ./d•- , ----_- 4.-=5- , CS 107 j I o0 SPRINKLERS WITH FUSIBLE LINKS: EXPOSED: BRASS, UPRIGHT. FINISHED ROOMS: SEMI-RECESSED, CHROME PLATED WITH • ' 7 \ DOUBLE C H ECK BAC K FLOW D EV ICE IS EXISTING IN THE SUPPLY SYSTEM. DN 11�.1� r O _• Ili W EXAMINE AREAS AND CONDITIONS UNDER WHICH FIRE PROTECTION MATERIALS AND PRODUCTS ARE TO BE INSTALLED. - ' ' ' ' ' ' ' ' - / �` _BE. \ W UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO INSTALLER. COORDINATE WITH OTHER MECH .c___________ i = z SYSTEM CONTRACTORS TO INSURE SPACE IS MADE AVAILABLE FOR ALL SYSTEMS. • 006 \ z F F � I ° A,- I - \ I Q INSTALLATION OF PIPES AND PIPE FITTINGS: COMPLY WITH REQUIREMENTS OF NFPA 13 FOR INSTALLATION OF FIRE I j \ \ -J Q 0 PROTECTION PIPING MATERIALS. INSTALL PIPING PRODUCTS WHERE INDICATED, IN ACCORDANCE WITH MANUFACTURER'S 1__E E --.__ Cr;__._-_s_ -1-r--=1-__ o COMPLY WITH REQUIREMENTS. Z �_ a) ,-, e . 0 TESTING ADJUSTING AND CLEANING: SPRINKLER PIPING FLUSHING: PRIOR TO CONNECTING SPRINKLER RISER FLUSH WATER iiiiillik ;._, {. ' - 1,,-,,,d)1'-'•" ' r; > FEED MAINS, LEAD-IN CONNECTIONS AND CONTROL PORTIONS OF SPRINKLER PIPING. AFTER FIRE SPRINKLER PIPING IS �- .,., 6\': ,.,•" ,9._•' Q PLACED IN SERVICE, FLUSH ENTIRE SPRINKLER SYSTEM AS REQUIRED TO REMOVE FOREIGN SUBSTANCES, UNDER _ =.A:�'- PRESSURE AS SPECIFIED IN NFPA 13. CONTINUE FLUSHING UNTIL WATER IS CLEAR, AND CHECK TO ENSURE THAT DEBRIS x "w '` ti,�• 4 -� < o Q WILL NOT CLOG SPRINKLERS. HYDROSTATIC TESTING: AFTER FLUSHING SYSTEM, TEST FIRE SPRINKLER PIPING "`'; "` " a 0 HYDROSTATICALLY FOR PERIOD OF 2 HOURS, AT NOT LESS THAN 200 PSI OR AT 50 PSI IN EXCESS OF MAXIMUM STATIC PRESSURE WHEN MAXIMUM STATIC PRESSURE IS IN EXCESS OF 150 PSI. CHECK SYSTEM FOR LEAKAGE OF JOINTS. • MEASURE HYDROSTATIC PRESSURE AT LOW POINT OF EACH SYSTEM ZONE BEING TESTED. REPAIR OR REPLACE PIPING 2 GROUND FLOOR PLAN - PLUMBING WASTE 1 FIRST FLOOR PLAN - PLUMBING WASTE SYSTEM AS REQUIRED TO ELIMINATE LEAKAGE IN ACCORDANCE WITH NFPA STANDARDS FOR "LITTLE OR NO LEAKAGE", P2 SCALE : 1 4' = 1 FLOOR P1.1 SCALE : 1 4 = 1'-0" AND RETEST TO DEMONSTRATE SPECIFIED COMPLIANCE. / PAINT EXPOSED SPRINKLER PIPING TWO COATS, (1 PRIMER, 1 FINISH) TO MATCH SURROUNDING FINISHES. ,gam =' exi c ei em T c / #2010-040 cV/LAs • Pil 1 GENERAL NOTE: ; SMITH and VANDENBULCK • ENGINEERING and LANDSCAPE ARCHITECTURE - DRAWINGS ARE SCHEMATIC. CONTRACTOR IS RESPONSIBLE I FOR COORDINATION OF ALL DEVICE LOCATIONS AND A DIVISION OF SAV ENGINEERING, INC. 2' INTERCONNECT ROUTING WITH ARCHITECTURAL AND 5 OGLETHORPE PROFESSIONAL BOULEVARD, SUITE 130 0 2 4' 8 STRUCTURAL CONFIGURATIONS AND REQUIREMENTS. SAVANNAH, GEORGIA 31406 PHONE: 912-354-5249 FACSIMILE: 912-352-8429 r j �rrr' iJ/r� � 1 PLUMBING WATER NOTES ;' r' /I'� ! ` i 1 1. NON-FUNCTIONING SINK. FOR DISPLAY PURPOSES ONLY `/ '/`` ',"' / `, 2. ROUTE WATER LINES TO MINIMIZE VISABILITY `t? /%a% / %/�'1// /-'. C 3. NON-FUNCTIONING SHOWER. FOR DISPLAY PURPOSES ONLY ',v-,././,,,v�sf�;��;ii/r/ r f•i;�/%- . H lf�/�%/ / ' '%If` ff PRESSURE RELIEF ♦ i♦ I SET 80 PSI - , T if 1 ; f i +�� ° ED-CD � N c V SW. d tf) L I MOUNT 6" BELOW CEILING > (n t j o in 0 ll ♦ Q oomsa P&T ♦ • •4-+ 0 t-, ro U WC w U as ,� o\, N E -- v o• N c >, Q) '"= c -< •— CWc B WATER HEATER 0 < i to t a v P1.2 SCALE: NTS "HB s CS // s.1u1111u 11muru11 11u11m11mmm111u11m1111m111111m1mmmmmm11mm1m11mummmuuumm111111111u1111u11m1111m1111mm111111111mm11m1111m1111mi1111m112 -- _ CONTINUED - 0 : -WH ��411 11111111111111 1 III 11111111 11u11u11u 1111uur 111111111111111111111111111111111111111111111111111111111 111111111111 111111111111111111111111111111112 1 ' '- �0 B MS mil iii I is P1.2 / I r. HB - _ • • • • ■E ■ �_�` - - --rr--7 __ _- �_� 1 >,• Er CD 2i 2 O' .— A WATER RISER a / v P1.2 SCALE: NTS C i I al 1: ;r { ® > Fil C I i (4) :1 I I MI I / I: I.1 '_ O a) I I I I (, 1 •III SPACE EXHIBIT ' I-- _ I i, I_ 1) N 001 ' I-- I - EXHIBIT li __ '! SHELF =1 SP102 2 I -- -- 1 11 L a3 I" {� a) < . I JiL 2" VENT ■ •ii i 'WMI • s:111111 Jr J, .1 II I Mk I F= II EXHIBIT 1' .._.� , -- {, I ^, -0 6 CONTINUED L SPACE 1 ON PE1.0 ( I V1 101 �I PORCH I'•. 1 ` L / EXHIBIT I _ 108 - I CO SPACE G3 EXHIBIT I — r �/ O T 003 SPACE G2 r O � I t F- 1" 1 002 - -� I WC I I i /'l _ i / / / i/ / / / / / J li i 1 g.2-6-5 as t d m v ai.5 II t BATHROOM / - ---- I D I\; ' e o) 3 y m"""1111 1/2" s °H-1/2 UP ■_ .,■ • • 103 L �> H1c L �. - __,. I I N 0 4" /) '''' . .. r - o C-1 2" UP DOWN I Iiiii, i o > o d STUDOR VENT °4D 3•°-' t 5. 0 3 J L I 1/2" I (/�j _ \ C 1 I • I; -' a o °o`L g / }// T� ' 'l c�c-• �o •O c000 o 0 t __J N { c o V 6 .c >,� o c o I CONTINUED I I, v/ - 3/4, - ---} I i1.I £N �._ ON PE1.0 CS t I` J I L STUDQR VENT --.----. r. _L__� . ( �_Jill,l, ' o °L� °N I I I •3 m 3 Q- d u).°2 2 I �• II rno 0 0".(1,'4 a (0°� � o °v o HBI MS -_..--_._ .__---------_ -- -_ N I MS • STORAGE HALL - I o V v o 0_d._ • L 7 t 8.2 t N p I i _. I I I 004 I I • 104 _ ; - ----- ,-,- —_ •. REVISIONS: • / SPACIBI3 1:,- — —_ 1/2° {_ 106 II EL ATQR 11, I - - i L?VATOR I / 00 \ L � I I c WASTE RISER GCO - I i P1.2 SCALE: NTS &C-1f2" UP • • ■ 1/2" H/C rC EXHIBIT _.___ __ J ._--^--- I 0 =— —. DOWN -H CS SPACE 4 \ r///////mil° — _ = .: ._ -- 00 'x Ai 11111111 UP � ) 10 7 \ - - \ — 1 a 0 D�,I a I O Y Q = ......----=!,••• - / fir- - 1-I--__ --_ - o 0 MECH / { - k• \ J Q . \ I • ■ ■ ■ ,, — 1� ; d. co _._. ' � \�`^ , _. _-1� --mot! -� — C _�C ==_ — ----{ �/ °o t ..„,,e. ,•-.- ,--v,),\-- .,,,c,,,, ., \ ' 1;:11;00-'7 ..f...:..- : 7)b 2 GROUND FLOOR PLAN — PLUMBING WATER 1 FIRST FLOOR PLAN — PLUMBING WATER P1.2 SCALE : 1/4" = 1'-O" P1.2 SCALE : 1/4" = 1'-0" • #2010-040 CV/LAS P1 . 2 GENERAL NOTE: S�[ SMITH and VANDENBULCK 3J\_]r V l ENGINEERING and LANDSCAPE ARCHITECTURE DRAWINGS ARE SCHEMATIC. CONTRACTOR IS RESPONSIBLE • I FOR COORDINATION OF ALL DEVICE LOCATIONS AND A DIVISION OF SAV ENGINEERING, INC. 0 4' INTERCONNECT ROUTING WITH ARCHITECTURAL AND 5 OGLETHORPE PROFESSIONAL BOULEVARD, SUITE 130 Z 4 8 STRUCTURAL CONFIGURATIONS AND REQUIREMENTS. SAVANNAH, GEORGIA 31406 PHONE: 912-354-5249 FACSIMILE: 912-352-8429 • • d `;%/lam/' r�; '`;-/ '/' FILTER COIL SECTION FLEX (TYP) .'4":;../ - / , ROOF JACK � � LATTICE �� }f`'`' '�%"''� rf �� %� AIR CONDITIONING EQUIPMENT SCHEDULE LL & VL TO CU / % / f; !/ it =-;•: WORK � ` tl l/ F COOLING HEATING ELECTRICAL NOM TYP FLEX DUCT D D LATTICE LL/VL RISERS--c) CU - ',1:t-,. ." %,,% :,, UNIT N0. NOMINAL INDOOR AN SYS ( ) OPENING IN COOLING MIN. OA ESP TOTAL SENS STGS MIN HSPF REV CYC X. STRIP HEAT VOLTS PH MCA MOCP WT DESIGN BASIS AH - l,} ,•� ...... LATTICE TO BE j fr, � ,. TONS (T) SEER CFM HP CFM IN WC MBH MBH COP• MBH KW STGS LBS MFR & MODEL # NOTES RA -�--►- FULL SIZE OF ei,'C' /a // il CARRIER �� ,/,/ AH 3 14 900 1/4 - - 14.2 2.62 1 23.8 8.5 4.04 9 1 230 1 54.2 60 176 FV4CNF003T 1,2 _ / 2 FLOAT SWITCHES TO / � .75" INSULATED CONDENSATE X X X SHUT OFF UNIT DUCT SEE PLAN- - o' ? , - - - - - - - - - - - - - - - - - - - DRAIN. ROUTE 6' AEG.CU - - - - - - - - - - - - - - 230 1 19.1 30 - 38QRR036 - SUPPORT STRUC - 1� FP o{TYP) CLG. WIRES TO STRUCT. i �- JOIST 75" PLYWOOD DECK, )\/ S 4" CONC. PAD {� �? ,t i, NOTES: SEE ARCHITECTURAL. >+ (n c� o u� uo GYP BOARD PT WD. WITH VIBRATION GALVANIZED STEEL AUXILLARY CLG. Cl: 1. PROGRAMMABLE THERMIDISTAT ISOLATION PAD DRAIN PAN A CU INSTALLATION DETAIL (1) o Q CO 00 sa 2. R410A M1.1 SCALE : NTS • : (9 to "' 0 • 1- EF SET TRIM TO CLG. s `.' `�' D SECTION AT AIR HANDLER DETAIL N = c N N �M1.1 SCALE : NTS B EXHAUST FAN DETAIL c i > a Mi.t SCALE . NTS Q < N x � . Y' ° E MECHANICAL SPECIFICATION NOTES • 444 . 1. ALL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 4h/11IIIUIIUUIUIIU/1 1111111 1111 11 III 1111 III 1UU111111 1 111111111111111111 IU11111111111111I1111II/U1IUUIII1111111111111U11/111 111IIU11/UU11U1111111111111 1111111111 1111111111111UIIIIIIUI EXHAUST FAN SCHEDULE �� 2. EXHAUST DUCTS: GALVANIZED STEEL. SYMB. AREA SERVED CFM SP IN. RPM DRIVE WATTS ELECT SONES MOUNT OPTIONS CONTROL GREENHECK 7� -3/0 = H 2 O MAX. (HP) V/0/HZ MODEL ,./:<, � T 3. A/C SUPPLY AND RETURN DUCTS: ��4� r fe� n`�--ti, 6 4-,A .. EF1 TOILET 75 0.25 950 DIRECT 49 ( 120/1/60 1.6 CLG 1,2 3 SP-A110 I 4"l' n A. DIMENSIONS SHOWN ARE CLEAR INSIDE. DUCTS WITHOUT DIMENSIONS SHALL BE ��♦ 4 °i ' u SIZED AT 0.05"/100'. 4�hi� NOTES: ( °? �� ,�•S 1111 1 1111_LL_1111111111 1I111U11111111111UU1111 11111 /11111/1U1I1111111UIIIIII111111 II11y ` B. RECTANGULAR AND ROUND GALVANIZED STEEL: FABRICATE PER SMACNA LOW : il 1. BACKDRAFT DAMPER. 4 VELOCITY DUCT STANDARDS. SEAL ALL JOINTS IN DUCT WITH APPROVED MASTIC. HVAC NOTES O 1111111111111111111111111111111111111111111111111111111111 2. DISCONNECT SWITCH. -,,,,� C. FLEXIBLE RUNOUTS: UL CLASS 1. ASSEMBLE WITH SOLID VINYL LINER, 1. ABANDON EXISTING FLOOR GRILLE. /� C 3. CONNECTED TO OPERATE_MI 1 I01LET�QOW LLGHTING- -,f\ -- - --- .---- GALVANIZED HELICAL WIRE FORMER, 1" FIBERGLASS BLANKET WITH POLY-VAPOR 2. INSTALL NEW 20x25 RAG WITH FILTER. C BARRIER. SECURE ENDS WITH BAND CLAMPS: ONE DUCT-TO-COLLAR AND ONE OVER r --t VAPOR BARRIER, TO SEAL OPEN SLEEVE END. . a -z"� L _•MAXIMUM LENGTH 5 FT.. C •. ; / /^�� D. INSULATION: 2" FIBERGLASS INSULATION WITH VAPOR BARRIER. SEAL SEAMS IN W Q- VAPOR BARRIER WITH 10 X 10 MESH GLASS FABRIC AND MASTIC. = I �' -F-0 C i E. DUCT LINER: 1" THICKNESS, COATED AIRSIDE, K=0.24. INSTALL WITH 100% // _ > ADHESIVE COVERAGE. PROVIDE MECHANICAL FASTENERS ON 15" CENTERS ON . E C ( I TOP AND SIDE OF DUCTWORK WITH DIMENSIONS EXCEEDING 20". SEAL AND SMOOTH /____.---__ _ ; JOINTS WITH MASTIC. . E 1 1 - e±1 DUCT LINER: 1/2" WHERE NOTED FOR PLENUMS AND DUCTS IN CONDITIONED SPACE. E ( __ rCZ� 4. AIR DISTRIBUTION ACCESSORIES: TURNING VANES: DOUBLE WALL TYPE. SPIN-IN 1 / ! J � . ! S.. CONNECTIONS WITH SCOOP AND DAMPER. • .�� ��,� �,�� ■ L _- • - --�----- ,--1 ! (� 5. REFRIGERATION TUBING: COPPER. T I p D1 ti. (�-iI +.0 "` l HOLE IN JOIST(S) ,U P 125CFM �p x 71� D1 , 11 (j� 3.25'x11.5 (E)I�- 6. CONDENSATE PIPING: PVC. 2x10 DUCT :1 I ' I 135CFM -_-� . I •� 0 7 � / rli ..... WITH 1/2" DUCT LINER - I 7. PIPE INSULATION : CLOSED CELL TUBULAR FIRE RATED FLEXIBLE FOAM RUBBER SUPPLY BOOT E� R1 ? ___ _ i' SUCTION LINES 3/4" THICKNESS. WITH 1/2" LINER 7 III o0 CONDENSATE LINES: 1/2" THICKNESS. '+ �" EXHIBIT i '-M_ ! ram ( 10x4 WITH DUCT WRAP SPACE G 1 7'4 �'1 ( _-_ - �, PO 8. ADJUST AND BALANCE TO AIR FLOWS AS SHOWN ON PLAN. 3/4" PLYWOOD 48"LONG _ 001 i i 1 x i(E) E)© �, EXHIBIT I I C j 0)SPACE 2 (13 co EACH SIDE OF JOIST 01 ♦ - - - - I'I .r 9. SUPPLY, RETURN, AND EXHAUST AIR DIFFUSERS/GRILLES: SEE SCHEDULE # I I I ` ' i op 102 I ,I + N Q SAG 100% GLUE WITH 10 SCREWS AT 6"O.C. _ ill 7"o I i ' > CD 1 / -'li i U °--- _________ii I ;- 125CFM 7"� 01 A, DUCT INSTALLATION • .I 3/4" COND EXHIBIT 3/4" COND C ! __-- - ' UP E. SPACE 1 DOWN r__ ; CL I ^ T 3/4' COND 101 ' SCALE : NTS .�.1 (f) ® BETWEEN JOISTS ( • I AH T PORCH �� _-,-___. _ o.>co . EXHIBIT 9"0 1 I lk 7"� �35CFM - I cu I -- �it I L O > SPACE G3 I EXHIBIT LL/VL .. I I '/ 11 I 1-- SPACE G2 IN ATTIC �----1 �" - - - _--_1 II 003 0- 3/4" COND O 002 -_-�5"0 (� ---- 'I THRU JOISTS ' I I I 1 - -r �T 16'� / - - -- I r ° ° AIR DISTRIBUTION SCHEDULE II _ N L N �� c C 1 .' I � ' BATHROOM Aft Al I r___,_D N .._ -- � N L 3-2 c i MANUFACTURER/ X3/4" COD • 103 10'� ___� -- ": o 'T� ; -! E N' 0, Q 10X4 BETWEEN �D2 6 SUP TO Il,SYM TYPE SIZE SERVICE DIRECTION REMARKS - SERIES EO "`'` °`' °-r---.____.__ Fj + i 3• 14"O , J & J • - E �� IX(E) I 10x4 - -- - !_ � c °°� c Ti 75CFM _ a', ' 24,500 c °gc °p. D1 REGISTER SURFACE MOUNTED 12X6 SUPPLY 1-WAY AL290 WITH OBD / ! a. �I •J & J Ito 10x4 bOCFM (; 02 7„� D1 - - \ ---`e II i "„-q o ,8-°° ° / �I ! E N N c a g� "6:a.;-; D2 REGISTER SURFACE MOUNTED 8X4 SUPPLY 1-WAY AL290 WITH OBD 10x4 ° `_�.N -°, o-..0°0 UP CO 50CFM 10x2 T R• F- DOWN 111 _.�.a E°-• Nog° N ) JOISTS pr/ I 6"0 I 12"O 130CFM I I} I °a 0 0,Q N- -- J & J SURFACE MOUNT ♦ r !, I N °l o n c L R1 REGISTER ON CEILING 20/25 RETURN - ALS9OH WITH FILETER" .r. i is ,-.?a a...,a (n o.=_ an''o STORAGE 90CFM \ HALL 10"0 -� -____-�li I i , REVISIONS: I EX!1T3 (E)1 x I I 1• -� `-� SPA[-i / 1 D 1 5XW -_-_____ I" MIN. • Et, A 1 MECHANICAL LEGEND LL/VL DOWN 130CFM I - --\ /ELEVATOR •5 UP Wit 1W 1 i 74 (--=-�--' �� 130CFM SPLITTER f -�._--, ( 01 - - --- DOUBLE I DAMPER-1 • !II IX AIR SUPPLY DUCT/DIFFUSER LL/VL BETWEEN JOISTS - _ - 0 VANE (VD) VOLUME � _ EXHIBIT - __- MAX. SLOPE DAMPER X EXHAUST FAN DUCT/GRILLE \ �i SPACCE 4 1 ii�M 4I' '- _ -- - co FLOW SPLITTER TEE OF TRANSITIONS BRANCH TAKE-OFFS SQ DUCT MOUNTED SMOKE DETECTOR / ,� °UP =-- ii i _ ___-__ �" -"_" -_- _ o L-0.25W, 3" MIN. d 0 Y POSITION CU i D N MIN. R = W OT THERMOSTAT FOR CLEAR / r - =_� o v Ili w Q S OTHERWISE L LATTICE ACCESS PER 1 - -- USE VANED P'�„ - ,��EYE PIN � r` FLEXIBLE DUCT . MANUFACTURER 7,>� /, -._ _ � --- r ELBOW r OR INSERT BAR JOIST BOTTOM MECH l 1 r\_. OR TOP MEMBER ( TURNING VANES : \ ■_ 006 , R I DOUBLE DUCT INSULATION LATTICE I 1 "I ► --� -'��- r Q-� ^_ I J VANED ALL DIM. REQUIRED PER -�-► AIR FLOW DIRECTION '� � I \ VANED INSIDE SPECS OR LEGEND CU ; � 120CFM III 1x2x1 18 GA. -P DUCT SIZE TRANSITION ' _ 1 - - \ i a. co CURVED ELBOW SQUARE ELBOW GALV. CHANNEL _ - ft 0 0 ■ is (MINIMUM) 0 ROUND DUCT, SIZE NOTED. =a rya,S.;:::-' L J•DUCT CONSTRUCTION DETAILS DUCT SUPPORT (TYP) A IC\ ;;. `. __. v ~ FAN MOTOR OR PUMP CU M1 1 ;'. �`.'t;'. > NTS NTS ;: .7'AIR FLOW � � w z EXTRACTOR SCOOP BRANCH FITTING (INSTALL RA RETURN AIR = 3 Q EXTRACTOR 5XW TO MANUFACTURER'S SPECS.) .-, ' " a o I MIN. SA SUPPLY AIR kill WORM TYPE LOCK .- FLEX DUCT TO AH AIR HANDLER W ogosinets BOOT OR DIFFUSER 2 GROUND FLOOR PLAN - HVAC PLAN - HVAC CU CONDENSING UNIT/OR M1.1 SCALE : 1 f4" = ( 1. 'J SCALE : 1/4° = 1'-0" DAMPER BLADE WITH LOCK COMPRESSOR UNIT (VD) VOLUME SEAL ALL AROUND WITH BEAD OF MASTIC EF EXHAUST FAN • DAMPER DUCT AND INSULATION AS SPECIFIED BRANCH TAKE-OFFS ROUND BRANCH FITT'G CONN. CFM CUBIC FEET PER MINUTE #2010-040 CV/LAS M 1 GENERAL NOTE: T SMITH and VANDENBULCK L=0.25W, 3" MIN. NTS VD VOLUME DAMPER _Aw ENGINEERING and LANDSCAPE ARCHITECTURE OA OUTSIDE AIR DRAWINGS ARE SCHEMATIC. CONTRACTOR IS RESPONSIBLE D DUCT DETAILS COORDINATION OF ROUTING WITH DEVICE ARCHITECTURAL AND A OCLETH OF SAV ENGINEERING,S ZOL BOULEVARD,INC. , 5 OGLETHORPE PROFESSIONAL BOULEVARD, SUITE 130 M1.1 SCALE : NTS RAG RETURN AIR GRILLE O Z 4 8 STRUCTURAL CONFIGURATIONS AND REQUIREMENTS. SAVANNAH, GEORGIA 31406 PHONE: 912-354-5249 FACSIMILE 912-352-8429 SAG SUPPLY AIR GRLLE ELECTRICAL SPECIFICATION NOTES / r r f 7,..,,,,_ :,/,_./,, , ,.. ,£� / y fj .was 1. ALL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. , r STUB OUT STUB OUT NOTES Q r j% ` f ' `� :2. CONDUCTORS: COPPER WITH THW OR THWN INSULATION UNLESS OTHERWISE NOTED. ABOVE CEILING A80VE CEILING -; - Y,-./..-•' / / ,,/,.1 1. REMOVE. PATCH AND MATCH TO EXISTING WALL �;-:, s ` ',f''' 3. WIRE METHODS: THW OR THWN IN CONDUIT. TYPE 'MC' CABLE MAY BE USED WHERE CONCEALED. 2. INSTALL GFI RECEPTACLE. fd`1 i `r f''`v ,,, ,., ,,./`f ,, fr;• •/,- f',';,',' f�, " ' LOW VOLTAGE WIR CEILING 3. PUT SWITCH FOR ATTIC LIGHT "B' IN ATTIC NEAR STAIR HINGE. , , ;� •4. RACEWAYS: ABOVE SLAB OR GRADE: ON TOP OF BEAM IN 4. RECEPTACLES ON THIS FLOOR A MINIMUM OF 3'-6" AFF. >:,';',(,/,,,:' '-'":;;", ,,,',/%fi ,,2, ; 5. COORDINATE 1/2" CONDUIT TO AIR HANDLER AND CU WITH A/C CONTRACTOR. ri //�i r'/�� INTERIOR: EMT WITH STEEL COMPRESSION OR SET SCREW FITTING. 'LASTIC WiREMOLD ,f EXTERIOR: EMT WITH STEEL COMPRESSION FITTINGS AND SEALTITE WITH COMPATIBLE FITTINGS. 6. COORDINATE RECEPTACLE LOCATION WITH WATER HEATER. f 'ff r Lzrl ia�% 3/a"C 7. MOUNT EXIT FIXTURE ON PORCH RAFTER i 8. MOUNT EXIT FIXTURE ON BEAM. ;�� �f/, / r 5. RACEWAYS BELOW SLAB OR GRADE: SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS r', . 9. COORDINATE TELEPHONE OUTLET WITH ELEVATOR. , ,_ %� r '`//' • AND FITTINGS. USE GALVANIZED STEEL ELBOWS ON 1-1/2" AND LARGER CONDUIT. �t TTB � , 10. INSTALL NEW RECEPTACLE AT EXISTING LOCATION. ! 11. LOCATE FLOOD LIGHT TO ILLUMINATE STAIRS. 6. PROVIDE GROUNDING CONDUCTORS IN ALL CONDUIT AND CABLES. '-' o rn'.« ' i POSITION FIXTURE 12. PRESSURE SWITCH AND TAMPER SWITCH IN FIRE RISER. o N C 7. DEVICES SHALL BE SPECIFICATION GRADE. COLOR TO BE SELECTED. ° 13. ROUTE LOW VOLTAGE IN WIREMOLD ALONG PORCH ROOF BEAM TO TRANSFORMER IN ATTIC. U N \\\ OSfTION C V -� � d' d. �-,-� �, DEVICE COVER PLATES SHALL BE SMOOTH PLASTIC TO MATCH DEVICE COLOR. ' �'j" TO PROJECT LIGHT }#6 14. AIM MOTION SENSOR TOWARD STAIRS. +� r o DRILLED 15. MOUNTED ON COLUMN. t� ° 1 I' ON CEILING C , BEAM. _ TO ELECTRIC 16. LOCATION APPROXIMATE. EXACT LOCATION TO BE DETERMINED BY OWNER/ARCHITECT. C < _0 8. DISCONNECT SWITCHES: ' _ p °� OUTDOOR: NEMA 3R, HEAVY DUTY RATINGS AS NOTED. j FOR LOW SERVICE GROUND 17. PAINT GREEN "EXIT" ON FACE OF FLOOR FRAMING. MATCH "EX" FIXTURE COLOR. 4.J (� r7 -p F'= INDOOR : GENERAL DUTY NEMA 1, RATINGS AS NOTED. VOLT WIRE ! p W U CO N E i , , I STUB OUT ABOVE CLG. �_ 0 -0 9. PANELBOARDS: LOAD CENTERS: i '' 2-2"C TO PROPERTY CLG •- .c Lij C .- u) INDOOR : NEMA 1 WITH PLATED ALUMINUM OR COPPER BUSSES ARRANGED FOR j I LINE, COORDINATE WITH '- LOCAL TELEPHONE COMPANY 3/4"C U tD > 0 a' •= DISTRIBUTED PHASE CONNECTIONS, FULL NEUTRAL BUS, ISOLATED GROUND i 1 co L r, al> X , BAR, PLUG-IN BRANCH AUTOMATIC CIRCUIT BREAKERS, BOLT-ON MAIN �� TELEPHONE RISER DIAGRAM N ° °' AUTOMATIC CIRCUIT BREAKERS. QUANTITY, POLES, TRIP RATING SHOWN. I OUTDOOR: SAME AS INDOOR, EXCEPT IN NEMA 3R ENCLOSURE t-I. i �EL1� SCALE : NTS 10. LUMINAIRES SHALL BE SUPPLIED COMPLETE WITH LAMPS AND ALL NECESSARY I1 114 dl�j!!!!!!!!! 1!nlnn ! !! 11111 ! in ! !! an !!!!!!!! !!!!!!!!!!!!!!!!!!!! !!f1l111!l 111!11111!!1!1!!1!!!1!!1l11!!ln11n!! 1111!!!!!!!!!!!!1!1!!1!!!!!!!!!!!!! 1!!!1!!!!!!!!1!!!!!!!!!!1! 1112 „ _ HANGERS, HARDWARE AND TRIM. ■ SQ. x 2-1/8 DEEP lei J-BOX W/1-GANG PLASTER :�`sf h 11. INSTALL TYPEWRITTEN CIRCUIT DIRECTORY ON EACH PANELBOARD COVER INTERIOR RING & BLANK COVER. :., ''-I. , SHOWING THE "AS WIRED" CONDITION, AFTER WIRING IS COMPLETE. 0 ��h, ' '• �� 0 16" AFF va 12. IF EQUIPMENT SELECTED REQUIRES SPECIAL CIRCUIT BREAKER, FUSE PROTECTION, OR UNLESS NOTED`►► :u +- Q is OTHERWISE FLR 'a i9 "4'v)' ?' WIRE SIZE OTHER THAN SHOWN, CONTRACTOR SHALL SUPPLY AND INSTALL IT. s .) 3 Y ,�'� S / 1 aon! 1 annum n n!!!!1!!nlnn!lnnl \111!11111! !n!!!1II1!!!1111111!!!111111!uIn11!! 11111111 !1!11!1111111111 ni1111111111 1111111!!1! t �Y ��' 4c. 13. EQUIPMENT CONNECTIONS SHALL BE MADE WITH SHORT SECTION OF FLEXIBLE CONDUIT A TELEPHONE/DATAf COMM. OUTLET INSTALLAT{ON DETAIL G- (SEALTITE IN EXTERIOR LOCATIONS) USING COMPATIBLE FITTINGS. qq E1.1 SCALE : NTS _ . I ( 1/ -- 14. JUNCTION AND OUTLET BOXES; _._,_._._._. ;_._,_._._._._._._._._._._._._._._._.� j - C C , A. INTERIOR: GALVANIZED STEEL. X i B. , B. EXTERIOR: CAST ALLOY t 15. NOTIFY THE UTILITIES PROTECTION CENTER AT LEAST THREE BUSINESS DAYS PRIOR TO BEGINNING: I A C o • C / }� A. EARTH EXCAVATION OR DIGGING WORK. W B. WORK WHICH POTENTIALLY COMES WITHIN 10' OF ANY OVERHEAD HIGH VOLTAGE LINE. "'... Q N. N. 16. NOTIFY ALL RESPECTIVE UTILITY COMPANY(IES) WHOSE LINES ARE ROUTED THROUGH, C FIXTURE "C" DIAGRAM C .1. �,--/-----� O as CONNECTED TO, OR ARE IN 10' PROXIMITY OF CONSTRUCTION SITE. E1.1 SCALE : 3/4" = 1'-0" G E (1 Q 17. COORDINATE WITH UTILITY COMPANY AS REQUIRED FOR SERVICE CONNECTION AND METER LOCATION. / I f" �/ • ( LL ELECTRICAL LEGEND I a RECEPTACLE, DUPLEX, WALL MID OJ JUNCTION BOX I EX �•� "' �` �`----° ■� _ - - �■ ■� - - --J ■ 4 Q 16" AFF TO BOTTOM 111 ',/�+i► ill 0 :al TIC TELEPHONE TERMINAL CABINET U U1 UP f : (E) (E) �_ __-� I El RECEPTACLE, DUPLEX, WALL MTD T ' EM I ( / - ti U th ■s Q "� COORD HEIGHT WITH CASEWORK/COUNTER T TELEVISION OUTLET 0 II) I T- wp RECEPTACLE, DUPLEX, WEATHERPROOF 0 CONDUIT DOWN EM F • • G �� ______111 C �� EXHIBIT 1 • (E) (E) •' ---- - / E -- N G RECEPTACLE, DUPLEX, GROUND FAULT INTERRUPTER 0 CONDUIT UP 11 SPACE 0 G} F 0 (E)© _ " .Q r0 itts RECEPTACLE, 240V, 3 WIRE, RATING NOTED SD SMOKE DETECTOR, DUCT MOUNTED • i t I ' - EM-1 SPACES 2 - _ 1 1 (t) :::: 7 I TELEPHONE DATA OUTLET T THERMOSTAT __ I I • EM-1 - t, •/ I I • • D 102 U�. - ! _ Cl) '+-' . > c�I S,S SWITCH, 125V, 20A, WALL MOUNTED WL i ' V ! ..� U r3 WATER LINE I -. I ij _ C-9 SERVE S3 THREE WAY SWITCH, WALL MOUNTED __ I _ }' CU v GROUND ROD 1 EM L 1 I SPACE BIT1 r ti-1'ATTIC) i Q� _ MOTOR �� CIRCUIT BREAKER ! 101 I AH I1 PORCH , i__ lE I �- RACEWAY IN WALLS OR CEILING OR EXPOSED 0 LIGHT FIXTURE EXHIBIT II F • IF C-22 IN I I ` 108 1 I SPACE G3 (� EXHIBIT ATTIC ® PANEL BOARD LIGHT FIXTURE SPACE G2 1 C-2 1 /l _ 1 I r0 t- 003 �) r (E) L__J (E) .� ( 002 1 ______0 . - I ___________I I I l : Q.. lli 3 B i16k ©►1 / S 3 I I HOMERUN TO PANEL BOARD, NUMBER IS CKT. # FLUORESCENT LIGHT FIXTURE G I F'/C -.=� �'�'"' "' --- _ _ -- I i NUMBER OF MARKS IS NUMBER OF WIRES • • G BATHROOM Ili (E)1 Ili I �! - 11{� w ; ° o ;::EMERGENCY LIGHT WITH BATTERY PACK - - •■ ❑ ■ (E)O t► �` , °°,,• c o --i„` Q�-' DISCONNECT SWITCH, AMPS/POLES/FUSE NOTED. _ __._�ENCLOSURE I•Q WALL MOUNTED LIGHT FIXTURE TO M t - ► C-26 I C-24 t II ''8,3- °-.- <. ,'O ELECTRIC METER � `r `c = ` T EM 16. 1 ;�o� a � o� - o�7 TRACK LIGHT 12 l --. N�; EX 's ti �- ' off° o AH AIR HANDLING UNIT EXIT LIGHT, WITH BATTERY PACK. I /5-- / - ' '4 �- `n CII �' 4.n.,_ a ° °"'` CEILING MOUNTED •` �� _ 4 -I.-- �.-. rI 3 - `- i °-a N ' .,IWH INSTANT WATER HEATER / ■ - °ov v„ c c ° mac °c a ,11.3 °gr �v o E EXISTING II _ °a o o( ) H I (E I Ifli:_.� .°a_�, . 2 c o a N 3 m r EM EMERGENCY L ____ _J O ■ _ C-5 E 2,° ° o AFF ABOVE FINISHED FLOOR (E) --WP WEATHER PROOF 1 ~ N¢ ��Q °c o a= °6:17 sl., E STORAG HALL C-7 REVISION- - EF EXHAUST FAN I IC Ili 004 �I I 1 104 MH MOUNTING HEIGHT MS MOTION SENSOR C-3 III► �� - EX T. EXHIBIT _. _.- ----- . P/C PHOTO CELL / 106 :.`, TS TAMPER SWITCH , PAN C G EX G / I --- - :� PS PRESSURE SWITCH El ATOR i O 00\ • • G i , ELEVATOR EM ill, may.: LUMINAIRE SCHEDULE --\ - / 005 i�/ i EM-1 , C-1 C-15 ♦ SF •:...xx NO.OF 16 I. �_-, (E) }0 E - i SYM LAMPS WATTS VOLTS TYPE LAMP MOUNTING TYPE LENS MFG.& CAT.NO. REMARKS EM I O , _ EX t.• C-11 Ili ; ..- o 20-GAUGE STEEL LITECONTROL El G MS - S EXHIBIT 4 `���1�L_._.. "��- °: A 1 32 120 F32T8 WALL, 2' SLOTTED W-AI-56-14T8-ELB-ICWQ 2,3,6 G ,\ C-2Q 107 •� DN ''��l�-� ���• , ,__p_ id f� ! O ,Y Ili 6 LITHONIA ■J- 4.11 1/ B 2 32 120 F32T8 ATTIC, SUSPENDED WIRE GUARD C 2 32 120 WGCUN HC36 6 C-6 C-l8� IA 1 ■� 11111.11_•____11 ___ , _ , , i�; i OUTSIDE CEILING HALF MOON DECK LT KICHLER •� C-16 ��-- -s-'�~� - iI Y.4(E) C E 0 :j. o 1 10 12 CF RAFTERS BRONZE/BRASS K15064BBR 7 G MECH ■1 MATCH t EXISTING i $ 006 HEIGHT C-14 \ i Z • i, :1* SURFACE TO BE SELECTED BY C-10 G .1.! _.1-- D X X 120 X CEILING X OWNER/ARCHITECT 4 C-12 (E) i C-13 VIA P I ---- --- = ° CU E , I SURFACE WALL GREEN TORCH t -.� --_- ��� �■•- _�_" 0 Zb''''EM 2 1O 120/277 MR16 AT 9'± POLYCAR80NATE WVHEL 1,5 �` -5 :s,CEILING COOPER L 0 ' o `Ty P OF 14(1 EM-1 2 12 12 MR16 RECESSED LAMP CEL-2412-70-SD 1 to -, - : s_.SURFACE LITHONIA 1,,.,\-\ f,;+ ._�` ® W cc ce Q. co EX MANY 6 120/277 LED WALL GREEN EXIT" SIGN LRP 1 GC ELN X ,'° - , xr, . °- T-Q 7. SURFACE TO BE SELECTED BY .�;;' '4` �T o F X X 120 X CEILING X OWNER/ARCHITECT X -- _.� 2 GROUND FLOOR PLAN - POWER AND LIGHTING 1 FIRST FLOOR PLAN - POWER AND LIGHTING '..: NI 5,:i-- : ::' A o CEILING CLR GLS GLOBE HUBBELL E1.1 SCALE : 1/4' = 1'-0" E1.1 SCALE ; 1/4" = 1'-0 ,: . ^' G 1 32 120 F32TBX SURFACE WITH GUARD NV2FG32XSG-VV2XG 6 ' ° cn 3 RECESSED LITHONIA '. H 1 32 120 F32TT CEILING NONE LF6N 1/32TRT F601 120 6 . �'tµ' O #2010-040 CV/LAS , . >`i # ° WALL LITHONIA GENERAL NOTE: T SMITH and VANDENBULCK #;°., so K 1 42 120 F42TT BEAM POLYCARBONATE TWS 42TRT 120 PE DWH 5,6 t. 11 ENGINEERING and LANDSCAPE ARCHITECTURE o DRAWINGS ARE SCHEMATIC. CONTRACTOR IS RESPONSIBLE ' '' 0. ° NOTES: I FOR COORDINATION OF ALL DEVICE LOCATIONS AND A DIVISION OF SAV ENGINEERING, INC. INTERCONNECT ROUTING WITH ARCHITECTURAL AND 5 OGLETHORPE PROFESSIONAL BOULEVARD, SUITE 130 0 1. NICKEL-CADMIUM BATTERY. 4. BOX WITH MOUNTING STUD FOR 75 POUND FIXTURE. 7. 200VA TRANSFORMER 120/12V 0 2 4' o 8, STRUCTURAL CONFIGURATIONS AND REQUIREMENTS. 2. COLOR TO BE SELECTED. 5. WET LOCATION RATED. PHONE:SAVANNAH, GEOR IGA 31406 FACSIMILE 912-352-8429 3. MOUNTING HEIGHT AS DIRECTED BY ARCHITECT. 6. ELECTRONIC BALLAST.