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500 SEminole Rd (vault) 120V1011.I JOBADDRESS SeA71-1.4t-o.,&„ 66q 'YPE WORK• ' y/w �_�• , • , ., , PROPERTY OWNER 6 dL TELEPHONE .9 V 7 S v CONTRACTOR ,sr o a rrr,Q�t-- TELEPHONE -- 17/q—9,13 9 PERMIT NUMBER -1 / O DATE /Z- O INSPECTIONS: FOOTING SLAB /2- i;-vv TIE BEAM LINTEL NAILING/SHEATHING FRAMING/COVER UP 20I 3I0I INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# a 32-2-- INSPECTIONS ROUGH 21 l f 0I FINAL -2-(0/17 l MECHANIC4L PERMIT# INSPECTIONS ROUGH FINAL PLUMBING PER IPI ;21 133 INSPECTIONS ROUGH/UNDER SLAB 2-/I 3 (01 TOPOUT WATER/SEWER FINAL NOTES: JDVM0llfiGA, 4 2132 3/1,1/6I t , J f CITY OF ATLANTIC BEACH Jel 800 SEMINOLE ROAD J� ATLANTIC BEACH,FLORIDA 32233-5445 �c "S TELEPHONE:(904)247-5800 FAX: (904)247-5805 J v SUNCOM:852-5800 http://ci.atlantic-beach.fl.us Barnett Const. 447-3 Atlantic Blvd. Atlantic Beach, Fl 32233Monday, March 26,2001 Subject: Russell Park Building @ 500 Seminole Rd. Scott, Here are the final items that need to be corrected before final payment at the Russell Park Building: 1. Trim around garage door is missing. Door is not weather tight. 2. The locksets in the Men and Women restrooms are not releasing when the door is opened from the inside. This leaves the door locked when the occupant leaves so the next person to use the room cannot get in without a key. 3. The valves and drains under the lavatories are required to be insulated per State and Federal ADA requirements. 4. There is a hole next to the roof rafter near the electrical service masts. This needs to be sealed. It is too big to be caulked. Please let us know when these items can be completed. Sincerely, Don C. Ford CBO Building Official %./K: File Timmy Johnson—Parks/Rec. Dir. City manager 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21526 Address: 500 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: UTILITY BUILDING Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION lieIIIILAIM Date Issued: 2/28/2001 Name: CITY OF ATLANTIC BEACH Total Fees: Address: 800 SEMINOLE ROAD Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/28/2001 L_ Phone: (904)744-6604 Work Desc: Install 3/4 Inch Water meter&Tap CONTRACTOR($} APPLICATION FEES PROPERTY OWNER PERMIT 0.00 Inspections Required SEWER/WATER NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR IOLATION OF APPLICABLE PROVISIONS OF LAW....________2r ATLANTI BEACH BUILDING DE . I r JOB ADDRESS S---ynuJd� T{1 TYPE WORK PROPERTY OWNER CL c �l� C, (Sch IMEPTIONE -1L-11-1 CONTRACTOR TELEPHONE PERMIT Nt ER a DATE al ZS( a(i31 INSPECTIONS: FOOTING SLAB TIE BEAM LNTEL NAILING/SELEAT$T1NG FRAMING/COVER UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY F.T.PCTRICAL PERMIT# INSPECTIONS ROUGH FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FTNNAL PLUMBING PERMIT# INSPECTIONS ROUGH/UNDER SLAB TOPOUT WATER/SEWER FINAL NOTES: t:`N 4 `ft CITY OF t a-atic Eead - • E(vzCda • 800 SEMINOLE ROAD 1 ATLANTIC BEACH, FLORIDA 32233-5445 . TELEPHONE (904) 247-5800 I", \ FAX (904) 247-5805 SUNCOM 852-5800 DATE Z —.2 6 ^0 / JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS z 3 z 2. 3-00 .Sew,,` o le kcp, (Nevc9r " e ) 2 /41-U, O 0 w. 4 t 5-/. (Serv;ce Tncce,.s e ) 2 l 4/ 76 6/? ficidi/se C -f. (TQip. AIR - k Ade,5 t „,�) S 2 /4 71/ X06 11 .2. 141 75 C/; 1, %1 Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT _ CITY OF �� 'Waal& Beach-4lauda H Office of Building Official ,y REQUEST FOR INSPECTION // Q Date 1 Z Z2 / / 33 Time Permit No, Received A.M. � P.M. ■ �� Job Address \ 6FCC e 0 ocality Owner's Name •ntractft • UILDING CONCRETE ELECTRIC'• �J MECHANICAL Footing ❑ Rough Wiring Re Roofing Slab ❑ Temp Pole ❑ Top Air Cond.& ❑ Insulation ❑ Lintel ❑ Final P Out ❑ Heating ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed A.M. Thurs. Friday P.M. Inspection Made V— 2- 0 ° " P.M. Inspector v Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF oclikattic Beach-Ihn Office of Building Official REQUEST FOR INSPECTION,( d€yL.B Date e Z_,`Y Time Permit N. Received A.M. P.M. ob Address I 0 Lfocality Owner / �i'r i Name _L�/ �1 Contractor 1tar/ BUILDING CONCRETE ELECTRICAL PLUMBING Framing MECHANICAL Re Roofing ❑ S lab Footing ❑ Rough Wiring 1i Rough ❑ Air Cond.& Insulation ❑ Lintel Temp Pole ❑ Top Out ❑ Heating ❑ Fi ❑ Sewer ❑ Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Th _(P urs. Friday Inspection M.. A.M. �J P.M. �n f!V � Ins or �c�c.c�_-. �'�jam/ I,�-��tj∎ Final Inspection ❑ocO ` Certificate of Occupancy � ee)(1/ 57---exte CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION.INFORMATION Permit Number: 21133 Address: 500 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: UTILITY BUILDING Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Pa__rc el Number: Improv. Cost: OWNER INFORMATION Date Issued: 12/12/2000 Name: CITY OF ATLANTIC BEACH Total Fees: Address: 800 SEMINOLE ROAD Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone: (904)744-6604_ Work Desc: INSTALL PLUMBING CONTRACTOR(S}.- . ., ,., -_ _ APPLICATION FEES EAGERTON PLUMBING CO. - - - - �� -- fnspect�ons�Require• .a"r �„� �.``", .� _ �: ri � ---- --�.� UNDER SLAB PLUMBING TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Cr_ LTA"— ATLANTIC BEAC BUILDING DEPT. CITY OF ATLANTIC BEACH APPLICATION VIM PLUMBINu vElinJT JOB LOCATION: J 5e1A1210Jdie 4.4-d OWNER OF PROPERTY : ( oJ2 1c_ote4 BUILDING CONTRACTOR : CY. _ Zpe. PLUMBING CONTRACTOR 447,,A4e/ ..04411,4_ AND ADDRESS: TELEPHONE NUMBER : _is 90y- 3 o7e0/ STATE LICENSE NO: C.-n(632624 429 TYPE OF BUILDING: 1.4.?A 01. _ SINKS c4L LAVATORY BCALTOHSETTUSBS ____ _ _ DISHWAL.flEkl. URINALS DISPOSAL:, • WASHINCI MALHINE _ _ __ __ _ _____ _ ..2 FLOOR DRAINS PAUs OTHER /14se TOTAL FIXTURE COUNT: e7 x $3. 50 * $1LI. 1iu = $ INSTALLATION OF PLUMBING AND FiXTURES. MUST DE IN ACCORDANCE wIM THE MOST RECENT EDITION OF THE SOUTHERN STANDARD pLunuinh cold_ CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (9u4 ) CITY OF ATLANTIC BEACH DEr,RTiviENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL 247-5826-FAX 247-5877 PERMIT INFORM ATION LOCATION INFORMATION Permit Number: 21094 Address: 500 SEMINOLE ROAD Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: UTILITY BUILDING Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 35,000.00 OWNER INFORMATION Date Issued: 12/06/2000 Name: CITY OF ATLANTIC BEACH Total Fees: Address: 800 SEMINOLE ROAD Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone: (904)744-6604 Work Desc: STORAGE AND RESTROOM FACILITIES AT RUSSELL PARK CONTRACTOR(S) AP PLICATION FEES BARNETTE CONSTRUCTION INC Inspections FOOTING/SLAB FRANING/COVER-UP FINAL BUILDING INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. PROPERTY DESCRIPTION - mot # , Block # , Section # ikowyodivision: Street Name DESCRIPTION OF WORK or Address: Cc C 11 iNUc � (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description Class of Work: (Ne Remodel/Addition: ZONING INFORMATION Type of Construction: Le G 4.4 / GJo�c /it ef-/41 r- T YPL ° 19 Zoning Proposed District: Use: Estimated Value $ 3 S ©0 0 c) 6 Exceptions or Variances Materials: `T/z u s• r=.i 020 t cat - CM U (4,4-C( Granted: 7j/ ( k Solid o Filled Roof: ,SF-flw6c r Method of Heating: OWNER INFORMATION INFORMATION Property Owner: k 7 Y F f JE.A-Cl -Phone: d Y ' Y 7 - S 6(2° d Mailing Address, ,S Fe-1 ( No c A O- 0 c - Zip: 3 2 23 CONTRACTOR INFORMATION Contractor: 13 A+2(. c ITC C t Phone: le-z/9^ Mailing Address: i .e._ 3 4 c- i «� , F( Zip: Jd,Z3 " Expiration STATE LICENSE NO: G 6 C 027 ( Date: 7"-^4/ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE i� LX�CJ Contractor Signatur 7 / DATE /a? RN O AND SUBSCRIBED BEFORE ME BYca /-'E' THIS 6 DAY ec.em r , ?. (-7 1. %��U NOTARY PUBLIC FLOODPLAIN DEVELOPMENT INFORMATION Location:: F_ ik ( ,cn < Type of Development: STo rt e+ co c //3 04-f-+ K d0: S Flood Zone: �/ Required Lowest Floor Elevation: A2. If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation ) As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION CAll applications must submitted ubmitted with seven (7) copies and received by 5 PM on Friday ten(10) days prior to the scheduled meeting in order to be placed on the agenda. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1. APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: I 4. HAS THIS SITE BEEN TO TREE BO BEFORE? ❑ YES ❑ NO ❑ NOT SURE 5. PROPERTY ZONING: ❑ SIDENTIAL ❑ •• RCIAL ce 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIE j DIAM TER * E TERIOR ZONE** f0 r. ,--- C ) � r IIIJJJ ' � f R. `11110' * Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets "{]". g) Location, size and species of any proposed new replacement trees marked with a circle "0". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. c) The front property corners must be marked by stakes or paint indicating the Lot `1441.► Number or Address. 9. * INCOMPLETE APPLICATIONS OR IN CCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COL WIT ALL PRO SIONS 0 C ' 23, ARTICLE II, TREE PROTECTION, AND AL 0 U' APPLIC LE CO• 1 ORDINANCES OF THE CODE OF ORDINANCE OF A ANTIC BE CH. Nlier Applicant's Signature Date Owner's Signature Date CITY USE ONLY: L Tree Conservation Board Chairperson Date TREE PROTECTION xi PROPERTY LINE PRIVATE ' PROTECTED l TREE 20.00' 0 0 8 HyOF 6" OR MORE I 7.50•�- 1-- I 4. PRIVATE I > PROTECTED i , TREE I ct PRIVATE PROTECTED TREE 10 PROPERTY 1 ° LINE NO/ 1 0 I 0 I D B H OF 20" OR MORE `� I � w o PROPERTY I / I °'1 0 M LINE 0 I (D B H OF 10" OR MORE IN = I COMMERCIAL & INDUSTRIAL PRIVATE w > . PROPERTY) I PROTECTED ca 0 I , > • TREE I I .l -7.50' PRIVATE PROTECTED TREE Q _° D 8 H OF 6- OR MORE PROPERTY 20.00' s [ LINE ce PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE e D 8 H OF 6- OR MORE J (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D 8 H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10` FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, DPARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED .TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO f I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING .. o Beach, FL l""-MI' ')47-582A-Fav 247_5877 a 800 Seminole Road-Atlantic�.eac,., Fes q ELECTRICAL PERMIT PERMIT INFORMATION - ' LOCATION INFORMATION AT ION Permit Number: 21322 I Address: 500 SEMINOLE ROAD .Permft Type: ELECTRICAL j ATLANTIC BEACH, FL 32233 c=___ �f Work: NEW Townshi p: Rana-: Book: o k• Proposed Use: UTILITY BUILDING I Lot(s): Block: Section: Subdivision. ATI ANTI(` REACH Est. Value: I Parcel Number: 420sr, v. Cost: OWNER INFORMATION-"2 -L , ----• 1. Date Issued: _ _ 1/23/2001 Name: CITY OF ATLANTIC BEACH total Fees: Address: 800 SEMINOLE ROAD 4..-, jQt t Paid: ATLANTIC BEACH, FLORIDA 32233 n-to Paid: f Phone: (904)744-6604 t .— '4 a Deec CS250MCM 200AMPS 1PH 3W 240V 2-1I2°tRW ALUM- 1�tV$s EL CTRIC CO. w �A�. sac- F -t40o- • , r t . + .1 .,,,:7----... .,r 4,.. i. ‘ ,. ,„,,, ., ., , d -, ,,a,,,,,_,,,_ ,„,,-, _, 4 iitilliiitiiiiiiiRiklurribir - - —-'-- --.- : --ZI 4?. ::* .67 '::e: - - . e- -:-7 ECTRIC *�, .r.. , i INAL�BUILDING 1 ' ' 7. L _ Fr It ■ r..,. f.1%,TICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION zc : •` N MATERIAL,gUbBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND -iM�41 BECLEAREP.OP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER $LU +O I'". COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY PAYING TWICE FOR BUILDING IMPROVEMENTS" I. IUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION R;VIOLATION OF APPLICABLE PROVISIONS OF LAW- 4 1 : '� n /1 l' iw4 r ri 4 .._ RFAC.-I RUIrDING PT, I CITY OF ATLANTIC BEACH, FLORIDA Approved by 1 APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: I J 19 1 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF TIC BEACH ORDINANCES. i�i a—)-'C'l 1-� E 61("<-4. LECTRICAL FIRM: MASTER ELECTRIC! N SI NATURE JOURNEYMAN NAME �6 �; 0---71144 c I ADDRESS: v 0 '50- I/!l 1/1.4.451-6 RFtt BOX BLDG.SIZE BETWEEN: RES.( ) APT.(A COMM.L PUBLIC( I INDUS.( ) NEW( ) OLD( I REW. ( ) ADDITION 1.47--TRAILER ( ) TEMP.( ) SIGNS ( ) SQ. FT. SERVICE: NEYy,(") INCREASE( I REPAIR ( ) FEE CONDUCTOR SIZE . \-5 4,C14.4 AMPS OO COPPER ( ) ALUM. (� --"--- �� i1 SWITCH OR BREAKER �( ZSAMPS I PH 3 W D-4)VOLT , ,� l;. RACEWAY EXIST.SERV.SIZE AMPS _ PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES (Li.' CONCEALED OPEN TOTAL 0.30 AMPS. .-31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. 1 FIXED 0.100 AMPS. OVER APPLIANCES _ BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS GEL HEAT: KW-HEAT 0'1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA • NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH FLASHER EACH SIGN - FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21636 Address: 500 SEMINOLE ROAD Permit Type: DEMOLITION ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: UTILITY BUILDING Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 3/19/2001 Name: CITY OF ATLANTIC BEACH Total Fees: Address: 800 SEMINOLE ROAD Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone: (904)744-6604 Work Desc: Demolition - Russell Park CONTRACTOR(S) APPLICATION FEES OMNI DEMOLITION Inspections Required NOTICE - INSPECTIONS MUST BE REQUESTED AT-LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. AllaA AT NTIC 'CH BUILDING DEPT. MAR-17-2000 10:43A FROM: 247-5845 T0:97640592 P:1/1 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s) : City of Atlantic Beach - Job Address: Russell Park Phone: Lot # Block or Unit # Subdivision: Contractor: Qmi Derrblition, Inc. State License # Address: 10334 Macon Road Phone No: 904-764-5009 city Jacksonville state Florida zip Code 32219 Describe work to be done: Demolition of Garage - (t u s s c L` /04)2 Present use of building: Garage , Valuation of Proposed Construction: Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft_ Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT ruri 'e (COMMERCIAL) TWO (RESI,DENTIAz) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SVRVEY, ENERGY CODE FORMS, NOTICE OF COJV NC M !NT, AND OAR/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Ain(• �) `611-`3 Date: 3 " I _C I Signature CONTRACTOR: ,�!�,i7T,lff = Date: 03/0$/a30b/ AS TO OWNER: / , Sworn to and subscribed before me this day of , 2000. NOTARY PUBLIC AS TO CONTRACTOR: Sworn to and subscribed before me this 8th day of March ,2001 . APPROVE ' CITY OF ATLANTIC r•k CII JCLY & j,�,,• / 4.0(4. {, BUILDING OFFICE NOTARY PUBLIC • MAR a 2 2f1U1 ,,, Ta.malynn R Diotte Comnd #00866401 Thru By: c- f : ;,A .• Atlantic Bonding 0o.,Inc. 20 ' 1 n 0 tivz c_ O W IU ::: O L L a 71 0 0 0_ CJ13 Cn00 E 9 H CJ12 _ G� � O 'N Z 0 M ill C J 11 71 C-) U) JD - 0 A: t CAD A7 DJD O Fit A6 D 3 C C 2 A5 CO U7 17 2 A471D 01 I— 3 , A3 r + D CJl 1— + _ A2 � D3 0 A D 71 2 . 3Cn + _, 2 = 0 2 ' D O 2 ' D O 2 ' D D 2 ' 2 ' . SUPPORT REPORT JOB DESCRIPTION: 6253 WIND CODE : CURRENT SBCCI WIND MPH: 110 BLDG TYPE : CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -# UPLFT. -# Al 19 . 875 7 . 625 WALL 0 . 000 8 . 125 864 -540 Al 19 . 875 3 . 000 AHU26 19 . 625 8 . 125 717 -470 A2 19 . 875 7 . 625 WALL 0 . 000 8 . 125 864 -580 A2 19 . 875 3 . 000 AHU26 19 . 625 8 . 125 717 -490 A3 19 . 875 7 . 625 WALL 0 . 000 8 . 125 864 -590 A3 19 . 875 3 . 000 AHU26 19 . 625 8 . 125 717 -430 A4 19 . 875 7 . 625 WALL 0 . 000 8 . 125 864 -580 A4 19 . 875 3 . 000 AHU26 19 . 625 8 . 125 717 -380 AS 19 . 875 7 . 625 WALL 0 . 000 8 . 125 864 -570 A5 19 . 875 3 . 000 AHU26 19 . 625 8 . 125 717 -410 A6 19 . 875 7 . 625 WALL 0 . 000 8 . 125 864 -560 A6 19 . 875 3 . 000 AHU26 19 . 625 8 . 125 717 -430 A7 19 . 875 7 . 625 WALL 0 . 000 8 . 125 864 -550 A7 19 . 875 3 . 000 AHU26 19 . 625 8 . 125 717 -430 A8 19 . 875 7 . 625 WALL 0 . 000 8 . 125 1477 -870 A8 19 . 875 3 . 000 AHU26 19 . 625 8 . 125 1542 -800 EJ9 7 . 000 7 . 625 WALL 0 . 000 8 . 125 402 -300 EJ9 7 . 000 1 . 500 NAILED 7 . 000 8 . 125 69 -180 EJ9 7 . 000 1 . 500 NAILED 7 . 000 10 . 188 157 -180 HJ10 DBL 9 . 899 15 .291 WALL 0 . 000 8 . 125 492 -710 HJ10 DBL 9 . 899 1 . 500 NAILED 9 . 899 10 . 181 244 -450 HJ10 DBL 9 . 899 1 . 500 NAILED 9 . 901 8 . 125 292 -250 CJ11 1L 5 . 063 7 . 625 WALL 0 . 000 8 . 125 339 -280 CJ11 1L 5 . 063 1 . 500 NAILED 5 . 063 8 . 125 45 -180 CJ11 1L 5 . 063 1 . 500 NAILED 5 . 063 9 . 622 101 -180 CJ12 1L 3 . 063 7 . 625 WALL 0 . 000 8 . 125 288 -260 CJ12 1L 3 . 063 1 . 500 NAILED 3 . 063 8 . 125 19 -180 CJ12 1L 3 . 063 1 . 500 NAILED 3 . 063 9 . 039 30 -180 CJ13 1L 1 . 063 7 . 625 WALL 0 . 000 8 . 125 352 -400 CJ13 1L 1 . 063 1 . 500 NAILED 1 . 063 8 . 125 46 -14 -180 CJ13 1L 1 . 063 1 . 500 NAILED 1 . 063 8 .456 337 -149 -180 HANGER SUMMARY FOR: 6253 Quantity Hanger 18 AHU26 FACE MOUNT HANGERS SIMPSON Stns O Jost sho M H 8 ,. s 1 Js 0331 (p Aro..�.Loads Id SPF Vedas Wader Roof Snow Roof floor Snow Rod (101 (115) (125) (1o0) t11S) (125) 31/4 x 14 HU3.31/14 MW 301/8 133/4 21/2 I 20-16d I 8-10d ( 1205 1445 2680 1 3080 3350 1 2320 ' 2670 2900 ____y HU3.3V14 MAX 35/18 134 21/2 26-16d 12-10d 1810 1 2015 1 3485 1 4005 4355 1 3015 ' 3470 3770 __32j x 71/4 ti46 301/,8 474 2 8-16d 4-10d 710 1 1065 I 1225 1330 ! 920 I 10 j 111550 HUS48 39/18 6's/,8 2 6-16d 6-16d 1165 1 60 1165 1505 1730 i 1885 1240 1425 1I 550 I 3'4 x HU48 MN 139/. 1 6'3/,01 21/2 I 10-16d I 4-10d t 606 t 725 , 1340 1540 1675 1160 ' 1335 i 1365 • 714-91/2 HU48MAX i 39/,8 i 6i3/,8 I 2' , 14-16d I 6-10d 905 i 1085 1875 2155 2345 1625 1870 2030 HHUS48 3% 7 I 3 22-16d I 8-16d 1 2000 2000 1 3885 i 4466 i 4855 3275 3765 ! 4095 I HGUS48 354 I 67/,6 4 i 36-16d I 10-16d ( 250 1 250 ! 6245 ! 7185 ! 7810 ' 5335 6135 6665 IUT410 35/m 91/4 2 18-10d><1'/2 2-10dx11/2 215 255 730 835 910 I 625 I 720 780 1 O. f 39/. 9'/4 2 8-10d 12-t0dx11 245 255 890 1 1020 . 1110 I 770 885 960 1 3Y2 x M11.149 39401 83/4 21/2 14-16d 2-10dx1'. 240 255 1860 ! 2140 2330 i 1610 1850 , 2010 O- 91/4-14 U410 39/18 83/e 2 14-16d 6-10d 1 890 1065 , 1860 2140 2330 i 1610 ! 1850 010 C HUS410 3'/,8 I 818/101 I 2 8-16d I 8-16d 2160 ; 2590 , 2010 Z310 2510 1 1650 1900 L 2065 —=1 i . HU410MIN 1 39/,8 . 8% . 212 ! 14-16d ! 6-10d ! 905 1085 ! 1875 2155 2345 1625 1870 . 2030 _ r` I HU410MAX 35/16 I 8% i 2'/2 I 18-16d i 10-10d 1 1505 1 1810 1 2410 ! 2775 1 3015 ;2090 2400 2610 , 31/2 X HHUS410 3% I 9 I 3 , 30-16d I 10-16d 1 2855 3430 i 5190 5900 5900 4385 5040 5480 91/4 20 I HGUS470 3% I 87/18 I 4 I 46-16d 12-16d 1 3415 4100 7890 8665 8665 ' 6745 7755 8430 i IUT412 39/16 111/4 2 . 10-10dx11/2 2-10dx1',% ! 245 I 255 . 910 i 1045 ! 1140 ' 780 ! 895 ' 975 I 1 39/,8 I 111/4 I 2 I 10-10d 12-10dx112 ! 245 255 1110 1275 1390 960 : 1105 1 1200 3,,2 x I MIU411 1 39/,6 . 111/2 I 2"3 ! 16-16d i 2-10dx11/2 240 ' 255 ! 2130 ' 2445 ' 2660 1840 2115 ' 2300 111/4-16 I U414 I 3946 ! 10 1 2 . 16-16d i 6-10d f 890 1065 1 2130 2445 i 2660 . 1840 2115 ' 2300 1 HUS412 1 39/,6 101/2 ; 2 ' 10-16d 10-16d 2700 3240 ; 2510 2885 3140 ' 2065 2375 ' 2580 ! 1 HU412M1N 1 39/,8 ! 105/18 ' 21/2 , 16-16d 6-10d I 905 ! 1085 ! 2145 2465 ' 2680 : 1855 2135 : 2320 ! HU412 MAX I 39/16 106/16 1 21/2 22-16d 10-10d i 1505 1810 2950 1 3390 3685 2550 ' 2935 3190 111/4 31/x18 I HGUS412 i 3% ; 107,',6 4 56-16d 14-16d ! 3985 4780 9535 ' 10965 11335 8155 9380 10195 I t I 1 11117413 39/1e ! 1218 2 1 12-10dxl1/2 ' 2-10dx1'/2 : 245 ! 255 1 1090 1 1255 ! 1365 ! 935 1 1075 ! 1170 1 39/16 ! 121/2 I 2 1 12-10d 12-10dx112 ! 245 255 1330 1 1530 I 1665 1150 1325 1440 1 IUT414 346 ! 1335 ! 2 1 14-10dx11/2 2-10dx112 245 255 1275 1 1465 1 1590 ' 1090 1255 1365 i39/,8 ! 133/4 I 2 I 14-10d 12-10dx1'/2 1 245 I 255 1 1555 '1 1785 1 1940 1 1345 ' 1545 1680 3'/2 x MIU413 1 39/,8 I 1234 I 2'/2 I 18-16d 12-10dx112 I 240 1- 255 1 2395 1 27551-2-991—H 2070 2380 i 2590 14-20 MIU414 I I 3948 1 131/2 I 2'/2 1 18-16d 12-10dx112 240 L 255 2395 i 2755 ! 2990 2070 2380 2590 HU414 MIN 1 39/,8 I 12% I 21/2 1 18-16d ! 8-10d 1 105 ! 1445 2410 1 2775 1 3015 1 2090 1 2400 ! 2610 1 HU414 MAX 1 39/16 1 12% I 2'/2 ' 24-16d I 12-10d 1810 1 2170 1 3215 • 3700 ! 4020 : 2785 3200 ; 3480 i I HU416 MIN 1 39/,01 I 13% I 21/2 I 20-16d j 8-10d 1205 1 1445 ! 2680 1 3080 i 3350 ; 2320 2670 : 2900 zz I HU416 MAX 1 3 9/16 1 13% I 2 1 2 ! 26-16d I 12-10d 1 1810 ! 2015 1 3485 1 4005 1 4355 1 3015 ' 3470 ' 3770 3 1!GUS414 I 3% I 12?;e I 4 I 66-16d I 16-16d 4555 1 5000 11180' 11335 11335 9565 . 11000 11335 o 31.2 x ; 1111416 1 39/'6 ' 153/4 I 2 1 16-10dx11• 2-10dx112 1 245 I 255 1455 1 1675 1820 1250 1435 • 1560 7 1 16-24 1 I 39/1e ' 153 a 2 16-10d 2-10dx112 • 245 1 255 1 1775 1 2040 ' 2165 1535 1765 . 1920 O ' MIU416 i 39/18 15'.i ! 2'.2 20-16d i 2•lOdx112 240 ! 255 2660 3060 i 3325 2300 2645 2875 z 8'/Z 28 MIU418 39/18 171/4 21/2 22-16d 2 10dxl'/2 240 255 2925 3365 3420 2530 2910 3160 z a I 31/2 30 I MIU420 1 39/18 I 19'/4 2',2 ! 24-16d 2-10dx1'/2 ( 240 ( 255 3190 1 3670 3705 1 2760 3175 1 3450 i m HU4.12t9 418 I 8% I 212 I 18-16d I 10-10d 1 1505 1810 1 2410 2775 3015 2090 2400 ! 2610 I; 41/s 106/18 21/2 I 22-16d I 10-10d 1 1505 1810 2950 3390 3685 1 2550 ( 2935 3190 °—' 41/2-45/6 X ' MIU4.75,9 43/01 91/,e I 2'.2 14-16d 1 2 l Odxt'/2 240 255 1 1860 2140 2330 1610 1850 1 2010 L 914-14 U3510.2 43/4 I 8314 1 2 14-16d I 6-10d 890 1065 1 1860 2140 2330 ' 1610 1850 2010 S 41/2-4%x I MIU4.75/11 43/4 1118 I 212 I 16-16d 12-1odxl'/ 1 240 I 255 1 2130 2445 2660 1 1840 i 2115 1 2300 a 11'/4-18 113512-2 43/4 I 111/4 I 2 I 16-16d 6-10d 890 1065 2130 2445 2660 1 1840 2115 1 2300 ' m 4'/2-4%x MIU4.75l14 43/01 I 13'.4 I 21, I 18-16d i 2 l Odxl';' 240 255 2395 2755 t 2990 2070 2380 ' 2590 3 14'22 I HU3514-2 I 43/4 I 13'/4 I 2l2 ! 18-16d I 8-10d 2 1 1205 ! 1445 1 2410 2775 3015 2090 2400 2610 O 41/2-45,01 x MIU4.75/16 I 4314 I 159/,8 I 21/2 I 20-16d 12-10dx112 1 240 I 255 2660 3060, 3325 1 2300 2645 1 2875 8' 16-24 HU3516-2 MIN 43/4 i 151/4 I 212 20-16d 8-10d 1205 14.45 2680 3080 3350 I. 2320 2670 2900 Z. HU3516-2 MAX 434 1 15101 I 2'/ ! 26-16d 12-10d 1810 i 2015 3485 4005 4355 ! 3015 ' 3470 1 3770 U I 4128 428 X MIU4.75/l8 43/4 I 179/,8 21/2 22-16d 2.10dx1'/2 240 I 255 1 2925 3365 3420 2530 2910 , 3160 4,2 468 x MIU4.75/20 I 43/4 I 199/,6 21,2 I 24-16d 12 10dx1'/2 I 240 255 ' 3190 1 3670 1 3705 2760 3175 3450 20-30 HU3520.2 MIN I 43/4 ! 19'4 ; 212 ' 20-16d ! 8-10d 1 105 1445 1 2680 3080 ! 3350 2320 2670 2900 \ HU3520.2 MAX I 43/4 I 191/4 I 21/2 ! 26-160 I 12-10d 1 1810 2170 1 3485 4005 4355 1 3015 ' 3470 ; 3770 (��7771 1. See Conversion Chart,page 7 for alternate nails. 4. Roof!cads are 125%of floor unless limited by other atria. 6.MIN nadng quantity and load values- 2. 10d common nails or 16d sinkers(9ga x 3'.;) Floor loads may be adius;ed for other load durations according!o M around holes:,MAX nailing quantity and may be used instead of l ecified 16d nails at the cede.provided the do not exceed those in the rod column. load values---BA all round and triangle holes. 0.84 of the table load value. 5. Uplift loads have beenyncrersed 33°' and 50°.for wind or earth- 7.Double shear hangers—joist nails must be 3. 16d sinkers(9 ga x 31/4-)may be used instead of quake'cading with no further increase allowed.Reduce by 33°a driven at an angle thn ugh;ni55,nro e the specified 10d commons•.vith no load reduc':on. and 10':`or normal acing such as n canfilever construcoon. header aobtain able'oads. 3' CD m n ��' Z C))-7V]-3 -3 ria-4 -3 v v7 �z > - ... 0 0 + -. _ 11 9 c->�°° ° m - -- m-h z:1o> a�jN >° ...3©=C S7 c ITT ►- m v a n� � c n N ---��'-›C n c�zo n z Z CD O + 1 O n -n >...3- n_ ch �- X I r pN .EGA C C)� --30...O=OOoCC.1 ° ....-1=.-.? r O ' c-o Z -=. z ' ^-^ 77 > • - - > r,C +>CA a Z o T n ? )O° - n --g -" 0 -4 >' :: �,�w` h + 0 'Z ") - c�x�i!) a _ q_�i R" �-3 Cn -C >co-n> _3>- N_ � nTZ O H-c,.= _-N" ^., ^� -:7 0 O Z C•>C-1„ ,1 Z r/1 C7• <Hy" ^-"e'nii .~-i O + X > >_ f >t^� C*1>^� 0� CC > ^y.Aa ai=c?n' L. 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C) o A ,-)- o Z r O O O 3 r,- V, ' W 1--' N O -1 -1 m z 1•-■ V O O O m O Cl C o N 0 0 0 C) 0 , D O W z •O 01 r r r p V) (./) V) (/) N O c T TI -n -) --n D cn m p • z 3 O O -o -, -n N = 0 0 7D N o 7o m C) XC D m C' -T1 w O D -1 TI 3 z rn m d K z m z M c m c D (n N v N 3 z co II (1", W W (0 C) I--' Ul • 3 CT1 r to ■-' 1 N -n 01 — , U) z 3 o N 4, 3 w (0 W - D ? \ L) 7 O O CO . C) O U) • W • 3 n x z>. D 703' II CO ^ fl O -I -0 0) 5 r c c ➢ CV 3n m c) 70 n n IM ➢ XC -- m M = x CO n m -1 c) m o cc w� -H .-. O co 7 .Z7 O t n; r -< com3 cnoo z :7cD - • m m N m N IV N x 0 yy • I-1 7 m D z X X X ➢ C' m Z o A A A 3 y� Z 'O 7 O m wp - C m o V1 N N r w6. M < w z z v v -0 c Ay I n7 .r-. - cc 3 A y g O �kkk m O N n r z W N N m O X ›.c-, O Z XC o v'I .�. z n m _ z ➢ -4 C- o m r C.0 11 /� \ D ��1 z n M A cn m ,-� 1 --1 c o °or an -c cc cc r z 0 0 ➢ ° A III Z7 Z -I W �• '�s3 C (n - ➢ z8c II ➢ O V1 ^* Vl O z m ''r. co o x V1 0 O .-4 ➢ . -I Z O C') Z O O I Z Z Z 3 V ➢ o O ➢ N c) --I C - ➢ , m z -1 o ➢ m m Z CO O O o N -I cn 3 3 70 � ➢ .Z1 ➢ m 1-. r -i m < m Cn 1--' O m m -1 W s x m O O X x -I (l) -I O -P ��• W O -i m ° °' III - O x C °z O (D N x V1 co C co O> N K a � x �i I' V o r P. ^ III m z °n o - III r o ➢ N 111111111111 m• ° z° o°▪ o V7 m M 3 (1 CO m v ° = -I n CJ x 0> C ➢ p Z r -I Z II � 3 II a y • C N m Co Z m < C Cn Cf, CD CO U1 i T� y a;L'E`;✓� �• ➢ II V x I x r v cn o• i ^ •Q� 9.l t r o �' = w L c,, A v1 0 0 3 +7:2g =rj. i Cr -� roo III �' -n m n L'r'...•911 J x -o N II O m 3 c G7� . •* x al y •P O 0 70 m m li ii N o -i C D m - -, V m Z CO V> C7 -I CO CO -I -I o _ o m V1 O C O C> c> c'> c> m C r o co o D .� -� - m - o C7 • • r O 0 r r y < Tl r r r r r CD - OD "' D (C' m m X Z D • :3 o - z c-* O s r 1 O o cc 3 e~ N T W I-' N 5 O m N CV r-• V O O - O m 0 C) o co- O O O O O • o m z r r r v ' O -0 O O O r II G) N V1 V7 V1 V1 V1 O c -11 m l T1 -I-1 ➢ Cn p o • Z 5 O O TI V1 = O O 23 70 m c-) 70 D- m m o � O D ■ c I T 3 z m m Or -< S x G> n .T7 CD .Z' C C D Cc) N II 3 N 3 W w OD 1.0 C-> W I--• U1 • 3 Cn r <n I-, 1 N Co \ \ Cn z 3 00 N - - 3 w co W D a \ LCD c.-1-O c.-1-CD O O of • A I E n S W --4 _ ' ➢ m D O O z D v II •o a) °'.rn n m F = = W n m -1 C, Cl o o N°= D --4 -- o CD 7J 70 o I n= I— -< c om3 v) oo m N �G R m m m N N N = •iya• 1-_I 70 m D z x x x n r".0 z m z C7 A A A 3 v 70 o m °i = m o V) V) v, r w8 rn W z z = c.(=i CD N -r. -1 -D. CD 3 a.+ N O 1k CO fn O N O 0 r Z W N N R' 5' x D O Z z, Ij z n m Z D n C A fI D �� z Cl n ,�. D C51 co F� ))1 -1 c O C" " rn `. m ., r z O CD n Y. a III � z -H m c " cn D c ➢ o cn o -I Z in I'w v C = I) o V .. ➢ • O --I Z o I' V Z Z Z 3 D 0 O D rn r .. -. z N W C7 -I C = ➢ r. m a , 01 Z m o ➢ ▪ N s� m m Z n CD = cn -I Noy F--' £ 1 .Z1 C C,,) N F-• 3 3 v ➢ 70 ➢ m m r p U) cn -I m < 7J -. m x �• x O m m ---♦ p I. w z m N i o N; X I'11= o, III =_ 7 F A = o r ,- m o N F7,''z 0-) r O D O v �, m -1 3 ,no a zoos. oornff, el C) CO m v p -- 0 1 C-) O = z r -. s, C1 n 70 -i z r'' II 3 II 2 o D •'Nr��.r� -S-O V m z CL I m cn z� N 1\ 4m4,, -.1� V.13.-.rig p 0D C N C V✓ W III N -r1 O O 3 1 C/:23 WI I E Q — N O _ .A • T T Cl f�:G p e•-.) N .~ 01 S O -i `x•.;911 N II O TI 3 -0 X y A O PO m c --... to CO 01 c 70 = Z O 0 m O G0 = F-. O D T - ln m z Cl) o -I CO CO -1 -I 0 -Q CO o m N C O (-) C7 (-7 c-) c 0 D TI r 0 W D m - 0 C7 • • r 0 0 r r < r r r- r r- � d CD `� N ci m Ie z D • 0 0 z G) C) c .-, n o -1:, I-I o z r 0 o - 0 I-r U) rn W I--, IN) 0 -I -1 m = ▪ F--• J CD O O m n o 0 O O O O O O , T.- o CO z r r r v o V) V) V) V) (.1) O c O Z = O O -I -1 in V) 3 0 O 00 C 0 Z5 m C1 0 D m V) O 0 ■ : -I -n n _ m 3 z m m o. ` z = J -1 G) c m z c z W II vv' 3 N 3 , Co l0 C-) w F-, co • 3 0) r v, r , N T O , , U'I A 3 00 N J,k 3 w lO CO - D• A - CO -T'F O O 00 0 O V • V, 3 n x w D m D o 0 -- C D D II - - ro V.' -i m n z n n c-n h� D -1 nm —in moo W i .. o w o r r r- - c o m 3 cn o o C N `G m m m N N N =O -rim. H m D z x x x D m z o A A A 3 ^� Z d N -o A O m mp C (r' < r C m N V (n c Co z Z -0 -0 -0 C dC co r -1 D n 3 n n r Z w N N W� 0 N zs O -o O x D O z z n m Ul z D n — o m r VD 'II ' 1 _- 1 , z n n .-. D cn m 1 c o III 03 y �- 01 u �7 .. r Z A O O D -.� C N z D zaA? -, II D C N zc (n CD -IZP1 M 0, 0 = cn o D •o*z -1 z o .. n C -- o n i . Z Z z 3 D O O D I- .. .. N n --I C 1 D m 1_- I--• z -H O D . m m z n o o (..) -1 x 3 3 73 C w D D m o m m -I 1-.5 z x m N p -' cn o -I m C) o x-- p < D -c CD x - x fn N >< U1 C I � v Ii 1Z To( mm _ ^ D III c _o n ▪ CD - N K co • cn -i a r.I A v o - m .. 0 1� _ .� m z n o III r o D v �,• so 00 ▪ N m —1 3 n CO m v o 0 0 z v G� D z r .-, m Z r, 1 ,w,,,NM..... I v !-!c II V L A ,1,�• r v n o z rrI•mss 9�:1" p N c W w N cc) o o 0;� T. Cr .-. N o III = A • m m r> v 01 o -I -I 3 N.ZCd9�' �1 x N w o m 3 9 CC . a �' c I ■ o —I c cn m z T 1/1 o -I CO CO --I I 0 _0 W o m cn r = O n C-5 C-I n s o W j D Z7 -I m '9 r o n C) I- 0 0 r f < m . o m r r r r r O CD m as Z D O CD o _ Z 12. G) n c .. n o ? rT O Z r 1 o O O 3 rT N (...) F--' N) — 0 -1 -I m Z ;--• v O O v O m o n o C, • O O O O O , D o r- N CO CD (TI 7 -0 r II 0 (n (n V) N Cl) o v. o • z 3 O O -0 '5 rn m Cn S 0 0 70 N 0 70 m n D m N M O .0 ■ E —I m n . m 3 z m m °' K c 70 CD z r CD D v1 N 0 N 3 A co II U) 3 CO l0 C, W 1--■ Cn 01 r- cn 1.- N T N) _5 Cr v 3 p Ni -N 3 -' (0 w D ? \ l0 -n o O co O O O rn m n n =II co -I • •0 77 Z>7 o 0 x" if m-t=7 D m E _ = W n m --I c") m O O w 00 —I •-• co co 73 70 0 r- I— -< c 0 m m N o O c ‘?.g" . m -n N m N N N = .iy.. 1---1 7o m D Z x x x D '..0 m z o A A A 3 p., Z o, -to 7o o m i."48 m < r cm o N N N C co z z -o v -o TIT, cD r —1 D c' 3 a.- c° —1 O N n m r z co rev rev m ... o X D O z Po i; a o 4k Co ---I • --I 70 N) D r r T x N ,Zcp m = n c'm ytl0• D --I m C m 0 0 co-< o n I o c CO o 0 Z v "? � _ -0 N N N = m PO A A z A X I ❑ m -I W G. rn < (n Cn to (n r An 0 N 'O 3 O A� o X W A I -I V E r co O () N ) m A NO co A IL L II i� 1 D 1 o D D 1 - "1 O C, CO ul os >D A 7C "'z V r Cr, ti _ V ti a z>cm c, c m ..III *v I 11 ,„c.., m D =2 V Z O v C Z O r O II — " m v v O CO CO O V C O O-F. r. .._„=..• .„,,,_ xm - D X r o I pjj•i _p„, x,, x_ como '1 N in o o y _... CO 0 0 N (n . o h li�. W^ c7 J Os I✓ N n c J O a o A `" A D m D z ~ _ V • III z o II < o ccD u-, _o 0o ° CM III T P1 = 3 > 70 ,-, m m -o � o - 1�� n m n x C, o m C o m 3 f v A N 3 " m JC.• D� m m m z z ��.>•" ...s...ti I n m z o A (1 • rn ,� y: Q.. G� ``° -ADC L. v � � � o o `rn:p `9�;T'-. co c m V L ,•�I III M r Z F o z V:9 _T: Q ..--. N O _ D co Z z Z D- m Z T �'.� �: N V rn O O m D ° o 010iyF 1)..•∎∎' x N z -1 c 0 C) m Eq ....•� rn m r z D m w A� O O D o Z z z -, m r .Y•• D N O (n !7 z al O I-� ° " Z M -I c 0 o x 1/ o U9 N CO .-, D • cn o C CO CO -I -I O m - z o o C) D ill -I m -0 C O .--. O z -0 n D C") r' O r Z z z 3 (n - o m r r r r r D o o z m m cn z D o - - O C) • m c'� - c z a° A• a, ,-, D T f n o Z -I O D .--. r M. Ti m z C., Z O 3 Cn CO I-, N rr O ° N -I ° (n Z fM ~ v O O v O m O 3 3 7J CO o N CO O O 0 0 \ -I m < A n CO z D Cr .--, T O r cn CO -ID -o - -p -o o m m P r o M -n --n -n -n -i (/, -I m O -I m cn r 3 o • O -I O M , m CM 2 O co 2 D P1 -DI o .XC m C) XC D m 11") (n m O O , -I m 3 z m m a, T ° -< , C1 = A z CD 3 Iv 3 7" w II N co Co � w r Ul ' N <-.) 0) r' cn r r\-) 3 �I - \ , CC T 3 °O N -N z 3 c. io W D a Lo m o O to `� CO O O • • I O m O 0 O iz - r r N xf0 -I m n n 1 CT1 n = = W o O ' reg.. D 7o m O • n r2 I— -< o o O A ;.G.a Z N N = a 1--1 D r.GG0 z d m A A 3 ooc Fri m v v A.,, ' r k 4k m - N N N Po N O A 0 0 0 N p m ! :!HHi! o 1\11 m o ""'� N v D III Z II o< v r_ _ o O D00 O O W � N c r o 0 N = 0 co n o, W 01 z - t0 o- Z — = V < O o =o0 oO o V) II = 3 C II m -o = o co CD 7J _ CD CO IT o -0 1 I z z nn ..• MMN..y m O 1b 4 w'''•. r, y , _ s T Lo . ' T ..."4"." O Off' Z T n} N O M O I is 9 3 -o l Cry. �j�:•��Y n m O Z n. — s r ter. = Z 11 v cn - , (/) 0 —1 CO CO —I —I O N 10 c 0 C) n C) C) CD o )=.- —I 70 m -0 n o C' )r 0 0 r r l r r r r r -n `" � z D o z °° G7 C7 • A nn I- o \ Z O 3 O N Z W r-• N IT IV :--• V CD CD V O m co o �' O O o 0 0 0 D W N 0 r o 0 -o -o o i o (I) V) (n (n (A II - cn = TI T -n -n T o. cT r 3 O on -I I V) = 0 O TJ D m T v -I = .Z7 m c-.) 7,7 D m N N m 3 z m m z = - O z, [D z = = N 3 7, W II N 3 W (o n ^ 01 3 CT 1--- cr 1 W t0 \ \ ' v 3 w t0 W D A CO o O t0 o O N r+ )F • ID W -1 _ m o 0 T -1 - rn •=0, -I rn C7 c-, L" i °.Rf = x w -= -1 moo N� D -1 .. CO JD : O . c' r -< O N o o v z 7J t°, N N r.3 x •T2. H m x x x n m A A A x ` b z p m w0. 1TI d v, N N N r AC CD N -0 -0 -0 3 AO II - () r k W . -1 r G.) N N m N Z1 O N A f O ' O = V1 h-' O L °o4o n� (.3-1 r O `n 0o y ., A A C CO _ zycm�� `` Vr N T ..~r A ii i1 Il Z A A O C7, CO O O --I Cr. l0 N n N N A r 0 O r ( o o ' Ul x = o w VD III -1. N o� mm - - c NJ - v r-t N fD - �. =1 z c0 K -1 x n 1-' N O < O _ L H U. c 7 o :o 001-7E, v) x n ',' n o V 7c III - N 7. -0 r, o N',r' •s•.'M% N /,�IpJ 1I A O m co 4,•• +-~ I I O o �T C7`•.• "!i•. •qY t A, N T CT1 /.' - T 1��:.�y Ce9.G�i o 0 3 r, 0 0 cr • 0'� Z N N ' NN O o --I 3 C..0 � l0 A -0 -T1 "4:'..\y N� Aw m n n 'yFFR•..- c c co o z A F••• II 11 n r 0 0 II c) -1 c c. Cr • -, D. • (n CO -1 W CO -1 -1 Cl O N C O n n n n 7Z W G > 70 -1 ml N v c-) n I- O O r r N - o c") • ▪ m r r- r r- I- - r m z D • = z G7 n • A = ._-. 1- o z z O 3 O m N■ m W I--' m N m 1-' V O O O m m O N O O O 0 0 co W D (n N o r W v -o -o r o O V) V) c) w V) II - c rn m -Tl �) m w m CTl r 3 • O O n -' -n Cr) = O O 7Z) -u -1 = 1) m c-) 73 D m N N T O to E -i m n T Cl m 3 z rn m °' .` z = J -. n CD z c c N 3 z w II v 3 O C7 W CO l F-' Ul • 3 '- r LI, 1-, 1 W T 3 GG N cn w LO w D a (O -n G O l0 , O N ct O C -I MD O o = I- -TI - N r E.� C)ao = S (i) y . —I � .. A A C t ((,p 1\3N) "7R H D M.(y m a a 3 z d I w8 m I CD W Ay N N rn N L x , 2n of II „ .r. H,A3 .c,-.z CO IIII,1 r aa= c) w m ,_yr - O " w D 1- C �� z II )--. (n O co 1 \ (D 0 II 0 -3 O V I-• O a O) CO ' O N O ) (A - O ),- -co r 0 r o o z 0 o mm . = cotnocnozoomoo==mN O Casco F K -1 r A - v .. o I— Z O o D v io = mac 0 o0 0 m y a C) ox c-, 0 U o M .-. _ z -i z II x C > � .y m '� s.. cn z •b.• II-� O A - .•T�VS CF N O O 3 >rr, C 9� r Q -n B Q•S T N �-I �-I• 1�iw'I:11 ..) :.��lr O D c ,• 3 S O G) O —I c U) C) W W m cn C= O C) O C) C, D D m O r m - o C) • • r 0 C r („ m r r r r r \ m Z D c z 2. G) C) • ■. C) o A z r 1 C O 3 —I m N W I--' N . IV 1---+ c-)n C v O O V O m o O O O O O \ C [o z O 01 r r \ o -0 -0 -D -o -o , II G) N V) V) V) V) V) c m TI TI m TI On CO • Z 3 O O N = 0 Z7 (i) o T 70 m C) 2) D m m m O D , —I m K z m m D, Z = - O = 2) 0 70 c c 3 N 3 a CO II (Ni, CO l0 C") w I--- 01 • 3 V r cn I--, . W T W • \ 1 - z 3 °o Iv 4, cn 3 w (0 w • y ? \ l0 o O lO rn . O W • I r • o o ^N m . m x x w 0 0 hw D .., w 0 • r Z o o 70 ?g, 73., 3 x x G. 1-•i m A 4.• r.t z m r fTl' O O N) O r Cn O C-' ! I ! —�- i1 D N m r n. co D < w III 0 II N or, r rn w o N CO io o m rn N 0 -J,n I- 7, n 0 73- AO I 1 II oCo o� II II m 0 o� Co 0 ^- c+ c (D v < —1 ro - A ; 0 z o = D N c, o =° 00 0 (n w m = C, n o x 0 5 5 3 _, z v II x o y •t . • ,,,s I� T O A cT. 1,y;• <c ..`/ � . . T• / (C 0 V, O O 3 er.....iaie _ m -n mrn- • o c) o -1 N 0 -H W W -I -i o CO 0 0 C 0 n C) C) C) m CI o D 0 C) • • I- 0 0 r r 0 -, m r I- r r r - E Z D o z 0 ") • A 7, o z r ., D O 3 N N r -I m �I O 0 - O 'm c-, O ,^ 0 0 0 0 0 0 r o CO Z 0 0 0 0 0 , II G') c (./) (/) V) (I) W -n m m TI m CJ's m • z 3 O O --I -' -o m T (i) = O 0 7o N o 70 m c-) > m N T m o O ■ -I m a < 3 z m m _ O C' 0 (D A D , N 3 N 3 N 3 A co II W CO LO C) I--■ U7 • 3 - r i.,, I-• ■ V o N 4, 0, 3 w CO C..) y p T o 0 LO C) A rr N O CO I -I • m o 0 r r Z0 -I m = = (n • tiw D -H 70z o • n5 r— -< 0 0 o z v Z Ye N N N = ^+7G. H 3 x x D t7 m A A 3 r Z a m �8 m a A I «� r CO N \ N N 7a N 0 O a A ■ O ' U7 >a T" ` r = = � - m II 3I--' N 1. on^. z yc N D 70 C III .-.i._. .Zl A -0 _ 00 -5 tn O CO J O V ll O O, 1 + O 7J II II 0 A W -I 1 eT CO D V r II r m II 0 o co O 0 = o <. CD V' A, o(n - • fD c -. o, t is .5...y D I-. , z - CO Z ,--, c ti 1 O v _ f V =c+ c ion 0,(0.00,=, (A = 3 o -I ..�j , _ O CO m v _ m (Ti Z Z d rn 1 i.'I 9a`.i" I o m:2) T. i Q z T c, EFq * a z z I- •'• = II -o -I c cn - -, el o -I W CO - -I o cn -O = O C) C) C) C7 CO p D 70 -I m v C) C) r D C' Ir r (n - o ▪ m r r r r r — Z D • z °° 0 c7 c, o r Z O 3 N Z V O O v O m n O 0 0 0 0 0 , o CO N V) N V1 V) N II - c m -T-1 m m m co (T) r 3 O O O -n V) = O O 77 -0 DI o rn C PO D m () m O O -I -n Ti o m 3 Z rn m cu -< Z C' -I ■ G7 n [D z (cis N CA D 3 N 3 ;a L) II N 7 W CO c..0 C I-' U1 Cn7 3 V r 4n � V '— • — i V T C1 z 3 N (4 w lD W D a D o O l0 • w • O U1 c+ • I Wrl❑ XIV 000 Q EN ct _°0 c1 at cn z o � o�— ® PC ooh Ng x a0� fill o 0 8 cl <HI cnzfr a c0W —I m WU� g g i a J ell ; i Za_i - o O z- a� N IZ °w0 a (J.)Cc O Z 0 z�r- — <Q w(1 `0 0 \ LII Y J = l A tGU c2.(S 7'aJU ? J I—Q'LI— ® CC Li O < EXISTNG RAQUET BALL < a- COURTS BEYOND 0 CO ' Q g J W W ® 1.. m CI, U U n _ SAID CUT COUNTER FLASH z INTO EXISTING BLOCK ic/ H O O O a ' ® ° m U, A O Pall — ii C`)�o�- L f PD M 3 Mil T ELEVATION 12' GARACsE DOOR g 0 1 EXISTNG RAQUET BALL COURTS BEYOND SAW CUT COUNTER FLASH INTO EXISTING BLOCK i DOORS TO RESTROOMS SOUTH ELEVATION IZ N l PAINTED BLOCK '�-_ ,_-1 WALLS `` 0 _ DOOR TO I EA PAINTER'S STORAGE i l . CITY OF ATLANTIC BEACH �y ) 800 SEMINOLE ROAD G ATLANTIC BEACH,FLORIDA 32233-5445 111 TELEPHONE: (904)247-5800 '` u1 J FAX:(904)247-5805 s} SUNCOM: 852-5800 fatto " http://ci.atlantic-beach.fl.us r s A} 4-9 7 _7 _ l D i/a ~LJe is trne#u ft�X' " ral ��..y.yam,• 61_ Co afS 7R 1/C 7 i©4-) CO � Q (�- .,7. 14". iJ may, 6 rl: AIA Document A101/CMa Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1992 CONSTRUCTION MANAGER-ADVISER EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The 1992 Edition of AIA Document A201/CMa, General Conditions of the Contract for Construction, Construction Manager Adviser Edition, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. AGREEMENT made as of the Fourth day of December in the year of (In woras, indicate day, month and year) Two Thousand BETWEEN the Owner: (Name and address) City of Atlantic Beach 800 Seminole Road Atlantic Beach, Fl 32233 and the Contractor: (Name and address) Barnette Construction Inc. 447 Atlantic Blvd. Suite 3 4t1 Antic Bch Fl 32233 For thhe following (Include detailed description of Project,location,address and scope.) Bid Number 0001 -3 Construction of Storage & Bathroom Building at Russell Park The Construction Manager is: (Name and address) N/A The Architect is: (Name and address) Jim Gilliam, Draftsman 249-0072 The Owner and Contractor agree as set forth below. Copyright 1975,1980,©1992 by The American Institute of Architects,1735 New York Avenue,N.W.,Washington,D.C.20006-5292.Reproduction of the material herein or substantial quotation of its provisions without the written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. a AIA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA® •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, ,`�� 1735 NEW YORK AVENUE, NW., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. A1O1/CMa-1992 1 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Condi- tions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agree- ment and Modifications issued after execution of this Agreement;these form the Contract,and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: The City of Atlantic Beach is to provide the painting ( materials & labor ) , the four vents, and the garage door ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured, and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs from the date of this Agreement or, If applicable, state that the date will be fixed in a notice to proceed.) Start Date, December 6, 2000 Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the Owner,through the Construction Manager,in writing not less than five days before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than (Insert the calendar date or number of calendar days after the date of commencement.Also insert any requirements for earlier Substantial Completion of certain portions of the Work, if not stated elsewhere in the Contract Documents.) Substantial Completion Date, January 31 , 2000 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any,for liquidated damages relating to failure to complete on time.) AIA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AlA' •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed A101/CMa-1992 2 photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. ARTICLE 4 CONTRACT SUM • 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of Thirty two thousand, six hundred and seventeen dollars Dollars (f $32, 617. 00 ), subject to additions and deductions as provided in the Contract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions on other alternates are to be made by the Owner subsequent to tbe execution of this Agreement, attach a schedule of such other alternates showing the amount for each and tbe date until which tbat amount is valid.) No alternates • • 4.3 Unit prices, if any, are as follows: No unit prices AIA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA° •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. A101/CMa-1992 3 ARTICLE 5 PROGRESS PAYMENTS 5.1 Based upon Applications for Payment submitted by the Contractor to the Construction Manager,and upon Project Applica- tions and Certificates for Payment issued the Construction Manager and Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 5.3 Pr id d an Application for Payment is submitted to the Construction Manager not later than the o day of a month, the Owner shall make payment to the Contractor not later than the 1 5th day of the same month.If an Application for Payment is received by the Construction Manager after the appli- cation date fixed above, payment shall be made by the Owner not later than ten days after the Construction Manager receives the Application for Payment. 5.4 Each Application for Payment shall be based upon the Schedule of Values submitted by the Contractor in accordance with the Contract Documents.The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager or Architect may require. This schedule, unless objected to by the Construction Manager or Architect,shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 5.6.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less retainage of zero percent ( 0%). Pending final determina- tion of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Subparagraph 7.3.7 of the General Conditions; 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or, if approved in advance by the Owner,suitably stored off the site at a location agreed upon in writing), less retainage of zero percent ( 0 %); 5.6.3 Subtract the aggregate of previous payments made by the Owner; and 5.6.4 Subtract amounts,if any,for which the Construction Manager or Architect has withheld or nullified a Certificate for Pay- ment as provided in Paragraph 9.5 of the General Conditions. 5.7 The progress payment amount determined in accordance with Paragraph 5.6 shall be further modified under the following circumstances: 5.7.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to one hundred percent( 1 U 0 %)of the Contract Sum,less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and 5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions. 5.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended,prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted!n Subparagrapbs 5.6.1 and 5.6.2 abovg and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) A1A DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA• •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW., WASHINGTON, DC. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. A101/CMa-1992 4 ARTICLE 6 FINAL PAYMENT Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the Contractor when (1)the Contract has been fully performed by-the Contractor except for the Contractor's responsibility to correct nonconform- ing Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements,if any,which necessarily survive final payment;and(2)a final Project Certificate for Payment has been issued by the Construction Manager and Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Project Certificate for Payment, or as follows: Final inspection by the building department ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert raw of interest agreed upon, if any) (Usury laws and requirements under the Federal 7Yutb in Lending Act,similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) 7.3 Temporary facilities and services: (Here insert temporary facilities and services which are different from or in addition to those included elsewhere in the Contract Documents.) 7.4 Other Provisions: (Here list any special provisions affecting the Contract.) MA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA' •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW, WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed A101/CMa-1992 5 photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. ARTICLE 8 TERMINATION OR SUSPENSION 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor,AIA Document A101/CMa, 1992 Construction Manager-Adviser Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction, AIA Document A201/CMa, 1992 Construction Manager-Adviser Edition. 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated , and are as follows: Document Title Pages Schedule of Values 1 9.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages The specification are as listed on the drawings AIA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA' •©1992•THE AMERICAN INSTITUTE OF ARCHITEL IS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates US.copyright laws and will subject the violator to legal prosecution. A101/CMa-1992 6 9.1.5 The Drawings are as follows, and are dated October 2 6 r 2 0 0 Q.-unless a different date is shown below: (Either list the Drawings bere or refer to an exhibit attached to this Agreement.) Number Title Date 1 Floor Plan 10-26-2000 2 Foundation Plan 10-26-2000 3 Elevations 10-26-2000 4 Secions 10-26-2000 • 9.1.6 The Addenda, if any, are as follows: Number Date Pages N/A Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. ALA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•MA* •©1992•THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. Al O1/CMa-1992 7 9.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List here any additional documents which are intended to form part of the Contract Documents. The General Conditions provide that bidding requirements such as advertisement or invitation to bid,Instructions to Bidders,sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) This Agreement is entered into as of the day and year first written above and is executed in at least four original copies of which one is to be delivered to the Contractor, one each to the Construction Manager and Architect for use in the administration of the Contract,.and the remainder to the Owner. OWNER CONTRACTOR (Signature) (Signature) Scott Barnette, President (Printed name and title) (Printed name and title) CAUTION: You should sign an original AIA document which has this caution printed in red. AIAAn original assures that changes will not be obscured as may occur when documents are reproduced. See Instruction Sheet for Limited License for Reproduction of this document. AIA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA• •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed A1U1/CMa-1992 8 photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. Barnette Construction Incorporated Estimate 447 Atlantic Blvd. Suite 3 DATE ESTIMATE# Atlantic Beach, FL 32233 12/4/2000 299 NAME/ADDRESS City Of Atlantic Beach Bid Number 0001-3 Russell Park Storage&Bathroom Building Atlantic Beach,Fl TERMS DUE DATE PROJECT 12/4/2000 Russell Park DESCRIPTION QTY RATE TOTAL Schedule of Values Site Work 960.00 960.00 3000 PSI Concrete Slab 3,600.00 3,600.00 Concrete Block and Bond Beam 6,071.00 6,071.00 Framing Materials,Trusses,and Labor 7,896.00 7,896.00 Metal Doors,Door Hardware,Handicap Hardware, and 2,880.00 2,880.00 Installation Labor Interior Drywall 1,230.00 1,230.00 Ceramic Tile&Base 890.00 890.00 Architectural Roof Shingles To Match As Close As Possible 2,160.00 2,160.00 To The Shingle At City Hall. Vinyl Fascia&Soffit 460.80 460.80 Plumbing As Per Plans 3,619.20 3,619.20 Electric As Per Plans Plus A 200 Amp Panel With Overhead 2,850.00 2,850.00 Service Thank you for considering Barnette Construction Inc. TOTAL $32,617.00 P6 MEMORANDUM December 5, 2000 TV. Vim 1-IQnson, City Manager From: Don Ford, Building Official c. Re: Contract for Barnette Construction/Russell Park Storage/Bathrooms Enclosed is the contract for construction of the Russell Park Storage/Bathroom facility. I have reviewed it for content and all the items we requested are included therein. DF/ph AIA Document A101/CMa Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1992 CONSTRUCTION MANAGER-ADVISER EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The 1992 Edition of AIA Document A201/CMa, General Conditions of the Contract for Construction, Construction Manager Adviser Edition, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. AGREEMENT made as of the Fourth day of December in the year of (In woras, indicate day, month and year.) Two Thousand BETWEEN the Owner: (Name and address) City of Atlantic Beach 800 Seminole Road Atlantic Beach, Fl 32233 and the Contractor: (Name and address) Barnette Construction Inc. 447 Atlantic Blvd. Suite 3 tl tiq Beach Fl 32233 For to taollowing 1 roje&t: (Include detailed description of Project,location,address and scope.) Bid Number 0001 -3 Construction of Storage & Bathroom Building at Russell Park The Construction Manager is: (Name and address) N/A The Architect is: (Name and address) Jim Gilliam, Draftsman 249-0072 The Owner and Contractor agree as set forth below. Copyright 1975,1980,©1992 by The American Institute of Architects,1735 New York Avenue,N.W.,Washington,D.C.20006-5292.Reproduction of the material herein or substantial quotation of its provisions without the written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. ? AIA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION 1 MANAGER-ADVISER EDITION•AIA5 •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, • 1735 NEW YORK AVENUE, NW, WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed A101/CMa-1992 1 ��: photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Condi- tions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agree- ment and Modifications issued after execution of this Agreement;these form the Contract,and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral.An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: The City of Atlantic Beach is to provide the painting ( materials & labor ) , the four vents, and the garage door ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured, and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs from the date of this Agreement on if applicable, state that the date will be fixed in a notice to proceed.) Start Date, December 6, 2000 Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the Owner,through the Construction Manager,in writing not less than five days before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than (Insert the calendar date or number of calendar days after the date of commencement.Also insert any requirements for earlier Substantial Completion of certain portions of the Work, if not stated elsewhere in the Contract Documents.) Substantial Completion Date, January 31 , 2000 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any,for liquidated damages relating to failure to complete on time.) AIA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AlA' •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. Al O1/CMa-1992 2 ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of Thirty two thousand, six hundred and seventeen dollars Dollars (S $32, 617. 00 ), subject to additions and deductions as provided in the Contract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions on other alternates are to be made by the Owner subsequent to tbe execution of Ibis Agreement, attach a schedule of such otber alternates sbowing the amount for each and tbe date until which that amount is valid.) No alternates 4.3 Unit prices, if any, are as follows: No unit prices • MA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA• •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 200065292 • WARNING: Unlicensed A101/CMa-1992 3 photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. ARTICLE 5 PROGRESS PAYMENTS 5.1 Based upon Applications for Payment submitted by the Contractor to the Construction Manager,and upon Project Applica- tions and Certificates for Payment issued b�the Construction Manager and Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 5.3 Provided an Application for Payment is submitted to the Construction Manager not later than the 5th day of a month, the Owner shall make payment to the Contractor not later than the 1 5th day of the same month.If an Application for Payment is received by the Construction Manager after the appli- cation date fixed above, payment shall be made by the Owner not later than ten days after the Construction Manager receives the Application for Payment. 5.4 Each Application for Payment shall be based upon the Schedule of Values submitted by the Contractor in accordance with the Contract Documents.The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager or Architect may require. This schedule,unless objected to by the Construction Manager or Architect,shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 5.6.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less retainage of zero percent ( 0%). Pending final determina- tion of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Subparagraph 7.3.7 of the General Conditions; 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or, if approved in advance by the Owner,suitably stored off the site at a location agreed upon in writing), less retainage of zero percent ( 0 %); 5.6.3 Subtract the aggregate of previous payments made by the Owner; and 5.6.4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Pay- ment as provided in Paragraph 9.5 of the General Conditions. 5.7 The progress payment amount determined in accordance with Paragraph 5.6 shall be further modified under the following circumstances: 5.7.1 Add, upgn Substantial Completion of the Work, a sum sufficient to increase the total payments to one hundreds percent( 1 U 0 %)of the Contract Sum,less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and 5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions. 5.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended,prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from Ibe percentages inserted in Subparagraphs 5.6.1 and 5.6.2 above, and tbis is not explained elsewhere in the Contract Documents, insert here provisions for sucb reduction or limitation.) AIA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA• •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW, WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed A101/CMa-1992 4 photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. ARTICLE 6 FINAL PAYMENT Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the Contractor when (1)the Contract has been fully performed by•tlie Contractor except for the Contractor's responsibility to correct nonconform- ing Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements,if any,which necessarily survive final payment;and(2)a final Project Certificate for Payment has been issued by the Construction Manager and Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Project Certificate for Payment, or as follows: Final inspection by the building department ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any) (Usury laws and requirements under the Federal Truth in Lending Act,similar state and local consumer credit laws and otber regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) 7.3 Temporary facilities and services: (Here insert temporary facilities and services which are different from or in addition to those included elsewhere in the Contract Documents.) 7.4 Other Provisions: (Here list any special provisions affecting the Contract.) AIA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA' •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed A1!)1/CM8-1992 5 photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. ARTICLE 8 TERMINATION OR SUSPENSION 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor,AIA Document A101/CMa, 1992 Construction Manager-Adviser Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction, AIA Document A201/CMa, 1992 Construction Manager-Adviser Edition. 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated , and are as follows: Document Title Pages Schedule of Values 1 9.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages The specification are as listed on the drawings AIA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA. •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed A101/CM8-1992 6 photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. 9.1.5 The Drawings are as follows, and are dated October 2 6, 2 0 0 Ounless a different date is shown below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number Title Date 1 Floor Plan 10-26-2000 2 Foundation Plan 10-26-2000 3 Elevations 10-26-2000 4 Secions 10-26-2000 • 9.1.6 The Addenda, if any, are as follows: Number Date Pages N/A • I Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. A1A DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•Al)' •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW.,WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. A101/CMa-1992 7 9.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List bere any additional documents wblcb are intended to form part of the Contract Documents. The General Conditions provide tbat bidding requirements such as advertisement or invitation to bid,Instructions to Bidders,sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) This Agreement is entered into as of the day and year first written above and is executed in at least four original copies of which one is to be delivered to the Contractor, one each to the Construction Manager and Architect for use in the administration of the Contract,.and the remainder to the Owner. OWNER CONTRACTOR (Signature) (Signature) Scott Barnette, President (Printed name and title) (Printed name and title) CAUTION: You should sign an original AIA document which has this caution printed in red. AIAAn original assures that changes will not be obscured as may occur when documents are reproduced. See Instruction Sheet for Limited License for Reproduction of this document. MA DOCUMENT A101/CMa • OWNER-CONTRACTOR AGREEMENT, CONSTRUCTION MANAGER-ADVISER EDITION•AIA •©1992•THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. A101/CMa-1992 8 Barnette Construction Incorporated Estimate 447 Atlantic Blvd. Suite 3 DATE ESTIMATE# Atlantic Beach, FL 32233 12/4/2000 299 NAME/ADDRESS City Of Atlantic Beach Bid Number 0001-3 Russell Park Storage&Bathroom Building Atlantic Beach,Fl TERMS DUE DATE PROJECT 12/4/2000 Russell Park DESCRIPTION QTY RATE TOTAL Schedule of Values Site Work 960.00 960.00 3000 PSI Concrete Slab 3,600.00 3,600.00 Concrete Block and Bond Beam 6,071.00 6,071.00 Framing Materials,Trusses,and Labor 7,896.00 7,896.00 Metal Doors,Door Hardware,Handicap Hardware, and 2,880.00 2,880.00 Installation Labor Interior Drywall 1,230.00 1,230.00 Ceramic Tile&Base 890.00 890.00 Architectural Roof Shingles To Match As Close As Possible 2,160.00 2,160.00 To The Shingle At City Hall. Vinyl Fascia&Soffit 460.80 460.80 Plumbing As Per Plans 3,619.20 3,619.20 Electric As Per Plans Plus A 200 Amp Panel With Overhead 2,850.00 2,850.00 Service Thank you for considering Barnette Construction Inc. TOTAL $32,617.00