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Permit 850 Seminole (vault) P x ' .;' CITY OF ATLANTIC BEACH - .,,-, ,• . J 800 SEMINOLE ROAD r. , .:� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00025956 Date 4/25/03 Property Address 850 SEMINOLE RD Tenant nbr, name INSTALL H2O HTR 4 POLICE Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CITY OF ATLANTIC BEACH F.W. FAIR PLUMBING CO. 850 SEMINOLE ROAD P.O. DRAWER 51558 ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 247 -5863 (904) 241 -7191 Permit PLUMBING PERMIT Additional desc . .00 Permit Fee . . . .00 Plan Check Fee . Issue Date . . . 4/25/03 Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 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. f BUILDING OFFICIAL 1 : . ‘ CITY OF ATLANTIC BEACH .. , J 800 SEMINOLE ROAD P.4 ,° S'.) j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 H r Jsi1 Application Number 05- 00029697 Date 2/25/05 Property Address 850 SEMINOLE RD Tenant nbr, name BELLSOUTH Application description . . RIGHT OF WAY PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BELL SOUTH TELECOMMUNICATIONS ATLANTIC BEACH FL 32233 Permit UTILITIES PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 2/25/05 Valuation . . . . 0 Expiration Date . 2/25/05 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Y 4 `' CITY OF ATLANTIC BEACH � �' PUBLIC UTILITIES DEPARTMENT 43 ip r, . F,.? 1200 Sandpiper Lane Atlantic Beach, Florida 32233 .ft o;; �. (904) 247 -5834 (904) 247 -5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #DS - 1 (P V ri Property Address: eGO S YT J O KD Applicant: )3 LLA.. \-) l + Project: LA' \ Li ¶ 1 y Your application is approved as noted by the Public Nag Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: orf L f - ?'rry - - 134-4,A44-.2.0 . 60--.1 Lvpi al 4)4 ' d- ' ^_. et v-e.r' /,'}has - ha.,/ air w .rt. P r .e s c ,1.(G G � c h r c )l c ' . , /E - ° fr o . d ? t i ( . Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 -5834. R - ed . Do 4 6 a Kalu7niak, Public Utilities Director ' Date 2 - / &- 0c Si e Contractor Notified Date / ra I te .243/W Feb., 3. 2005 3:41PM TRUEVANCE MANAGEMENT INC. No. 1291 P. 1 CITY OF ATLANTIC BEACH 'IT CONSTRUCTION PERMIT WITHIN CITY R IGHTS OF WAY AND EASEMENTS rw r 800 Seminole Road 904-247 -5800 -,, Atlantic Beach, Florida 32233-8445 Fax 804-247 -5845 Date PERMIT # Job Address L5 'rYm n4;)l-e' 1L. ISSUED BY THE CiTY • Permitee: BELLSOUTH TELECOMMUNICATIONS Telephone # 904- 6341661 Permittee Address: 11AA1: 301 W. BAY ST.. JACKSONVILLE. FL. 32202 ATTN: ANGELA HERRON Requesting Permission to Construct TELEPHONE CABLE l -p020\ \ I Location: (Reference to Cross -Street) ' , -F' v . C. 1 j� • 1. Applicant declares that prior to ling this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes (X) No ( ) Date: 1\ Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes (X) No ( ) Date: M8 ak-t Comcast Yes (X) No ( ) Date: D-19-16 �1 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of CLINT STRICKLAND (Contractor's Project Superintendent) located at Telephone #. 904- 393 -49 8 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 60 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the .holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty -four (24) hours prior to starting work and again immediately upon completion. OWNER �� g-3-C6 Signed: Date: e";;.k AUereY,LCAOw Before me this day of V • . elho in County of Duval, * * W 0099 $ 409 t DD i175116 State Of Florida, has personalty appeared tT.Ta ! . - .■1* i t3EP1E knit rli6 Notary Public at Large, State of Florida, County o - 1. "+ My commission exphes: t i ri P �� ti � Personally Known: ✓ or Produced Identification: e &EXI ST.I NG BURI ED © EXI STING BURI ED \ `A' / COPPER CABLE COPPER CABLE 0 EXI STING BURI ED I ( e EXI STING BURI ED N\ \ COPPER CABLE j COPPER CABLE @ EXI STING BURI ED COPPER CABLE j L 0 EXI STING URI ED 0 EXI STING BURI ED 0 FI BER C COPPER CABLE 3 4 t - 0 cc 13 Co P Q5 EXI STI NG BURI ED 30 EXI STI NG BURI ED - COPPER CABLE FIBER CABLE © EXI STING BURI ED L COPPER CABLE D_ Q EXI STI NG BURI ED COPPER CABLE I O EXI STING BURI ED ® s Cp COPPER CABLE A - Q EXI STING DI GI TAL -B Wilk EOUI PMENT CABI NET i BURIED SYMBOL LEGEND 10 EXI STING DI GI TAL 26 F �B— eEO B- eu CAKE EOUI PMENT CABI NET I o B BJ- BJ- eut JONT Tle'NCa a i o A W ■ _o- �/ `� __A _ ExaosuK -R/W I I = _ _ ® — — — e 40 +p EaaosuTE CO ► i t Bm 1:=1 D wN I *f- i � 1--I P�caor i, --I © 9 CA -J ` MK6 m CA -MK cmtE w B — wan — B — — ape srt uE I I OPOSED 30' x 58' _ - B�R.01, S HAND±IOLE — —�- -- -------.----- --------- _ __J _ _ _ _ N/A BORE OF „g, N/A CUT PAIEIENT ILE To Seminole Rd L _ Na / sPleTwC Prt COPY Mean N/A yea LENKEPTN f\ BellSouth R/W _ Telecommunications 0 EXI STING DIGITAL PROPOSED TELEPHONE FACILITIES EOUI PMENT CABI NET ON RIGHT OF WAY OF City of Atlantic Beach 0 EXI STI NG DI GI TAL EOUI PMENT CABI NET e and Police Circuits Exchange: indle with Care EXI STI BURI ED JAX BEACH 15 COPPER CABLE SEMINOLE RD Designer. & POLICE STATION Wayne Mercer Phone: 9 04 - 751 -4660 A uthorization : 2 /2/2005 s: 27: os AM 53E68024N Dwg, I 0 f ADDRESS 750 X-092M Ole /e BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING 6- 2° 4;*6 SLAB --)-4-14 FRAMING COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # /22V INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # / PLUMBINC; PERMIT # NOTES: € ktio / 2,13 7 / Ztr/ 77ei Do° N , a , '''..-::/,/ (..,/--- 6L--0 i / 'Y ji" , / /,..,) ,,L , i i SIMPSON SONG - 'IE SIMPSON STRONG t. . 0 ..".5',......c•S • , TACP j 57:::71i: 1.-- %%%1411910 1 -+:,..-- 4 111 h * . CONN i uPLIFT U1 CO NN UPLIFT 15 ,A55. EACH MTS1 j 10000 , SIMPSON STRONG-TIE srMpsrJN STRONG-IL ' roSTENCPS A EiCN loo 111111 Ali ..... .=........ 4. / / ENO OF 51PAP ni Is, .. • . 1 1 Allid . 1.1111f0.4041100. 4 IAZ rdTAI1VSC40 , I , TO BACK SIDE 2 LONO , 51/ t2o • 2' 0 C 12-1C1 eaC il l 11 NAILS DOWNLOAD UP T' LIF CONN UPLIFT U3 loa 27510 1286 , H1 (21 mrE12 z000. '''' 6d 33150 1550# 45424 SIMPSON STRONG-TIE SIMPSON STRONG-TIE 7. 919921401•93monlao ' .11 owl 6 ... / .. 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Received el �' `-` `' \, dV� t rj�d � (..� (CrLSLO J ob Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING Framin MECHANICAL Re Roofing fl F Footing ng ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Insulatio oofi ❑ Temp Pole ❑ Top Out ❑ ❑ Lintel ❑ Sewer ❑ F ❑ Final F Pa irre e Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. A.M. ` 40 Friday PM. Inspection Made ta ' \� A.M. -14, P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ ( 4 9 i pe_ F(m fl-17 Date n tnpexo 01151U, Building Department 904 -247 -5005 A• CITY OF ATLANTIC BEACH, FLORIDA n.. .M APPLICATION FON ELECTNICAL PERMIT YO THE CHIEF ELECTRICAL IINEPLCTCR: ' DATE: KF IMPORTANT NOTICEe IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE . HEREBY ACRES TD PERFORM SAID YORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFlCA7ICNS. WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF i tITUP4NTIC BEACH ORDINANCES. W ii'.?„ , ") ..: [.: , r ,..,4' Z ELECTRICAL FIRM: L R1C1AN {LGNA lN AULBUradelii aAMe 5 1J 1. ! IseaC a CC 50 ,cgir ILk:/e RFe BOX.,.. ,._ aLoa. ROW 8E7'NIitN: REE. t APT.1 I COMM. ( 1 PUIILIC ($ INDUS. I ) NEW ( 1 0t0 ( 1 REW. ( 1 ADDITION t 1 TRAILER t 1 TEMP. t 1 MMONS 1 1 1O. FT. SERVICE: NEAT 1 1 INCRRASE 1 1 REPAID t 1 P ° E GaN0UC OR BIKE AMPS r COPPER f ALI" I ) SWIM 0 0 as A1[FR Aim pH W VOLT RACLIN *7 . MET. SERV. SIZE (4 to AMPS _1 PH .�w VOLT Vir_ RACEWAY PEEDERS N0. SIZE , NO. SIZE NO. SIZE . LIGHTING OUT(.ETE CONCEALED •.. EN TnTAL RECEPTACLES CONCEALED _ OPEN 111.111 MDT • e.ae Au1►y. 411.100 urea. ■ BWITCS+s9 INICANOE$CENT FLUUHLSCSNT dt M. V. wrtl.eAroGCa BELL TRAINBF. AM N.r. RATING H.P. RATING - CONDITIONING COMP. MOTOR OTHER MOTORS AMPS ca. MEAT. Kw•HMT al IrOT•IIS H.P. VOLTAGE PH$ N.O. 1 LP. VOLTAGE PNB • . NIRC ULAN. 'GUS ,. . • , ... TRANSFORMERS: UNDER SOO V. I , OVER 6(11V. MD. KV NO. KVA NU. NEON TRANSF. EACH SIGN NO. VA. MA_ MOTOR SIZE SWITCH PLASH - TOTAL FEES ---- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING \-I 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT ---3 11 - --- - PERMIT INFORMATION ------ LOCATION INFORMATION ' PirmFt Number: 24701 Address: 850 SEMINOLE ROAD , Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 ■ Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: GOVERNMENT BLDG Lot(s): Block: Section: 0 Square Feet: Subdivision: Est Value: Parcel Number: Improv. Cost: OWNER INFORMATION .b Date Issued: 8/27/2002 Name: CITY OF ATLANTIC BEACH 1, Total Fees: - • 800 SEMINOLE ROAD Amount Paid: *** • NTIC BEACH, FLORIDA 32233 I- i Date Paid: 8/27/2002 - 1 P iil . . igs4th .604 ,,, , . ilt :a 0 Work Desc: REGROND .,r i ‘1 T ‘4' L T 7 t CONTRACT. •° N F EES Lin-alb. - — ,-... ......, , , -'.-- , - o_ Ltd..... ,,,, F AMERICAN ELECTRICA ONTRA r 0.uu ,At ' `, : ' : , ' ' • $ * tt i ,,,,.,, N 1 0,10- 1 '4;31k -t \itti:lef;;;-01‘ ‘,I 1 1 s -4 • , Alm ...... , ., N . . ,,,, i , ---....... . A :- - NOTICE — IN;i*CTIONS MOST - _ - IOR T: NSPECTION \ BUILDING MATERIAL, RUPPISH AND t S FROM THIS WORK MUST . 4 BE PLACED , PUBLIC SPACE, AND 1 - , ' a‘" MUST BE CLEARED UP AND HAULE0 .. ' ' - THER CONT 0116WIVER . . ' r "FAILURE TO COMPLY WI H - • Sf LIEN . t . ' - ESULT IN THE PROPERTY OWNER PAYING ' - 0RBU1LLING J "i ' NTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION I FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I i 1 I 1 , ,...., — AT NTIC BEACFItt.D-1-1r. i 1 DEES INCORPORATED LE TrE2 0� 1"QRqSalaIT�Q� Painting Contractor Post Office Box 9098 JACKSONVILLE, FLORIDA 32208 DATE JOB NO (904) 768 -0594 May 15, 2000 ATTENTION Mr. Don Ford RE : TO City of Atlantic Beach Bid No. 9900 -13 800 Seminole Road Repair & Maintenance to Exterior of Public Safety Building Atlantic Beach, FL 32233 -5445 WE ARE SENDING YOU Pi Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3 ea. Material Safety Data Sheet and Technical Data Sheet for materials proposed for use for referenced bid THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: W. Larry Bryan, Senior Estimator 0 enclosures are not as noted, kindly notify us at once. Technical Data for MOORWOOD . _ .... ,...,. . . ,.. . , .:... Alkyd Semi - Transparent „,,8 Stain 070 Deck & Si s to Y1UORWO011 A semi - transparent stain formulated to penetrate and protect wood, resist abrasion, k i and beautify wood siding, decks, patios, and furniture. Added life and durability are `?'`rx0' given to the finish by color pigments ground into a weather - tested vehicle. Its colors are p 47, �� sak semi- transparent, allowing the texture and grain of wood to show through. Can be z 1 �, =s><din� sly � . used on new wood including pressure treated lumber, cedar, and redwood, or on ,;� . a ,; previous applications of stain that have weathered and are porous. For exterior use on`"”` ° ._ " shakes, shingles, saw textured lumber, siding, decks, fencing, rafters & beams. • Performance Checklist: Quality Finish System Use Applicators CS Premium ❑ Solid 0 Alkyd /Oil 0 Exterior 0 Brush ❑ Superior 0 Semi- ❑ Latex ❑ Interior f Roller ❑ Professional Transparent ❑ Special Cf Pad ❑ Economy ❑ Transparent 0 Spray CI Product Description ■Resists mildew. Colors Available: A variety of ready -mixed colors and • A water repellent coating. Tinting Base Clear. • Scuff resistant. Package Sizes: Gallons • 200 —350 ft. (18.5 —32.5 meters per gallon depend- texture of the wood. • Provides protection and color without obscuring grain or ' Coverage: s q ( sq. ) p g ing on surface porosity and texture. Be sure to estimate the right amount of paint for the job. This will ensure color uniformity and minimize the dis- • Not recommended for use on abraded or brushed ply - posal of excess stain. wood, or on previously painted wood unless previous Dry lime: coating has been completely removed. To Service — 24 — 48 hours Mows 48 hour dry time before hrnt al Newel ongets. High humidify acooleriemperaiures :nay prolong drying ► . Mil Film Thickness: Wet— Penetrating Surface Preparation Dry — Minimal Varies with porosity and texture of substrate. .... (� `J Surfaces to be stained must be dean, dry, and free of dirt, Solids Content:° mildew, oil, or grease. Remove contaminants or chalky By Weight — 32% By Volume — 31% residue from weathered stained surfaces by washing with Typical; may vary by color. Moorwood Multi- Purpose Cleaner & Brightener (063). Previously Weight Per Gallon: painted, stained, or sealed wood can be restoredby sanding or applying Stain — 7.5 Ibs Moorwood Finish Remover (061). Clear — 721bs. • CAUTION: Smooth planed lumber, clapboards, or siding must be Viscosity: <50 KU sanded thoroughly or treated with Moorwood Multi- Purpose Cleaner & Brightener (063) to break the 'mill glaze - to allow proper penetration and Flash Point: Flammable adhesion. Type /Thinner, Linseed oil / mineral spirits Weathered Wood and Mildew: Prior to staining, weathered wood must See Thinning/Cleanup be sanded or treated with Moorwood Wood Restorer (062), following directions, until a sound surface is obtained (loose or damaged wood fibers removed). If mildew is evident, it must be removed by scrubbing Features & Benefits with Moorwood Wood Restorer (062) prior to staining or it will continue to grow through the fresh coating. If mildew is widespread, the use of power j ■ Maybe applied to new, pressure treated lumber. wash spray equipment is suggested. Particular attention should be paid to overhead surfaces such as eaves, porch and carport ceilings. • Formuiated to penetrate, protect, and beautify wooden decking and furniture. Unweathered areas such as eaves, ceilings, or overhangs must be washed with Moorwood Multi- Purpose Cleaner & Brightener (063) • Added life and durability are given to the finish by color- and /or rinsed with a strong stream from a garden hose to remove sur- permanent pigments ground in a weather tested vehicle. face salts that can interfere with proper adhesion. Moorvvood Alkyd Semi-Transparent Deck & Siding Stain 10701 Application • , environmental & Safety Information pp pigments do not remain in suspension . Mixing Stain: Stain pA t that immedi- as in most o u us types tan i be tho roughly rou is gh important mixed Environmental Considerations ately prior to se, the stan be throuly mixed even though it has been given a mechanical shaking by the dealer. During Formulated without lead or mercury use, stir periodically to retain uniformity of color. Prior to staining, ensure Formulated with non photochemically reactive solvents. having enough stain boxed or mixed to complete an entire section. This practice is important with standard as well as custom blended colors. Preferred method on siding and deck is by brushing. Roller application Technical Assistance should be done only on rough or textured surfaces. Back brushing is rec omrr►end with roller or spray application. Available through your local authorized independent Benjamin Moore & Co. dealer. For the location of the dealer nearest you, call 1.500 -8 Use as received in the container, no thinning is necessary. On smooth 2623, see www.benjaminmoore.com, or consult your local Yellow Pages. string and deck only 1 coat is recommended. On ring tic maintain a wet on wet, are recommended. To minims e t on a lapping, lw ys a 2 or a wet edge. On horizontal siding apply Supplementary Information boards completely across the house. Lower the ladder and continue in the same manner until the side is completed. Vertical siding is coated using the same principle from top t bottom. Never , t ps a ni gin mOn VA WARNING! HARMFUL Contains: Stoddard Solvent and linseed oil. wall: continue until a natural SKIN, NOSE AND THROAT IRRITATION decks apply stain only a few boards at a time keeping the leading edge CA USE S EYE, solvents may lead to fret" NOTICE: Repeated and prolonged exposu re IR I Refrain from staining in direct hot sun. Do not apply when air and surface permanent brain and nervous system damage. Eye watering, temperatures are below 50 °F (10°C), nor over damp surfaces or during headaches, nausea, dizziness and loss of coordination are signs that threatening weather. solvent levels are too high. Intentional misuse by deliberately concen- trating and inhaling the contents may be harmful or fatal. Spray, Airless: Fluid Pressure -1,50 to 2,000 PSI; K away from heat and flame. Use only with adequate ventilation. Do Tip —.013 Orifice; Filter -100 mesh .006 screen spacing. not breathe vapors. spray mist or sanding dust. Avoid contact with eyes and prolonged or repeated contact with skin. Wear open ye�po protection Do not thin. Thinning of p and gloves. To avoid breathing vapors or spray mist, application and • t A r Thinning/Cleanup or use other means to ensure fresh air entry during app f this will make it non- drying. If you experience eye watering, entry during headaches � or dizziness, an III compliant under n i ncrease fresh air or wear a property fitted vapor/particulate l regulated ted environmental eland Cl with a mineral tion approved by NIOSH/MSHA for use with paints or leave the area. In all conditions in VOC regulated areas Clean up with mineral cases follow respirator manufacturer's directions for respirator use. • spirits. Close container after each use. . Storage: Store in original container. Close container after each use. FIRST AID: If affected by inhalation of vapors or spray mist, remove to Disposal: Do not reuse empty container. Rinse container thoroughly, fresh air. In case of eye contact flush immediately with plenty of water for securely wrap in several layers of newspaper, and discard in trash. aap least 15 minutes In case of calt a physician. DO NOT i Gh with DANGER: RAGS, STEEL WOOL, OR WASTE SOAKED WITH THIS PRODUCT ical help immediately. MAY SPONTANEOUSLY CATCH FIRE IF IMPROPERLY DISCARDED. IMMEDI- . .. of ATELY AFTER USE. PLACE RAGS, STEEL WOOL, OR WASTE IN A SEALED IN CASE OF: FP E - U se foam mi CO2, d ry ch ic dispa l, or water er fog,. ,. . speci- WATER- FILLED METAL CONTAINER. fled under ThinninglCleanup. USE COMPLETELY OR DISPOSE OF PROPERLY. This product con- wnruaa wleratswentlansyaan® m int e if ha hand e d iimnpro whic perly. huused p verse oduct for touch up purposes m if household mro program. 0 empty contain- H earn , Flartlmat>ifity ers household hazardous waste collection prog ry. Pty El ers may be recycled in a can recycling program. Local disposal �1 requirements vary; consult your sanitation department or state- Rea tyii]a. Pao net on 0 • designated environmental agency for Information on disposal. u- Mr,Ima1.4 , Some Naram ¢ • eth e,, KEEP OUT OF REACH OF CHILDREN Federal Equivalent S Material Safety Data Sheets available on request . Generic Equivalent from your servicing dealer. Passes requirements of Federal Specification TT- W-572b par 3.7. Your Benjamin Moore dealer really knows stain. Benjamin M oore PAINTS BENJAMIN MANUFACTURING L OCATIONS USA. CANAOA. 5 NEW W 0 E O www.eniammmoore.com •• Priaml n Copyright o O 8 Bemn 199 njai Moore & Co. BENJAMIN MOORE. MOORW000. and MOOR-0-MA= are ��. Re ntod o Piper M71 0 199 — l nja i U.S.A. — Co. registered trademarks of Benjamin Moore b Co. MATERIAL SAFETY DATA SHEET Rev. O1B For Coating, Resins, and Related Mater NPCA 1 -84 No. BENJAMIN NOORE & CO. � 424- 9300 51 CHESTNUT RIDGE RD MONTVALE, NJ 07645 Date Prepared Last Rev Date Information Telephone No. 12 -15 -97 12 -15 -97 201 - 573 -9600 SECTION I - PRODUCT ID ** HMIS CODE ** PRODUCT: C070 HEALTH: 2* CLASS: SOLVENT THINNED PAINT FLAMMABILITY: 2 NAME: MOORWOOD ALKYD SEMI -TRANS DECK & SIDING STAIN REACTIVITY: 0 COLOR: ALL PERSONAL PROT: ** SARA TITLE 312 ** ACUTE: Y CHRONIC: Y FIRE: Y PRESSURE: N REACTIVITY: N For a complete description of HMIS and an explanation of the PERSONAL PROT: code, see Section XX. SECTION II HAZARDOUS INGREDIENTS INGREDIENT HAZ SARA MAX % CAS 11 TLV PEL STEL CEIL MM Hg Stoddard Solvent Y N 60.0 008052 -41 -3 100 ppm 100 ppm N/E N/E 2.0 @ 20 1,2,4- Trimethylbenzene Y Y 1.1 000095 -63 -6 25 ppm 25 ppm N/E N/8 N/A Bentonite Clay Y N 1.7 121888 -66 -2 .1 mg /M3 N/E N/E N/E N/A Ethyl Benzene Y N .1 000100 -41 -4 100 ppm 100 ppm 125 ppm N/E 10 @ 20C Talc Y N 7.3 014807 -96 -6 2 mg /M3 2 mg /M3. N/E N/E N/A Methyl Ethyl Ketoxime Y N .1 000096 -29 -7 0.1 ppm N/E N/E N/E 2.0 @ 68 C.I. Pigment Yellow 42 Y N 1.2 051274 -00 -1 10 mg /M3 10 mg /M3 lOppm N/E N/A Titanium Dioxide Y N 3.3 013463 -67 -7 10 mg /M3 10 mg /M3 N/E N/E N/A ******************************************** * * * * * * * * * * * * ** * * ** * * * * * * * * *** ** This product contains one or more reported carcinogens or suspected carcinogens which are noted NTP, IARC, or OSHA -Z in the other limits recommended column. ******************************************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Note: This product contains pigments which may become a dust nuisance when removed by abrasive blasting, sanding, or grinding. This product may contain small amounts of materials known to the State of California to cause cancer and reproductive harm. SECTION III PHYSICAL DATA BOIL RANGE: 313.0 to 388.0 WT /GL: 7.5 to 7.7 %VOL /VOL: 69.9 to 70.5 EVAPORATION RATE: SLOWER THAN ETHER VAPOR DENSITY: HEAVIER THAN AIR - SECTION IV FIRE AND EXPLOSION HAZARD DATA D.O.T. FLAMMABILITY CLASS.: COMBUSTIBLE FLASH POINT: 107 F PMCC LEL %: 1.0 EXTINGUISHING MEDIA: FOAM CO2 DRY CHEMICAL WATER FOG UNUSUAL FIRE AND EXPLOSION HAZARDS: Toxic gases may form when product burns. Closed containers may burst if exposed to extreme heat or fire. SPECIAL FIRE FIGHTING PROCEDURES: M.S.D.S for C070 Page 2 Cool exposed containers with water. Use self - contained breathing apparatus. Do not use water stream on burning liquid. Use self- contained breathing apparatus. SECTION V HEALTH HAZARD DATA EFFECTS OF OVEREXPOSURE - ACUTE: Inhalation - Harmful if inhaled. May affect the brain or nervous system causing dizziness, headache or nausea. Contact - Causes eye irritation. Contact - Causes skin irritation. Skin Absorption - Hazardous ingredients contained in this product have the capacity to be absorbed through the skin in sufficient quantities to cause systemic toxicity. See Safe Handling and Use Information (Section VIII) Ingestion - Irritation of the digestive tract and nervous system depressioi (drowsiness, dizziness, lose of coordination and fatigue). Aspiration Hazard - This material can enter lungs during swallowing or vomiting and cause lung inflammation and damage. EFFECTS OF OVEREXPOSURE - CHRONIC: Skin Contact - Prolonged or repeated exposure may cause dermitit.s. Contains: Ethyl Benzene which has been shown to cause cancer in male rats. Inhalation - Irritating to respiratory tract. Contains Methyl Ethyl Ketoxime (MEKO) which has been identified as a potential animal liver carcinogen. Currently, MEKO is not listed as a potential carcinogen by IARC, NTP or OSHA. NOTICE: Reports have associated permanent brain and nervous system damage with repeated, prolonged overexposure to solvents among persons engaged in the painting trade. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: None expected when used in accordance with Safe Handling and Use Information (Section VIII). PRIMARY ROUTE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDURES : Inhalation - Remove from hazard area, maintain breathing, call physician. Skin Contact - Remove with soap and water. Eye Contact - Flush immediately with large amounts of water. Call physician Ingestion - Drink 1 or 2 glasses of water to dilute. DO NOT induce vomiting. Call physician. SECTION VI REACTIVITY DATA STABILITY: STABLE HAZARDOUS POLYMERIZATION WILL NOT OCCUR HAZARDOUS DECOMPOSITION PRODUCTS: Burning may produce carbon dioxide and carbon monoxide. CONDITIONS TO AVOID: Elevated temperatures and buildup of vapors INCOMPATABILITY (MATERIALS TO AVOID): None reasonably foreseeable. SECTION VII SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Remove all sources of ignition. Avoid breathing vapors. Use non - sparking tools to return materials to container. Absorb residue with Fullers earth. WASTE DISPOSAL METHOD: Conventional procedures in compliance with local, state and federal regulations. Do not incinerate sealed containers. SECTION VIII SAFE HANDLING AND USE INFORMATION RESPIRATORY PROTECTION: Wear a properly fitted vapor /particulate approved by NIOSH /MSHA for use with paints (TC -23C) during application or sanding and until all vapors and spray mist are exhausted. In confined spaces or in situations where continuous spray operations are typical, or if proper respirator fit is not possible, wear a positive - pressure, supplied air respirator (NIOSH /MSHA TC -19C). VENTILATION: Adequate to maintain working atmosphere below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentraitons). Mechanical exhaust may be required in confined areas. Discharge exhaust only in area away from ignition sources. PROTECTIVE GLOVES: Solvent impermeable gloves are required. EYE PROTECTION : Splash goggles or safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Clothing adequate to protect akin. HYGIENIC PRACTICES: Remove and wash clothing before reuse. Wash hands before eating, smoking M.S.D.S for C070 Page 3 or using the washroom. SECTION IX SPECIAL PRECAUTIONS { PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Combustible - Keep away from heat and flame • OTHER PRECAUTIONS : Use only with adequate ventilation. Avoid prolonged contact with skin and breathing of vapor spray mist or sanding dust. Close container after each use. Keep out of reach of children. Do not take internally. DANGER - Rags, steel wool or waste soaked with this product may catch fire spontaneously if improperly discarded. Immediately after use, place rags, steel wool or waste in a sealed water - filled metal container. SECTION XX HMIS (Hazardous Materials Identicifation System)(R) NPCA HMIS is a recognized workplace Hazard Communications System as required by OSHA (40 CFR 1910.1200). Information on establishing a compliant hazardous communication program using HMIS is available from: American Labelmark Co., Inc., Labelmaster Division 5724 N. Pulaski Rd., Chicago, IL 60646 1 -800- 621 -5808 The ratings assigned by Benjamin Moore & Co. are only suggested ratings; the contractor /employer has ultimate responsibility for HMIS rating where this system is used. PERSONAL PROTECTION: This code is left blank on Benjamin Moore & Co. MSDS's as it depends on application technique and the workplace ventilation. Please read Sections II through IX of this MSDS before deciding on appro- priate protective equipment and beginning work. There are codes available for this section which can be obtained from Labelmaster. This product contains at least one toxic chemical listed in Section II that is subject to the reporting requirements of section 313 of the Emergency Planning and Community Right -To -Know Act of 1986 and 40 CFR 372. DISCLAIMER The information contained herein is presented in good faith and believed to be accurate as of the effective date shown above. This information is furnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information from all sources to assure proper use of these materials and the safety and health of employees. Any use of this data and information must be determined by the user to be in accordance with applicable federal, state and local laws and regulations. 05/08/2000 07:08 6416709 DUVAL PAINT AND DEC PAGE 02 MAY: - 05'00(FR1) 15:31 GUARDSMAN PRODUCTS TFL:616 - 285 - 7870 P. 002 GUARDSMAN PRODUCTS, INC. Atlanta Sundries Division BUG STUFF Bug Stuff is an EPA approved paint Insecticide developed to be added to exterior paints, stains or preservatives to control flying and crawling insects on exterior surfaces. The active ingredient in Bug Stuff is diazinon. Diazinon is widely used throughout the United States to control Insects on lawns, gardens and shrubs. Bug Stuff is simply mixed into the paint, slain or preservative and applied to any exterior surface. Then, when an Insect crawls on one of these surfaces, the insecticide is quickly absorbed Into their body through their "pods" or feet and they die. It is perfect to use around woods or lakes where bugs are very prevalent. Since paint insecticide is still a fairly new concept to many customers, just the name alone and the creative packaging are helpful to explain almost Immediately to the customer what the product is. The one gallon treatment of Bug Stuff can be peg hooked or clip stripped which makes It easy to merchandise. It also comes in a 5 gallon treatment bottle. Both sizes come with child -proof caps. PRODUCT USES Bug Stuff can be used in several different types of coatings including: Paint Stain Preservatives Bug Stuff is perfect to use on these applications: Homes Commercial Buildings Barns Decks Fences Patios Animal Houses Docks on lakes 12 05/08/2000 07:08 6416709 DUV'AL PAINT AND Litt, MAY.- 05'00(FRI) 15:31 GUARDSMAN PRODUCTS TEL:6i&- 285 -19 70 P.003 CAUTIONS There are a few cautions to keep in mind when using Bug Stuff : 1_ For Exterior Use Only Do not use inside the home 2. Avoid getting on your skin If you should get it on your skin, wash off immediately 3. Wash exterior surfaces yearly Dirt, soot, grease, pollen and other airbome contaminants can adhere to the coated surfaces acting to insulate the insects from contact with the insecticide. We recommend a yearly washing of the coating to maximize Bug Stuffs effectiveness. If maintained, the Bug Stuff should last for the life of the coating. POINT OF PURCHASE MATERIALS There are a few items available to you at no charge to aid in selling: • Bug Stuff brochures • Bug Stuff buttons • Bug Stuff catalog sheets 13 05/08/2000 07: 08 6416709 LU'JAL C.WAV i' MAC - 05'00(FRI) 15 :32 GUARDSMAN PRODUCTS TEL :616-285 -7870 P.005 WHAT 1S BUG STUFF? NOW DOES Bug Stuff is an EPA approved paint Insecticide BUG STUFF WORK? designed to be added to exterior paints, stains, Bug Stuff Is formulated to kill soon atter the bugs and preservatives to control flying and crawling come In contact with the paint or stain. 'lugs Insects on exterior surfaces. absorb the insecticide into their systems through The active ingredient is diozinon, widoly used their feet, throughout the U.S, to control Insects on lawns. WILL IT ALTER gardens, and shrubs. biezinon was originally THE PAINT OR STAIN? registered with the EPA over 31 years ago and Mixed thoroughly with the paint or stain Bug has proven to be a very effective insecticide. Stuff will not change the characteristics of the WHY DO WE coating. You won't be able to smell it or see it. NEED BUG STUFF? WHAT INSECTS While no one can or Should want 10 kill all WILL IT WORK ON? the Insects in the wend. insects do "dirty up" • flies • ants •earwigs -chiggers our attractively painted homes with cobwebs • mosquitoes • ticks • fleas •mites and nests. • boxelder bugs • spiders •silverfish Adding Bug Stuff to exterior coatings can add IS IT HARMFUL TO years to the beauty of our homes by HUMANS OR PETS? discouraging these little visitors. Moreover It loilows that it they aren't nesting in our houses Once mixed with the paint Bug Stuff is not we're less likely to be their next stinging or considered to be harmful to humans or pets biting victim. that come into contact with It It does not however WHERE CAN change any harmful effects the paint itself BUG STUFF BE USED? may contain. Bug Stuff Is designed for exterior use only in NOW LONG WILL IT LAST? latex paints, oil based paints or stains, sealers Dirt, soot, grease, pollen and other airborne or preservatives contaminates can adhere to the coated surfaces acting to insulate the insects front contact with • homes • office buildings • theatres the Insecticide. We recommend a ysany • schools • factotes - decks washing of the costing to maximize Bug Stuffs • fences • hotels/motels • warehouses effectiveness. Thus maintained, the Bug Stuff • farm buildings protection should last for the Ilfe of the coating. • A =OR BREAKTNROUGH IN CLEANING TECHNOLOGY! Tm 11 NI icQEOQ‘1r KUTT , Advanced Formula Ideal for Decks, Siding, Fences & Shake Roofs Cleans & Restores Weathered Wood Removes Dirt, Mildew & Algae Stains BIODEGRADABLE • ENVIRONMENTALLY RESPONSIBLE A SAFE ALTERNATIVE TO CHLORINE BLEACH DECK WASHES! Mony deck washes or bteoch -bcsed products, which leave decks with a 'bleached white" look. While effective agdinst mildew stains, they will not remove ground - in dirt, or the surface fibers of wood that have been degroded by the sun. They further break down the wood fibers, causing poor adhesion of future cootings or water repellent. SAFE ON DISCOLORED, WEATHERED WOOD . //BIM 11111 — �. ■.... DEW FENCES WOOD SIDING SHAKE ROOFS w UT The propriety formulation I anon of KRUD KUTTFR DC combines ' powerful, biodegradable ` � d formula surfactants blended with buffered renewing additives, which penetrate deep into the wood fibers to lift off dirt, mildew stains, and other polluionts, and restore the natural Advance rat look to weathered wood. The use of KRUD KUTIER DC also maximizes the adhesion and longevity of future coatings and voter repellents_ arts. S�dr "� GOT KRUD eal for L a, j F ences ►d & Sbok 5 Ueam R Pesf � .�;. Arnm.r� D��. M7dr" GET KR(.ID , I cowitos • 1 GAUOM (3.79 lifers) CAUI�OM' �' � SUPREME CHEMICALS OF GEORGIA, INC - ATLANTA, GA 30076 1-800 466 - 7126 EMAIL: KRUDKUTTER @AOLCOM May -05 -00 14 :ZO supreme chemicals 7705154770 P .02 87/29/1998 12: 7709955985 GOODWIN 0p44 PACE 82 . PAGE 1 OP . • MTt*IAL SAFETY DATA &NCET - :OMPLIts 4IT$ U*OL •APETT AND hEALTH Rl3ULATIONS . (2s CFA 1,10.1200) WOMPOs * *slslssslasss.,P ssst9*W***s ss WW1s. a.•_.*. s * *ssfssaas>ws>lalt*mss- *lnru*il ., 1ECT1ON I : HANURACTURSN .. PRODUCT IOSNTICICAT!ON - • tirMEME IIIINEMS WW1. • : V NS iININGUY IR. * KM O♦17E� flaws 1 1- -r ises` . • DE0K00 11E$ I lmIacIU: iii• =Emits M11,11L ; . timmassssssss: masses* sssssssss*amasssamm***.*I ssimussmsessiner*sisssas *s ss �rs s 'a * SECTION II 1 PHYSICAL DATA =, A) APPEARANCE: MINI WWII E) AM: 12.0.- 13.0 II) SOILING POINT: APPROX. 100 c F) vISCOSITY . SIMILAR TG (s WATER C) FREEZING POINT: APPROX. 0 C i LIGMT SYRVP HEAVY $YRVP 0) PERCENT VOLATILE: /1.64 0) SOLUOILITT IN YIATR • COMPLSTt IN ALL PORTLONs sea esaaassssaslaasals aasas< alsaeassasssss *ssssasasswsissaae nommi suasimarassssssmssassa SICTION III , MASARDOVS ING *tO1ENTS t 1 MATERLAL • S TLV (UNITS) 1 • • ...w� • _ 1 • • � 1 ' ! SLYC 611. ES ; tsss - Ethan • .1 2$ PPM . 1 SODIUM METw$ILICATE PENTANYOR Lsss t1�an 1.2 l0 NG /M3 , r asneaaraaammasssassaiwsassssaasusaasssaassassttsass wassssssasss sssssessaswssssssu KCTION IV , EMERGENCY FIRST AZD PROCEDURE :4 A) INMALATIONZ REMOVE TO FRESH AIR . A) EYE CONTACT: FLUSH Wit's WA'1 * FOR A I'IiNIMUM OP 1S MIN., tr IRP ITATION PERSISTS, CONTACT A PHYSICIAN. •C) SKIN CONTACT/ WASH WITH SOAP ANO WATER. 0) INGESTION & DRINK {.ARGE VOLVME OP WATER r01.40WEO AY DILUTED vINEGAA OR - CITRUS JVICE CONTACT A PM�fhtCIAN. . • 0J /0J 1. -000 1Y. JV V't1V•VJ " 'J r � ..�_ ~` •._ May -05 -00 14:21 supreme chemicals 7705184770 _ P.03 o/!G7 /117o J1 %fit ,•u2,4;004 f , OAGf 2 OF 2 I NMTERIAL SAFETY DATA SHEET REVIsiON s eessoximm lis s s srrssrsssssionsimsssss: sssleximplsssa mmx s eraimaemas*ssstxaimsssasatws SECTION V 3 REACTIVITY • FLAG - EXPLOSION DATA A) pR00UCT (a] IS STABLE ( ] IS NOT sTANLE AND ( ) IS sELF IGNITING . .d) CLASH POINT P METHOD: WATER EASE PRODUCT N/A C) SIRE £XT1NGUISNINO MEDIA ACCEPTABLE! PRODUCT IS NONFLAMMABLE Es) WATER L*) CARBON DIOXIDE (x) FOAM (Y] DRY CHEMICAL D) HAZARDOUS DECOMPOSITION PRODUCTS: HONE €) DOT CATEGORY: NON - HAZARDOUS s*** ***sa astssa$ *** *gists *s**somumuasins* * * * eft *SOH * * * **sss * * **essaiSaaslt *Isms SECTION VI I SPILL 0R LEAK PROCEDURES A) OIKE AND ABSORB SPILL WITH INERT MATERIAL SUCH AS VERMICULITE- TRANSFER TO CONTAINERS FOR DISPOSAL• e) DISPOSE OV WASTE ACCORDING TO FEDERAL, STATE, AND LOCAL REGULATIONS. a *1st m use um*** *mosso * ** *untossas *s! * * *= hillMi nisumalass *summitsss1tussimasss SECTION VII : SPECIAL PROTECTION INFORMATION A) RESPIRATORY PROTECTION: NOT RkQUZRE0 0) VENTILATION$ PROVIDE GENERAL AND LOCAL EXHAUST VENTILATION C) EYE PROTECTION* SAFETY GOGGLES SNOULD •E WORN D) PROTECTIVE GLOVES' RUBBER OA NEOPRENE SHOULD et wORN • E) OTHER PROTECTIVE EOUIPMENTI RUDE* APRON SUGGESTED The date end suggestions afferent are to the bast of our knowlodos cofr.Ct. No warranty or guarantee is •awressed or Implied since the conditions of use era beyond Our control. the information offered is based on our rev.arch and should not be construed es a permission or recommendation to uae Any invention severed br • Went. Technical Data for MOORWOOD - Alkyd Semi - Transparent - �m : • Deck & Siding Stain 070 � A semi- transparent stain formulated to penetrate and protect wood, resist abrasion, A1UORwo011 � *. „.., and beautify wood siding, decks, patios, and furniture. Added life and durability are :40:.4:y-:,:s o ., a 4 given to the finish by color pigments ground into a weather - tested vehicle. Its colors are f M : semi- transparent, allowing the texture and grain of wood to show through. Can be �Y�k 51 in s „ used on new wood including pressure treated lumber, cedar, and redwood, or on X rs< , F k 4 „ Al ' ?. previous applications of stain that have weathered and are porous. For exterior use on ~ `'" - °reAs . :, °” ` shakes, shingles, saw textured lumber, siding, decks, fencing, rafters & beams. Performance Checklist: Quality Finish System Use Applicators Ei Premium ❑ Solid el Alkyd /Oil Ij Exterior el Brush ❑ Superior tEl Semi- ❑ Latex ❑ Interior el Roller ❑ Professional Transparent ❑ Special el Pad ❑ Economy ❑ Transparent el Spray n Product Description ■Resists mildew. Colors Available: A variety of ready -mixed colors and • A water repellent coating. Tinting Base Clear. Package Sizes: Gallons • Scuff resistant. e: 200 —350 ft. (18.5 — 32.5 • Provides protection and color without obscuring grain or ' Coverage: sq. ( sq. meters) per gallon depend- texture of the wood. ing on surface porosity and texture. Be sure to estimate the right amount of paint for the job. This will ensure color uniformity and minimize the dis- • Not recommended for use on abraded or brushed I posal of excess stain. wood, or on previously painted wood unless previous Dry Time: coating has been completely removed. To Service — 24 — 48 hours Allowa 48 hour dry time before hamitue placement on dada. High humidity a cooler temperatures may Oa* drying time. Mil Film Thickness: Wet— Penetrating E>ND Surface Preparation Ory — Minimal Varies wit porosity and texture of substrate. Solids Content** Surfaces to be stained must be clean, dry, and free of dirt, By Weight — 32% By Volume — 31 % mildew, oil, or grease. Remove contaminants or chalky residue from weathered stained surfaces by washing with Typical; may vary by color. Moorwood Multi- Purpose Cleaner & Brightener (063). Previously Weight Per Gallon: painted, stained, or sealed wood can be restoredby sanding or applying Stain — 7.5 Ibs Moorwood Finish Remover (061). • Clear — 7.2 lbs. - CAUTION: Smooth planed lumber, clapboards, or siding must be Viscosity: < 50 KU sanded thoroughly or treated with Moorwood Multi- Purpose Cleaner & Brightener (063) to break the "mill glaze" to allow proper penetration and Flash Point Flammable adhesion. Type /Thinner. Linseed oil / mineral spirits Weathered Wood and Mildew: Prior to staining, weathered wood must See Thinning/Cleanup be sanded or treated with Moorwood Wood Restorer (062), following directions, until a sound surface is obtained (loose or damaged wood fibers removed). If mildew is evident, it must be removed by scrubbing Features &Benefits with Moorwood Wood Restorer (062) prior to staining or it will continue to grow through the fresh coating. It mildew is widespread, the use of power • May be applied to new, pressure treated lumber. wash spray equipment is suggested. Particular attention should be paid to overhead surfaces such as eaves, porch and carport ceilings. • Formulated to penetrate, protect, and beautify wooden decking and furniture. Unweathered areas such as eaves, ceilings, or overhangs must be washed with Moorwood Multi- Purpose Cleaner & Brightener (063) • Added life and durability are given to the finish by color- and /or rinsed with a strong stream from a garden hose to remove stir- permanent pigments ground in a weather tested vehicle. face salts that can interfere with proper adhesion. Moorwood Alkyd Semi - Transparent Deck & Siding Stain (070) Application , •environmental & Safety Information — 1 Mixing of Stain: Stain pigments do not remain in suspension • as in most es of coatings. It is important that immedi ately prior to o use, , th the stair# be thoroughly mixed even though it t Environmental Considerations has been given a mechanical shaking by the dealer. During or mercury. lead use, stir periodically to retain uniformity of color. Prior to staining, ensure Formulated with Formulated without ut lead tochercically reactive solvents. having enough stain boxed or mixed to complete an entire section. This practice is important with standard as well as custom blended colors. Preferred method on siding and deck is by brushing. Roller application Technical Assistance should be done only on rough or textured surfaces. Back brushing is rec- ommend with roller or spray application. Available through your local authorized independent Benjamin Moore & Co. dealer. For the location of the dealer nearest you, call 1-600-826- sid as received in the container, re no thinning necessary. On smooth 2623, see www.benjaminmoore.com, or consult your local Yellow Pages. sidi ng and deck k only 1 coat is recommended. On rough h siding 2 wats. wet on wet, are recommended. To minimize lapping, always maintain a wet edge. On horizontal siding apply the stain on a section of 2 or 3 boards completely across the house. Lower the ladder and continue in Supplementary Information the same manner until the side is completed. Vertical siding is coated using the same principle from top to bottom. Never stop staining in mid- WARNING! Contains: Stoddard Solvent and linseed oil. wall; continue until a natural break is reached, such as a window. On VAPOR HARMFUL. decks apply stain only a few boards at a time keeping the leading edge CAUSES EYE, SKIN, NOSE AND THROAT IRRITATION duet.' NOTICE: Repeated and prolonged exposure to solvents may lead to Refrain from staining in direct hot sun. Do not apply when air and surface permanent brain and nervous system damage. Eye watering, temperatures are below 50 °F (10 °C), nor over damp surfaces or during headaches, nausea, dizziness and loss of coordination are signs that threatening weather. solvent levels are too high. intentional misuse by deliberately concen- Tip—.013 13 Orifice; Fluid Pressure-1,50 —mesh . .006 screen PSI; trating and inhaling the contents may be harmful or fatal. Tip —.013 Orifice; filter -100 mesh .006 screen spacing. Keep away ach e from ap heat ors, spray mist or sanding dust. Avoid contact not breathe act with eyes ath vp y and prolonged or repeated contact with skin. Wear eye protection and • gloves. To avoid breathing vapors or spray mist, open window and doors tnr Thinning /Cleanup g thin. Do not th or use other means to ensure fresh air entry during application and i Thinning of this product will make it non- drying. If you experience eye watering, headaches or dizziness, lir comp increase fresh air or wear a properly fitted vapor /particulate respirator l i compliant under normal regulated environmental eland Clean up with application mineral approved by NIOSH/MSHA for use with paints or leave the area. In all sp rits. in VOC regulted ares. Cl with mineral cases follow respirator manufacturer's directions for respirator use. • spirits. Close container after each use. . Storage: Store in original container. Close container after each use. FIRST AID: If affected by inhalation of vapors or spray mist, remove to Disposal: Do not reuse empty container. Rinse container thoroughly, fresh air. In case of eye contact, flush immediately with plenty of water for securely wrap in several layers of newspaper, and discard in trash. at 15 ter. In case of call a DO NOT induce duce vomiting. thoroughly et ed- with DANGER: RAGS. STEEL WOOL, OR WASTE SOAKED WITH THIS PRODUCT icat help immediately. MAY SPONTANEOUSLY CATCH FIRE IF IMPROPERLY DISCARDED. IMMEDI- chemical, or water fog,.. . ATELY AFTER USE. PLACE RAGS, STEEL WOOL. OR WASTE IN A SEALED IN CASE OF: SPILL FIRE - Absorb foam mi, CO2, ry h and or a er of . speci- WATER-FILLED METAL CONTAINER. fied under Thinning/Cleanup. USE COMPLETELY OR DISPOSE OF PROPERLY. This product con- wnreouswtergtsldertmc�tansystem ®NPG1 tains organic solvents which may cause adverse effects to the environ- ment if handled improperly. Save unused product for touch up purposes Hearth Flammatlrty or household hazardous waste collection program. Dry, empty contain - El ers may be recycled in a can recycling program. Local disposal designated noted emironmen consult agency for sanitation department or state- Reactivity al. [] Pprotecbon g 0- Mininul:4- Seem Hazard c KEEP OUT OF REACH OF CHILDREN - Federal Specifications Material Safety Data Sheets available on request . Generic Equivalent from your servicing dealer. Passes requirements of Federal Specification TT W -572b par 3.7. Your Benjamin Moore dealer really knows stain. Ben Moore - PAINTS BENJAMIN MOORE & CO. MONTVALE, NJ 07645 MANUFACTURING LOCATIONS IN USA. CANADA. & NEW ZEALAND www.benjaminmoore.com •• Printed on Copyright 1998 Benjamin Moore & Ca eErUAMIN MOORS. MOORW000. Moore & -0 -MAT1C are t Recycled Paper M71 07001 — Litho in U.S.A. — 3/98 registered trademarks of Benjamin Moore 8 Co. Ca MATERIAL SAFETY DATA SHEET Rev. O1B For Coating, Resins, and Related Materials NPCA 1 -84 Manufacturer's Name Emergency Telephone No. BENJAMIN MOORE & CO. 800 -424 -9300 (CHEMTREC) 51 CHESTNUT RIDGE RD MONTVALE, NJ 07645 • Date Prepared Last Rev Date Information Telephone No. 12 -15 -97 12 -15 -97 201 - 573 -9600 SECTION I - PRODUCT ID ** HMIS CODE ** PRODUCT: C070 HEALTH: 2* CLASS: SOLVENT THINNED PAINT FLAMMABILITY: 2 NAME: MOORWOOD ALKYD SEMI -TRANS DECK & SIDING STAIN REACTIVITY: 0 COLOR: ALL PERSONAL PROT: ** SARA TITLE 312 ** ACUTE: Y CHRONIC: Y FIRE: Y PRESSURE: N REACTIVITY: N For a complete description of HMIS and an explanation of the PERSONAL PROT: code, see Section XX. SECTION II HAZARDOUS INGREDIENTS INGREDIENT HAZ SARA MAX % CAS 0 TLV PEL STEL CEIL MM Hg Stoddard Solvent Y N 60.0 008052 -41 -3 100 ppm 100 ppm N/E N/E 2.0 0 20 1,2,4 - Trimethylbenzene Y Y 1.1 000095 -63 -6 25 ppm 25 ppm N/E N/E N/A Bentonite Clay Y N 1.7 121888 -66 -2 .1 mg /M3 N/E N/E N/E N/A Ethyl Benzene Y N .1 000100 -41 -4 100 ppm 100 ppm 125 ppm N/E 10 0 20C Talc Y N 7.3 014807 -96 -6 2 mg /M3 2 mg /M3. N/E N/E N/A Methyl Ethyl Ketoxime Y N .1 000096 -29 -7 0.1 ppm N/E N/E N/E 2.0 0 68 C.I. Pigment Yellow 42 Y N 1.2 051274 -00 -1 10 mg /M3 10 mg /M3 lOppm N/E N/A Titanium Dioxide Y N 3.3 013463 -67 -7 10 mg /M3 10 mg /M3 N/E N/E N/A ******************************************** * ** * * * * * * ** * ** * ** * ** * * ** * * * ** ** This product contains one or more reported carcinogens or suspected carcinogens which are noted NTP, IARC, or OSHA -Z in the other limits recommended column. ******************************************** * * * ** * * * * * * * ** ** * * * * ** * * * * * * * ** Note: This product contains pigments which may become a dust nuisance when removed by abrasive blasting, Banding, or grinding. This product may contain small amounts of materials known to the State of California to cause cancer and reproductive harm. SECTION III PHYSICAL DATA BOIL RANGE: 313.0 to 388.0 WT /GL: 7.5 to 7.7 %VOL /VOL: 69.9 to 70.5 EVAPORATION RATE: SLOWER THAN ETHER VAPOR DENSITY: HEAVIER THAN AIR - SECTION IV FIRE AND EXPLOSION HAZARD DATA D.O.T. FLAMMABILITY CLASS.: COMBUSTIBLE FLASH POINT: 107 F PMCC LEL %: 1.0 EXTINGUISHING MEDIA: FOAM CO2 DRY CHEMICAL WATER FOG UNUSUAL FIRE AND EXPLOSION HAZARDS: Toxic gases may form when product burns. Closed containers may burst if exposed to extreme heat or fire. SPECIAL FIRE FIGHTING PROCEDURES: M.S.D.S for C070 Page 2 Cool exposed containers with water. Use self- contained breathing apparatus. Do not use water stream on burning liquid. Use self- contained breathing apparatus. SECTION V HEALTH HAZARD DATA EFFECTS OF OVEREXPOSURE - ACUTE: Inhalation - Harmful if inhaled. May affect the brain or nervous system causing dizziness, headache or nausea. Contact - Causes eye irritation. Contact - Causes skin irritation. Skin Absorption - Hazardous ingredients contained in this product have the capacity to be absorbed through the skin in sufficient quantities to cause systemic toxicity. See Safe Handling and Use Information (Section VIII). Ingestion - Irritation of the digestive tract and nervous system depressio: (drowsiness, dizziness, lose of coordination and fatigue). Aspiration Hazard - This material can enter lungs during swallowing or vomiting and cause lung inflammation and damage. EFFECTS OF OVEREXPOSURE - CHRONIC: Skin Contact - Prolonged or repeated exposure may cause dermititls. Contains: Ethyl Benzene which has been shown to cause cancer in male rate. Inhalation - Irritating to respiratory tract. Contains Methyl Ethyl Ketoxime (MEKO) which has been identified as a potential animal liver carcinogen. Currently, MEKO is not listed as a potential carcinogen by IARC, NTP or OSHA. NOTICE: Reports have associated permanent brain and nervous system damage with repeated, prolonged overexposure to solvents among persons engaged in the painting trade. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: None expected when used in accordance with Safe Handling and Use Information (Section VIII). PRIMARY ROUTE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDURES : Inhalation - Remove from hazard area, maintain breathing, call physician. Skin Contact - Remove with soap and water. Eye Contact - Flush immediately with large amounts of water. Call physician Ingestion - Drink 1 or 2 glaesee of water to dilute. DO NOT induce vomiting. Call physician. SECTION VI REACTIVITY DATA STABILITY: STABLE HAZARDOUS POLYMERIZATION WILL NOT OCCUR HAZARDOUS DECOMPOSITION PRODUCTS: Burning may produce carbon dioxide and carbon monoxide. CONDITIONS TO AVOID: Elevated temperatures and build up of vapors INCOMPATABILITY (MATERIALS TO AVOID): None reasonably foreseeable. SECTION VII SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Remove all sources of ignition. Avoid breathing vapors. Use non - sparking tools to return materials to container. Absorb residue with Fullers earth. WASTE DISPOSAL METHOD: Conventional procedures in compliance with local, state and federal regulations. Do not incinerate sealed containers. SECTION VIII SAFE HANDLING AND USE INFORiIATION RESPIRATORY PROTECTION: Wear a properly fitted vapor /particulate approved by NIOSH /MSHA for use with paints (TC -23C) during application or sanding and until all vapors and spray mist are exhausted. In confined spaces or in situations where continuous spray operations are typical, or if proper respirator fit is not possible, wear a positive- pressure, supplied air respirator (NIOSH /MSHA TC -19C). VENTILATION: Adequate to maintain working atmosphere below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentraitons). Mechanical exhaust may be required in confined areas. Discharge exhaust only in area away from ignition sources. PROTECTIVE GLOVES: Solvent impermeable gloves are required. EYE PROTECTION : Splash goggles or safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Clothing adequate to protect skin. HYGIENIC PRACTICES: Remove and wash clothing before reuse. Wash hands before eating, smoking M.S.D.S for C070 Page 3 or using the washroom. SECTION IX SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Combustible - Keep away from heat and flame OTHER PRECAUTIONS : Use only with adequate ventilation. Avoid prolonged contact with skin and breathing of vapor spray mist or sanding dust. Close container after each use. Keep out of reach of children. Do not take internally. DANGER - Rags, steel wool or waste soaked with this product may catch fire spontaneously if improperly discarded. Immediately after use, place rags, steel wool or waste in a sealed water - filled metal container. SECTION XX HMIS (Hazardous Materials Identicifation System)(R) NPCA HMIS is a recognized workplace Hazard Communications System as required by OSHA (40 CFR 1910.1200). Information on establishing a compliant hazardous communication program using HMIS is available from: American Labelmark Co., Inc., Labelmaster Division 5724 N. Pulaski Rd., Chicago, IL 60646 1 -800- 621 -5808 The ratings assigned by Benjamin Moore & Co. are only suggested ratings; the contractor /employer has ultimate responsibility for HMIS rating where this system is used. PERSONAL PROTECTION: This code is left blank on Benjamin Moore & Co. MSDS's as it depends on application technique and the workplace ventilation. Please read Sections II through IX of this MSDS before deciding on appro- priate protective equipment and beginning work. There are codes available for this section which can be obtained from Labelmaster. This product contains at least one toxic chemical listed in Section II that is subject to the reporting requirements of section 313 of the Emergency Planning and Community Right -To -Know Act of 1986 and 40 CFR 372. DISCLAIMER The information contained herein is presented in good faith and believed to be accurate as of the effective date shown above. This information is furnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information from all sources to assure proper use of these materials and the safety and health of employees. Any use of this data and information must be determined by the user to be in accordance with applicable federal, state and local laws and regulations. 05/08/2000 07:08 6416709 DUVraL PAINT AND DEC PAGE 02 MAY. -05' 00 (FRI) 15:31 GUARDSMAN PRODUCTS TEL:616 - 285 - 7870 P. 002 GUARDSMAN PRODUCTS, INC. Atlanta Sundries Division BUG STUFF Bug Stuff is an EPA approved paint insecticide developed to be added to exterior paints, stains or preservatives to control flying and crawling insects on exterior surfaces. The active ingredient in Bug Stuff is diazinon. Diazinon is widely used throughout the United States to control insects on lawns, gardens and shrubs. Bug Stuff is simply mixed into the paint, slain or preservative and applied to any exterior surface. Then, when an Insect crawls on one of these surfaces, the insecticide is quickly absorbed Into their body through their "pods" ar feet and they die. It is perfect to use around woods or lakes where bugs are very prevalent. Since paint insecticide is still a fairly new concept to many customers, just the • name alone and the creative packaging are helpful to explain almost Immediately to the customer what the product is. The one gallon treatment of Bug Stuff can be peg hooked or clip stripped which makes it easy to merchandise. It also comes in a 5 gallon treatment bottle. Both sizes come with child -proof caps. PRODUCT USES Bug Stuff can be uSed in several different types of coatings including: Paint Stain Preservatives Bug Stuff is perfect to use on these applications: Homes Commercial Buildings Barns Decks Fences Animal Houses Docks on takes Patios 12 05/08/2000 07:08 6416709 DUVAL VAIN! ANV VtL rr-�a� MAY. - 0S'00(PRI) 15:31 GUARDSMAN PRODUCTS TEL:616 -285 -7870 P.003 CAUTIONS There are a few cautions to keep in mind when using Bug Stuff : 1. For Exterior Use Only Do not use inside the home 2. Avoid getting on your skin If you should getit on your skin, wash off immediately 3. Wash exterior surfaces yearly Dirt, soot, grease, pollen and other airborne contaminants can adhere to the coated surfaces acting to insulate the insects from contact with the insecticide. We recommend a yearly washing of the coating to maximize Bug Stuffs effectiveness. If maintained, the Bug Stuff should last for the life of the coating. POINT OF PURCHASE MATERIALS There are a few items available to you at no charge to aid in selling: • Bug Stuff brochures • Bug Stuff buttons • Bug Stuff catalog sheets 13 05/08/2000 07 :08 6416709 UUWHl.. rHlril HIVU UCI, r n,a� v, MAY -05' 00 (FRI) 15:32 GUARDSMAN PRODUCTS TEL: 616-285 -7870 P. 005 • • WHAT IS BUG STUFF? HOW DOES Bug Stuff is an EPA approved paint Insecticide BUG STUFF WORK? designed to be added to exterior palms, stains, Bug Scutt Is formulated to kill soon actor the bugs and preservatives to control flying and crawling come In contact with the paint or stain. Bugs Insects on exterior surfaces. absorb the insecticide into their systems through The active ingredient is diazinon, widoly used their feet, throughout the us, to control Insects on fawns. WILL IT ALTER gardens, and shrubs. biazinon was originally THE PAINT OR STAIN? registered with ills EPA over 31 years ago and Mixed thoroughly with the paint or stain Bug has proven to be a very effective insecticide. Stun will not change the characteristics of the WHY DO WE coating. You won't be able to smell it or see it. NEED BUG STUFF? WHAT INSECTS While no one oan or should want to till all WILL IT WORK ON'? the insects in the world. insects do "dirty up" • flies • ants •earwigs •ohlggers our attractively painted homes with cobwebs • mosquitoos • ticks • fleas • mites and nests. • boxelder bugs • spiders 'silverfish Adding Bug Stuff to exterior coatings can add IS IT HARMFUL TO years to the beauty of our homes by HUMANS OR PETS'. discouraging these me visitors. Moreover it follows that it they aren't nesting in our houses Once mixed with the paint Bug Stuff is not we're less likely to be their next stinging or considered to be harmful to humans or pets biting victim. that Come into oontact■ith It It does not however WHERE CAN change any harmful effects the paint itself BUG STUFF BE USED? may contain. Bug Stuff is designed for exterior use only in HOW LONG WILL IT LAST? latex paints, oil based paints or stairs, sealers Dirt, soot, grease, pollen and other airborne or preservatives. contaminates can adhere to the coated surfaces acting to insulate the insects from contact with • homes • office buildings • theatres the Insecticide. We recommend a yearly • schools • factories • decks washing of the costing to maximize Bug Stutrs • fences • hotels/motels • warehouses effectiveness. Thus maintained, the Bu Stuff • farm buildings protection should last for the Ille of the coating. • • • R BREAKTHROUGH IN A til�Att/O CLEANING TECNNOLOGY' rM , . : D 0 0 11\ to., s ,o‘s0, voilo K UIT D , Advanced Formula Ideal for Decks, Siding, Fences & Shake Roofs Cleans & Restores Weathered Wood Removes Dirt, Mildew & Algae Stains BIODEGRADABLE • ENVIRONMENTALLY RESPONSIBLE Ili A SAFE ALTERNATIVE TO CHLORINE BLEACH DECK WASHES! Many deck washes or bleach - bcsed products, which have decks with a 'bleached while" look. While effective agdtnst mildew stains, they will not remove ground- in dirt, or the surface fibers of wood that hove been degraded by the sun. They further break down the wood fibers, causing poor adhesion of future coatings or water repellent. Y, , SAFE - FAST EFFECTIVE ON DISCOLORED, WEATHERED WOOD , _ . /NM 111 11111 OD SIDING SHARE ROOfS DEW FENCES WQ UTT� propriety The formulation of 1tRUD NUTTER DC combines powerful, biodegradable 1 surfactants blended with buffered renewing additives, which penetrate deep into the wood fibers to lift off dirt, mildew stains, and other pollutants, and restore the natural look to weathered wood. The use of MUD KUTTER DC also maximizes Advanced formula muto , the adhesion and longevity of future coatings and water repellents_ !deal for bcrks, Sidin9� GO KRUD i.:^ y F enc es & :10.kaCoR:1.04eS ... Uee R pisrM" 54,10 �` 4 �'• An.e� D�.� � GET KRLID I(nL, CO�+tFNTS I G AI LOM (3.79lUsrs) CAUTION �. -. SUPREME CHEMICALS OF GEORGIA, INC 7 ATLANTA, GA 30076 1 EMAIL: KRUDKUTTER @AOL.COM May-05-00 14 :ZO supreme chemicals 7705184770 P.02 87/29/1998 12: 7789955985 . GOODWIN CD�ANY PAGE 82 r . • PAOG 1 OP _ Z _ ' . • * dam` _ . . . • �t .. _ . attnzAt. SAFETY DATA $$EET - ;OM►LIt5 WITH VSOL sAI'!TY AND HEALTH Rl3ULATIONS. (SI CFA 1110.1200) . t ssss* saszsssasassss ssnOsaMO**maasasssusssssassi ww.**sss ssssarassssa** * w*0►ass' , 1EC?ION 1 : MANUPACtuAle�! . • • PRODUCT ID6NTIFIDATION - •. • SVPIONMMICALSorill . 98511111111Y81. * KIND It IMI ' .: 121;T1l4111 -1125 DEOK OWNER immu 8,455-$124 lit11 TN ; $I 18 ' . 4 IRasl assissSSSass ssssss *sssslSlss=sssssssssssssl OSIMII PUMIKS .ssss *ssasrs ISMIsSSfrsp SECTION II I PHYSICAL DATA ;a A ) APPLARN'CE : CLEAR LIDYIN Z) pH: 12.0 .- 13.0 Q) OD/LING POINT: APPROX. 100 C P) VISCOSITY. SIMILAR TG' (s WATER C) FREEZING POINT; APPROX. 0 C [ LIGHT S YRUP HEAVY SYRUP - 0) PERCENT VOLATILE: /1.64 0) SOLUBILITY IN WATER: . COMPLETE iN ALL PORTLONS Sum nas+ aasslgilfsa! #!mallmmaeS**asuasamiil=1ssawmam sisssmso7uta1*mmi=ssemwwwwwas SECTION /II : MAZARDOVS INa *IOIENTS .. .. c M ATERIAL. a R ; TL V (UNLTS ) . . i 6L,YCOL ETHER Ee i Less .Lhon 6.0 2S PPM la • SODIUM METASILICATE PTANTAMYdp LASS than 1.2 10 M8 /M3 w ' OINWI subssaswllissssassuwsssssssssa sAA* 01SSasasASOlssss *sOssssassasssssssax I CT1ON LV : EMERGENCY FIRST A/D PAOCEDURE 4 i A) INHALATION' REMOVE TO PREP' AIR . 5) EYE CONTACT: FL.USW WZts WATER FOR A mINLMUM OP 18 atm., tP IRPITATZON PtR$ISTS, CONTACT A PMYtiC1Ah. - • G) SK LM CONTACT' WAsM w1,714 SOAP AND WATER. 0) INGCSTXO*t DRINK VARGt VOLUME OP WATER rCLLOWCO PY OILUTEO VINEGAR OR CITRUS .7V/CE. CONTACT A PHhhtCIAN. - ....._� VJ/ UJ /.-VVU lY. JV VYiViVJ ' ' I .r�� r��i� ,.�_ r, ~ � VJ May -05 -00 14:21 supreme chemicals 7705184770 _ P.03 vrrc5ii7�n at: Or ,,V274:.+,1);) J•A ∎N•. a•' vim r+•• PAGE 2 OF 2 I MAT[RIAL SAFETY DATA SHEET REVISION #ssuomm loss meeseelewwsa##* s#*## rtseess sss e emesssrss *ee *stssr#esesergesu es SECTION V 1 REACTIVITY • FIRE - EXPLOSION pATA A) PRODUCT (ti) IS STABLE ( 3 Is NOT STAPLE AND ( 3 Id SELF IGNITING Al) PLAIN POINT P METHOD: WATER EASE PRODUCT N/A C) rift EXTINGuISNING MEDIA ACCEPTABLE: PRODUCT IS NONFLAMMABLE ( %) WATER Ex) CARBON DIOXIDE (x3 FOAMU ('3 DRY CHEMICAL 0) NAZAROOUS DECOMPOSITION PRODUCTS: NONE E) ' 00T CATEGORY NON - HAZARDOUS mastse ses esessssameeessasss ,es:assssasss ass* aarsss * r s e:ss ## **esssasmeas#assr'es ttCtION v1 t SPILL OA LEAK PROCEDURES A) DIKE AND ABSORB SPILL WITH INERT MATERIAL SUCH AS VERMICULITE. TRANSFER TO CONTAINEAS FOR DISPOSAL. e) DISPOSE Or WASTE ACCORDING TO FEDERAL. STATE, AND LOCAL, REGULATIONS. M e * **ss **sss #s *eeemea# seas!/ s*a rseeem en s asessaaaas #essressssasesssssa# SECTION VII 1 SPECIAL PROTECTION INFORMATION A) RESPIRATORY PROTECTION: NOT Rkouz*io 0) VCNTILATIONs VROVIOE GENERAL AND LOCAL EXHAUST VENTILATION C) Eve PROTECTION; SAFETY 006GLES 5NOULD PE WORN D) PROTECT/YE GLOMS RUBBER OR NEOPRENE SHOULD BE WORN • E) OTHER PROTECTIVE EQUIPMENT: RUOSER APRON SUGGESTED The date and suasiostIone off *rod are to tb. best of our knowl*dpe corrsCt. No warranty or guarantee is searessad or imPlled sines the Cetdition3 of use are bsrond Our control. TM information offered is based on out res *arch and should not be aenstrued ea a permission or recommendation to use any invention ceversd br • PIt.ns.. s:wis. :,. CITY OF r'i/aatic eae 4 71 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 J FAX (904) 247 -5805 MEM * - A`RIDUM April 24, 1996 To: Public Safety Building Addition File From: Don C. Ford, Building Official Re: Pre - construction Conference April 11, 1996 A Public Safety Pre - construction Conference was held on April 11, 1996. Present at the meeting were: Don C. Ford, City of Atlantic Beach John Ruley, Fire Department David Thompson, Police Department Ron Van Dyke of Harrell Construction. The following items will be addressed by Harrell Construction in the design of the addition to the Public Safety Building: 1. Reductiion of Bathroom #1 (Admin) to approximately 8 -feet x 7 -feet; 2. Tile for Bath #1 will extend 6 -feet up walls; 3. Tile for Bath #2 will extend 6 -feet up walls; 4. Showers in Bath #2 will be full cereamic tile; 5. Hallways may require carpet due to rough surfaces; 6. Add air handler closets to kitchen /dining area; 7. Add pantry closets instead of cabinets; 8. LP Gas Stove; 9. Add dormer /vent to east elevation; 10. Eliminate single hung door in masonry wall; 11. Align double doors kitchen entry; 12. Ron Van Dyke will discuss legal issues of contract with Alan Jensen. DCF /pah cc: City Manager Ron Van Dyke David Thompson John Ruley ' '' "i CITY OF Aft/do gead - 74pa a • 800 SEMINOLE ROAD __ ATLANTIC BEACH, FLORIDA 32233 -5445 K/ TELEPHONE (904) 247-5800 .� ; _�� FAX (904) 247 -5805 MEIVI'Q"I 1 DUM April 24, 1996 To: Public Safety Building Addition File From: Don C. Ford, Building Official Re: Pre - construction Conference April 17, 1996 A Public Safety Pre - construction Conference was held on April 17, 1996. Present at the meeting were: Don C. Ford, City of Atlantic Beach John Ruley, Fire Department David Thompson, Police Department Ron Van Dyke of Harrell Construction John McCayhey of Harrell Construction The following items will be addressed by Harrell Construction in the design of the addition to the Public Safety Building: 1. Change double door from fire bay to sleeping quarters to single hung; 2. Keep interior single hung door next to west fire bay doors; 3. Add door to sleeping quarters bedroom; 4. Keep air - handler next to dining area; 5. Review possibility of three refrigerators instead of three pantry; 6. Add door to medical supply room; 7. Ron VanDyke will contact Ellis & Assoc. To reveiw soil condition per test pits; 8. LP Gas Stove; 9. Ron VanDyke will get letter from Harrell approving City Attorney's concerns in contract. The following items will be addressed by the City of Atlantic Beach: 1. Review possibility of three refrigerators instead of three pantrys; 2. City will remove trees/fire hydrant; 3. City will bid sprinklers. DCF /pah cc: City Manager Ron Van Dyke David Thompson John Ruley HAP, -15 -1996 11 :17 HARRELL CONST CO 904 262 3414 P.01/01 tip HARRELL CONSTRUCTION COMPANY INC. ___________ _________ March 15, /996 City of Atlantic Beach 600 Seminole Road Atlantic Beach, Florida 32233 Attn: Joan LaVake Purchasing Agent Re: Bid No. 95% -6 Design /Build construction of addition to Public Safety Building Dear Ms, LaVake, This letter is in response to the request of the City Commissioners for estimated cost of foundation pilings for the new Public Safety Building Addition, should they be required_ Cost to install foundation pilings is estimated to be *14,000.00. As we do not have soil borings for this specific location, we have assumed for budget purposes a requirement of twenty (20) 25' wood pilings. • As this addition in similar to residential construction, we feel any requirement for foundation stabilization could be accomplished by design of the stem well or monolithic foundation. We trust this will provide you with the information you require. Sincerely yours, Harrell Construction Company, Inc. f eWake.01194.~ Ron Van Dyke Project Manager • 3948 Sunbeam Road, Suite 8 • Jacksonville, Florida 32257 • (904) 268-5518 • Fr.-ix (904) 262- 3414 tar HARRELL CONSTRUCTION COMPANY, INC. March 28, 1996 . City of Atlantic Beach X1996 b 800 Seminole Road r�,A 2 Atlantic Beach, Florida 32233 � Attn: Mr. Don Ford u ,1��Q a(�� Building Official 1 b Re: Public Safety Building Addition Dear Mr. Ford, Harrell Construction Company, Inc. is very pleased to have been awarded the contract to construct a Design /Build addition to your Public Safety Building. The following are allowances provided in our Design /Build proposal and include material, taxes and installation: 1. Kitchen cabinets $3,500.00 2. Bathroom vanities & tops $1.050.00 3. Kitchen Appliances $1,500.00 4. Carpet & vinyl base per sq. yd. $ 15.00 5. Vinyl tile & vinyl base per sq. ft. $ 1.35 5. Lockers $5,065.00 Specifications, samples & product information will be submitted to the City for approval of the above allowance items. Thank you for choosing Harrell Construction to design and build your new facility. We are proud of your choice and are committed to providing the highest level of service. Sincerely yours Harrell Construction Co., Inc. k) v CL44L Ron Van Dyke Project Manager 3948 Sunbeam Road, Suite 8 • Jacksonville, Florida 32257 • (904) 268 -5518 • Fax (904) 262 -3414 tor HARRELL CONSTRUCTION COMPANY, INC. April 22, 1996 Mr, Don C. Ford Building Official 2 4 1996 City of Atlantic Beach 800 Seminole Road Building and Zoning Atlantic Beach, Florida 32233 Re: Contract for Public Safety Building Dear Mr. Ford: This letter is in response to Mr. Alan Jensen's letter of April 19th. As requested, we are responding to Mr. Jensen's items 1 thru 4. As to item one: the city will be provided with copies as required for any reason other than to re-build this facility. This clause is found in all design agreements to protect the designer from an owner re-using his documents without compensation. We do not see any problem in furnishing you necessary documents. As to item two: we have agreed to a fixed budget for design and construction, based upon the scope information distributed by the city to all bidders. Unless the scope of work changes or some unforeseen condition arises, the use of contingencies would be unnecessary from our view. However, if you would like us to include fees, we will be happy to accommodate. As to item three: it is stated in the agreement that Harrell Construction Co., Inc. can rely on the accuracy of information provided by the owner. If the information is incorrect, then the owner will bare the of costs to rectify any additional work that would be required. As to item four: we are not sure of the procedures under the National Arbitration Act. Therefore, we are not able to clarify Mr. Jensen's question as to obligation for attorney fees. We are comfortable in moving forward under these terms, and would suggest that you instruct Mr. Jensen to research this matter to your satisfaction. 3948 Sunbeam Road, Suite 8 • Jacksonville, Florida 32257 • (904) 268-5518 • Fax (904) 262-3414 os i v P;;.1\:)L-4.4 di ,ilh-t d Zonino. wa. ''' •„,: j ,f 1 . 4 A : _. ,„ „. 4 y ;'-; 6 4 199 di April 22, 1996 iV al E Mr. Don Ford - Public Safety Building 0 Page 2 I hope that this letter will satisfy any remaining questions you have of us. If additional information is required, please feel free to call or write me at your convenience. I '!4gards, "1' I I ■III clenis L. Harrell, Jr. President /s/ cc; Mr. Alan Jensen Mr. Ron VanDyke File 1 ■ • CITY OF iitieuteie 'e tyuda 4 800 SEMINOLE ROAD 1 — — - ATLANTIC BEACH, FLORIDA 32233 -5445 N HS TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 January 16, 1996 TO: Attached list of those in attendance at the pre -bid conference regarding the Public Safety Building design /construction and renovation. FROM: Joan LaVake, Purchasing Agent The following subjects were discussed at the above pre -bid conference, and decisions regarding these subjects, together with copies of requested City documents, follow. 1. Update on soil borings? ATTACHED 2. Tree removal? TO BE DONE BY CITY 3. Underground utility plan? ATTACHED 4. Plans and elevations? ATTACHED 5. Copy of Invitation to Bid? ATTACHED 6. Specs and finish schedule? ATTACHED 7. Sprinkling? ON NEW CONSTRUCTION ONLY 8. Conduit (computers, intercom, etc)? ATTACHED, ON "INTERIOR FINISH" 9. List of attendees at pre -bid? ATTACHED Questions and answers period ends at 4:30 PM, Monday, February 26, 1996. If you have further questions, please direct them to me at (904) 247 -5818 prior to February 26, 1996, in order that the answers may be provided in writing to all in attendance at the pre -bid conference. PRE -BID CONFERENCE - PUBLIC SAFETY PROJECT - JANUARY 11, 1996 REGISTRATION SHEET 0. R. Dicky Smith & Company JCS Industries, Inc. 2051 Art Museum Drive 1735 North Lane Avenue Jacksonville, FL 32207 Jacksonville, FL 32254 Jim Wall and Dicky Smith Robert Johnson, Jr. Phone 645 -7140 Phone: 781 -7777 FAX 642 -6657 FAX: 781 -7710 Nooney Construction Co., Inc. R. W. Maker-:son, Jr., P.E. 445 -26 State Road 13 8111 Old Kings Road Suite 314 Jacksonville, FL Jacksonville, FL 32259 R. W. Makemson, Jr. Rick Nooney Phone. 398 -7817 Phone 287 -4161 FAX 733 -8854 FAX 287 -1412 David Builders Harrell Construction Company 9555 Sunbeam Center Drive 39485 Sunbeam Road #B Jacksonville, FL 32257 Jacksonville, FL 32257 Danny Sims Ron Van Dyke Phone: 886 -9232 Phone: 268 -5518 FAX: 886 -9235 FAX 262 -3414 Terry Yake Enterprises Ashton Construction 3649 Highway 17 South 3115 Leon Road Suite #4 Jacksonville, FL 32246 Orange Park, FL 32023 Dale Devine Phone: ? Phone 642 -2378 FAX (904) 264 -7664 FAX 646-9375 The Inspection Group, Inc. 372 Ahern Street Atlantic Beach, FL 32233 John Pearson Phone: 241 -1300 FAX 241-4243 Asset Builders. Inc. 1636 Shawdowood Lane #130 Jacksonville, FL 32207 Jeff Scharf Phone: 390 -0920 FAX 390 - -0921 TELEPHONE 641 -2311 AREA CODE 904 Jacksonville Engineering Order No. 86 -304 & Testing Co. August 5, 1986 PRO E a 3110 Desalvo Road, Jacksonville, Florida 32216 D N� B Gee & Jenson V�C 2 8 tg87 Engineers, Architects 1 r) 101 Century 21 Drive - Suite 215 � .?` Jacksonville, Florida 32216 By Soils Foundation Investigation City of Atlantic Beach Public Safety Building Atlantic Beach, Florida Gentlemen: This report contains the results of a subsoil investigation made at the subject site. The scope of the investigation includes the drilling of soil test borings and an analysis to evaluate foundation conditions. SOIL BORINGS Three 40 -foot Soil Test Borings and two 5-foot Auger Borings were made at locations shown on the attached plan. In the Soil Test Borings, in accordance with ASTM Specification D1586 -67, Standard Penetration Tests were made in each soil stratum and at intervals of depths of not more than 5.0 feet apart. Samples of the subsoils were obtained by means of driving a 1 1/2 inch split spoon sampler into undisturbed soil by means of a 140 pound drop weight hammer freely falling 30 inches. The penetration resistance was determined by the number of blows required to drive the sampler one foot into the soil. The penetration resistance appears on the enclosed boring logs. Recovered soil samples were visually classified in the field and sealed in glass jars. Unless otherwise requested,.these samples will be retained in the laboratory for a period of six months. • WORKING WITH INDUSTRY TO IMPROVE STANDARDS OF OUALITY [JJ TELEPHONE 641 -2311 AREA CODE 904 Jacksonville Engineering Order No. 86 -304 & Testing Co. Page No. Two 3110 Desalvo Road, Jacksonville, Florida 32216 SOIL CONDITIONS Fill was encountered from existing grade to depths of 6.0 to 8.5 feet which consisted of sand, wood, roots, metal, glass, rocks and organic material. Beneath this, firm to very dense fine sands were then encountered to depths of 16.5 to 17.5 feet, underlain by loose to firm fine sand containing some silt to 26.5 feet. Firm to loose silty sand and clayey sands with pockets of soft sandy clay were then found to the final boring depth of 40 feet. At the time the borings were made the ground water level was 3.0 to 4.0 feet below existing grade. This level will fluctuate as to variations in rainfall and runoff. Detailed logs of the borings are attached. Terms used on the logs to describe the density of the sands and the consistency of the clays are defined below: Sands Term Approx. Z Max. Density * Loose Less than 90 Firm 90 -'94 Dense 94 - 98 Very Dense Over 98 * As determined by ASTM Specification D -1557 or AASHTO T -180. Figure 1 is a chart relating penetration resistance, overburden pressure and density. The chart is applicable only to poorly graded sands having subrounded to subangular grains and little or no fines. Better graded or more angular sands would have higher blow counts at any given percent of maximum density. WORKING WITH INDUSTRY TO IMPROVE STANDARDS OF OUALITY TELEPHONE 641 -2311 : T Jac sonville Engineering Order No. 8 & Testing Co. Page No. Three 3110 Desalvo Road, Jacksonville, Florida 32216 SOIL CONDITIONS (CONTINUED) Clays Term Approx. Shearing Strength (T /sf) ** Very Soft Less than 0.15 Soft .15 - .30 Medium .30 - .60 Stiff .60 - 1.20 Very Stiff 1.20 - 2.25 Hard Over 2.25 ** Taken from the penetration resistance. EARTHWORK The existing trash fill, 6.0 to 8.5 feet thick, should be excavated beneath and to a distance of 10 feet outside the exterior wall of the proposed building. The excavations should then be backfilled in layers with clean sand and compacted to at least 95 percent of the maximum density as determined by ASTM - Specification D -1557. Some dewatering will be required during stripping and filling of the site. Backfill of utility trenches and other excavations in the building and pavement areas should also be compacted to 95 percent of maximum density. In lieu of stripping all the trash beneath the pavements, consideration may be given to stripping only 4.0 feet with the knowledge that some leveling courses may be required in the future. WORKING WITH INDUSTRY TO IMPROVE STANDARDS OF OUALITY ETf TEl fi'rK)N[ Gat -�;tt t T Jacksonville En gineer1Il O rder No. `6 -304 & Testing Co. Page No. rout 3110 Desalvo Road. Jac1e ;ortvrlle. Florida 32216 FOUNDATION ANALYSIS The following rec_ommenrl:lt ions were evaluated from the penetration resistance (blows per fowl of the split spoon sampler which is an indication of the strength of the subsoils tasted in the borings. For conditions as outlined in the Earthwork Section, an allowable soil pressure of 2500 pounds per square foot is recommended for footings placed at least 1.5 feet below the lowest adjacent finished grade. 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JI rl i ---"-• .:---.---- /` 9's J a►►, • O •�,Z c� .:11 .: , x 11 P Z P ' S4 y• -, L.'''. iii am 1 \\ 0 t e0. • . �� t: �I \ . • ; 1 ` 4 • — •• . l� ;�' 1 • A. • • ■ • '1 , \ . . - ..' ''''.. I 1 • , \\"•• .... . ' . • -0 c. 4 . t. vt Ad e. • \ ! \4. • .m i I I I 1 F T •••-.... t \ 441. ' . ". I ' ?A. :1 0. \ • : • .. 4 i 1, 1 I / ,\,\\ „ IL. •., . , \. • on \ — / 1' z \ . - ,, 1 ' � / ill \ 't J • �► . 1\ • — ' t \ I <<t \ f 1 � . s l l W 1 «f \ --- s 1 I; I o \ - .. ... \ , \ %i -- � - 7c. ja 1 i� ale A, \ e' I � V 1 1 j 1 • — -- t ...4\ ', . \ . . * t ' \ '' • \ ---•—• • — .... JACKSONVILLE ENGINEERING & Tt 5TI1•J(_. Co LOG OF BORING JOB NO 86 -304 PPO,rc; of Atlantic Beach Public Safety Building DATE 7 -31-86 Gee & Jenson, Engineers, Architects 'I i1NT...___ _ _ GROUND ELEv B -1 W. A. Royal & Crew 3.0' 1lr;WINC. Si, FIELD ( n(W -- WATER LEVEL S A.. iI( STwAt II U.. OC►r rCCT rwo•. TO 0(•164 • r((T '!!lows OCo'.. rnol. To •(n �" VISUAL $OIL CLASSIFICATION roor 'Cc' 0 Ground Surface 1 0.5 1.5 0.0 4.0 8 I -` 111111111111 1 2 I Firm Dark Brown Silty Fine Sand With Some 2 2.5 3.5 0.0 4.0 6 ' I Organic Material 11111111 1 3 4.5 5.5 4.0 8.5 1 ' 1 I : i 4 6.5 7.5 4.0 8.5 1 ' • Loose Dark Brown Silty Fine Sand With Trash, I -- Ming 8 Gl and Wood (WET) I I 9I 5 9.0 10.0 8.5 12.0 7 - -- 10 ; Firm Dark Brown Fine Sand • I 1 2 I ----111111.11 13 - 14 6 14.0 15.0 12.0 17.5 9 1 Firm Brown Fine Sand With Dark Brown Fine -��-� 16 ' 17 Sand Layer I 1 -_-- 18 ' -__--- , 9 1 7 19.0 20.0 17.5 26.5 7 I 20 1111111111111 1 21 1 -- -- ' 23 22 11 , Firm to Loose Greenish -Brown Fine Sand 1 24 1 8 24.0 25.0 17.5 26.5 3 ' I 25 11111 26.5 28.0 I ,8 ' Soft Blueish -Gray Sandy Clay 1 29 1 Firm to Loose Blueish -Gra Fine Sand-With 9 29.0 30.0 28.0 40.0 11 I Y d ith She 3o �l • .....r• 0. 4 Or ..• l +. • ..r(. 0.0 )O .M 040...0410 •O 0.... 1 •.r.l.. 0..6 root Page 1 of 2 JAGKSOPNVILLL f.NG■NE_Ubf,NC; 8, TES7ir�G co. LOG OF E3ORING Joe ND. _ 86 -304 PROJECT' City of Atlantic Beach Public Safety Building Darr 7 -31 -86 CLIENT Gee & Jenson, Engineers, Architects GROUND Clt'. eeWING No B-1 lnlo catty W. A. Ro & Cr t -- WATER lt.t� SAM•iC STw•tv.,.. SAYPLC ow.. " •tcl OCOT.. . •CCT '!llflwS OCV••• *Ca IN VISUAL SOIL CIASSIFIZA i IJN ..O •w0.. TO •. w0.. TO • DOT 'if • -- ---f 3 30 , S- MI 32 I 1 3 1 3• 10 34.0 35.0 28.0 40.0 4 1 • -- -- � 3• ; Firm to Loose Blueish -Gray Sand With Trace of Shell 1 37 I 1 3 I -- �� 1 11 39.0 40.0 28.0 40.0 5 MUM 4, 1 End of Boring 111111�1 4 1 --� 43 lignm oill 4 1 1 4. 1 • • 1 4: il 14.i ��I 5 • 1 51 -- 5 2 �5 1 1 1 55 1 . 1 56 S, i ��I 111111 1 59 1 1 60 1 •..-•t• •• •10..• OI .M l• w•....•., O *0•..113 )O .w w(* .)O •0 01...1 • )Ar *4,11• 0_111 •00, Page 2 of 2 J•ACKsoNvit C CNGIrvEE:RthiGG a TEST:rdG CO LOG OF BORING 86 -304 JOB NO PROJECT City of Atlantic Beach Public Safety Building 8 -1 -86 DATE CI If HT Gee & Jenson, Engineers, Architects GROUND EICt ©ow�HC H( _ B -2 rulo cacw W A. Ro ya l & C rew 3.7' wATER LEvCt-__ - -. 1.M•LE ST.A,UM SAM•LE OCT.. O. •t(1 °CPT« • 'EET 'BLOWS OC••• OCR IN VISUAL S311.. CLASSIFICATION NO rROV TO rq0.• TO roOT rCCT o Pavement Surface 1 0.5 1.5 0.0 0.5 7 1 1 1 Pavin: - As.halt and Limerock 1 2 1 2 2.5 3.5 0.5 6.0 6 I O Firm to Dense Dark Brown Silty Fine Sand -� -- 4 , W ith Roots, Wood and Some Organic Material 3 4.5 5.5 0.5 6.0 14 1 4 6.5 7.5 6.0 11.0 23 1 1 8 II - - 1 9 ' Very Dense Dark Brown Fine Sand 5 9.0 10.0 ' 6.0 11.0 22 1 10 12 mom �- 1111 I --- 13 111111 IA Firm Brown Fine Sand 6 14.0 15.0 11.0 16.5 7 IMr• � rI 16 I t ��171 . 1111111 18 1 19 1 7 19.0 20.0 16.5 26.5 4 1 -- --_ n 1 Loose to Firm Greenish -Brown Fine Sand With -- _- I ' Some Silt 8 24.0 25.0 16.5 26.5 7 1 -- --_ 2, 1 Firm Gray Silty Sand With Shells 9 29.0 30.0 26.5 31.5 7 I 30 t • ....•1. O• •lows Of .M l• ..Arrs. 0•0••i 3 10 ••• •II0v.00O /O 0 104,v0000.4 SA.. ►ls. 0.g 'OOT Page 1 of 2 JACKSONVILLE ENGINEERING 13 TESTING CO LOG OF BORING J08 NO 86 -304 PROJ(C? City of Atlantic Beach Public Safety Building DATE _ 8 -1 -86 ctIP4V _. Gee & Jenson, Engineers, Architects GROUND EI I. ecW1N�, No B -2 /II LO �+Iw _ W. A. Royal & Crew WATER IE�EL 3.7' SAUD •.ra.v . S.••PL( O(PT.. rt( 1 O(•T.. . r(ET '!ILOw% DEPT'. PC* IN VISUAL SOIL CLAi51rI:ATION .., r..0.. 10 .u0'. To Cool FCC -- --� 3 ' Firm Gray Silty Sand With Shells 1111 ' 32 ' I B SI 3. I 10 34.0 35.0 ® 40.0 1 - -- 1 3. 1 Loose to Firm Gray Clayey Sand With -- Y y y i Trace 1 37 ' of Shells 11111111111111 3: 1 I a 1 11 39.0 40.0 31.5 40.1 10 I - 4$ nd of Boring � � 1 41 1 �� I 4 i - I 44 ' 1 45 MI 44, 7' 1 4' 1 -I 5 � t ' S1 ' I 1 52 "fril ' 54 ' 11. - I 5 7 I 1111 I 58 1 59 1 '.••(. 0. ....Ow. 01 ••O (• �...r(. 0..0.•(3 )O • . •(OV••(O . 0 0•..4 •P.•t.•OOr •ar•l(• O•.( •00. Page 2 of 2 J AC K50NvIL. LE ENGINEERING & Y1 - STING CO . LOG OF BORING Jos NO 86 -304 PROJ(CT - City of Atlantic Beach Public Safety Building OAT( 8 -1 -86 -I I(NT Gee & Jenson, Engineers, Architects _. GROUND EIEv r+c, NG _ B -3 , Itio CQ(w__ W. A. Royal & Crew war(R LEVEL 4.0' • STRATU.. SA■PIC DIP,. •CCT OCPT.. tC• '9lOw) IBC vT.. .CA IN VISUAL SOIL CLASSIFICATION •.o •ao. TO •..Ow. TO r o O T 'c' s 0 ' .v ' .v a Surface 1 0.5 1.5 0.0 0.6 22 . - • •0. ... • . - 1 Dark Brown Silty Fine Sand 0.6 1.5 -` r 2 2 1.5 6.5 2 1 i -- --- 3 Loose Dark Brown Fine Sand With Some Organic 4 m Material and Wood 3 4.5 ® 6.5 7 1 • 4 6.5 110E11 6.5 9.0 6 ' ) 11111111111101111111111111111111 e 1 Firm Dark Brown Organic Sand and Wood- ! i MIMI 91 5 9.0 1 10.0 9.0 17.0 8 i 111111.1=11111111111 1p tt 1 - 11111111111111.111 1.1111111111111111111111111111 -MIN 13 Firm to Dense Brown Fine Sand With 14 Cementations 6 14.0! 15.0 9.0 17.0. 12 11111.11111 1 MM. i6 NIN t e 1 1 1 )9 1 7 19.01 20.0 17.0 25.5 2 IIIIIIIIIMIIIIIIIIII �° 1 2 1 - Er. 1 22 1 Loose Greenish -Brown Silty Fine Sand I:: 8 24.0 25.0 17.01 I 25 � g ,7,47 ' Loose Gray Clayey Sand With Trace of Shells 291 9 29.0 30.0 25.5 32.0 4 ao ' •t• o• •lows or ... ...• ••..• . . o•0.0...10 to .. .cou...o •o o...•t s,,,•••00. •••••• •••••• o•.c •oo. ... Page 1 of 2 • J'C SONYaLC LNGINLCItINC & 7E it "InG CO. LOG OF BORING JOB NJ 86 -304 1°ROJECi City of Atlantic Beach Public Safety Building 8 -1 -86 DATE c11ENr & Jenson, Engineers, Architects GROUND ELf Rckitic No B -3 IILLO CULw W. A. Royal & Crew - 4.0' w:TER if ,L1 - -- S.M•L( SIU.TUM S•..PLC O(PT.. . •((I OCPI.. . fCCT •SLOWS OCPT- •ICPP IN r0 FPO.. TO . ••0*• TO ♦007 FIEF VISOAL S311 CL�$$IiI,;A'i3l -- ---I 30 I Loose Gray Clayey Sand With Trace of Shells MI 32 I 3 111111 I 3. 10 34.0 35.0 32,0 38.0 2 1 111111 -- 1 3 1 Soft Gray Sandy Clay With Trace of Shells I 37 I 1 1 --_- 1 3* 1 Loose Gray Silty Sand With Some Shells 11• 39.0 40.0 38.0 40.$ 4 I �- � 41 n, o :oring IIIIII 4 �� 1 4 � 1 4 . � 11111111 �� 47 I • 48 ME= 1 1 I 52 S1 I S4 1551 . SS � - - I S . i 60 1 •.■•••t• 0• •.0 ..• of •.• to .0..44 (0 D•0"i 10 ... •(0 ,'.I 0 TO O•..0 •Pa $_..g • O•.0 •00T Page 2 of 2 EgT TELEPHONE 641-2311 Jacksonville Engineering AREA CODE 904 Order No. 86 -304 & Testing Co. 3110 Desalvo Road. Jacksonville, Florida 32216 PROJECT: City of Atlantic Beach Public Safety Building Atlantic Beach, Florida CLIENT: Gee & Jenson, Engineers, Architects AUGER BORINGS Boring Stratum Depth No. In Feet Visual Soil Classification A -1 0.0 - 0.7 Dark Brown Fine Sand With Trace of Silt and Roots 0 . 7 - 2 . 0 Light Brown Fine Sand 2.0 - 3.0 Dark Brown Fine Sand With Trace of Silt and Trash (Glass, Metal, Wood, Paper and Plastic) 3.0 - 5.0 Dark Brown Silty Sand and Wood Water Level: 3.5' A -12 0.0 - 0.5 Brown Fine Sand With Roots 0.5 - 3.0 Brown Fine Sand With Small Rocks 3.0 - 5.0 Dark Brown Sandy Organic Material (Peat) Water Level: 3.0' 7 WORKING WITH INDUSTRY TO IMPROVE STANDARDS OF QUALITY \ 1 t I CITY OF >iet Feat - 96 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 December 31, 1995 CITY OF ATLANTIC BEACH INVITATION TO BID NOTICE is hereby given that the City of Atlantic Beach, Florida, will receive sealed bids in the Office of the Purchasing Agent, City Hall, 800 Seminole Road, Atlantic Beach, Florida 32233, until 2:00 PM, Thursday, February 29, 1996, after which time the bids will be publicly opened and read aloud for CONSTRUCTION OF APPROXIMATELY 2500 SQUARE FEET OF NEW CONSTRUCTION, AND RENOVATION OF EXISTING PUBLIC SAFETY BUILDING. A mandatory pre -bid conference will be held on Thursday, January 11, 1996, at 2:00 PM, at the City Hall Commission Chamber, 800 Seminole Road, Atlantic Beach, Florida, for the purpose of answering questions and providing clarifications. Bids, submitted in five (5) copies, shall be enclosed in an envelope endorsed "BID NO. 9596 -6 - 2500 SQUARE FEET OF NEW CONSTRUCTION, AND RENOVATION OF EXISTING PUBLIC SAFETY BUILDING, TO BE OPENED AFTER 2:00 PM, THURSDAY, FEBRUARY 29, 1996." Bid Documents, and information regarding the bid procedure, may be obtained from the Office of the Purchasing Agent, 800 Seminole Road, Atlantic Beach, Florida 32233, telephone (904) 247 -5818. Information regarding the construction and renovation project may be obtained from Fire Chief John Ruley, 850 Seminole Road, Atlantic Beach, Florida 32233, telephone (904) 247 -5870. The successful bidder will be a Licensed Building Contractor or General Contractor. All work must be in compliance with the 1994 Standard Building Code, the 1996 National Electrical Code, and the 1991 Life Safety Code (NFPA 101). DOCUMENTS REQUIRED TO BE SUBMITTED IN THE BID PACKAGE AT BID OPENING: 1. Bid Bond in the amount of 5% of the bid. 2. ORIGINAL Insurance Certificates (copies or Xeroxes are UNACCEPTABLE), naming the City of Atlantic Beach as Certificate Holder, showing they have obtained and will continue to carry Workers' Compensation, public and private liability, and property damage insurance during the life of the contract. 3. List of the last five (5) projects completed by the bidder. 4. Proof of Contractor's Licenses (copies ARE acceptable). 5. Signed copy of Documents Requirements Checklist. In accordance with Section 255.05(1)(a) FLORIDA STATUTES, if the successful bid on a public improvement exceeds $200,000.00, a Performance and Payment Bond will be required before work commences. Bid prices must remain valid for sixty (60) days after the public opening of the bids. Goods and services proposed shall meet all requirements of the Ordinances of the City of Atlantic Beach. The City of Atlantic Beach reserves the right to reject any or all bids or parts of bids, waive informalities and technicalities, make award in whole or part with or without cause, and to make the award in what is deemed to be in the best interest of the City of Atlantic Beach. A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, May not submit a vid on a contract with a public entity for the construction or repair of a public building of public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. (Section 287.133(2)(a), FLORIDA STATUTES.) IDENTICAL TIE BIDS - In accordance with Section 287.087, Florida Statutes, effective January 1, 1991, in a "TIED BIDS" situation, preference shall be given to businesses with a drug -free workplace program in place. A form for this certification is included with the bid forms, but is not a requirement to bid. Joan LaVake Purchasing Agent * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * FLORIDA TIMES -- UNION. Please publish one time on Sunday, December 31, 1995. Submitted by Joan LaVake - 247-5818. PUBLIC SAFETY ADDITION & RENOVATION INTERIOR FINISH The following specifications are to assist you when dealing with the interior finish: WALLS: SHEET ROCK PAINTED , SEMIGLOSS CEILING: SUSPENDED THROUGHOUT FLOORING: CARPET DAY ROOM WATCH ROOM DORM/BUNK ROOM LT. BUNK ROOM FIRE CHIEFS OFFICE, EXISTING BUILDING FIRE MARSHAL'S OFFICE, EXISTING BUILDING LIFEGUARD /VOLUNTEER OFFICE, EXISTING BUILDING TEMPORARY DISPATCH, EXISTING BUILDING VINYL FLOOR (12 "x 12" COMMERCIAL THROUGH PATTERN) KITCHEN DINING ROOM COMMON CORRIDORS, NEW AND EXISTING CERAMIC TILE (FLOOR AND WALLS) BATH ROOMS AND SHOWERS (NO TILE AROUND LAVATORY) NOTE: Please include in your design four empty conduits from the existing office to the new addition. These conduits should run from attic space above the apparatus doors to attic space in the new addition. The sizes are as follows: 2 - 1 '/2 inch for data and phone 2 - 3/4 inch for intercom and spare THEAMER1CAN .INSTITUTE OF ARCHITECTS In AIA Document A191 Standard Form of Agreements Between Owner and Design /Builder 1985 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED. TABLE OF ARTICLES PART 1 AGREEMENT - PRELIMINARY DESIGN AND BUDGETING 1. GENERAL PROVISIONS 6. ARBITRATION 2. DESIGN /BUILDER 7. MISCELLANEOUS PROVISIONS 3. OWNER 8. TERMINATION OF THE AGREEMENT 4. TIME 9. BASIS OF COMPENSATION 5. PAYMENTS 10. OTHER PROVISIONS PART 2 AGREEMENT -FINAL DESIGN AND CONSTRUCTION 1. GENERAL PROVISIONS 8. CHANGES IN THE WORK 2. DESIGN /BUILDER 9. CORRECTION OF WORK 3. OWNER 10. ARBITRATION 4. TIME 11. MISCELLANEOUS PROVISIONS 5. PAYMENTS 12. TERMINATION OF THE AGREEMENT 6. PROTECTION OF PERSONS AND PROPERTY 13. BASIS OF COMPENSATION 7. INSURANCE AND BONDS 14. OTHER PROVISIONS AIA DOCUMENT A191 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION A191 -1985 • AIA• • N/1985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 COVER PAGE TH.E AMERICAN INSTITUTE OF ARCHITECTS 4•114://) AIA Document A191 Standard Form of Agreement Between Owner and Design /Builder 1985 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED. This Document comprises two separate Agreements: Part 1 Agreement — Preliminary Design and Budgeting and Part 2 Agreement —Final Design and Construction. Hereinafter, the Part 1 Agreement is referred to as Part 1 and the Part 2 Agreement is referred to as Part 2. Before executing Part 1, the parties should reach substantial agreement on Part 2. PART 1 AGREEMENT — PRELIMINARY DESIGN AND BUDGETING AGREEMENT made as of the FOURTH day of APRIL in the year of Nineteen Hundred and NINETY SIX BETWEEN the Owner: city of Atlantic Beach (Name and address) 800 Seminole Road Atlantic Beach, Florida 32233 -5445 and the Design /Builder: Harrell Construction Co., Inc. (Name and address) 3948 Sunbeam Road, Suite 8 Jacksonville, FL 32257 For the following Project: Bid No. 9596 -6 2500 (Include Project name, location and detailed description of scope.) 2500 Square Feet of new construction and renovation of existing public safety building. The architectural services described in Article 2 will be provided by the following person or entity who is lawfully licensed to practice architecture: (Name and address) Junck & Walker, Architects/ Planners Inc. 3964 San ,Jose Park 2 1 Dri7 ve Ja s vi FL 3 The Owner and the Design7Tuilaer agree as set forth below. Copyright m 1985 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20006. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A191, Past 1 • OWNER AGREEMENT • FIRST EDITION A191 -1985 • AIA • 4/198S • THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., 'WASHINGTON , D.C. 20006 PART 1 -PAGE 1 . • • Terms and Conditions --Part 1 Agreement • ARTICLE 1 Builder to perform a portion of the Work, including their GENERAL PROVISIONS agents and employees. 2.2 BASIC SERVICES 1.1 BASIC DEFINITIONS 2.2.1 The Design /Builder's Basic Services are as described 1.1.1 The Project is the total design and construction for below and in Article 10. which the Design/Builder is responsible under Part 1, in- 2.2.2 The Design /Builder shall review the Owner's pro - cluding all professional design services and all labor, mate- gram to ascertain requirements of the Project and shall rials and equipment used or incorporated in such design review such requirements with the Owner. and construction. 1.1.2 The Work comprises the completed construction 2.2.3 The Design /Builder shall provide, after consultation P P with the Owner, a preliminary evaluation of the program designed under the Project and includes labor necessary to and Project budget, each in terms of the other. produce such construction, and materials and equipment incorporated or to be incorporated in such construction. 2.2.4 The Design /Builder shall review with the Owner al- 1.2 EXECUTION, CORRELATION AND INTENT ternative approaches to design and construction of the Project. 1.2.1 This Part 1 shall be signed in not Tess than duplicate 2.2.5 The Design /Builder shall submit to the Owner a Pro - by the Owner and Design /Builder. posal including the completed Preliminary Design Docu- 1.2.2 Nothing contained in the Design /Builder Contract ments, a statement of the proposed contract sum, a pro - Documents shall create a professional obligation or con- posed schedule for completion of the Work under Part 2 tractual relationship between the Owner and any third and all other information necessary to complete Part 2. party. Preliminary Design Documents shall consist of preliminary 1.3 OWNERSHIP AND USE OF DOCUMENTS design drawings, outline specifications and other docu- ments to fix and describe the size, quality and character of 1.3.1 The drawings, specifications and other documents the entire Project, its architectural, structural, mechanical furnished by the Design /Builder are instruments of service and electrical systems, and the materials and such other and shall not become the property of the Owner whether elements of the Project as may be appropriate. If the Pro - or not the Project for which they are made is commenced. posal is accepted by the Owner, they shall then execute Part Drawings, specifications and other documents furnished 2. Modifications to the Proposal before execution of Part 2 by the Design /Builder shall not be used by the Owner on shall be recorded in writing as an addendum and be identi- other projects, for additions to this Project or, unless the fied in the Contract Documents of Part 2. Design /Builder is in default under Part 1, for completion of this Project by others, except by written agreement relating 2.3 ADDITIONAL SERVICES to use, liability and compensation. 'All other services requested by the Owner and mutually 1.3.2 Submission or distribution of documents to meet agreed to in writing by the Owner and Design /Builder in official regulatory requirements or for other purposes in Part 1, including, among others, changes in Project scope connection with the Project is not to be construed as pub- and program, shall constitute Additional Services and shall lication in derogation of the Design /Builder's or the Archi- be paid for by the Owner as provided in Part 1. tect's common law copyrights or other reserved rights. The Owner shall own neither the documents nor the copyrights. ARTICLE 3 ARTICLE 2 OWNER DESIGN /BUILDER 3.1 The Owner shall provide information regarding re- quirements for the Project, including but not limited to the 2.1 SERVICES AND RESPONSIBILITIES Owner's design objectives, constraints and criteria. 2.1.1 Design services shall be performed by qualified ar- 3.2 If the Owner provides a budget for the Project, it shall chitects, engineers and other professionals selected and explicitly include as separate line items contingencies for paid by the Design /Builder. The professional obligations of changes in the design and construction, and other costs such persons shall be undertaken and performed in the which are the responsibility of the Owner. No budget shall interest of the Design /Builder. Construction services shall constitute a fixed limit of construction cost unless such be performed by qualified construction contractors and limit has been agreed to in writing by the Design /Builder. suppliers, selected and paid by the Design /Builder and 3.3 The Owner shall designate a representative authorized acting in the interest of the Design /Builder. Nothing con- to act on the Owner's behalf with respect to the Project. The tained in Part 1 shall create any professional obligation or Owner or such authorized representative shall examine the contractual relationship between such persons and the documents submitted by the Design /Builder and shall Owner. promptly render decisions pertaining thereto to avoid de- 2.1.2 The Design /Builder shall be responsible to the lay in the orderly progress of design and construction. Owner for acts and omissions of the Design /Builder's em- 3.4 The Owner shall cooperate with the Design /Builder in ployees and parties in privity of contract with the Design/ identifying required permits, licenses and inspections, and A191 -1985 AIA DOCUMENT A191, Part 1 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION • AIA• • ■01985 • THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE. PART 1 -PAGE 2 N.W., WASHINGTON, D.C. 20006 shall take appropriate action with reasonable promptness. ARTICLE 6 3.5 Prior to commencement of Basic Services, the Owner ARBITRATION shall furnish a legal description and a certified land survey of the site, giving, as applicable, grades and lines of streets, 6.1 Claims, disputes and other matters in question be- alleys, pavements ana adjoining property; rights -of -way, tween the parties to Part 1 arising out of or relating to Part 1 restrictions, easements, encroachments, zoning, deed re- shall be decided by arbitration in accordance with the Con - strictions, elevations and contours of the site; locations, struction Industry Arbitration Rules of the American Ar- dimensions and complete data pertaining to existing build- bitration Association then in effect unless the parties agree ings, other improvements and trees; and full information otherwise. No arbitration arising out of or relating to Part 1 concerning available services and utility lines, both public shall include, by consolidation or joinder or in any other and private, above and below grade, including inverts and manner, an additional person not a party to Part 1 except by depths. written consent containing specific reference to Part 1 and 3.6 The Owner shall furnish services of geotechnical engi- signed by the Owner, Design /Builder and any other person veers and other consultants when such services are sought to be joined. Consent to arbitration involving an deemed necessary by the Design /Builder. Geotechnical additional person or persons shall not constitute consent engineers or other consultants shall be selected by mutual to arbitration of a dispute not described therein or with a agreement. Such services shall include, as required, person not named therein. This provision shall be specifi- applicable test borings, test pits, soil bearing values, per- cally enforceable in any court of competent jurisdiction. colation tests, air and water pollution tests, and other nec- 6.2 Notice of demand for arbitration shall be filed in writ - essary operations for determining subsoil, air and water ing with the other party to Part 1 and with the American conditions, with reports and appropriate professional Arbitration Association. The demand shall be made within a recommendations. reasonable time after the claim, dispute or other matter in 3.7 The services, information, surveys and reports re- question has arisen. In no event shall the demand for ar- quired by Paragraphs 3.5 and 3.6 shall be furnished at the bitration be made after the date when the applicable statute Owner's expense, and the Design /Builder shall be entitled of limitations would bar institution of a legal or equitable to rely upon their accuracy and completeness. proceeding based on such claim, dispute or other matter in question. 3.8 If the Owner observes or otherwise becomes aware of any fault or detect in the Work, the Owner shall give 6.3 The award rendered by arbitrators shall be final, and prompt written notice thereof to the Design /Builder. judgment may be entered upon it in accordance with ap- plicable law in any court having jurisdiction. 3.9 The Owner shall furnish required information and 6.4 Unless otherwise agreed in writing, the Design /Build- services and shall render decisions with reasonable promptness to avoid delay in the orderly progress of the er shall carry on the services and maintain progress during Design /Builder's services. any arbitration proceedings, and the Owner shall continue to make payments to the Design /Builder in accordance with 3.10 The Owner shall communicate with contractors only Part 1. through the Design /Builder. 6.5 This Article 6 shall survive completion or termination ' of Part 1. ARTICLE 4 TIME ARTICLE 7 4.1 The Design /Builder shall provide the Basic and Addi- MISCELLANEOUS PROVISIONS tional Services as expeditiously as is consistent with reason- able skill and care and shall complete the services in the 7.1 This Part 1 shall be governed by the law of the place time provided in Article 10. where the principal office of the Design /Builder is located. 7.2 The table of contents and the headings of articles and ARTICLE 5 paragraphs are for convenience only and shall not modify PAYMENTS rights and obligations created by Part 1. 7.3 In case a provision of Part 1 is held to be invalid, illegal 5.1 The initial payment provided in Article 9 shall be made or unenforceable, the validity, legality and enforceability of upon execution of this Part 1 and credited to the Owner's the remaining provisions shall not be affected. account as provided in Subparagraph 9.1.2. 7.4 SUCCESSORS AND ASSIGNS 5.2 Subsequent payments for Part 1 Basic Services, Addi- 7.4.1 This Part 1 shall be binding on successors, assigns tional Services and Reimbursable Expenses shall be made and legal representatives of and persons in privity of con - monthly on the basis set forth in Article 9. tract with the Owner or Design /Builder. Neither party shall assign, sublet or transfer an interest in Part 1 without writ - 5.3 Within ten days of the Owner's receipt of a properly • submitted Application for Payment, the Owner shall make ten consent of the other. payment to the Design /Builder. 7.4.2 This Paragraph 7.4 shall survive completion or termi- nation of Part 1. 5.4 Payments due the Design /Builder under Part 1 which 7.5 EXTENT OF AGREEMENT are not paid when due shall bear interest from the date due at the rate specified in Paragraph 9.5, or in the absence of a 7.5.1 Part 1 represents the entire agreement for Prelimi- specified rate, at the legal rate prevailing where the prin. nary Design and Budgeting and supersedes all prior nego- cipal office of the Design /Builder is located. tiations, representations or agreements. Part 1 may be AIA DOCUMENT M91, Part 1 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION A191 -1985 • AIA• • 41985 • THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, PART 1-PAGE 3 N.W., WASHINGTON, D.C. 20006 amended only bywritten instrument signed by both Owner • to perform in accordance with its terms through no fault of and Design /Builder. the party initiating the termination. 7.6 In case of termination of the Architect, the Design/ 8.2 Part 1 may be terminated by the Owner upon at least Builder shall provide the services of another lawfully li- seven days' written notice to the Design /Builder in the censed person or entity against whom the Owner makes no event that the Project is permanently abandoned. reasonable objection. 8.3 In the event of termination not the fault of the Design/ Builder, the Design /Builder shall be compensated for ser- vices performed to termination date, together with Reim - ARTICLE 8 bursable Expenses then due and Termination Expenses. TERMINATION OF THE AGREEMENT Termination Expenses are expenses directly attributable to termination, including a reasonable amount for overhead 8.1 Part 1 may be terminated by either party upon seven and profit, for which the Design /Builder is not otherwise days' written notice should the other party fail substantially compensated under Part 1. • • A191.1985 MA DOCUMENT A191, Part 1 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION • MA• • ®1985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, PART 1 -PAGE 4 N.W., WASHINGTON, O.C. 20006 • ARTICLE 9 BASIS OF COMPENSATION The Owner shall compensate the Design /Builder in accordance with Article 5, Payments, and the other provisions of Part 1 as described below. 9.1 COMPENSATION FOR BASIC SERVICES 9.1.1 FOR BASIC SERVICES, compensation shall be as follows: 9.1.2 AN INITIAL PAYMENT of dollars ($ ) shall be made upon execution of Part 1 and credited to the Owner's account as follows: (SEE 10.4) 9.1.3 SUBSEQUENT PAYMENTS shall be as follows: (SEE 10.4) 9.2 COMPENSATION FOR ADDITIONAL SERVICES 9.2.1 FOR ADDITIONAL SERVICES, compensation shall be as follows: (SEE 10.4) • • 9.3 REIMBURSABLE EXPENSES 9.3.1 Reimbursable Expenses are in addition to Compensation for Basic and Additional Services and include actual expenditures made by the Design /Builder and the Design /Builder's employees and contractors in the interest of the Project for the expenses listed as follows: NONE 9.3.2 FOR REIMBURSABLE EXPENSES, compensation shall be a multiple of NONE ( ) times the amounts expended. 9.4 DIRECT PERSONNEL EXPENSE is defined as the direct salaries of personnel engaged on the Project, and the portion of the cost of their mandatory and customary contributions and benefits related thereto, such as employment taxes and other statutory employee benefits, insurance, sick leave, holidays, vacations, pensions and similar contributions and benefits. .5 INTEREST PAYMENTS 4.5.1 The rate of interest for past due payments shall be as follows: NONE (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and DesignlBuilder's principal places of business, at the location of the Project and elsewhere may affect the validity of this provision. Specific legal advice should be obtained with respect to deletion, modification or other requirements, such as written disclosures or waivers.) 9.6 IF THE SCOPE of the Project is changed materially, the amount of compensation shall be equitably adjusted. 9.7 The compensation set forth herein shall be equitably adjusted if through no fault of the Design /Builder the services have not been completed within NONE ( ) months of the date of Part 1. AIA DOCUMENT A1l1, Put 1 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION A191 -1985 • AIA. • ©198S • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, PART 1 -PAGE 5 N.W., WASHINGTON. D.C. 20006 ARTICLE 10 OTHER PROVISIONS 10.1 The Basic Services to be performed shall be commenced on and, subject to authorized adjustments and to delays not caused by the Design /Builder, shall be completed in ( ) calendar days. (SEE 1 0. 4 ) 10.2 The Basic Services beyond those described in Article 2 are: (SEE 10.3, 10.4, 10.5, BELOW) This Part 1 entered into as of the day and year first written above. OWNER DESIGN<BUILDER City of Atlantic Beach Harrell Construction Co., In 800 Seminole Road i 3048 Sunbeam Road, Suite 8 Atlantic Beach, Floria 32233 Jacksonville, Florida 32257 BY BY It President 10.3 Insert the following revisions, additions, deletions: (2.2.2) Delete- Owner has accomplished (2.2.3) Delete- Not required (2.2.4) Delete- Owner has accomplished (2.2.5) Revise first sentence to read: The owner shall submit to the design /builder completed preliminary design documents and the design /builder shall submit; to the owner a statement of the proposed contract sum, a proposed schedule for completetion of the work under Part 2 and all other information necessary to complete Part 2. Revise second sentenceas follows: Delete outline specifications. 10.4 The owner has supplied the necessary documents for the design/ builder to establish a fixed price to design and construct this project as outlined in Part 2 of this agreement. The design/ builder has established a fixed price to complete Part 2 of this agreement. 10.5 The following attachments are hereby made a part of this agreement, Parts 1 and 2: Attachment A: City of Atlantic Beach Invitation to bid dated 12/31/199 Attachment B: Floor Plan sheet and Elevation sheet not dated Attachment C: City of Atlantic Beach letter of January 16, 1996. - Attachment D: Jacksonville Engineering and Testing Soils Foundation investigation dated August 5, 1986 Attachment E: City of Atlantic Beach Addendum No. 1 dated Feb. 23, 199 Attachment F: Harrell Construction Co., Inc. Bid Proposal dated February 29, 1996. A191 -1985 MA DOCUMENT A1S1, Part 1 • OWNER- DESIGN/BUILDER AGREEMENT • FIRST EDITION • AIA• • 01905 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, PART 1 -PAGE 6 N.W.. WASHINGTON, D.C. 20006 THE AMERICAN INSTITUTE OF ARCHITECTS R� fe, d — R tir.: MA Document A191 • Standard Form of Agreement Between Owner and Design /Builder 1985 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED. This Document comprises two separate Agreements: Part 1 Agreement — Preliminary Design and Budgeting and Part 2 Agreement —Final Design and Construction. Hereinafter, the Part 1 Agreement is referred to as Part 1 and the Part 2 Agreement is referred to as Part 2. PART 2 AGREEMENT —FINAL DESIGN AND CONSTRUCTION AGREEMENT made as of the FOURTH day of , APRIL in the year of Nineteen Hundred and NINETY SIX BETWEEN the Owner: City of Atlantic Beach (Name and address! 800 Seminole Road Atlantic Beach, Florida 32233 -5445 and the Design /Builder: Harrell Construction Co., Inc. (Name and address) 3948 Sunbeam Road, Suite 8 Jacksonville, FL 32257 For the following Project: (Include Project name. location and detailed description of scope.) Bid No. 9596 -6 2500 Square Feet of new construction and renovation of existing public safety building. The architectural services described in Article 2 will be provided by the following person or entity who is lawfully licensed to practice architecture: (Name and address) Junck & Walker, Architects /Planners, Inc. 3964 San Jose Park Drive Jacksonville, FL 32217 The Owner and the Design /Builder agree as set forth below. Copyright ig./ 1985 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20006. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A191. Part 2 • OWNER- DESIGN /BUILDER AGREEMENT • FIRST EDITION A191 -1985 • AIA" • .01985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, PART 2-PAGE N.W.. WASHINGTON. D.C. 20006 • Terms and Conditions —Part 2 Agreement ARTICLE 1 ARTICLE 2 GENERAL PROVISIONS DESIGN /BUILDER 1.1 BASIC DEFINITIONS 2.1 SERVICES AND RESPONSIBIUTIES 1.1.1 The Contract Documents consist of the Design / 2.1.1 Design services shall be performed by qualified ar- Builder's Proposal identified in Article 14, this Part 2, the chitects, engineers and other professionals selected and Construction Documents approved by the Owner in actor- paid by the Design /Builder. The professional obligations of dance with Subparagraph 2.2.2 below and Modifications such persons shall be undertaken and performed in the issued after execution of Part 2. A Modification is a Change interest of the Design /Builder. Construction services shall Order or a written amendment to Part 2 signed by both be performed by qualified construction contractors and parties. These form the Contract, and are as fully a part of suppliers, selected and paid by the Design /Builder and the Contract as if attached to this Part 2 or repeated herein. acting in the interest of the Design /Builder. Nothing con- tained in Part 2 shall create any professional obligation or 1.1.2 The Project is the total design and construction for contractual relationship between such persons and the which the Design /Builder is responsible under Part 2, in- Owner. chiding all professional design services and all labor, mate- 2.2 BASIC SERVICES rials and equipment used or incorporated in such design and construction. 2.2.1 The Design /Builder's Basic Services are described below and in Article 14. 1.1.3 The Work comprises the completed construction 2.2.2 Based on the Design /Builder's Proposal, the Design/ designed under the Project and includes labor necessary to Builder shall submit Construction Documents for review produce such construction, and materials and equipment and approval by the Owner. Construction Documents shall incorporated or to be incorporated in such construction. include technical drawings, schedules, diagrams and speci- fications, setting forth in detail the requirements for con - 1.2 EXECUTION, CORRELATION AND INTENT struction of the Work, and shall: 1.2.1 This Part 2 shall be.signed in not less than duplicate .1 develop the intent of the Design /Builder's Pro - by the Owner and Design /Builder. posal in greater detail; .2 provide information customarily necessary for the 1.2.2 It is the intent of the Owner and Design /Builder that use of those in the building trades; and the Contract Documents include all items necessary for .3 include documents customarily required for reg- proper execution and completion of the Work. The Con- ulatory agency approvals. tract Documents are complementary, and what is required by any one shall be as binding as if required by all. Work not 2.2.3 The Design /Builder shall assist the Owner in filing covered in the Contract Documents will not be required documents required to obtain necessary approvals of gov- unless it is consistent with and is reasonably inferable from ernmental authorities having jurisdiction over the Project. the Contract Documents as being necessary to produce the intended results. Words and abbreviations which have 2.2.4 Unless otherwise provided in the Contract Docu- well -known technical or trade meanings are used in the ments, the Design /Builder shall provide or cause to be Contract Documents in accordance with such recognized provided and shall pay for design services, labor, materials, meanings. equipment, tools, construction equipment and machinery, water, heat, utilities, transportation and other facilities and services necessary for proper execution and completion of 1.3 OWNERSHIP AND USE OF DOCUMENTS the Work, whether temporary or permanent and whether 1.3.1 The drawings, specifications and other documents or not incorporated or to be incorporated in the Work. furnished by the Design /Builder are instruments of service 2.2.5 The Design /Builder shall be responsible for and and shall not become the property of the Owner whether shall coordinate all construction means, methods, tech - or not the Project for which they are made is commenced. niques, sequences and procedures. Drawings, specifications and other documents furnished by the Design /Builder shall not be used by the Owner on 2.2.6 The Design /Builder shall keep the Owner informed other projects, for additions to this Project or, unless the of the progress and quality of the Work. Design /Builder is in default under Part 2, for completion of this Project by others, except by written agreement relating 2.2.7 If requested in writing by the Owner, the Design/ to use, liability and compensation. Builder, with reasonable promptness and in accordance with time limits agreed upon, shall interpret the require- , 1.3.2 Submission or distribution of documents to meet ments of the Contract Documents and initially shall decide, official regulatory requirements or for other purposes in subject to demand for arbitration, claims, disputes and connection with the Project is not to be construed as pub- other matters in question relating to performance there- lication in derogation of the Design /Builder's or the Archi- under by both Owner and Design /Builder. Such interpreta- tect's common law copyrights or other reserved rights. The tions and decisions shall be in writing, shall not be pre - Owner shall own neither the documents nor the sumed to be correct and shall be given such weight as the copyrights. arbitrator(s) or the court shall determine. A191 -1985 AIA DOCUMENT A191, Part 2 • OWNER-DESIGN/BUILDER AGREEMENT • FIRST EDITION • AIA • 4)1985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. PART 2 -PAGE 2 N.W.. WASHINGTON. D.C. 20006 2.2.8 The Design /Builder shall correct Work which does • 2.2.17 The Design /Builder shall maintain in good order at not conform to the Construction Documents. the site one record copy of the drawings, specifications, 2.2.9 The Design /Builder warrants to the Owner that ma- product data, samples, shop drawings, Change Orders and terials and equipment incorporated in the Work will be new other Modifications, marked currently to record changes unless otherwise specified, and that the Work will be of made during construction. These shall be delivered to the good quality, free from faults and defects, and in confor- Owner upon completion of the design and construction mance with the Contract Documents. Work not conform- and prior to final payment. ing to these requirements shall be corrected in accordance ARTICLE 3 with Article 9. 2.2.10 The Design /Builder shall pay all sales, consumer, OWNER use and similar taxes which were in effect at the time the tho e a nat r 3.1 The Owner shall desigepresentative au Design /Builder's Proposal was first submitted to the Owner, rized to act on the Owner' ehal with respect u the and shall secure and pay for building and other permits and Project. The Owner or such authorized representative shall governmental fees, licenses and inspections necessary for I the proper execution and completion of the Work which examine documents submitted by the Design /Builder and are either customarily secured after execution of Pan 2 or shall promptly render decisions pertaining thereto to avoid are legally required at the time the Design /Builder's Pro- delay in the orderly progress of the Work. posal was first submitted to the Owner. 3.2 The Owner may appoint an on -site project represen- 2.2.11 The Design /Builder shall give notices and comply tative to observe the Work and to have such other responsi- with laws, ordinances, rules, regulations and lawful orders bilities as the Owner and Design /Builder agree in writing of public authorities relating to the Project. prior to execution of Part 2. 2.2.12 The Design /Builder shall pay royalties and license 3.3 The Owner shall cooperate with the Design /Builder in fees. The Design /Builder shall defend suits or claims for securing building and other permits, licenses and inspec- infringement of patent rights and shall save the Owner tions, and shall pay the fees for such permits, licenses and harmless from loss on account thereof, except that the inspections if the cost of such fees is not identified as being Owner shall be responsible for such loss when a particular included in the Design /Builder's Proposal. design, process or product of a particular manufacturer is 3.4 The Owner shall furnish services by and surveyors, required by the Owner. However, if the Design /Builder has geotechnical engineers and other consultants for subsoil, reason to believe the use of a required design, process or air and water conditions, in addition to those provided product is an infringement of a patent, the Design/Builder under Part 1 when such services are deemed necessary by shall be responsible for such loss unless such information the Design /Builder to carry out properly the design services is promptly given to the Owner. under this Part 2. 2.2.13 The Design /Builder shall be responsible to the 3.5 The Owner shall furnish structural, mechanical, Owner for acts and omissions of the Design /Builder's em- chemical, geotechnical and other laboratory or on -site pioyees and parties in privity of contract with the Design/ tests, inspections and reports as required by law or the Builder to perform a portion of the Work, including their Contract Documents. agents and employees. • 3.6 The services, information, surveys and reports re- 2.2.14 The Design /Builder shall keep the premises free quired by Paragraphs 3.4 and 3.5 shall be furnished at the from accumulation of waste materials or rubbish caused by Owner's expense, and the Design /Builder shall be entitled the Design /Builder's operations. At the completion of the to rely upon their accuracy and completeness. Work, the Design /Builder shall remove from and about the 3.7 If the Owner observes or otherwise becomes aware of Project the Design /Builder's tools, construction equip- a fault or defect in the Work or nonconformity with the ment, machinery, surplus materials, waste materials and Design or Construction Documents, the Owner shall give rubbish. prompt written notice thereof to the Design /Builder. 2.2.15 The Design /Builder shall prepare Change Orders 3.8 The Owner shall furnish required information and for the Owner's approval and execution in accordance with services and shall promptly render decisions pertaining Part 2 and shall have authority to make minor changes in the thereto to avoid delay in the orderly progress of the design design and construction consistent with the intent of Part 2 and construction. not involving an adjustment in the contract sum or an 3.9 The Owner shall, at the request of the Design /Builder extension of the contract time. The Design /Builder shall and upon execution of Part 2, provide a certified or nota- promptly an d construction. the design m the Owner, in writing, of minor changes in rized t statement of funds available for the Project and their the design an source. 2.2.16 The Design /Builder shall notify the Owner when 3.10 The Owner shall communicate with contractors only the Work or an agreed upon portion thereof is substantially completed by issuing a Certificate of Substantial Comple- through the Design /Builder. tion which shall establish the Date of Substantial Comple- ARTICLE 4 tion, shall state the responsibility of each party for security, maintenance, heat, utilities, damage to the Work and in- TIME surance, shall include a list of items to be completed or 4.1 The Desi n /Builder shall provide services as expedi- tiously and shall fix the time within which the De- oistet with reasonable skill and care and sign /Builder shall complete items listed therein. Disputes the orderly as is cns n w reasona s ers consistent t ith design and ble and between the Owner and Design /Builder regarding the Cer- y P g g 1 tificate of Substantial Completion shall be resolved by 4.2 Time limits stated in the Contract Documents are of arbitration. the essence of Part 2. The Work to be performed under Part MA DOCUMENT A191. Part 2 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION A191 -1985 • AIA"' • , c11985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVENUE, PART 2 -PAGE 3 N.W., WASHINGTON. D.C. 20006 - 2 shall commence upon execution of a notice to proceed equipment covered by previous Applications for Payment unless otherwise agreed and, subject to authorized Modifi- • are free and clear of liens, claims, security interests or cations, Substantial Completion shall be achieved as indi- encumbrances, hereinafter referred to as "liens "; and (3) sated in Article 14. no Work, materials or equipment covered by an Applica- 4.3 The Date of Substantial Completion of the Work or an tion for Payment will have been acquired by the Design/ agreed upon portion thereof is the date when construction Builder, or any other person performing work at the site or or an agreed upon portion thereof is sufficiently complete furnishing materials or equipment for the Project, subject so the Owner can occupy and utilize the Work or agreed to an agreement under which an interest therein or an upon portion thereof for its intended use. encumbrance thereon is retained by the seller or otherwise imposed by the Design /Builder or such other person. 4.4 The schedule provided in the Design /Builder's Pro- 5.1.8 If the Contract provides for retainage, then at the posaf shall include a construction schedule consistent with date of Substantial Completion or occupancy of the Work Paragraph 4.2 above. or any agreed upon portion thereof by the Owner, which - 4.5 If the Design /Builder is delayed in the progress of the ever occurs first, the Design /Builder may apply for and the Project by acts or neglect of the Owner, Owner's employ- Owner, if the Design /Builder has satisfied the requirements ees, separate contractors employed by the Owner, changes of Paragraph 5.2.1 and any other requirements of the Con - ordered in the Work not caused by the fault of the Design/ tract relating to retainage, shall pay the Design /Builder the Builder, labor disputes. fire, unusual delay in transporta- amount retained, if any, for the Work or for the portion tion, adverse weather conditions not reasonably anticipata- completed or occupied, less the reasonable value of incor- ble, unavoidable casualties, or other causes beyond the rect or incomplete Work. Final payment of such withheld Design /Builder's control, or by delay authorized by the sum shall be made upon correction or completion of such Owner's pending arbitration or another cause which the Work. Owner and Design /Builder agree is justifiable, the contract time shall be reasonably extended by Change Order. 5.2 FINAL PAYMENT 5.2.1 Neither final payment nor amounts retained, if any, ARTICLE 5 shall become due until the Design /Builder submits to the Owner (1) an affidavit that payrolls, bills for materials and PAYMENTS equipment, and other indebtedness connected with the 5.1 PROGRESS PAYMENTS Project for which the Owner or Owner's property might be liable have been paid or otherwise satisfied, (2) consent of 5.1.1 The Design /Builder shall deliver to the Owner surety, if any, to final payment, (3) a certificate that insur- itemized Applications for Payment in such detail as indicat- ance required by the Contract Documents is in force fol- ed in Article 14. lowing completion of the Work, and (4) if required by the 5.1.2 Within ten days of the Owner's receipt of a properly Owner, other data establishing payment or satisfaction of ( submitted and correct Application for Payment, the Owner obligations, such as receipts, releases and waivers of liens shall make payment to the Design/Builder. arising out of Part 2, to the extent and in such form as may Application for Payment shall constitute a re re- be designated by the Owner. If a contractor refuses to 5.1.3 The A PP P furnish a release or waiver required by the Owner, the sentation by the Design /Builder to the Owner that, to the Design /Builder may furnish a bond satisfactory to the best of the Design /Builder's knowledge, information and Owner'to indemnify the Owner against such lien. If such belief, the design and construction have progressed to the lien remains unsatisfied after payments are made, the De- point indicated; the quality of the Work covered by the sign /Builder shall reimburse the Owner for moneys the application is in accordance with the Contract Documents; latter may be compelled to pay in discharging such lien, and the Design /Builder is entitled to payment in the including all costs and reasonable attorneys' fees. amount requested. • 5.1.4 The Design /Builder shall pay each contractor, upon 5.2.2 Final payment constituting the entire unpaid bal- receipt of payment from the Owner, out of the amount paid ance due shall be paid by the Owner to the Design /Builder to the Design /Builder on account of such contractor's work, upon the Owner's receipt of the Design /Builder's final Ap- the amount to which said contractor is entitled in actor- plication for Payment when the Work has been completed dance with the terms of the Design /Builder's contract with and the Contract fully performed except for those respon- such contractor. The Design /Builder shall, by appropriate sibilities of the Design /Builder which survive final payment. agreement with each contractor, require each contractor to 5.2.3 The making of final payment shall constitute a make payments to subcontractors in similar manner. waiver of all claims by the Owner except those arising from: 5.1.5 The Owner shall have no obligation to pay or to be .1 unsettled liens; responsible in any way for payment to a contractor of the .2 faulty or defective Work appearing after Substan- Design /Builder except as may otherwise be required by law. tial Completion; 5.1.6 No progress payment or partial or entire use or .3 failure of the Work to comply with requirements occupancy of the Project by the Owner shall constitute an of the Contract Documents; or acceptance of Work not in accordance with the Contract .4 terms of special warranties required by the Con - Documents. tract Documents. 5.1.7 The Design /Builder warrants that: (1) title to Work, 5.2.4 Acceptance of final payment shall constitute a materials and equipment covered by an Application for waiver of all claims by the Design /Builder except those Payment will pass to the Owner either by incorporation in previously made in writing and identified by the Design/ construction or upon receipt of payment by the Design/ Builder as unsettled at the time of final Application tor Builder, whichever occurs first; (2) Work, materials and Payment. A191 -1985 AIA DOCUMENT A191, Part 2 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION • AIM' • .Q1985 • THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE. PART 2 -PAGE 4 N.W.. WASHINGTON, D.C. 2(X)06 • 5.3 INTEREST PAYMENTS rectly related to employment of such person by 5.3.1 Payments due the Design /Builder under Part 2 which the Design /Builder or (2) by another person; are not paid when due shatl bear interest from the date due ,5 claims for damages, other than to the Work at the at the rate specified in Article 13, or in the absence of a site, because of injury to or destruction of tangible specified rate, at the legal rate prevailing where the prin- property, including loss of use; and cipal improvements are to be located. .6 claims for damages for bodily injury or death of a person or property damage arising out of owner - ARTICLE 6 ship, maintenance or use of a motor vehicle. PROTECTION OF PERSONS AND PROPERTY 7.1.2 The insurance required by the above Subparagraph 7.1.1 shall be written for not less than limits of liability 6.1 The Design /Builder shall be responsible for initiating, specified in the Contract Documents or required by law, maintaining and providing supervision of safety precau- whichever are greater. tions and programs in connection with the Work. 7.1.3 The Design /Builder's liability insurance shall include 6.2 The Design /Builder shall take reasonable precautions contractual liability insurance applicable to the Design/ for safety of, and shall provide reasonable protection to Builder's obligations under Paragraph 11.7. prevent damage, injury or loss to: (1) employees on the 7.1.4 Certificates of Insurance, and copies of policies if Work and other persons who may be affected thereby; (2) requested, acceptable to the Owner shall be delivered to the Work and materials and equipment to be incorporated the Owner prior to commencement of design and con - therein; and (3) other property at or adjacent to the site: struction. These Certificates as well as insurance policies 6.3 The Design /Builder shall give notices and comply with required by this Paragraph shall contain a provision that applicable laws, ordinances, rules, regulations and orders coverage will not be cancelled or allowed to expire until at of public authorities bearing on the safety of persons and least thirty days' prior written notice has been given to the property and their protection from damage, injury or loss. Owner. If any of the foregoing insurance coverages are required to remain in force after final payment, an addi- 6.4 The Design /Builder shall be liable for damage or loss tional certificate evidencing continuation of such coverage (other than damage or loss to property insured under the shall be submitted along with the application for final property insurance provided or required by the Contract payment. Documents to be provided by the Owner) to property at 7 2 OWNER'S LIABILITY INSURANCE the site caused in whole or in part by the Design /Builder, a contractor of the Design /Builder or anyone directly or indi- 7.2.1 The Owner shall be responsible for purchasing and • rectly employed by either of them, or by anyone for whose maintaining, in a company or companies authorized to do acts they may be liable, except damage or loss attributable business in the state in which the principal improvements to the acts or omissions of the Owner, the Owner's separate are to be located, Owner's liability insurance to protect the contractors or anyone directly or indirectly empioyed by Owner against claims which may arise from operations them or by anyone for whose acts they may be liable and under this Project. not attributable to the fault or negligence of the Design/ 7,3 PROPERTY INSURANCE Builder. 7.3.1 Unless otherwise provided under this Part 2, the ARTICLE 7 Owner shall purchase and maintain, in a company or com- INSURANCE AND BONDS panies authorized to do business in the state in which the principal improvements are to be located, property insur- 7.1 DESIGN /BUILDER'S LIABILITY INSURANCE ance upon the Work at the site to the full insurable value thereof. Property insurance shall include interests of the 7.1.1 The Design /Builder shall purchase and maintain in a Owner, the Design /Builder, and their respective con - company or companies authorized to do business in the tractors and subcontractors in the Work. It shall insure state in which the Work is located such insurance as will against perils of fire and extended coverage and shall in- protect the Design /Builder from claims set forth below dude all risk insurance for physical loss or damage includ- which may arise out of or result from operations under the ing, without duplication of coverage, theft, vandalism and Contract by the Design /Builder or by a contractor of the malicious mischief. If the Owner does not intend to pur- Design /Builder, or by anyone directly or indirectly em- chase such insurance for the full insurable value of the ployed by any of them, or by anyone for whose acts they entire Work, the Owner shall inform the Design /Builder in may be liable: writing prior to commencement of the Work. The Design/ .1 claims under workers' or workmen's compensa- Builder may then effect insurance for the Work at the site tion, disability benefit and other similar employee which will protect the interests of the Design /Builder and benefit laws which are applicable to the Work to the Design /Builder's contractors and subcontractors, and be performed; by appropriate Change Order the cost thereof shall be .2 claims for damages because of bodily injury, oc- charged to the Owner. If the Design /Builder is damaged by cupational sickness or disease, or death of the failure of the Owner to purchase or maintain such insur- Design /Builder's employees under any applicable ance without notice to the Design /Builder, then the Owner employer's liability law; shall bear all reasonable costs properly attributable there- . .3 claims for damages because of bodily injury, sick- to. If not covered under the all risk insurance or not other- ness or disease, or death of persons other than the wise provided in the Contract Documents, the Design/ Design /Builder's employees; Builder shall effect and maintain similar property insurance ( .4 claims for damages covered by usual personal in- on portions of the Work stored off -site or in transit when jury liability coverage which are sustained (1) by a such portions of the Work are to be included in an Applica- person as a result of an offense directly or indi- tion for Payment. • AIA DOCUMENT A19t, Part 2 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION A191 -1985 • MA" • •c >1985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. PART 2 -PAGE 5 N.W., WASHINGTON, D.C. 20(X16 7.3.2 Unless otherwise provided under this Part 2, the • arbitration as provided in Article 10. If distribution of insur- Owner shall purchase and maintain such boiler and ma- ance proceeds by arbitration is required, the arbitrators will chinery insurance as may be required by the Contract Doc- direct such distribution. uments or by law and which shall specifically cover such 7,3.9 If the Owner finds it necessary to occupy or use a insured objects during installation and until final accep- portion or portions of the Work before Substantial Com- tance by the Owner. This insurance shall cover interests of pletion, such occupancy or use shall not commence prior the Owner, the Design /Builder, and the Design /Builder's to a time agreed to by the Owner and Design /Builder and to contractors and subcontractors in the Work. which the insurance company or companies providing 7.3.3 A Toss Insured under Owner's property insurance is property insurance have consented by endorsement to the to be adjusted with the Owner and made payable to the policy or policies. The property insurance shall not lapse or Owner as trustee for the insureds, as their interests may be cancelled on account of such partial occupancy or use. appear, subject to requirements of any applicable mort- Consent of the Design /Builder and of the insurance com- gagee clause and of Subparagraph 7.3.8. The Design/ pany or companies to such occupancy or use shall not be Builder shall pay contractors their shares of insurance pro- unreasonably withheld. ceeds received by the Design /Builder, and by appropriate 7.4 LOSS OF USE INSURANCE agreement, written where legally required for validity, shall 7.4.1 The Owner, at the Owner's option, may purchase require contractors to make payments to their subcontrac- and maintain such insurance as will insure the Owner tors in similar manner. against loss of use of the Owner's property due to fire or 7.3.4 Before an exposure to loss may occur, the Owner other hazards, however caused. The Owner waives all shall file with the Design /Builder a copy of each policy rights of action against the Design /Builder, and its con - required by this Paragraph 7.3. Each policy shall contain tractors and their agents and employees, for loss of use of only those endorsements specifically related to this Proj- the Owner's property, including consequential losses due ect. Each policy shall contain a provision that the policy will to fire or other hazards, however caused, to the extent not be cancelled or allowed to expire until at least thirty covered by insurance under this Paragraph 7.4. days' prior written notice has been given the Design/ 7.5 PERFORMANCE BOND AND PAYMENT BOND Builder. 7.5.1 The Owner shall have the right to require the De- 7.3.5 If the Design/Builder requests in writing that insur- sign /Builder to furnish bonds covering the faithful perfor- ance for risks other than those described herein or for mance of the Contract and the payment of all obligations other special hazards be included in the property insurance arising thereunder if and as required in the Contract Docu- policy, the Owner shall, if possible, obtain such insurance, ments or in Article 14. and the cost thereof shall be charged to the Design /Builder by appropriate Change Order. 7.3.6 The Owner and Design /Builder waive all rights ARTICLE 8 against each other and the contractors, subcontractors, CHANGES IN THE WORK agents and employees, each of the other, for damages caused by fire or other perils to the extent covered by 3 CHANGE ORDERS property insurance obtained pursuant to this Paragraph 7.3 or other property insurance applicable to the Work, except 8.1.1 A Change Order is a written order signed by the such rights as they may have to proceeds of such insurance Owner and Design /Builder, and issued after execution or held by the Owner as trustee. The Owner or Design/ Part 2, authorizing a change in the Work or adjustment in Builder, as appropriate, shall require from contractors and the contract sum or contract time. The contract sum and subcontractors by appropriate agreements, written where contract time may be changed only by Change Order. legally required for validity, similar waivers each in favor of 8.1.2 The Owner, without invalidating Part 2, may order other parties enumerated in this Paragraph 7.3. The policies changes in the Work within the general scope of Part 2 shall be endorsed to include such waivers of subrogation. consisting of additions, deletions or other revisions, and 7.3.7 If required in writing by a party in interest, the the contract sum and contract time shall be adjusted ac- Owner as trustee shall provide, upon occurrence of an cordingly. Such changes in the Work shall be authorized by insured loss, a bond for proper performance of the Change Order, and shall be performed under applicable Owner's duties. The cost of required bonds shall be conditions of the Contract Documents. charged against proceeds received as trustee. The Owner 8.1.3 If the Owner requests the Design /Builder to submit shall deposit proceeds so received in a separate account a proposal for a change in the Work and then elects not to and shall distribute them in accordance with such agree- proceed with the change, a Change Order shall be issued ment as the parties in interest may reach, or in accordance to reimburse the Design /Builder for any costs incurred for with an arbitration award in which case the procedure shall Design Services or proposed revisions to the Contract be as provided in Article 10. If after such loss no other Documents. special agreement is made, replacement of damaged Work 8.1.4 Cost or credit to the Owner resulting from a change shall be covered by appropriate Change Order. in the Work shall be determined in one or more of the 7.3.8 The Owner, as trustee, shall have power to adjust following ways: and settle a loss with insurers unless one of the parties in .1 by mutual acceptance of a lump sum properly interest shall object, in writing, within ten days after occur- itemized and supported by sufficient substantiat- rence of loss, to the Owner's exercise of this power. If such ing data to permit evaluation; objection be made, the Owner as trustee shall make settle- .2 by unit prices stated in the Contract Documents or ment with the insurers in accordance with the decision of subsequently agreed upon; A191 -1985 MA DOCUMENT A191. Part 2 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION • AIA• • c1198S • THE AMERICAN INSTITUTE OF ARCHITECTS, IT.1S NEW YORK AVENUE, PART 2 -PAGE 6 N.W.. WASHINGTON. D.C. 20IXx, .3 by cost to be determined in a manner agreed upon ' mission of the Design /Builder's Proposal under Part 1. by the parties and a mutually acceptable fixed or percentage fee; or ARTICLE 9 .4 by the method provided below. 8.1.5 If none of the methods set forth in Clauses 8.1.4.1, CORRECTION OF WORK 8.1.4.2 or 8.1.4.3 is agreed upon, the Design /Builder, pro- 9.1 The Design /Builder shall promptly correct Work re- vided a written order signed by the Owner is received, shall jetted by the Owner or known by the Design /Builder to be promptly proceed with the Work involved. The cost of such defective or failing to conform to the Construction Docu- Work shall then be determined on the basis of reasonable ments, whether observed before or after Substantial Com- expenditures and savings of those performing the Work pletion and whether or not fabricated, installed or com- attributable to the change, including the expenditures for pleted, and shall correct Work under this Part 2 found to be design services and revisions to the Contract Documents) defective or nonconforming within a period of one year In case of an increase in the contract sum, the cost shall from the date of Substantial Completion of the Work or include a reasonable allowance for overhead and profit. In designated portion thereof, or within such longer period case of the methods set forth in Clauses 8.1.4.3 and 8.1.4.4, provided by any applicable special warranty in the Contract the Design /Builder shall keep and present an itemized ac- Documents. counting together with appropriate supporting data for inclusion in a Change Order. Unless otherwise provided in 9.2 Nothing contained in this Article 9 shall be construed the Contract Documents, cost shall be limited to the fol- to establish a period of limitation with respect to other lowing: cost of materials, including sales tax and cost of obligations of the Design /Builder under this Part 2. Para - delivery; cost of labor, including social security, old age and graph 9.1 relates only to the specific obligation of the De- unemployment insurance, and fringe benefits required by sign/Builder to correct the Work, and has no relationship to agreement or custom; workers' or workmen's compensa- the time within which the obligation to comply with the tion insurance; bond premiums; rental value of equipment Contract Documents may be sought to be enforced, nor to and machinery; additional costs of supervision and field the time within which proceedings may be commenced to office personnel directly attributable to the change; and establish the Design /Builder's liability with respect to the fees paid to architects, engineers and other professionals. Design /Builder's obligations other than correction of the Pending final determination of cost to the Owner, pay- Work. ments on account shall be made on the Application for 9.3 If the Design /Builder fails to correct defective Work as Payment. The amount or credit to be allowed by the Design/ required or persistently tails to carry out Work in accor- Builder to the Owner for deletion or change which results dance with the Contract Documents, the Owner, by written in a net decrease in the contract sum will be actual net cost. order signed personally or by an agent specifically so em- When both additions and credits covering related Work or powered by the Owner in writing, may order the Design/ substitutions are invoived in a change, the allowance for Builder to stop the Work, or any portion thereof, until the overhead and profit shall be figured on the basis of the net cause for such order has been eliminated; however, the increase, if any, with respect to that change. Owner's right to stop the Work shall not give rise to a duty 8.1.6 If unit prices are stated in the Contract Documents on the part or the Owner to exercise the right for benefit or or subsequently agreed upon, and if quantities originally the Design/Builder or other persons or entities. contemplated are so changed in a proposed Change Order 9.4 If the Design /Builder defaults or neglects to carry out that application of agreed unit prices to quantities pro- the Work in accordance with the Contract Documents and posed will cause substantial inequity to the Owner or De- fails within seven days after receipt of written notice from sign /Builder, applicable unit prices shall be equitably the Owner to commence and continue correction of such adjusted. default or neglect with diligence and promptness, the 8.2 CONCEALED CONDITIONS Owner may give a second written notice to the Design/ Builder and, seven days following receipt by the Design/ 8.2.1 If concealed or unknown conditions of an unusual Builder of that second written notice and without prejudice nature that affect the performance of the Work and vary to other remedies the Owner may have, correct such defi- from those indicated by the Contract Documents are en- ciencies. In such case an appropriate Change Order shall countered below ground or in an existing structure other be issued deducting from payments then or thereafter due than the Work, which conditions are not ordinarily found the Design /Builder costs of correcting such deficiencies. If to exist or which differ materially from those generally the payments then or thereafter due the Design /Builder are recognized as inherent in work of the character provided not sufficient to cover the amount of the deduction, the for in this Part 2, notice by the observing party shall be given Design/Builder shall pay the difference to the Owner. Such promptly to the other party and, if possible, before condi- action by the Owner shall be subject to arbitration. tions are disturbed and in no event later than twenty -one days after first observance of the conditions. The contract sum shall be equitably adjusted for such concealed or un- ARTICLE 10 known conditions by Change Order upon claim by either ARBITRATION party made within twenty -one days after the claimant be- comes aware of the conditions. 10.1 Claims, disputes and other matters in question be- tween the parties to this Part 2 arising out of or relating to 8.3 REGULATORY CHANGES Part 2 shall be decided by arbitration in accordance with 8.3.1 The Design /Builder shall be compensated for the Construction Industry Arbitration Rules of the Ameri- changes in the Work necessitated by the enactment or revi- can Arbitration Association then in effect unless the par - sion of codes, laws or regulations subsequent to the sub- ties agree otherwise. No arbitration arising out of or relat- AIA DOCUMENT A191, Part 2 • OWNER-DESIGN /BUILDER AGREEMENT • FIRST EDITION A191 -1985 • AIAA • 01985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, PART 2 -PAGE 7 N.W.. 29006 ASHINGTON, D.C. 2IXA ing to this Part 2 shall include, by consolidation or joinder • of their work. The Design /Builder shall incorporate and or in any other manner, an additional person not a party to coordinate the Design /Builder's Work with work of the Part 2 except by written consent containing specific refer- Owner's separate contractors as required by the Contract ence to Part 2 and signed by the Owner, Design /Builder Documents. and any other person sought to be joined. Consent to 11.5.3 Costs caused by defective or ill -timed work shall be arbitration involving an additional person or persons borne by the party responsible. shall not constitute consent to arbitration of a dispute not described or with a person not named therein. This provi- 11.6 CLAIMS FOR DAMAGES sion shall be specifically enforceable in any court of com- 11.6.1 Should either party to Part 2 suffer injury or damage petent jurisdiction. to person or property because of an act or omission of the 10.2 Notice of demand for arbitration shall be filed in other party, the other party's employees or agents. or an- writing with the other party to this Part 2 and with the other for whose acts the other party is legally liable, claim American Arbitration Association. The demand shall be shall be made in writing to the other party within a reason - made within a reasonable time after the claim, dispute or able time after such injury or damage is or should have other matter in question has arisen. In no event shall the been first observed. demand for arbitration be made after the date when the . applicable statute of limitations would bar institution of a 11.7 INDEMNIFICATION legal or equitable proceeding based on such claim, dis- pute or other matter in question. 11.7.1 To the fullest extent permitted by law, the Design/ Builder shall indemnify and hold harmless the Owner and 10.3 The award rendered by arbitrators shall be final. the Owner's consultants and separate contractors, any of and judgment may be entered upon it in accordance with their subcontractors, sub - subcontractors, agents and em- applicable law in any court having jurisdiction. pioyees from and against claims, damages, losses and ex- 10.4 Unless otherwise agreed in writing, the Design/ penses, including but not limited to attorneys' fees, arising Builder shall carry on the Work and maintain its progress out of or resulting from performance of the Work. These during any arbitration proceedings, and the Owner shall indemnification obligations shall be limited to claims, dam - continue to make payments to the Design /Builder in ac- ages, losses or expenses (1) that are attributable to bodily cordance with the Contract Documents. injury, sickness, disease or death, or to injury to or destruc- 10.5 This Article 10 shall survive completion or termina- tion of tangible property (other than the Work itself) includ- tion of Part 2. ing loss of use resulting therefrom, and (2) to the extent such claims, damages, losses or expenses are caused in ARTICLE 11 whole or in part by negligent acts or omissions of the _ Design /Builder, the Design /Builder's contractors, anyone ( MISCELLANEOUS PROVISIONS directly or indirectly employed by either or anyone for 11.1 This Part 2 shall be governed by the law of the place whose acts either may be liable, regardless of whether or where the Work is located. not they are caused in part by a party indemnified here- under. Such obligation shall not be construed to negate, 11.2 The table of contents and the headings of articles and abridge or otherwise reduce other rights or obligations of paragraphs are for convenience only and shall not modify indemnity which would otherwise exist as to -a party or rights and obligations created by this Part 2. person described in this Paragraph 11.7. 11.3 In case a provision of Part 2 is held to be invalid, 11.7.2 In claims against the Owner or its consultants and illegal or unenforceable, the validity, legality and enforce- its contractors, anv of their subcontractors, sub -sub- ability of the remaining provisions shall not be affected. contractors, agents or employees by an employee of the 11.4 SUBCONTRACTS Design /Builder, its contractors, anyone directly or indi- rectly employed by them or anyone for whose acts they 11.4.1 The Design /Builder, as soon as practicable after may be liable, the indemnification obligation under this execution of Part 2, shall furnish to the Owner in writing the Paragraph 11.7 shall not be limited by a limitation on names of the persons or entities the Design /Builder will amount or type of damages, compensation or benefits pay - engage as contractors for the Project. able by or for the Design /Builder, or a Design /Builder's 11.4.2 Nothing contained in the Design /Builder Contract contractor, under workers' or workmen's compensation Documents shall create a professional obligation or con- acts, disability benefit acts or other employee benefit acts. tractual relationship between the Owner and any third party. 11.8 SUCCESSORS AND ASSIGNS 11.5 WORK BY OWNER OR OWNER'S CONTRACTORS 11.8.1 This Part 2 shall be binding on successors, assigns, and legal representatives of and persons in privity of con - 11.5.1 The Owner reserves the right to perform work re- tract with the Owner or Design /Builder. Neither party shall fated to, but not part of, the Project and to award separate assign, sublet or transfer an interest in Part 2 without the contracts in connection with other work at the site. If the written consent of the other. Design /Builder claims that delay or additional cost is in- volved because of such action by the Owner, the Design/ 11.8.2 This Paragraph 11.8 shall survive completion or ter - Builder shall make such claims as provided in Sub- mination of Part 2. paragraph 11.6. 11.9 In case of termination of the Architect, the Design/ 11.5.2 The Design /Builder shall afford the Owner's sepa- Builder shall provide the services of another lawfully li- rate contractors reasonable opportunity for introduction tensed person or entity against whom the Owner makes no and storage of their materials and equipment for execution reasonable objection. A191 -1985 AIA DOCUMENT A191. Part 2 • OWNER- DESIGN /BUILDER AGREEMENT • FIRST EDITION • AIA• • 41985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. PART 2 -PAGE 8 N.W., WASHINGTON. D.C. 20006 • 11.10 EXTENT OF AGREEMENT • written notice and, after an additional seven days, the 11.10.1 Part 2 represents the entire agreement between Owner may without prejudice to any other remedy make • the Owner and Design /Builder and supersedes Part 1 and good such deficiencies and may deduct the cost thereof prior negotiations, representations or agreements. Part 2 from the payment due the Design /Builder or, at the Owner's maybe amended only by written instrument signed by both option, may terminate the employment of the Design/ Owner and Design /Builder. Builder and take possession of the site and of all materials, equipment, tools and construction equipment and ma- ARTICLE 12 chinery thereon owned by the Design /Builder and finish the Work by whatever method the Owner may deem expe- TERMINATION OF THE AGREEMENT dient. If the unpaid balance of the contract sum exceeds the expense of finishing the Work, the excess shall be paid 12.1 TERMINATION BY THE OWNER to the Design /Builder, but if the expense exceeds the un- 12.1.1 This Part 2 may be terminated by the Owner upon paid balance; the Design /Builder shall pay the difference to fourteen days' written notice to the Design /Builder in the the Owner. event that the Project is abandoned. If such termination occurs, the Owner shall pay the Design /Builder for Work 12.2 TERMINATION BY THE DESIGN /BUILDER completed and for proven Toss sustained upon materials, 12.2.1 If the Owner fails to make payment when due, the equipment, tools, and construction equipment and ma- Design /Builder may give written notice of the Design /Build- chinery, including reasonable profit and applicable er's intention to terminate Part 2. If the Design/Builder fails damages. to receive payment within seven days after receipt of such 12.1.2 If the Design /Builder defaults or persistently fails or notice by the Owner, the Design /Builder may give a second neglects to carry out the Work in accordance with the written notice and, seven days after receipt of such second Contract Documents or fails to perform the provisions of written notice by the Owner, may terminate Part 2 and Part 2, the Owner may give written notice that the Owner recover from the Owner payment for Work executed and intends to terminate Part 2. If the Design /Builder fails to for proven losses sustained upon materials, equipment, correct the defaults, failure or neglect within seven days tools, and construction equipment and machinery, inciud- after being given notice, the Owner may then give a second ing reasonable profit and applicable damages. • AM DOCUMENT A191, Part 2 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION A191 -1985 • AIM • , 01985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. PART 2-PAGE 9 N.W., WASHINGTON, D.C. 20006 ARTICLE 13 BASIS OF COMPENSATION The Owner shall compensate the Design /Builder in accordance with Article 5, Payments, and the other provisions of this Part 2 as described below. 13.1 COMPENSATION 13.1.1 FOR BASIC SERVICES, as described in Paragraphs 2.2.2 through 2.2.17, and for any other services included in Article 14 as part of Basic Services, Basic Compensation shall be as follows: LUMP SUM AMOUNT $ 190,219.00 13.2 REIMBURSABLE EXPENSES 13.2.1 Reimbursable Expenses are in addition to the compensation for Basic and Additional Services and include actual expenditures made by the Design /Builder in the interest of the Project for the expenses listed as follows: NONE EXCEPT BY CHANGE ORDER • • 13.2.2 FOR REIMBURSABLE EXPENSES, compensation shall be a multiple of t 1 . 1.54 times the amounts expended. 13.3 INTEREST PAYMENTS 13.3.1 The rate of interest for past due payments shall be as follows: (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Design /Builder's principal places of business, at the location of the Project and elsewhere may affect the validity of this provision. Specific legal advice should be obtained with respect to deletion, modification or other requirements, such as written disclosures or waivers.) A191 -1985 AIA DOCUMENT M91, Pad 2 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION • AIA • • ‘cr1985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. PART 2 -PAGE 10 N.W., WASHINGTON, O.C. 20006 ARTICLE 14 OTHER PROVISIONS 14.1 The Basic Services to be performed shail be commenced on * (see below) and, subject to authorized adjustments and to delays not caused by the Design /Builder, Substantial Completion shall be achieved in ( 1 80) calendar days. One hundred and eighty calendar days. * Work shall commence on the date of receipt of a recorded notice to 14.2 The Basic Services beyond those described in Article 2 are: proceed. NONE 14.3 The Design /Builder shall submit an Application for Payment on the 25th of each month, for 14.4 TiebesgnrBu gcerf froi3es af l°rcduci . e 10th of the following month. (List below: this Pan 2, Supplementary and other Conditions, the drawings, the specifications, and Modifications, showing page or sheet numbers in all cases and dates where applicable to define the scope of Work.) ARTICLE 15 revisions, attachments 15.2 Attachments (same as 10.5 Part 1) 15.1 Amend (2.2.2) second sentence to read as follows: Construction documents shall include technical drawings, schedules, diagrams, and specification notes as contained in technical drawings,... This Part 2 entered into as of the day and year first written above. OWNER DESIGN /BUILDER BY BY` J AIA DOCUMENT A191, Part 2 • OWNER - DESIGN /BUILDER AGREEMENT • FIRST EDITION A191 -1985 • AIA• • 41985 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W., WASHINGTON, O.C. 20006 PART 2 -PAGE 11 JENSEN & HOULD ATTORNEYS AT LAW 708 NORTH THIRD STREET POST OFFICE BOX 50457 JACKSONVILLE BEACH, FLORIDA 32240 -0457 Alan C. Jensen Telephone (904) 246 -2500 Stephen A. Hould Fax (904) 246 -9960 April 9, 1996 VIA HAND DELIVERY David E. Thompson Don C. Ford Director of Public Safety Building Official City of Atlantic Beach City of Atlantic Beach 800 Seminole Road 800 Seminole Road Atlantic Beach, FL 32233 Atlantic Beach, FL 32233 RE: Harrell Contruction Co., Inc. Contract For Public Safety Building Dear David and Don: I received yesterday from Joan LaVake the proposed contract for the design /build project with Harrell Construction Co., Inc. I have reviewed it at length and believe that it basically sets forth the agreement approved by the City Commission. However, there are a few items I would like to point out for your consideration and possible discussion with Harrell Construction, as follows: 1. Section 1.3.1 of both Parts 1 and 2 retain ownership of all construction documents with Harrell Construction. I would think that the City should at least be provided with a copy of all such documents and be given written permission to use the documents for any necessary repairs, additions, or other work on this project. 2. Section 3.2 of Part 1 contains budget requirements and line item contingencies for changes which may have to be complied with by the City, if applicable. 3. Section 3.5 of Part 1 contains legal description and survey requirements to be provided by the City. 4. Neither Part 1 or 2 contain any provision for recovery of attorney's fees by the prevailing party if arbitration or legal action ensues. Other than the above concerns, I think the contract is ready to be signed by Mayor Fletcher and the project begun. David E. Thompson Don C. Ford April 9, 1996 Page 2 If you have any other questions, please do not hesitate to contact me. Very truly yours, ALAN C ENSEN ACJ /sky cc: James Jarboe, City Manager (w /copy of contract) Joan LaVake, Purchasing Agent (w /original contract) CITY OF rgtQaurtic Fear% - 96ttida " 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 Ot• ' • FAX (904) 247 -5805 March 28, 1996 Mr. Ron Van Dyke HARRELL CONSTRUCTION COMPANY, INC. 3948 Sunbeam Road, Suite 8 Jacksonville, Florida 32257 RE: BID NO. 9596 -6- 2500 SQUARE FEET OF NEW CONSTRUCTION AND RENOVATION OF EXISTING PUBLIC SAFETY BUILDING Dear Sir: The City Commission at its regular meeting of March 25,1996 has selected your bid in the amount of 8190,219.00 for the above referenced project. You have already received or shortly will receive, a Purchase Order reflecting your bid. Shouid you have any further questions, please contact Don C. Ford, Building Official, at 904/247 -5826. Sincerely, ' ?° Maureen King, CMC City Clerk cc: Jim Jarboe /City Manager Joan LaVake /Purchasing Agent Don C. Ford/Building Official j t 'b CITY OF s, r'1aatec eolida 800 SEMINOLE ROAD , — - - -- -- ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 At FAX (904) 247 -5805 March 28, 1996 Frederick T. Noonev. III PRESIDENT NOONEY CONSTRUCTION, INC. 445 -26 S.R.13, Suite 314 Jacksonville, Florida 32259 RE: BID NO. 9596 -6 - 2500 SQUARE FEET OF NEW CONSTRUCTION AND RENOVATION OF EXISTING PUBLIC SAFETY BUILDING Dear Sir: Thank you for submitting a bid to the City of Atlantic Beach for the above referenced project.. The City Commission at its regular meeting of March 25, 1996 accepted the bid of Harrell Construction Company, Inc. as the lowest and best bid meeting bid specifications. For your information, we are enclosing a tabulation of all of the bids to assist you in your future bidding process. Many thanks for your interest in the City of Atlantic Beach, and we trust if another appropriate project arises you would furnish us with your proposal. Sincerely, Maureen King, CMC City Clerk Enclosure cc: Joan LaVakeiPurchasing Agent Don C. Ford/Building Official o l l I I o m 0 x x z "ZI H z H �� MM y 11 b � Z M fD 0 O H C C N z � 14 CD n t- I- rr m Zr Z 0 '�1 0 0 E 0 K a Z m MI Z t E H H 1 4 0 •• l 0 D) 1... H 'r] A 0 0 H 0 - W > C+7 0 0 0 0 H P H H H o. K 7d 0 Cn o 1 H . z O T H I a W 00 K z H O O czil 9 z C 0 a' Q7 m 0 zl H Z Z M m O , CI Z N N y Z b .a~y 0 'c1 0 0 > Cif H :o H 1 0 17 �` 0 0 '1 ` O > H 0 •o 0 to 0 Z z PI H 0 Z -� H M O r 0 ccnn co A.3 cn Z 0 0 •• H 'y r cn Z C7 I a H n. N x 0 0 z H m z " 0 0 a y 0 r P cn I z ° 0 3 H cn M H m z C c x 0 CA 1 9 INCOMILE ^E BID PAQKA E -,ON RE PONSIoE EID o GA H O i xi 0 C0 3 i m /-4 Z M X 0 ri C A H I i I o 11 I I 1 I I l j m w IIIII 1 i i I ■ 1 1 I 2 I 1 f m A I 1 I � 1 1 1 1 X I D H 1 1 I Z i ! 1 1 1 i I I m n C} j i r �r I 1 m H H H I I Z c, z D - I I I I H x ° z T . W N H i V 2 1F �} 31 0 'C 0 P1 0 I 1 1 I m Wi r l7 N H Cn O H N - m N H In w L N m 1. - fG - .0 - I N 7 'rJ 0 v v o rn t..., r1 ca r1 0o v r H D 0 0 v to „, v1 �, �, 0 O 0 O M H 0 O 0 0 (j z 0 0 0 0 m I C Z w > -1 n x1 13 m XI o r' . I 0 �r m Ho H z '0 m N m P1 [*f :-C •-< G ft .L •C O r C rrl :n h7 h7 C+7 [=7 N cn cn co co ti H V H 0 m z • c O N 0 0 n x 0 m xH •0 A o z a 0 co m w0 3 M H • A H y 7 N X co C 0 f Q L...) 1 rr1 P1 � r" H :n V1 P1 F _ " N A V 0 33 z 0 d 0 m o a, - •t _ 1i CITY OF %Wage& Eau% - 96vrid4 • ~ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 • y FAX (904) 247 -5805 March 28. i 996 Hal Elarbee VICE PRESIDENT OF CONSTRUCTION AS N CONSTRUCTION COMPANY, INC. 3 115 Leon Road Jacksonville, Florida 32225 RE: BID NO. 9596 -6 - 2500 SQUARE FEET OF NEW CONSTRUCTION AND RENOVATION OF EXISTING PUBLIC SAFETY BUILDING Dear Sir: Thank you for submitting a bid to the City of Atlantic Beach for the above referenced project.. The City Commission at its regular meeting of March 25, 1996 accepted the bid of Harrell Construction Company, Inc. as the lowest and best bid meeting bid specifications. For your information, we are enclosing a tabulation of all of the bids to assist you in your future bidding process. Your Bid Bond is also returned herewith. Many thanks for your interest in the City of Atlantic Beach, and we trust if another appropriate project arises you would furnish us with your proposal. Sincerely, Mauree King, CMC ( j City Clerk Enclosure cc: Joan LaVake/Purchasing Agent Don C. Ford/Building Official ✓ , THE AMERICAN INSTITUTE OF ARCHITECTS • • MA Document A310 Bid Bond • KNOW ALL MEN BY THESE PRESENTS, that wEASHTON CONSTRUCTION, INC. 3115 LEON RD., JACKSONVILLE, FL. 32246 as Principal, hereinafter called the Principal, and ATLANTIC ALLIANCE FIDLEITY & SURETY CO. 2955 HARTLEY RD., SUITE 202, JACKOSNVILLE, FL. 32257 . a corporation duly organized under the laws of the State of NEW JERSEY 4 Surety, hereinafter called the Surety, are held and firmly bound uGfieTY OF ATLANTIC BEACH, FL. as Obligee, hereinafter called the Obligee, in the sum of 5% OF THE BID Dollars (5 ), ' for the pa of which suns well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, Jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for 25 SQUARE FEET OF NEW CONSTRUCTION AND RENOVATION OF EXISTING PUBLIC SAFETY ILDING I i NOW, THEREFORE, if tha Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bfd, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished In the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such pond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good. faith contract • with another party to perform the Work covered by said bid, then this obligation shall be null and vuid, otherwise to remain In full force and effect. . i. Signed and sealed this 29TH day of. FEBRUARY 19 96 ' . SHTON CONSTRUC ION, " r j .4 (Prin .' an (Seat) (Wrin J , S t , (Title) • , i ATLANTIC ALLIANCE FIDELITY & SURETY CO. (Wit essl / 1 CAROL A. 110PSON (TW ATTORNEY-IN-FACT • AIA DOCUMENT A310 • BID BOND • AIA 0a • FE8RUAKY 1970 Fn • THE AMFRICAN r INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE,, N,W,, WASHINGTON, D. C. 20006 1 Ank No. 18907 Atlantic Alliance HIM- :IPt'Y AND S1,1 :1 1 Y COti91'ANY Cherry Hill, NJ LIMITED POWER OF ATTORNEY READ CAREFULLY: To be used in conjunction with the bond specified herein. KNOW ALL MEN BY THESE PRESENTS: That Atlantic Alliance Fidelity and Surety Company, a corporation organized and existing under the laws of the State of New Jersey, does hereby constitute and appoint / / / Carol Ann Hopson, Individually / / / its true and lawful attorney(s) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obli- gatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise within the following limitations and condi- tions. FOR USE WITH BID BONDS AND /OR CONSENTS OF SURETY ONLY The execu tion of such instrument(s) in pursuance of these presents, shall be as binding upon the said Atlantic Alliance Fidelity and Surety Company as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. This Pow er of Attorney is executed and may be certified so and may be revoked, pursuant to and by authority of Article IV, Section 3 of the By - Laws adopted by the Board of Directors of Atlantic Alliance Fidelity and Surety Company at a meeting held on the 26th day of September 1989. The President, or any V President, acting with any Secretary or Assistant Secretary, shall have power and authority. (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, and (2) To revoke, at any time, any such Attorney -in -fact and revoke the a t oru iven Further, this power of Attorney is signed and sealed by facsimile p ; a�1 •, 7�' ` ' ' `'` � t .rs of said Company adopted at a meeting duly called and held on the 14th day of December 1989 of which the following is a true excerpt: ,,;�. a fix`. ' 5 Now therefore the signatures of such officers and the seal of `J'fz�' ' "` ` . ixed to yty " .r any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimiles s F k I'ip' •1 shall be ' "x ' e Comp and any such power so executed and certi- fied by facsimile signatures and facsimile seal shall be val , " a z ` . pany in the a s g ri z " nd or undertaking to which it is attached: v3 SuRET IN b t i antic Alliance has caused this instrument to be signed and its corpo- officer thr t d ¢ ° ' s x tw t ,- °'t � �' s ' • CE FIDELITY AND SURETY COMPANY Atlantic Alliance STATE OF NEW JERSEY A y County of Camden t-%/(-412-g-// ✓ FRSE l s� 0� Raymond MacNeil, President On this 31st day of January 1992 before me came the individual who executed the proceeding instrument, to personally known, and being by me duly sworn, said that he is the therein described and authorized officer of the Atlantic Alliance Fidelity and Surety Company; that the seal affixed to said instr anent is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. P AN 1. GR,i , IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the Atlantic Alliance Fidelity and Surety O �pTA ` < Company offices the day and year first above written. * —. 9 * DAWN M. GRAMLEY A�B�� Notary Public of New Jersey My, Commission >Expires Sept. 16, 1996 it/Vt l f./K > k . I John R. Mannering, Secretary of the Atlantic Alliance Fidelity and Surety Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by ATLANTIC ALLIANCE FIDELITY AND SURETY COMPANY, which is still in full force and effect. IN WITNESS WHEREOF, I have thereunto set my hand and attached the seal of said Company this 29TH day of FEBRUARY 19 9 b o SUREry � cA vV B a, John R. Mannering„ Secretary a� > , ...e , s J^ R ) rtilllance .. +fe ** *1 t 4P o w er bf Alto y pnnied on special saf r 3 : a s - :, - ,,,,i,,,04 + ; $� a 14', 5 . i( uential ttuplberiag on the a h C true , i 1 �.�y s s s i �t's si 9 E r J ' d �' t r3x� y .� �l r ,' 2i z a i r s � �y a{ t a � ,......% „ is 41 ,,8 5, i ':_, 'w” ` * . . 7 � . 4,:.;,,,s.,,, , r F ` 1 € ' - t ,.. �� }'` s 1 �, ,1 i 0:x5 ,lf q ' s p ' l '' b ', M � e i n < r ...... '' � " � t " tl a U i t t , of tb18 o f Attorne thhe � , Y f „ l '�OSYww � oYt "<(f��"�9S'$S` r o z 0 o q � I k. ° a co ° w cn cn c A a ^ w M W F ar W N C an F S. O ' U > U d O H . � a _ H 0 0 � ti Z z w ° ° O 0 ~ C cc, c1. a d H cn an cn cn cn '.7 W N W W W W W v: V] a! W Z F r1 o •-a . U rl w . o U 1: 4 u a d m xti • I W ° i z U o 0 0 1 o E 0 o < F 4-1 0. ° (/) W W w N •n o 0 o a4" X N > N O 4,1 1 CC y .4, w N N .--1 0 p o w 1 r U> w 0 I 0 a P• o 1 I O V � � a. I I _� i I h } - W zti _ i 1 a s ¢I I I ! I j t V m W I i I 1 j I I j l Q X i 1 � W I! I it Q w I a 1 1 11 z I 1 ■ N 1 1 1 1 1 1 z v I I I I I I 0 a I o w x I I F aJ w cn .-1 O •. W o > U 0 l ° a y F- QIfi 3®ISNOd 3�I -NO - 2 V) Vd QI: 3:.3IdTd0 NI I j U ti Z I W F 2 cn E V) r V al ° z U v F U A W W N u o A OZ cn F cn ar r. W H U W U cn F . A 1 y� F w - z Z 0 o c._) a o 1.4 < n 1 . o W y o u 0 H a o a u, w Z d H W H a o' a.) • G ,4) A 3 0 to Os Z ° A W F Z W M 'D OD H .--I HI d' C F U W O Z F 0 C 0 a W -1 1 W l U. 1 U O D W a cn Co a+ • o a s ¢ N m A U w E. — cu + m A 0 Z. < j 0.1 u W CO C•J > H CA 0 w + � 2 a a Z ) � x a W H N •..I v • Z L 0 u) ( O C.) H M 0 1--1 z D �A U O Z A W a' ai al -1 a a 0 « « « ..4 Z r • m 3 cc o 2 I • 11.. m H I o l E g a • CITY OF " aortic gead - 94,rida 800 SEMINOLE ROAD �3� - -- - ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 ` J ': 4 FAX (904) 247-5805 March 28, 1996 Robert L. Harris, Sr. GENERAL CONTRACTOR CUSTOM CONSTRUCTION BY HARRIS F.O. BOX 40126 Jacksonville, Florida 32225 RE: BID NO. 9596 -6 - 2500 SQUARE FEET OF NEW CONSTRUCTION AND RENOVATION OF EXISTING PUBLIC SAFETY BUILDING Dear Sir: Thank you for submitting a bid to the City of Atlantic Beach for the above referenced project.. The City Commission at its regular meeting of March 25, 1996 accepted the bid of Harrell Construction Company, Inc. as the lowest and best hid meeting bid specifications. For your information, we are enclosing a tabulation of all of the bids to assist you in your future bidding process. Your Bid Bond and Official Check #001944206 is also returned herewith. Many thanks for your interest in the City of Atlantic Beach, and we trust if another appropriate project arises you would furnish us with your proposal. Sincerely, Maur King, CMC City Clerk Enclosure cc: Joan LaVake/Purchasing Agent Don C. Ford/Building Official V w °° - - - - - - - - - - - Z V FE co ° N 0 00 v w - CE) A 0 ) 0 - w CO r a a' c') c cn •1 0 U > 0 a E4 • E- i _ o o C .'- " ) Z z w ° o 0 ° H 2 o, H a CI. 4,4 00 co co co N 1.4 a w X a >-. r N r N P. co a' W O1 0 .-r U ,-1 W I a a U w to O. a x a u i- x 4 Z 0 w ° 0 0 0 z 0 ° o 0 0 2 0 Q E. n °0 w w co co w - ° 0 0 a f` > » >• >• >. " •• w N > cs1 C.1 an ^" E r y w N N . LL a U tu ¢ q ( ' 1 CI J. W m Cl Z "1 ? . . F7 a F Z 1 CO f-: 1 1 1 W , 1 U Er a ■ z 0 1 1 I i 1 cel w Z 2 1 I I I I j i a I � E- I 1 IQ F a' w co 4. z .--I U > ( I 0 y u (III 3AISNOd 32Z NON 3OVNOVd QI 3 dC l z U x •- ) j 2 w F co 0 V) H E O Z N u U 0 to 7 0 0 W W d U 0 o ca z d Cr) a o N 4)) .. Z a 0 w 0 v) H A 2 0 F W Wz x i MD 1 U a a 0 1 a 0 la-1 4 (A N 0 Z N W E. 1.,.• Z H n P: 0 d • 00 q 00 0 0 W F Z W .,-1 . . .-1 d 144 V w 0 Z H U •� 0 y " w 00 0. 0 V 0 0 k) a v) a • 0 yz ou m z¢ a+ Z zZ 0 o 0 Z v - ' -4i w C7 H 0 > F 0 W w +' z . . 0 a • W Z W m ti Z W 0 a ) 00) 0 0 ❑ w w z 0 G 0 0 O 2 W W C H Z N 0 0 H 4-1 0 $ 0 v M Z a s v) a) 1-1 a a. 0) . * . 0 m Y r O ,. Q W i 0 EL m THE AMERICAN INSTITUTE OF ARCHITECTS • AIA Document A310 Bid Bond BOND # GE5780486 KNOW ALL MEN BY THESE PRESENTS, that we CUSTOM CONSTRUCTION BY HARRIS, INC. (Here insert full name ,and address or legal title of Contractor) P. O. BOX 40126 JACKSONVILLE, FL 32203 as Principal, hereinafter called the Principal, and GULF INSURANCE COMPANY (Here insert full name ,and address or legal title of Surety) 5550 WEST TOUHY AVENUE SUITE 400 SKOKIE, IL 60077 a corporation duly organized under the laws of the State of MISSOURI as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF ATLANTIC BEACH, FLORIDA (Here insert full name ,and address or legal title of Owner) 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32206 as Obligee, hereinafter called the Obligee, in the sum of 5 % OF BID AMOUNT NOT TO EXCEED TEN THOUSAND AND NO /100 Dollars ( $ 10,000.00 ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for NEW CONSTRUCTION /RENOVATION PUBLIC SAFETY BLDG., ATLANTIC BEACH, FLA Here insert full name, address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 28TH day of FEBRUARY, 1996. CUS.�/�i CON TRU T Al HARRIS INC. r / / 3 (Seal) (Witness) itle) GULF INSURANC COMPANY l (Seal) (Witness) (Title) JOSEPH M. WILLIAMS, ATTORNEY -IN -FACT AIA DOCUMENT A310 • BID BOND • AIA ® • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W. WASHINGTON, D.C. 20006 1 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. GULF INSURANCE COMPANY BOND 4 ' KANSAS CITY, MISSOURI NUMBER GE 0 j POWER OF ATTORNEY NAME, ADDRESS ORIGINALS OF THIS POWER OF ATTORNEY ARE PRINTED ON BLUE PRINCIPAL: CITY, STATE, ZIP SAFETY PAPER WITH TEAL INK. DUPLICATES SHALL HAVE THE SAME FORCE AND EFFECT AS AN ORIGINAL ONLY WHEN ISSUED IN CONJUNCTION WITH THE ORIGINAL. KNOWN ALL MEN BY THESE PRESENTS: That the Gulf Insurance Corn_ CUSTOM CONSTRUCTION BY HARRIS, INC. pany, a corporation duly organized under the laws of the State of Missouri. having its principal office in the city of Irving, Texas, pursuant to the following resolution. P. O. BOX 40126 adopted by the Finance & Executive Committee of the Board of Directors of the said JACKSONVILLE, FL 32203 Company on the 10th day of August, 1993, to wit: "RESOLVED, that the President, Executive Vice President or any Senior Vicc President of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attorney-in -Fact, such persons. firms. or corporations as may he ,selected from time to time: and any such Attorney-in-filet may he removed and the authority granted hint rooked by the President, or any Executive Vice EFFECTIVE DATE President, or any Senior Vice President. or by the Board of Directors or by the Finance and Executive Committee of the Board of Directors. FEBRUARY 28TH, 1996 RESOLVED. that nothing in this Power of Attorncv shall he construed :is a grant of authority to the attorncy(s) -m titct to sign, ex ate, ac4.non! edge. deliver or Other- CONTRACT AMOUNT wise issue a policy or policies of insurance on behalf of Gulf Imurance Company. - RESOLVED, that the signature of the President. t xecutiyr \ ice President or $ 200, 000.00 any Senior Vice President. the Seal of the Company in nr attixe to any such and m Power of Attorney or any certificate relating thereto hy facsimile. and anv such { powers so executed and certified by tacsimilc signature ;m i lacsir.tile seal shall he BOND AMOUNT valid and binding upon the Company in the future «ith rc -fiect to any bond tied documents relating to such ponds to which they are a'tac! — i " $ 10, 000.00 (BID BOND) Gulf Insurance Company dots hereby make. constitute and appoint JOSEPH M. WILLIAMS its true and Loy fill nttorneyU,- in- f: with full p0 0∎u .nd ;ttiotity, herein conferred in its name, place and stead. t0 sign. execute. iris nov. ledec and deliver in its b e h a l f , as suet\, :mV and a l l bonds and undenahit 0! i t c s h i p . and 10 hind Gulf Insurance Connpanc thereby as tulle ,end U 1 , ' me extent as if any bonds. undertakings and documents relating to such bonds tTld or 0 t,',in _s oyes SO led M the duly authorized officer of the Gulf Insan . ::: Company :Ind all the acts of Said auorneytst -in- titer. pursuant to the authority herein g„ On. ale hcrehy ratified and confirmed. The obligation of the Company shall not exceed one million a S1.000.110d.(101 dollars_ IN IYFI'NESS ‘WHEREOF, the Gulf Insurance Company has caused these presents to be signed be any officer of the Company and its Corporate Seal to he hereto affixed. S V (7,--(;A 0 ` CO GULF INSURANCE COMPANY L F y C SEAT, • 7 r ` �i 4 f'SSOxtP / �� STATE. OF NEW YORK 1 Christopher E. Watson 1 SS President COUNTY OF NEW YORK ) On this 1st dm of February, 1994 A.D., before me came Christopher E. Watson, known to ere personaih who being by me dub sworn. did depose and say; that he resides in the County of VYestchester, State of New York; that he is the President of the Gulf Insurance Company , the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instruments is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order. J P KER9 _ /� i NOTARY z l N� A(/B1.\G . v tee Ursula Kerrigan STATE OF NEW YORK . 1 Op NFw No. 02 New $043950 1 SS Qualified in New York County COUNTY OF NEW YORK ) Comm. Expires May 15, 1997 1, the undersigned, Senior Vice President of the Gulf Insurance Company, a Missouri Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force. ��uFANCF Signed and Sealed at the City of New York. / 4 C co .4A Y z SEAL -� Dated the 28TH day of FEBRUARY , 1996 \ \\,,,, :so 0 1 // / ,L,A.,,,„., P PAGE 2 OF 2 Lawrence P. lliniter Senior Vice President ill * I Alm e,7 sib `9 — t eApcOf , �. � ,—� , r � p , rir ` .r- " ,-rr� °' � � • -'� `"�- -'�- 'Ti,: ..I. a T,A r � ' , . a '144 E DOC I. ENT A S ALL K LE 1 segittI SECURI f ATU B nrx t f t TOWER :11 c .T y t3}i BRtf za aatozo: Issued b I4 '. PurchaserjU, ; TOM CONSTRUCTION BY ITC }Y1' ` I1JC;, p. Pay to Date F l;}i "_�, 7 991, il (� the order of t CITY OF }�TT,AN1'TL' 31 ?tiCH- a K <{> H t # . $ p. : k�4 ia;`?d.'#=P=?; 3k#3# #>4:3k #3ky #.i'�'1[ . �)LJ , ; .�i s k k i N INE HUNDRED FIFTY HNLi C[?. i 10 + ** raw y: ++4 :- a ,r ** :,<;_ #: #�ra1 . !, D ollars A' FIRST UNION NATIONAL BA OF FLOR '-'.1'• F iV rye, t , . ■ ili,AC ny n a,ea FavI (lit Systems, Ix, Ervewo Co I „ y R aw a iI.r. nlertaw &kiK Of Delve,. NA .;CenrgrCO Authorized Signature J 1 :/0200001a1:8 L 0049 1 00 L944 20611' THE VARIABLE TONE BACKGROUND AREA OF THIS DOCUMENT CHANGES COLOR GRADUALLY AND SMOOTHLY FROM DARKER TONES AT BOTH TOP AND BOTTOM TO THE LIGHTEST TONE IN THE MIDDLE. ti z+sib` } i .3fl.........f01i 30 34 ial5443;.0 660.i?.4 T. ig3ii )i31St?iii***Vatti ,03 Z' »i'ti iiit ' ' it# 4 .:.apt+ 0 tfi;i t3it3tf":iaT OnO all4?Jf3 • 33rt0/0it 3! 1±A i il " v CENTRAL LOCATING SERVICE, LTD, INC. 6900 Phillips Hwy. #32, Jacksonville, Fl 32216 FIELD MEET INFORMATION TICKET # - (i / AREA CODE# : - ' 'l- DATE & TIME OF MEET; t`', ./ ; 7' "� ," i is e'er' ,,� CONTRACTOR: '' % /' ' '' Z TELEPHONE NO: e" ' ›., SPOKE TO: j „ i /�'.t DATE & TIME WORK TO BEGIN: ".": / ' c, ( EXTENT OF WORK: ' ,% 0 .;, rt s ci > 1 /,';: rp REASON FOR FIELD REQUEST: -\ ' -'!" - ?: - .2: ` 5 "EXACT" LOCATION: S i 6"sf7,,,i` , x / '.' ' , z-' ' Cl f * * * REMEMBER: If In doubt of any markings, please call us at (904) 296 -7754* * * DIAGRAM Sketch (No t scale, Foo s must be noted) r, n l .,, / 5 ,0`4. er . c 1, 11 ; , , tV{ L ... / . k. r ' _____:74,, ,,,,, ,,,, , , 1 ,,,,,,,,:740,7 /!(7,./z_p,..„:27',,, _.„:22' \l yy , l IMPORTANT NOTE TO EXCAVATOR: It is your responsibility to pot hole, expose and properly support the telephone cable or facility when excavating within 24" of either side of location markings or when crossing the cable or facilities. Location information is not valid if location markings are removed or destroyed. For Additional Markings: Call Sunshine State One -Call r----/ SOUTHERN BELL TELEPHONE: 1 -800- 432 -4770 Indicate NORTH FLORIDA POWER AND LIGHT: 1 -800- 432 -4770 by arrow: l CONTINENTAL CABLEVISION: 1 -800- 432 -4770 / / JACKSONVILLE ELECTRIC AUTHORITY: 1 -800- 432 -4770 \\ // CLAY ELECTRIC: 1 -800- 432 -4770 FLORI UBLIC UTILITIES: 7 1-800-432-4770 �,,,/ mi l' ir " ( ,. f _ ' f t i i FIELD REPRESENTATIVE - CLS CONTRACTOR ,< 1 fl 4 HARRELL CONSTRUCTI ON COMPANY, INC. May 21, 1996 City of Atlantic Beach 800 Seminole Road Atlantic Beach, F1. 32233 Attn: Mr. Don Ford Re: Public Safety Addition /Renovations Dear Mr. Ford, As requested, the following is an estimate to complete site work as described in Ellis and Associates, Inc. soils report dated 5- 16 -96. Furnish labor, materials, equipment, testing and supervision to remove soils in the building pad area to a depth of 3' below existing grade, dispose of off site, import new fill, install and compact to subgrade for new building. Amount for work described $5,748.36 Should excavation below 3' -0" be required, work shall be performed an a unit basis of $57.33 per load excavated and removed and $84.50 per load of inport fill installed and compacted. Owner to relocate telephone lines if required. Upon acceptance of this proposed change, a formal change order will be submitted. If you have any questions, please feel free to call. Sincerely yours, rtr' . f� y Harrell Construction Company, Inc. rL;0' / { S t 2 1996 Ron Van Dyke((��.) ,,.• Project Manager s d'rc,i`�= ai;"�' 3948 Sunbeam Road, Suite 8 • Jacksonville, Florida 32257 • (904) 268 -5518 • Fax (904) 262 -3414 ' ran. 1 1147 LAWS I�1 rs 713.17 yil RAMCO IOAM w atire of M Commentetttent IN eon-ways) fnhom it mttg rax ee= The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property Lots 44, 45, 46, 47, 48, 49, Saltair Section 2 of the current public records Duval. Count, FLorida General description of • owom.nit Interior Renovations and Addition of 2 1 555 square feet owner City of Atlantic Beach Addreu 800 Seminole Road, Atlantic Beach, FL 32233 Owner's interest in site of the improvement fee simple Fee Simple Title holder (if other than owner) Name Address tontrador Harrell Construction Company Addr 3948 Sunbeam Road #8, Jacksonville, FL 32257 -7500 •»_»»»_» ut Surety (if any)....._ Address. •� .. ».._.. ....»... ».. Amount of bawl Name of person within the State of Florida designated by owner upon whom mien or slier doowwrs way be served: Name Alan Jensen, Esquire Address 708 North Third Street, Jacksonville Beach, FL 32250 In addition to himself, owner designates the following person to receive s copy of the as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option) L�nors Notice Nam. Don C. Ford, Building Official Address 800 Seminole Road, Atlantic Beach, FL 32233 TN IS ePwct w eMw cos RECORDER'S t C Y QF \ BEAC H .•. JI ity..... er vw111r Sworn to and subscribed before OM dig-- 3rd &yd. June 4- i. *ift, _.._ Notary PlA ftTRICIA AMONETTE , STATE OF F LOriRA PU \ly Conn Exr. /, .I/ PSR 38 '12026 DEPARTMENT OF ING CITY OF ATLANTIC BEACH' PERMIT INI ORMAT ON ' LOCATION INFO1I44ATION - Permit Number. 12026 Address . 850 SEMINOLI ROAD? Permit T'ype:BUILDING ATLANTIC BEACH, P`LOR°IDA 32233 Class of Work :R MODEL -- _,.. - LEGAL DESCRIPTION Constr. Type :1 FRAN.Z _Block: Lot: Twp: CI Proposed Uae:GOVERNMENT • BLDG • Section: 0 Subd: Rng Q Dwellings: 4 Subdivision: Est 'Value: 0.00 Improv Cot 190.000.00 Total 'Pe -s: 0x00 • • . Amount a . 00 • Date _ • Nor •VATItONS AND A 2,555 S.F. ADDITION ' -�- _»�- APPLICATION FEET BC Add a w OAD ••' .• • • PLORI'DA-•?4 aa• hon ( J 6 I n ., y` II x' ,;. • w • PO"t MAT I Name HA s L ` C � 141 'x o PANY ACKS N rt , , .' , P`L 32257 -7 500 ' ,B E p * / / • T 1 _*4 ' ..ev" ..._+ NO ES f �E ,COIVCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING ti PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, :RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACE© IN PUBLIC SPACE, AND •MUST BE CLEARED UP AND HAULED.AWAY BY EITHER"CONTRACTOR OR -OWNER � .U R E TO ► COMPLY WITH THE MECHANIC'S LIEN LAW AN RESULT IN THE PROPERTY OWN VI NE TWICE FOR THE BUILDING G IMPROVEMENTS" ISSUE ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION •FOR ELATION OF APPLICABLE PROVISIONS OF LAW. :ATLANTIC BEACH BUILDINC3 ME CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : City of Atlantic Beach Address: 850 Seminole Road Phone: (904) 247 -5869 Lot # Block or Unit # Subdivision: Contractor: Harrell Construction Co., Inc. State License # CG C010394 Address: 3948 Sunbeam Road, Suite 8 Phone No: (904) 268 -5518 Describe work to be done: Interior renovations and a 2,555 S.F. addition. Present use of building: Fire Station Valuation of Proposed Construction: $190,000.00 Proposed use: Fire Station Is this an addition? YES If yes, what are the dimensions of the added space: 35 ft. X 73 ft. Will the added area be heated and cooled? YES New electrical (or increase)? YES New plumbing fixtures? YES New fireplace? No New Heat /AC? YES SUBMIT ak6K COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: 1 Date: Signature CONTRACTOR: f Date: 7 te. License Supplied: 7)7 CA 77 . Y� ! T f•. t Yawad M, + ppggl i Liability Insurance: � k [ 111 Worker's Com ens u p anon Insurance: 4 1996 Building and Zoning ..mponent Performance Method for Commercial Buildings Form 400B -94 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA /COM -94 Version 2.1A PROJECT NAME_ PUBLIC SAFETY BUILDING PERMITTING OFFICE: ADDRESS: _850 SEMINOLE ROAD Atlantic Beach _ATLANTIC BEACH, FL CLIMATE ZONE: 3 OWNER: _CITY OF ATLANTIC BEACH PERMIT NO: AGENT: JURISDICTION NO: 261100 BUILDING TYPE: Service Establishments CONSTRUCTION CONDITION: Existing Building DESIGN COMPLETION: Addition CONDITIONED FLOOR AREA: 2496 NUMBER OF ZONES: 1 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 4 COMPLIANCE CALCULATION: METHOD B DESIGN CRITERIA RESULT ENVELOPE PERFORMANCE 50.50 66.66 PASSES OTHER ENVELOPE REQUIREMENTS PASSES LIGHTING INTERIOR LIGHTING 4531.00 4539.87 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER 10.00 10.00 PASSES HEATING EQUIPMENT 1. HSPF 6.80 6.80 PASSES AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. Unconditioned Space 4.20 4.20 PASSES WATER HEATING EQUIPMENT 1. EF 0.54 0.54 PASSES PIPING INSULATION REQUIREMENTS 1. Non - Circulating 0.00 0.00 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifica- specifications covered by this calcu- tions covered by this calculation lation are in compliance with the indicates compliance with the Florida Energy„ fficie y C de. Florida Energy Efficiency Code. PREPARED BY: 'h - =A.4 _/ .._._. ---. Before construction is completed, DATE: 5' '" , % 24 , this building will be inspected for compliance in acc.rdan e ith I hereby certify that this building is Section 553.908, . Flo •a ites. in compliance with the Florida Energy BUILDING OFFICIAL: _ f L Efficiency Codf -�. DATE: �. -�'6 OWNER /AGENT: DATE: ,5 -Zy -96 I hereby certify( *) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNEx REGISTRATION/STATE €RCHITECT : MECHANICAL: PLUMBING ELECTRICAL: LIGHTING : (*) Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. BUILDING INFORMATION COMPLIANCE 401. GLAZING- -ZONE 1 CHE CK v - Elevation Type - YP U SC VLT Shading Area(Sqft) North Commercial 1.1 1 1 None 66 East Commercial 1.1 1 1 None 26 South Commercial 1.1 1 1 None 13 Total Glass Area in Zone 1 = 106 Total Glass Area = 106 402. WALLS - -ZONE 1 Elevation Type U Added R Gross(Sqft) North Frame Wall + 3" InS. 0.081 8 584 East Frame Wall + 3" InS. 0.081 8 278 West Frame Wall + 3" InS. 0.081 8 278 South Frame Wall + 3" InS. 0.081 8 104 Adjacent Frame Wall + 3" InS. 0.081 0 584 Total Wall Area in Zone 1 = 1827 Total Gross Wall Area = 1827 403. DOORS - -ZONE 1 Elevation Type U Area(Sqft) South 1 -3/4 Steel Door - Fiberglass /Mineral woo 0.60 21 East 1 -3/4 Steel Door - Fiberglass /Mineral woo 0.60 21 Adjacent 1 -3/4 Steel Door - Fiberglass /Mineral woo 0.60 42 Total Door Area in Zone 1 = 84 Total Door Area = 84 404. ROOFS ZONE 1 Type Color U Added R Area(Sqft) SUSPENDED CEILING R -30 Medium .033 0 2496 Total Roof Area in Zone 1 = 2496 Total Roof Area = 2496 405. FLOORS ZONE 1 Type R Area(Sqft) Slab on Grade /Uninsulated 0 2496 Total Floor Area in Zone 1 = 2496 Total Floor Area = 2496 406. INFILTRATION (CHECK Infiltration Criteria in 406.1.ABC.1 have been met. 407. COOLING SYSTEMS Type No Efficiency IPLV Tons 1. Split System 2 10 0 3.50 408. HEATING SYSTEMS Type No Efficiency BTU /hr 1. Split System 2 6.8 42000 409. VENTILATION (CHECK Ventilation Criteria in 409.1.ABC.1 have been met. 410. AIR DISTRIBUTION SYSTEM AHU Type Duct Location R -value Split / PTHP Air -to -air Heat Unconditioned Space 4.2 411. PUMPS AND PIPING -ZONE 1 Type R- value /in Diameter Thickness 1. Non - Circulating 0 1 0 412. WATER HEATING SYSTEMS -ZONE 1 Type Efficiency StandbyLoss InputRate Gallons 1. <= 75,000 Btuh .544 0 4.5 40 413. ELECTRICAL POWER DISTRIBUTION CHECK Metering criteria in 413.1.ABC.1 have been met. Transformer criteria in 413.1.ABC.2 have been met. 414. MOTORS Motor efficiencies in 414.1.ABC.1 have been met. 415. LIGHTING SYSTEMS ZONE 1 Space Type No Control Type 1 No Control Type 2 No Watts Area(Sqft) Study Hall 1 On /Off 2 On /Off 1 4531 2496 Total Watts for Zone 1 = 4531 Total Area for Zone 1 = 2496 Total Watts = 4531 Total Area = 2496 CHECK Lighting criteria in 415.1.ABC have been met. 16. HVAC load sizing has been performed. (407.1.ABC.1) 17. Duct sizing and design have been performed. (410.1.ABC.1.2) _ 18. Testing and balancing will be performed. (410.1.ABC.4) 19. Operation /maintenance manual will be provided to owner.(102.1) gip HARRELL CONSTRUCTION COMPANY, INC. April 25, 1996 11).P 2 9 1996 City of Atlantic Beach 600 Seminole Road 7 - n 016V11 `TC': ‘,11 Li u Atlantic Beach, Florida 32233 Attn: Mr. Don Ford Building Official . . . . . Re:, c Beach Fire Sta. Dear Mr. Ford: This letter is to inform you that we are calling to question information made available to us regarding the condition of the existing building site. On or about March 13, 1996, you made available to us 90% complete drawings on the existing Fire Station. On or about April 25, 1996, you made available to us 100% complete drawings of the existing Fire Station. One difference in the two sets of drawings is that the 100% drawings show piling below the footings. Also, the core borings that were issued to us prior to the bid were not taken adjacent to the location of the proposed addition. On April 17, 1996, the the on-site pit excavation was performed by the city and debris was discovered below grade. Lastly, the report issued as a result of the pit excavation, by Ellis and Associates, Inc., does not address soil bearing capacity. Based on all the information above, when reviewed as a total package, we feel that it would be in your best interest to hire Ellis and Associates to complete the investigation by providing you with borings within the area of the proposed building, and a detailed foundation analysis. In my opinion and the opinion of our designer, the stability of the site has been called into question. 3948 Sunbeam Road, Suite 8 • Jacksonville, Florida 32257 • (904) 268-5518 • Fax (904) 262-3414 CITY OF rfeeetatee eeae - 9tottida 800 SEMINOLE ROAD ;;4;,, — – -- ATLANTIC BEACH; FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 May 1, 1996 Harrell Construction Company, Inc. 3948 Sunbeam Road, Suite 8 Jacksonville, FL 32257 Subject: Remodeling and Expansion of Public Safety Building Bid No. 9596 -6 Atlantic Beach, Florida Gentlemen: We have enclosed herewith for your records an executed copy of the contract between your firm and the City of Atlantic Beach for the above referenced project. We look forward to working with you on this project and request that you coordinate your work through our Building Official, Don Ford, and keep the City Manager informed. Sincerely, M reen King (� City Clerk xc: Cit y Manager uilding Official Encl. c-• N tT1 c. 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SUBMITTED BY: ___ JItSz.E!_`l3<RAI..QQQL1u.Itigp. SUBMITTED: _- _, 19 ff r ) JACKSONVILLE, FLORIDA 32226 (904) 641.4717 The undersigned, as Bidder, Hereby declares that the only person or persons interested in the proposal as Principals is, or are, named herein and that no other person that herein mentioned has any interest In this proposal or in the contract to be entered into; that this proposal Is made wjthout connection wjth h other person, company, or parties making a bid or proposal; and that it is in all respects fair and in good faith, wjthout collusion or fraud. The Bidder further declares that he has examined the site of the work and informed himself fully in regard to. al I conditions pertaining to the places where the work is to be done; that he has examined the plans and specifications for the work and contractural documents relative thereto, and has read all special provisions furnished prior to the opening of bids, that he has satisfied himself relative to the work to be performed. The Bidder proposes and agrees, if this proposal is accepted, to contract with The City of Atlantic Beach, Atlantic Beach, Florida, in the form contract specified, to furnish all '! f 00310 -1 necessary materials, equipment,, machinery tools, apparatus, means of transportation and Iabor necessary to complete the contract in full and complete accordance with the shown, noted, described, and reasonably intended requirements of the plans and specifications and contract documents to the full satisfaction on the contract wjth The City of Atlantic Beach, Atl antic Beach, Florida, with a definite understanding that no money will be allowed for extra work except as set forth in the attached general conditions and contract documents, as fol lows: aas.E_aln AlI materials, equipment, labor and supervision necessary to accomplish the work described in the Contract Documents for The City of Atlantic Beach, dated March 9, 1987 and addenda dated below at the following Iump sum price: ELME_alla $ 600,000 - j (Nume a l s) t _ .ci C. ousfib. • N yLL3a CY© _ M , • ( Written) 4LIEEL8IE_ EL_I : Lump sum price, either deduct add, beyond Base Bid to construct Public Safety Building ling on foundation system described in Earthwork and on Contract Drawings, Sheet S -1A. F , : ALTERNATE O �1 i� a( RI.;+�sM P " (Numera s) ( 48fi' 1 t .�S ar' ` : 7; / j) -4 ` 6 " 0 tic-I- A kJ , , (Written) eEZERMAIE_HQ.z: Lump sum price beyond Base Bid to provide demolition of existing fire station /police building (shown on sheet SU of the drawings with the exception of western most wing) including surrounding existing pavement. ALL EXISTING TREES I N DEMOLITION AREA SHALL BE PROTECTED BY FENCING AT DRIP LINE FOR THE DURATION OF THE PROJECT. A.(14 0 ALTERNATE NO. 21 E___.LC BQD .i (Numerals) j/13 - AC J --- 'Ie.) lkotts_k_..,E...4_41 (I Aco, (Written) 00310 -2 ALIEBNAIE_IQ.._3. Lump sum price beyond Base Bid to provide metal roof system described in Section 07410 of the Specifications in 1 ieu of Asphalt Shingle roofing. ALTERNATE NO. 3 S 2, LOL,;C) (Numeral s) gr. k_ (Written) ALIEBUAIE Lump sum price beyond Base Bid to provide and install Kitchen Appliances described in Sect on 11001 - Equipment. Cgs ALTERNATE NO. 4: • (Numeral s) .T44- - � 1 2 � _ . � _ _ d I ICJ . (Written) ALIEE AIE_tlQ.._1: Lump sum price beyond Base Bid to provide ceramic ti le full height, (in . I leu of 48" high wainscot as cal i ed for I n Base Bid) in all rooms specified to receive ceramic tile. in ALTERNATE NO. 5. $ (Numerals) ptAA N y (Written) ALIEBNAIE_HQ.. : Lump sum price, either deduct or add, beyond Base Bid, to provide wood Iockers in Dorm Area, rooms 134 and 134A, as described in Section 06200, in lieu of acoustical metal lockers specified in Section 10500. Pr-1 00 ALTERNATE NO. 66 $ � �� ✓ (Numerals) (Written) 00300 -3. Addendum Receipt: Bidders shall acknowledge below the receipt of all addenda, if any, to plans and specifications. ADDENDUM NO. _ I_ DATED_ .\ ISC50 ADDENDUM NO. _2 DATED_ 7,L 3196q ADDENDUM NO. DATED ADDENDUM NO. DATED ADDENDUM NO. DATED Addresses: The full names, business addresses and business and emergency telephone numbers of persons and firms interested in the foregoing bid, as principals, are as follows: (If Corporation, Pre !dent, Secretary and Treasurer identification.) t- — - sreAk NU o ih (,) • A-Jc--4 .)( s ea.gi &_1.. 41,12.2‹, S 1 . . : : ; ..1.... "ci....2„.1.62,;(2.4 .A • Ti ' e: , ..\ d 1 Ac 00340 -4 AEEEIWIX_8 Proposed Superintendent: r e' G /: T! J fL c' A)v L _per_ 1 List of Major Subcontractors and Shop Fabricators: 21xlaian_iSaans2 Rama 6siacaaa _ _sAa c ALL RA - , (-Lt,. 1_1 2L-z- Li 3 Z ZZ.r . 3_-___ t: ) _c.st�s 4, 03 C En,rL peat i tibr /'psi T 4 - =__Ad . Divot Q CZ-OLJ.L1 ligio 4 / S"7 e' i 4 gal) 5 - =- :11-L Vu 1 c f ,r ,14e L . / 1 17. ®K,&i s tlw y - 33 1 x f W(n Q IA' c-i2., r.da..Q J /3 G� elfr/ fieal7i7i iced T4-x 1: ii �s (matt-4-44 9 157 L -sa. 7 srrc A/ S,-az- r _.1'1221=LN� ._ g. _S • 4.` . . J 23 t - iv &- -Pg l � C o It7TZc -,e" z; I _E._ __1___ ll '^ � / �'_ Il." 5112 /c ett,d �ot.x. / Hi._ ' cerzhiLlg..D.il-_, ..A4...c.<1bt La..14.J / -- G ' 1.7Pf;ii- 1)201L rdx V ___ kt_ t- *n /4cbyb ll� (1, /k(Ex s _ _ __4 LKZ.`✓�'4 _4L/t ..4z-g.. .R.. _ L.. ^g lb 3 S[ - c, rsg/i¢Va to /'' �'1:;"?_ riLe_c` /1 -L-- g.'Yg- LPc44 C 3 5 -Z - A rslreL a T4.7.. END OF SECTION 00310 -5 • Bond No. oc The Ohio Casualty Insurance Company 136 North Third Street, Hamilton, Ohio 45012 BID BOND The American Institute of Architects, AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we Adcox Construction Company, Inc., 123 General Doolittle Road, Jacksonville, Florida 32225 as Principal, hereinafter called the Principal, and THE OHIO CASUALTY INSURANCE COMPANY of Homilton, Ohio a corporation duly organized under the laws of the State of Ohio as Surety, hereinafter called the Surety, are held and firmly bound unto The City of Atlantic Beach, Atlantic Beach, Florida as Obligee, hereinafter called the Obligee, in the sum of Five Per Cent of The Amount Bid Dollars ($ - - - - 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, adminis- trators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Construction of Public Safety Building , Atlantic Beach, Florida NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accord- ance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the dif- ference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 7th day of April 1987, \ � r, Adcox Construction Company, Inc. (Principal) (Seal) (Witness) i ( j ?„ (Title) C Jo n W. Adcox resident E OHIO CASUALTY INSURANCE COMPANY mwm (wit ss) Revised to February, 1970 Michael J./iaHood «n -Fact) 58 5714b Printed in U.S.A S -4148b • CERTIFIED COPY OF POWER OF ATTORNEY TIES OHIO CASUALTY INSURANCE COMPANY NOM WPM MAMILTOIK OHIO No. 22 -163 K now Au gi fig Ishtar cant glik That THE OHIO CASUALTY INSURANCE COMPANY. fat pv.waee of authority wasted Iry Article VL Section 7 of the By -Lowe of said Company. does hereby nominate. constitute and appoints L. P. Mangus, Jr. or Elizabeth A. Mangus or L. Preston Mangus, III or Michael J. LaHood or John W. Mangus of Jacksonville, Florida - - - its true sad lawful a sad attorney -in -fad, to slake. execute, seal and deliver for and on its behalf s surety. and as its act and deed W sad an BONDS. UNDERTAKINGS. and RECOGNIZANCES. not exceeding in any sisals iastaao. FIVE MILLION (s 5,000,000.00 - ) Dollars, excluding, however, any bond(.) or undertaking(*) guaranteeing the payment of notes and interest thereon And the execution of such bonds or undertakings in pursuance of these presents. shall be as b' n s as per person.. fully and ampl to all intents and purposes, as if they had been duly executed and acknow the elected officers of the Company at its office in Hamilton. Ohio. in their own proper »fi r Ile authority granted hereunder supersede. any previous authority heretofore granted the above named attorney(.)-in -fact. 0:70;: In WITNESS WHEREOF. the undersigned. officer of the said The Ohio Casualty m Insurance Company has hereunto subscribed ae and affixed the Ce to Seal of the said The Ohio Casualty Insurance Comp 17th y r e 19 $5 STATE OF OHIO. t Assistant S 4 d COUNTY OF BUTLER J SS. On this 17th day of December A. D. 19 85 before the subscriber. • Notary Public of the State of Ohio. in and for the County of Butler. duly commissioned and qualified, came Richard T. Hoffman, Assistant Secretary - of THE OHIO CASUALTY INSURANCE COMPANY. to ate personally known to be the individual and officer described in. and who executed the preceding instrument. and he acknow- ledged the execution of the same, and being by me duly sworn deposeth and with. that he is the officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. es." IN TESTIMONY WHEREOF. 1 have hereunto set my hand and affixed sty Official + ,�VYt tt4 Seal at the City of Hamilton. State of Ohio. the ay and year first above written. te: I ' �' Notary Public in and for my of sr. State of Ohio •• ••• • • ••.. ... • V , et f , My Commission expi December 24 » ». This power of attorney is granted under and by authority of Article V1, Section 7 of the By -Laws of the Company, adopted by its director. on April 2. 1954, extracts from which read: "ARTICLE VI" "Section 7. Appointment of Attorney - in - Fact, etc. The chairman of the board. the president. stay vice- president. the secretary or any assistant secretary shall be and is hereby vested with full power and authority to appoint attorneys - in - ltd for the purpose of signing the name of the Company as surety to. and to execute. attach the corporate eastt, acknowledge and deliver any and all bonds, recognizance., stipulations. undertaking. or other instruments of suretyship and policies of insurance to be given in favor of any individual. firm. corporation, or the official representative thereof. or to any county or state, or any official board or boards of county or state. or the United States of America, or to any other political sub- division." This instrument is signed and sealed by facsimile as authorized by the following Resolution adopted by the director. of the Company on May 27, 1970: "RESOLVED that the signature of any officer of the Company authorized by Article VI Section 7 of the by -laws to appoint attorneys in fact. the signature of the Secretary or any Assistant Secretary certifying to the correctness of any copy of a power of attorney and the seal of the Company may be affixed by facsimile to any power of attorney or copy thereof issued on behalf of the Company. Suck signatures and seal are hereby adopted by the Company as original signatures and seal. to be valid and binding upon the Company with the lame force and effect as though. manually affixed." CERTIFICATE I. the undersigned Assistant Secretary of The Ohio Casualty Insurance Company. do hereby certify that the forsgoiag power of attorney. Article VI Section 7 of the by -laws of the Company and the above Resolution of its Board of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF. 1 have hereunto set my hand and the seal of the Company this 7th day .IApri]A -D•. 11$7 . SEAL �m1111111W + • to Assistant Secretory S- 4300 -C 12- 110-3M y _. 2 -631 -432 • oc The O hi o Casualty Insurance Company Hamilton, Ohio 45012 LABOR AND MATERIAL PAYMENT BOND The American Institute of Architects, AIA Document No. A311 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS: that (Here insert full name and address or legal title of Contractor) Adcox Construction Company, Inc., 123 General Doolittle Road, Jacksonville, Florida 32225 as Principal, hereinafter called Principal, and, THE OHIO CASUALTY INSURANCE COMPANY, an Ohio Corporation, of Hamilton, Ohio as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) The City of Atlantic Beach, 716 Ocean Boulevard, P. 0. Box 25, Atlantic Beach, Florida 32233 as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, In the amount of Five Hundred Ninety Seven Thousand, Eight Hundred Dollars ($ 597 ' 800.00— - - - (Here insert a sum equal to at least one -half of the contract price) for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated April 30, 19 87 , entered into a contract with Owner for Construction of Public Safety Building, Atlantic Beach, Florida cc in accordance with Drawings and Specifications prepared by (Here Insert full name and address or legal title of Architect) Ge ek & Jo obbec oen'FIogineerrs21Architects and Planners, Inc., 101 Century 21 Drive, Suite 215, which contract Is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such or furnished the last of the materials for which said claim is made, that, if Principal shall promptly make payment to all claimants as here- stating with substantial accuracy the amount claimed and the name of inafter defined, for all labor and material used or reasonably required the party to whom the materials were furnished, or for whom the work for use in the performance of the Contract, then this obligation shall or labor was done or performed. Such notice shall be served by mailing be void; otherwise it shall remain in full force and effect, subject, the same by registered mail or certified mail, postage prepaid, in an however, to the following conditions: envelope addressed to the Principal, Owner or Surety, at any place 1. A claimant is defined as one having a direct contract with the where an office is regularly maintained for the 'ransaction of business, Principal or with a Subcontractor of the Principal for labor, material, or or served in any manner in which legal process may be served in the both, used or reasonably required for use in the performance of the state in which the aforesaid project Is located, save that such service Contract, labor and material being construed to include that part of need not be made by a public officer. water, gas, power, light, heat, oil, gasoline, telephone service or rental b) After the expiration of one (1) year following the date on which of equipment directly applicable to the Contract. Principal ceased Work on said Contract, it being understood, however, 2. The above named Principal and Surety hereby jointly and sever- that If any )imitation embodied In this bond is prohiblted by any law ally agree with the Owner that every claimant as herein defined, who controlling the construction hereof such (imitation shall be deemed to has not been paid in full before the expiration of a period of ninety (90) be amended so as to be equal to the minimum period of limitation per - days after the date on which the last of such claimant's work or labor mitted by such law. was done or performed, or materials were furnished by such claimant, c) Other than in a state court of competent jurisdiction In and for may sue on this bond for the use of such claimant, prosecute the suit the county or other political subdivision of the state in which the to final judgment for such sum or sums as may be justly due claimant, Project, or any part thereof, is situated, or in the United States District and have a ution thereon. The Owner shall not be liable for the pay- Court for the district in which the Project, or any part thereof, Is situ - ment atf an4costs or expenses of any such suit. ated, and not elsewhere. 3. No suit or action shall be commenced hereunder by any claimant: 4. The amount of this bond shall be reduced by and to the extent a) Unless claimant, other than one having a direct contract with the of any payment or payments made in good faith hereunder, inclusive of Principal, shall have given written notice to any two of the following: the payment by Surety of mechanics' liens which may be filed of record the Principal, the Owner, or the Surety above named, within ninety (90) against said improvement, whether or not claim for the amount of such days after such claimant did or performed the last of the work or labor, lien be presented under and against this bond. Signed and sealed this �1i : ay of A 1%7 • / p Adcox Ccn stnlrtian (hnlny. Inc. (Principal) (seal) 1g I ' :e r4 here y amended so th at the Pro • -4 - and � � ' \ • l ■ . .tions o - tion 255.05 or Sectitx .23, Florida JJot W. Adcox (Title) /' President .tutes, whichever is applicable, . incorporated ; by Reference. THE •HIO CASUALTY INSURANCE COMPANY (Seal) r l f2 , (SwN / /� /�� /� //_ - / (witness) ; y < /•( �'� / !y % f r ( c > C_. Ravisad to February, 1070 (Alto{ y .n facrl ', Se 57ISb (21 Primed In U.S.A. S -4149b 121 I" ,;✓N L. P. h�lI1gUR,Jr. V ..prd C ERTIFICAYE R OF INSURANCE t l T '! „ 3 Y' %(' ISSUE DATE (MM/DD/YY) PRODUCER 5-5-$7 THIS CERTIFICATE IS ISSUED AS A MATIER OF INFORMATION ONLY AND CONFERS X Mangus Insurance & Bonding, Inc. NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, 2137 Park Street EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Jacksonville, Florida 32204 COMPANIES AFFORDING COVERAGE O ERNY A Aetna Casualty & Surety COMPANY " INSURED LETTER B Employers Self Insurance Fund Adcox Construction Company, Inc. 123 General Doolittle Road, LETTER C Jacksonville, Florida 32216 n. COMPANY 0 LETTER COMPANY E LETTER <, COVERAGES ,: THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI. k + , TIONS OF SUCH POLICIES. co TYPE OF INSURANCE PO EFFECTIVE LIABILITY LIMITS IN THOUSANDS LTR POL ICY NUMB POLICY EXPIRATION DATE IMMA:DYY) DATE 'MOONY) EACH GENERAL LIABILITY OCCURRENCE AGGREGATE BODILY A CO MPREHENSIVE FORM INJURY $ $ PI PREMISES/OPERATIONS • UNDERGROUND PROPERTY EXPLOSION & COLLAPSE HAZARD DAMAGE $ $ pi PRODUCTS/COMPLETED OPERATIONS es CONTRACTUAL BI 6 Po INDEPENDENT CONTRACTORS COMBINED $500 $ 1,000 `, NI BROAD FORM PROPERTY DAMAGE ` • .' ill PERSONAL INJURY 35 CO 1100104 CCA 8 -1 -86 8 -1 -87 PERSONAL INJURY $ 500 ><: ' . AUTOMOBILE UABILITY r A En ANY AUTO INJURY 1 7A4:: . ,; © ALL OWNED AUTOS (PRIV. PASS.) & iY .r • ,`' ' ALL OWNED AUTOS �PRIVRPTAHSSSN) (PER QY AamEq>I $ ',h: © HIRED AUTOS PROPE .,-- © NON -OWNED AUTOS 35 JA 15408652 CCA 8 -1 -86 8 -1 -87 DAMAGE $ • III GARAGE (AmBIUTY BI 8 PD COMBINED $ 5 500 EXCESS UABILITY 1 ' Ill UMBRELLA FORM BI COMBINED $ $ OTHER THAN UMBRELLA FORM WORKERS' COMPENSATION STATUTORY B 830 -5459 4 -1 -87 4 -1 -88 IS AND $ EACH ACCIDENT) $ 11 1 (DISEASE-POLICY LIMIT) EMPLOYERS' LIABILITY - IDISEASE•EACHEMPLOYEEI :; OTHER `' 11 Risk Coverage , A Builders Risk 35 IB 138701 4 -30 -87 4 -30 -88 ; $1,000 Ded. «:+; DESCRIPTION OF OPERATIONS /l_ OCATIONSNEMCLES /SPECIAL ITEMS -- — Construction of Public Safety Building, Atlantic Beach, Florida Additional Insured: City of Atlantic Beach, 716 Ocean Blvd., P.O. Box 25, Atlantic Beach, F1. CERTIFICATE HOLDER a 32233 -.;� CANCELLATION The City of Atlantic Beach SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX• 716 Ocean Blvd. PIRATJQN DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO P. O. Box 25 MAIL JO DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE " 1 LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE P40 OBLIGATION OR UABILITY Atlantic Beach, Florida 32233 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENT S. ,' AULHOFVE , AT{VE , 1 « fARD �alA4), r '1 [[1158 JI 4 /Mr ma/ y ,�, r� / / � .; 1„ • � ♦ p A t .i"j ,, .: tr +,� 'it t- !.,714 , . � 'hl)1 W�� t r 0h � + "t� IIR iACORO tC$RA to I2 .t 1-4.4),.dE.�,,,1# 1 ,: 7 0; 5 , k .a x . . R LION • bond No. 2- 631 -432 • � The Ohio Casualty Insurance Company Hamilton, Ohio 45012 PERFORMANCE BOND The American Institute of Architects, AIA Document No. A3I 1 (February, 1970 Edition) KNOW ALL MEN BY THESE RESENTS: hat (Here insert full name and address or legal title of Contractor) Adcox Construction C ompany, I nc., 123 General Road, Doolittle Jacsonville, Florida 32225 as Principal, hereinafter called Contractor, and, THE OHIO CASUALTY INSURANCE COMPANY, an Ohio Corporation, of Hamilton, Ohio as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) The City of Atlantic Beach, 716 Ocean Blvd., P. 0. Box 25, Atlantic Beach, Florida 32233 as Obligee, hereinafter called Owner, In the amount of Five Hundred Ninety Seven Thousand, Eight Hundr 597,800.00- - for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated April 30, 19 87 , entered into a contract with Owner for Construction of Public Safety Building, Atlantic Beach, Florida in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) Gee & Johnson, Engineers, Architects and Planners, Inc., 101 Century 21 Drive, Suite 215, Jacksonville Florida 32216 which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is arrange for a contract between such bidder and Owner, and make avail - such that, if Contractor shall promptly and faithfully perform said Con- able as Work progresses (even though there should be a default or a tract, then this obligation shall be null and void; otherwise it shall succession of defaults under the contract or contracts of completion remain in full force and effect. arranged under this paragraph) sufficient funds to pay the cost of com- The Surety hereby waives notice of any alteration or extension of pletion less the balance of the contract price; but not exceeding, includ- time made by the Owner. ing other costs and damages for which the Surety may be liable hereunder, Whenever Contractor shall be, and declared by Owner to be in default the amount set forth in the first paragraph hereof. The term "balance under the Cont the Owner avin g performed Owner's obligations of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any thereunder, the Surety may promptly remedy the default, or shall amendments thereto, less the amount properly paid by Owner to promptly Contractor. 1) Complete the Contract in accordance with its terms and condi- Any suit under this bond must be instituted before the expiration of tions, or two (2) years from the date on which final payment under the Contract 2) Obtain a bid or bids for completing the Contract in accordance falls due. with its terms and conditions, and upon determination by Surety of the No right of action shall accrue on this bond to or for the use of any lowest responsible bidder, or, if the Owner elects, upon determination person or corporation other than the Owner named herein or the heirs, by the Owner and the Surety jointly of the lowest responsible bidder, executors, administrators or successors of the Owner. Signed and sealed this 1 day of April , 1987 AI Adcox Construction Company, Inc. Y/�/ , (Principal) (Seal) • This :. a here.y . fed so that the Provisions - .s 't ' . . s of `. tion 255.05 or Section 713.23, .ride Jdu W. Adcox (Title) dent Statutes, whichever is applicable are incorpora - -t T H• OHIO CASUALTY INSU COMPANY herein by reference. NCE (Seal) (Surety) (Witness) 4 ,/' i B Performance /labor and Material Payment Bond (Attorrxyrn -Fact) f \ Revised to February, 1970 L. P. t , Jr. SB 5715b (1) Printed in U.S A. p, , S•�119b 111 x;,04t12..A\ CERTIFIED COPY OF POWER OF ATTORNEY * THE 01110 CASUALTY INSURANCE COlIIPANy H0IMI OrVi , HAMILTON. OHIO No. 22 -163 umt • It *tst Vrts,ntf That THE OHIO CASUALTY INSURANCE of authority rrsintml h g VI. Section 7 of the By -Laws of said Company _ COMPANY. 6a rreaat.« L. P. Mangus, Jr. or Elizabeth A. Mangus or L. Preson Mangus, t~ co and appoints or Michael J. LaHood or John W. Man its true an deed lawful a Mangus 4 Jacksonville, Florida - - - its art an deed any and all d attorne y -6 -fact. to make..xscute, 'eel and deliver for and on its behalf as musty. and as BONDS, UNDERTAKINGS. and RECOGNIZANCE% not exceeding in any single instance FIVE MILLION ($5,000,000.00 - excluding, however, any bond(s) or undertaking(*) guaranteeing the payment of notes an interest thereon ) Nan And the execution of such beads or undertakings in pursuance of the.. presents. Company. as full and amply. to all intents and purposes, as if they bad been duly executed l and acknowledged by the regularly elected ofbcare of the Company at its office in Hamilton, Ohio, in their own proper persons. The authority granted hereunder supers.dw any previous authority heretofore granted eh. above named attorneys) -fn -het. ` 01119e In WITNESS WHEREOF. the undersigned, officer of the mid The Ohio Casualty Insurance Company has hereunto subscribed .' • {% same and •ffixed the Corp. to Seal of the K S EA L said The Ohio Casualty Insurance Comp . • 17th. y of Dec: ber 19 85. t• / 4--, 7 i •••• . II �*, STATE OF OHIO, Assistant .:fi y COUNTY OF BUTLER On file 17th day of December A. D. 19 85 before the subscriber, • Notary Public of the State of Ohio. in and for the County of Butler, duly commissioned and Qualified. cam. Richard T. Hoffman, Assistant Secretary - of THE OHIO CASUALTY INSURANCE COMPANY. to me personally known to b the individual and officer described in, and who executed the preceding instrument, and 6e acknow. !edged the execution of the Mme, and being by me duly sworn deposed: end .with, that he is the officer of the Company aforesaid. and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly •fixed and subscribed to the said instrument by the authority and direction of the said Corporation. s w sla IN TESTIMONY 'WHEREOF, 1 have hereunto set my hand and affixed my Official ` �' 4 + , ! �} . i!! Seal at the City of Hamilton. State of Ohio. the .ay and year first shove written. x....11 ,.. • • ' • / .. ... •1.;,........ ....• a Notary Public in and for • nt y 4 of ut sir. State of Ohio My Commission ezpir / AeGewber....2.4.. ... 19e5 This power of •ttorney is granted under and by authority of Article VI. Section 7 of the By -Lawn of the Company. adopted by its directors on April 2, 1954, extracts from which read: "ARTICLE VI" • "Section 7. Appointment of Attorney -in -Fact, me. The chairman of the board, the president, any vice - president, the secretary or any •uistant secretary .hall be and is hereby vented with full power and authority to appoint •ttorney• -in -fact for the purpose of signing the name of the Company as surety to. and to execute, attach the corporate seal, acknowledge and deliver any end .11 bond., recognizance., stipulations, undertakings or other instrument. of •uretyship and policies of insurance to be given in favor of any individual, firm. corporation. or the official representative thereof, or to any county or state, or any official board or boards of county or stat or the United States of America, or to any other political sub. division." This instrument is signed and sealed by facsimile as authorized by the following Resolution adopted by the directors of the Company on May 27. 1970: "RESOLVED that the signature of any officer of the Company authorised by Article VI Section 7 of the by -laws to appoint •ttorneys in fact. the signature of the Secretary or any Assistant Secretary certifying to the correctness of any copy of a power of attorney and the seal of the Company may he affixed by facsimile to any power of attorney or copy thereof issued on. behalf of the Company. Such signatures and seal are hereby adopted by the Company •s original signatures and seal. to be valid end binding upon the Company with the same force and effect • as though manually affixed.** CERTIFICATE 1, the undersigned Assistant Secretary of The Ohio Casualty Insurance Company, do hereby certify flu t the foregoing power of attorney, Article VI Section 7 of the by-law. of the Company and the above Resolution of its Board of Directors are true and correct copies end •re in full force and effect on *61. date. IN WITNESS WHEREOF, 1 have hereunto set my hand and the seal of the Company this 3 0th day o f April A.D.. 1987. ../. .1. SEAL i �� I: \ ' ;4416* C 5 17W G 12 gD 3141 Assistont Secretory /. ! r • 1 "Standard for Quality" ° "frEto' CARL W. PETERSON 11340 PHILLIPS HIGHWAY / P. 0. BOX 23607 / JACKSONVILLE, FLORIDA 32241 -3607 / 904- 268 -0466 CHAIRMAN BARBARA L. PETERSON PRESIDENT NOTICE TO OWNER January 29, 1988 City of Atlantic Beach 716 Ocean Blvd. Atlantic Beach, Fl 32233 Attn: Office Clerk - Dear Sir or Madam: Please be informed that the undersigned is furnishing, or has furnished the following described materials, labor and /or services: PRECAST SANITARY AND /OR DRAINAGE STRUCTURES for the improvement of real property described as: Public Safety Building under an order given by: Adcox Construction Company, Inc. Florida law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06, Florida Statutes. In the event that the contract for improvements is bonded, pursuant to Section 713.23, Florida Statutes, Section 255.05, Florida Statutes or any other statute or common law, the undersigned intends to look to that bond for payment. Fur- ther, if a payment fond does exist, we request a copy. Failure to furnish a copy may render you liable for damages. THIS IS NOT A LIEN, CLOUD OR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY, NOR IS IT A MATTER OF PUBLIC RECORD. The law requires our sending this notice as a prerequisite to the protection afforded by the lien and /or bonding laws in most instances. Accordingly, this notice is sent as a matter of protection to the sender and recipient as a standard business practice. It does not necessarily indicate the existence of any problem, nor is it intended to re- flect adversely upon any person named herein. By: Title: General Ma r41- cc: Adcox Construction Company, Inc. ASSOC MEMBER ` �- MEMBER A 5 T. M ��3 . . . P C S A V OF FLORIDA INC 1\\ r'lb MEMBER SANITARY AND STORM SEWER STRUCTURES • 48" THRU 120" WETWELLS • BOX C LVERTS • IAL ELECTRICAL MANHOLES • SPECIAL ITEMS N N z X < N D F rn r d w 1, N 1 n w N o '1 A (1) ;it d • aw H 1 -C •• y o O o n a 1- 11 1-1 tzl a x n ru tri x r ed rr L.0 n c, tv kage C ITY OF L�`;; • ;�� - il�aitda 716 OCEAN BOULEVARD ��_ - - - P. 0. BOX 25 1 �A ATLANTIC BEACH, FLORIDA 32233 114 TELEPHONE (904) 249 -2395 May 28, 1987 Adcox Construction Company, Inc. 123 General Doolittle Road Jacksonville, Florida 32225 Re: PUBLIC SAFETY BUILDING ATLANTIC BEACH BID BOND Dear Mr. Adcox: All contract documents having been executed and the necessary bonds in place, we return herewith your bid bond from the Ohio Casualty Insurance Company on the subject project. Sin erely, Richard C. Fellows City Manager RCF23 cc: Melody Linger, Gee & Jenson Claude Mullis, City Attorney \ CITY OF d. > *lance gear% - 7eanida 716 OCEAN BOULEVARD P. O. BOX 25 ATLANTIC BEACH, FLORIDA 32233 TELEPHONE (904) 249 -2395 June 11, 1987 Mr. N. B. Corbin, Jr. President, Aetna Steel Co. 5007 New Kings Road P. 0. Box 2090 Jacksonville, F1. 32203 Dear Mr. Corbin: Per your request, we are enclosing a certified copy of Performance Bond issued by The Ohio Casualty Insurance Co. covering the construction of our new Public Safety Building at Plaza and Seminole Rd. If we can be of any other service to you, please advise. ely, Richard C. Fellows City Manager RCF:at Encl. AETNA STEEL COMPANY 411111111 5 007 NEW KINGS ROAD • P.O. BOX 2090 • JACKSONVILLE, FLORIDA 32203 TELEPHONE (904) 765 -2625 • TELEX 56 -341 June 9, 1987 Adcox Construction Company P.O. Box 16485 Jacksonville, Florida 32245 We are delighted to be supplying Fabricated reinforcing steel to your fine company for your Public Safety Building project located at Plaza Road and Seminole Road in Atlantic Beach, Florida. Aetna has for many years supplied quality steel and we constantly seek to maintain our standards, including the administration of the work we perform. Florida law prescribes that if there is a payment bond we should serve this notice. Within ten (10) days of receipt of this notice, you are required by Florida Stat- utes, §713.23, to furnish written notice of the existence of such payment bond and a copy of said bond. Please note: This notice is not a lien, cloud, or encumbrance upon title to the subject property, nor is it a matter of public record. This notice is a standard business procedure of the undersigned firm, and does not adversely reflect upon the credit - worthiness, or other reputation of any person named herein. Again, we are pleased to be supplying fabricated rein- forcing steel for your above project and hope we will have the opportunity of working with you again in the near future. Thank you. N. B. CORBIN, JR. President vaw cc: City of Atlantic Beach Mangus Insurance & Bonding Co. "Do Unto Others As You Would STEEL FABRICATORS • STEEL WAREHOUSE • STEEL ERECTORS • STEEL REINFORCING Have Them Do Unto You." DOYLE CONNER , Commission Y V er A R 1 V I J 'V G JANE ROBINSON l Director, Consumer Services d Contractors: THIS NOTICE MUST BE GIVEN TO PROPERTY OWNERS BEFORE CONSTRUCTION BEGINS. Property Owners: Read this notice carefully. It may save you from paying twice for commercial or residential repairs, improvements or new construction if they cost more than $2.500. Y OVX 4YIZ amnia TO d1T•ACHMVJVT 17111 ALECIMATCY JLAW. The Fbrida I part ant of Agriculture and Consumer Services is required by Fbrkia law (Section 713.135, Florida Statutes) to supply issuing authorities with a printed statement that... "the right, title and interest of the person who has contracted for the 1tr ovement may be subject to attsehcnent under the mecthanies' lien bw" • Florida law also requires the isatabla authority to provide such informatlon ' to any applk ant who applies for a building ' permit, as wel as to the owner of the real property upon which improvements are to be canstructed. The Mechanics' Lien Law (Chapter 713, Part I, Florida Statutes) provides a method by which a contractor, subcontractor, sub - subcontractor, laborer, building material supplier, architect, landscape architect, interior designer, engineer or land surveyor may claim a lien on real property on which he has done work or to which he has furnished materials. W i t i s .1 A "lien" is a charge or encumbrance on real property (land that is improved and t e improvements thereon, including fixtures) which must be satisfied L' the Pn4mIrtY owner. ./ "Attachment" means that, if a court finds a claim of lien valid, the owner's property may be seized and sold to satisfy the lien if it is not voluntarily pa id. J A "Notice of Commencement" is required. It contains detailed information on the property, property owner, financing arrangements and other specifics regarding the construction project. The "Mechanics' Lien Law" 18 ' complicated and technical. A complete copy of the law can be obtained at the office of the Clerk of the Circuit Court in each county and at most public libraries. It will explain the "Notice of Commencement" and other requirements. What to do For your protection, if you are planning to spend over $2,500 on building or improvements, before you start building it is suggested you: 1) consult an attorney; 2) eheck with your money- lender before you file the Notice of Commencement, as premature filing may affect your loan; 3) be sure a Notice of Commencement i s f with the Clerk of the Circuit Court i n the county where the property i s located, as well as a certif copy posted at the construction site. 7 F or your protection You should consider requiring a performance bond from your contractor, as it provides the best protection against the possibility of having to pay more than once for improvements to your property (once to a contractor and also to a laborer, supplier or sub - contractor). The Division of Consumer Services strongly recommends that prior to making final payment, owners of real property obtain a `sued sworn and notarized statement (affidavit) from the contractor stating that all bills have been paid in full. FURNISHING THIS INFCRNATION IN NO WAY IMPLIES THAT YOUR CON1RACTCR IS UNRELIAELE. This public document was prorluigated at an annual cost of '1,592.61or 111 Rer copy by the Florida Department of Agriculture and Consumer Services to inform Floridians of consumer interest matters. CS86G50 I I I ON GE &JENSON LETTER OF TRANSMITTAL Engineers, Architects, Planners, Inc. 101 century 21 Dr. Date 03/03/87 Job No. Suite 215 Jacksonville, FL 32216 (904) 724 -9660 (Attention Joan LaVake Re: Public Safety Building TO Purchasing Agent City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 GENTLEMEN: WE ARE SENDING YOU )0 Attached Q Under separate cover via the following items: Shop drawings E Prints J Plans OSamples EISpecifications fl Copy of letter fl Change order Other Advertisement COPIES DATE NO. DESCRIPTION 1 - - Advertisement for Bids THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution N ❑ As requested ❑ Returned for corrections ❑ Return corrected prints 0 ❑ For review and comment FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS Ms. LaVake: Please feel free to make any necessary mnriifir to the attached; Should you have any questions, please call. COPY TO: SIGNE / .:..jL: / ■Aem14,` it NAME: Melod S. Liner AIA If enclosures are no "mow . ly n t once. (Please Print) SECTION 00010 ADVERTISEMENT FOR BIDS Citty of Atlantic Beach 716 Ocean Boulevard Atlantic Beach, Florida Separate sealed BIDS, submitted in triplicate, for the construction of the Public Safety Building, Atlantic Beach, *Florida, will be received by the City of Atlantic Beach, Florida at the office of the City Manager until 2:00 P.M. Local Time, April 7th, 1987, and then at said office publicly opened and read aloud. The Work consists of furnishing all labor, materials, equipment and supervision to construct new Public Safety Building of approx- imately 7400 S.F. and all associated mechanical and electrical work, and to include site work for approximately one (1) acre. The CONTRACT DOCUMENTS may be examined at the f o l l o w i n g locations: City Hall, 716 Ocean Boulevard, Atlantic Beach, Florida and Gee & Jenson, Engineers- Architects - Planners, Inc., 101 Century 11 Drive, Suite 215, Jacksonville, Florida. Copies of the CONTRACT DOCUMENTS may be obtained at the office of Gee & Jenson, Engineers- Architects - Planners, Inc. located at 101 Century 21 Drive, Suite 215, Jacksonville, Florida upon payment of a non - refundable charge of $47.00 for each set. Only complete sets of plans and specifications will be distributed. Richard C. Fellows Date City Manager 00010 -1 1 1 `v�J CITY OF r r 9 716 OCEAN BOULEVARD P.O. BOX 26 !!' t ,, ATLANTIC BEACH, FLORIDA 32233 !,; TELEPHONE (904) 249-2395 March 4, 1987 CITY OF ATLANTIC BEACH INVITATION TO BID NOTICE is hereby given that the City of Atlantic Beach, Florida, will receive sealed bids, submitted in triplicate, for the construction of the Public Safety Building, Atlantic Beach, Florida, at the Office of the City Clerk until 2:00 PM Local Time, April 7, 1987, at which time the said bids will be publicly opened and read aloud. SCOPE OF WORK: Provide all labor, materials, equipment and supervision to construct new Public Safety Building of approximately 7400 S.F. and all associated mechanical and electrical work, and to include site work for approximately one (1) acre. All bids must be made on the appropriate proposal forms, properly executed and placed in an envelope endorsed "Bid No. 8687 -2 - Public Safety Building, To Be Opened 2:00 PM Local Time, April 7, 1987." The Contract Documents may be examined at the following locations: City Hall, 716 Ocean Boulevard, Atlantic Beach, Florida, and Gee & Jenson, Engi- neers- Architects - Planners, Inc., 101 Century 21 Drive, Suite 215, Jacksonville, Florida. Copies of the Contract Documents may be obtained at the office of Gee & Jenson upon payment of a non - refundable charge of $47.00 for each set. Only complete sets of plans and specifications will be dis- tributed. All bidders must furnish a bid bond in the amount of 5% of the bid and bid prices must remain valid for sixty (60) days after the public opening. The bidder selected by the City Commission for the contract will be required to furnish the following: references testifying to the quality of their work; a performance and payment bond in the amount of one hundred percent (100 %) of the contract amount which said bond shall remain in effect until the date of final inspection and acceptance by the owner; certificates of insurance indicating coverage for Workers' Compensation, public and private liability and property damage insurance in adequate amounts during the life of the contract. The City of Atlantic Beach reserves the right to reject any or all bids, waive informalities in any bid, make award in part or whole with or without cause, and to make the award in what is deemed to be in the best interest of the City of Atlantic Beach. Richard C. Fellows City Manager * * * * * * * * * * * * * * * * FLORIDA TIMES - UNION: Please publish one time Sunday, March 8, 1987. Submitted for Joan LaVake (24 6 -2766) by Maureen King ". HARRELL CONSTRUCTION COMPANY 3948 Sunbeam Road Jacksonville, Florida 32257 Telephone (904) 268 -5518 Fax (904) 262 -3414 LETTER OF TRANSMITTAL To: CITY OF ATLANTIC BEACH DATE: 6 -18 -96 800 SEMINOLE RD. ATLANTIC BEACH, FL. 32233 ATTN: DON FORD Re: PUBLIC SAFETY ADDITION WE ARE SENDING YOU: X__ Attached Under seperate cover the following items: _ Plans Copy of letter Change order Specfications X Other: MESSAGE: ONE COPY (1) COPY DENISITY TEST FOR BUILDING PAD (ADDITIONAL TEST WILL BE PROVIDED FOR FOOTING /FOUNDATIONS) THANKS THANKS THANKS THANKS THESE ARE TRANSMITTED AS CHECKED BELOW: For Approval _ Approved as Submitted For Review and Comment For Your Use X Approved as Noted Estimating_ _ REMARKS; THANKS THANKS THANKS THANKS Ron Van Dyke Project Manager GEE & JENSON Engineers, Architects, Planners, Inc. 101 Century 21 Dr. April 1 0, 1987 Suite 215 Jacksonville, FL 32216 904/724 -9660 Mr. Richard C. Fellows, City Manager City of Atlantic Beach P. 0. Drawer 25 Atlantic Beach, FL 32233 RE: Atlantic Beach Public Safety Building Dear Mr. Fellows: Sealed bids were received at the Office of the City Clerk, City of Atlantic Beach, at 2:00 P.M., April 7, 1987, at which time the bids were opened and read aloud. The results of the Bid Opening are as shown on the attached Bid Tabulation Sheet; also attached are copies of the proposal form and bid bond. We were fortunate to receive seven (7) bids for the construction of the Public Safety Building and the competition seems to have been favorable, with the low bid being six hundred thousand dollars ($600,000.00). Including the cost for alternate No. 1, Pile Foundation System, the low bid is $587,000.00. Having thoroughly reviewed the construction drawings and specifications over the past two days, there are no particular items that could be deleted or substituted that would result in reducing the amount to $500,000.00 without seriously impacting the functioning or longevity of the proposed P u b l i c Safety B u i l d i n g . • If it were even possible, deleting all of the Department of Corrections mandated security locks, doors and gates, including the Sallyport, will result in a savings of o n l y $10,000.00. • Reducing the quality level of interior doors, all hardware and the folding partition would result in a deduction of approximately $4,000.00. * Providing flexible heating /ventilation /air- conditioning ducts in lieu of the specified lined sheet metal ducts could save approximately $1,500.00. Mr. Richard C. Fel lows City of Atlantic Beach ApriI 10, 1987 - Page Two • Deletion of the intercom system could result in a savings of approximate! y $3,500.00, however, the new phone system would have to be revised to provide service of a similar function. * Providing PVC conduit for the telephone and electrical underground service as opposed to the specified rigid steel conduit could net a deduct of $1,000.00. • Considering all portions of the Public Safety Building, there is only one item that stands out as being out of line relative to other facilities similar in function and quality level . This item is the foundation system, a system that was dictated by the poor soil condition of the property. I f this fac i I ity were constructed on another s ite with average to good soil, the overall cost could be reduced between $50,000.00 - $70,000.00. I t is the opinion of Gee & Jenson, E -A -P, Inc. that to reject the bids received, incorporating the above revisions with the exception of the foundation system and the DOC mandated security system, and re- advertising, would not result in a substantial savings to the City. Therefore, we recommend that the bids be accepted, along with Alternate No. 1, Piling System, and Alternate No. 2, Demol ition. The cost for demolition is low relative to the aggravation that the City would face to demolish the building, paving and utilities (rendering the site free from al I debris), al I with very short notice and within only a couple of days. Due to the relatively sma I I d i f ference of $1 9,584.00 between the f first and second low bidders, including Alternates 1 and 2, and the minor difference in performance reputations of the two firms, Gee & Jenson, Engineers - Architects- Planners, Inc. formal I recommends the award of the contract for construction of the Atlantic Beach Public Safety Building to the Adcox Construction Company, Inc., for the lump sum amount of $597,800.00. GEE & JENSON Engineers, Architects, Planners, Inc. Mr. Richard C. Fellows City of Atlantic Beach April 10, 1987 - Page Three We anticipate that Notice to Proceed may be given within the next three to four weeks with substantial completion taking place around the first week in December. Should you have any questions or reservations as to our recommendation, please advise. Sincerely, GEE & JENSON Engineers-Architects-Planners, Inc. d /i 1' M -dery S. n•_r, AIA Manager, Architectural Services MSL /kr Attachments GEE & JENSON Engineers, Architects. Planners, Inc. 12141 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH --- - -- PERMIT INFORMATION LOCATION INFORMATION Permit Number: 12141 Address: 850 SEMINOLE ROAD Permit Type:UTILITIES ATLANTIC BEACH, FLORIDA 32233 Class of Work:NEW LEGAL DESCRIPTION Constr. Tvpe:WOOD FRAME Block: Lot: TWO: 0 Proposed Use:GOVERNMENT BLDG Section: 0 Subd: Rng: 0 Dwellings: 0 Subdivision: Est. Value: 0.00 Improv. Cost: 0.00 Total Fees: 0.00 Amount Paid: 0.00 Dates Paid: /20 /100G 1 1 r OWNER I QNmATION --- - - - - -- - - - -- APPLICATION FEES Name: CITY OP ATIANTIC BEACH PERMIT 0.00 Addr : 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 Phone:(904)247 -5800 CONTRACTOR INFORMATION Name: PUBLIC WORKS DEPARTMENT Addr Lic: Exp: / / Tvpe: NOTES: NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FOR THE BUILDING IMPROVEMENTS" Lit 14 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMITDQR %411/ECETO RIEWI MMOOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. CASH RRt RRRR3P ?1 JUN 2 0 1996 ATLANTIC BEACH BUILD NG DEPARTMENT City of Atlantic Bch: By_! ' � Id. _ „ JOB COPY cj% m,„ 1214i x :.; .�..�. D ENT OF BUILDING CITY 3F ATLANTIC BEACH E � .r. --. P::' HIT !NFiORM .AT wr.. w ---,- L4T\✓,i7rdo�. iNFQRM ION ""• P rr1 tit ttuambe r : 12141 I4N r Address : 880 i S IINOLE, ROAD P ermit ' Type :UTILITIES ATLANTIC N BEACH, . FLOR I?A 32233 I.as o f Work :NEW ____.,_ LEGAL: Lo AESCRIPTIQ I - �� w r' rtr. TypeMWO FRAME BYack: Lot Twp. 0. Pr oposed Tsse:CQVERNM,E 11' 8-1 Se cti on: t 0 Subs , R s . 0 DweIItngs: ► Subdi� sicsn; E st. Vat1 u : 0.00 rove . Cos : .00 Total Fe ; 0 utmt + 0.00 l i ' ' - ,''' -::.....-1 2 S - Ti0N APPLICATION FEES Ns = b C BEACH . t 44c6T 1 # Addr , € AD 9' Pht , : ( 5 ; C „ R r R 4 e FOR A'T I E Re . P C , ` S I #RPARTM � . 1 i . Nil, Eltp : i i , , . ' .° ,.. , ,,„,,, ,,,,,* 1.'' ''' T 7 .'411!1.4t., ::*: 4 ''' . , ,.., ...w. «, moo d F NOTES.' NOTICE - -ALL CONCH FAO `A FOOTI MUST BE IN SPECTED BEPORE POUR PERMIT VOID SIX MONTHS AFTER ©ATE'OF ISSUE I It MATERIAL RUBBISH AND C�RISFROMTHIS WORK MUST NOT B E P LA C EI,1P4 PUBLIC SPACE, ANC? MUST BE CL UP ANt HAULED AWAY - Y 'NER C 'RACTOR OR OWNER "MILURE T COMPLY WITH THE MECHANIC'S LAW , AH U L.T IN ThE PROPERTY PAY l CTV TWICE R' `HE B14 I G� MP VE MENT " ;ISSUED AC,CORD)NG TO APPROVED PLANS WHICH ARE PART OF THIS PERMI P ' T � e a ' a = ' IQLAfl HIV OF APPLICABLE P VISIONS OF LAW. 11 � '' C 0? Atlant Bch A TLANTIC BEAC BUILD Nth DEPARTMENT CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS ( � . k " t_ TLh��L ►JC+ACI -1 QU PL\C IvlLIDIN 1;. Address: Phone: Lot # or Unit # Subdivision: Contractor: c bPRItUkLC'Q SC- 'RVtcj =S I C, State License # 4, 394 -850 00 1 A}.. Address : _ 5004.4. 0 -0LCo RD Ave.. Phone No: ° \r-723 - 330 p * KSot.>, \AL.Lt WI_ 3zzt t Describe work to be done: `V,STALL.ArT,►om OP bb. VAC'S` PIPE \ Yes S 'S K. L q S s-r - Dt1dLtc., P'r VtL1:›J 4L AU"D111 N Present use of building: 4v PVC>V Ttbt.) Valuation of Proposed Construction: Proposed use: P.1 %L.t c SAP-r( " I"'R INN ra%N Co 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 Tigla SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Date: 7/)/T ( P2es . f=t RE Sa¢ ►t,xt.19%. 5stvlca0 License Supplied: 5 Liability Insurance: YES SfiT SF hi-;;; Worker's Compensation Insurance: "10T5 C" 1996 Building and Zoning Hydraulics Summary y Sheet FIRE SPRINKLER SERVICES, INC. Designer; ROBERT F. MATTHEWS III 6644 COLCORD AVE. Cola By: ROBERT F. MATTHEWS I I I JACKSONVILLE, FLORIDA Dote: JUNE 2S, 1996 Project Information Hydraulics PUBLIC SAFETY BUILDING Information ATLANTIC BEACH, FLORIDA Demand... Spr Req'd Pres: 39.83 PSI Spr Req'd Flow: 294.94 GPM Add'I Flows: 50.00 GPM trod No: 161 - 96 Hose at Srce: 50.00 GPM Building; PUBLIC SAFETY Total Flow: 394.94 GPM System ID: ADDITIONS 8 RENOVATIONS TO Total Pres: 40.65 PSI Ref. Drawing No: 1 OF 1 Static Elev; 0.00 Ft Construction: WOOD Supply... Occupancy: SCHOOL Water Flow Test Stotic: 48.00 PSI Authority: LOCAL Residual: 42.00 PSI Qty Flowing: 1242.00 GPM Elevation; 0.00 Ft System Information Dote:8/25ns Time:4145 PM By: CITY OF ATLANTIC BEACH Hydraulics Design Criteria _ Pump Data System Type: WET Rated; 0.0 PSI! 0.0 GPM Density: .1. GPM /SgFt Boost Pres: CNA) PSI Remote Area; 1500 SqFt Discharge Pres: (NA) PSI Sprinkler Coverage: 130 MAX SgFt Discharge Flow: (NA) GPM Design Standard: NFPA - 13 Hazard: LIGHT Combined Figure: 5 -2.3 Curve: 1 Static; (NA) PSI Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: FIREGUARD Model: ZENITH Available... Size: 1/2 P) 47.28 PSI! 394.94 GPM K — Factor; 5.6 F) 40.65 PSI1 1385.76 GPM Temp, Rating: 155 8 286 Margin... Pressure: 6.63 PSI Flow: 990.82 GPM Sigma Dynamics Corporation 7700 Summary Shut SUBMITTAL SERIAL NO:2220HY1 06 -26 -1996 PAGE 1 ADDITIONS & RENOVATIONS TO PUBLIC SAFETY BUILDING CITY OF ATLANTIC BEACH, FLORIDA HYDRAULIC CALCULATIONS FOR FIRE PROTECTION SYSTEM CONTRACT # 161 -96 FLOW TEST RESULTS Water Supply STATIC 48.00 PSI RESIDUAL 42.00 PSI @ 1242.00 GPM CITY PRESSURE AVAILABLE AT 394.9 GPM 47.28 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K- FACTOR PRESSURE 100 20.50 14.90 5.60 13.40 101 22.37 14.90 5.60 15.95 103 20.40 14.90 5.60 13.27 104 20.22 14.90 5.60 13.04 105 20.16 14.90 5.60 12.96 106 18.68 14.90 5.60 11.13 107 21.45 14.90 5.60 14.67 108 19.18 14.90 5.60 11.73 110 18.60 14.90 5.60 11.04 111 15.58 14.90 5.60 7.74 112 15.24 14.90 5.60 7.40 113 21.03 14.90 5.60 14.10 114 16.61 14.90 5.60 8.80 115 15.04 14.90 5.60 7.22 116 14.97 14.90 5.60 7.15 118 14.90 14.90 5.60 7.08 TOTAL WATER REQUIRED FOR SYSTEM 294.94 GPM OUTFLOWS AT 1 50.00 GPM OUTSIDE HOSE STREAMS AT 0 50.00 GPM TOTAL WATER REQUIREMENT 394.94 GPM PRESSURE REQUIRED AT 0 40.65 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 1 TO 2 17.35 FPS � ).• SUBMITTAL SERIAL NO:2220HY1 06 -26 -1996 PAGE 2 ADDITIONS & RENOVATIONS TO PUBLIC SAFETY BUILDING CITY OF ATLANTIC BEACH, FLORIDA HYDRAULIC CALCULATIONS FOR FIRE PROTECTION SYSTEM CONTRACT # 161 -96 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 47 118 1.049 L 0.58 C =120 PT 7.08 (118) Q 14.90 F =E F 2.00 PE -0.25 DR T 2.58 0.0755 PF 0.19 42 47 1.049 L 0.83 C =120 PT 7.02 ( 47) Q 14.90 F =T F 5.00 PE 0.00 AO T 5.83 0.0755 PF 0.44 41 42 1.049 L 4.38 C =120 PT 7.46 ( 42) Q 14.90 F =0 F 0.00 PE 0.00 BN1 T 4.38 0.0755 PF 0.33 PT 7.79 ( 41) 45 116 1.049 L 0.58 C =120 PT 7.15 (116) Q 14.97 F =T F 5.00 PE -0.25 DR T 5.58 0.0762 PF 0.43 PT 7.33 ( 45) 44 115 1.049 L 0.58 C =120 PT 7.22 (115) Q 15.04 F =E F 2.00 PE -0.25 DR T 2.58 0.0768 PF 0.20 40 44 1.049 L 5.00 C =120 PT 7.17 ( 44) Q 15.04 F =T F 5.00 PE 0.00 AO T 10.00 0.0768 PF 0.77 PT 7.94 ( 40) 43 114 1.049 L 0.58 C =120 PT 8.80 (114) Q 16.61 F =E F 2.00 PE -0.25 DR T 2.58 0.0923 PF 0.24 39 43 1.049 L 0.83 C =120 PT 8.79 ( 43) Q 16.61 F =T F 5.00 PE 0.00 AO T 5.83 0.0923 PF 0.54 PT 9.33 ( 39) 38 113 1.049 L 0.58 C =120 PT 14.10 (113) Q 21.03 F =E F 2.00 PE -0.25 DR T 2.58 0.1428 PF 0.37 9 38 1.049 L 0.92 C =120 PT 14.22 ( 38) Q 21.03 F =T F 5.00 PE 0.00 BN1 T 5.92 0.1428 PF 0.85 PT 15.07 ( 9) SUBMITTAL SERIAL NO:2220HY1 06 -26 -1996 PAGE 3 ADDITIONS & RENOVATIONS TO PUBLIC SAFETY BUILDING CITY OF ATLANTIC BEACH, FLORIDA HYDRAULIC CALCULATIONS FOR FIRE PROTECTION SYSTEM CONTRACT # 161 -96 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 37 112 1.049 L 0.58 C =120 PT 7.40 (112) Q 15.24 F =T F 5.00 PE -0.25 DR T 5.58 0.0787 PF 0.44 36 37 1.049 L 4.50 C =120 PT 7.59 ( 37) Q 15.24 F =0 F 0.00 PE 0.00 BN1 T 4.50 0.0787 PF 0.35 PT 7.94 ( 36) 36 111 1.049 L 0.58 C =120 PT 7.74 (111) Q 15.58 F =T F 5.00 PE -0.25 DR T 5.58 0.0820 PF 0.46 35 36DQ 15.24 1.049 L 12.00 C =120 PT 7.95 ( 36) Q 30.82 F =0 F 0.00 PE 0.00 BN2 T 12.00 0.2895 PF 3.47 PT 11.42 ( 35) 35 110 1.049 L 0.58 C =120 PT 11.04 (110) Q 18.60 F =T F 5.00 PE -0.25 DR T 5.58 0.1138 PF 0.64 34 35DQ 30.82 1.380 L 1.50 C =120 PT 11.43 ( 35) Q 49.42 F =0 F 0.00 PE 0.00 BN3 T 1.50 0.1825 PF 0.27 PT 11.70 ( 34) 33 108 1.049 L 0.58 C =120 PT 11.73 (108) Q 19.18 F =T F 5.00 PE -0.25 DR T 5.58 0.1204 PF 0.67 PT 12.15 ( 33) 32 107 1.049 L 0.58 C =120 PT 14.67 (107) Q 21.45 F =E F 2.00 PE -0.25 DR T 2.58 0.1481 PF 0.38 7 32 1.049 L 0.92 C =120 PT 14.80 ( 32) Q 21.45 F =T F 5.00 PE 0.00 BN1 T 5.92 0.1481 PF 0.88 PT 15.68 ( 7) 31 106 1.049 L 0.58 C =120 PT 11.13 (106) Q 18.68 F =E F 2.00 PE -0.25 DR T 2.58 0.1147 PF 0.30 SUBMITTAL SERIAL NO:2220HY1 06 -26 -1996 PAGE 4 ADDITIONS & RENOVATIONS TO PUBLIC SAFETY BUILDING CITY OF ATLANTIC BEACH, FLORIDA HYDRAULIC CALCULATIONS FOR FIRE PROTECTION SYSTEM CONTRACT # 161 -96 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 30 31 1.049 L 3.83 C =120 PT 11.18 ( 31) Q 18.68 F =T F 5.00 PE 0.00 AO T 8.83 0.1147 PF 1.01 29 30 1.049 L 6.25 C =120 PT 12'.19 ( 30) Q 18.68 F =0 F 0.00 PE 0.00 BN1 T 6.25 0.1147 PF 0.72 48 29 1.049 L 8.25 C =120 PT 12.91 ( 29) Q 18.68 F =0 F 0.00 PE 0.00 BN T 8.25 0.1147 PF 0.95 PT 13.86 ( 48) 49 105 1.049 L 0.58 C =120 PT 12.96 (105) Q 20.16 F =E F 2.00 PE -0.25 DR T 2.58 0.1321 PF 0.34 48 49 1.049 L 1.00 C =120 PT 13.05 ( 49) Q 20.16 F =T F 5.00 PE 0.00 AO T 6.00 0.1321 PF 0.79 28 48DQ 18.68 1.380 L 10.58 C =120 PT 13.84 ( 48) Q 38.84 F =0 F 0.00 PE 0.00 BN2 T 10.58 0.1169 PF 1.24 6 28 1.380 L 0.50 C =120 PT 15.08 ( 28) Q 38.84 F =T F 6.00 PE 0.00 BN T 6.50 0.1169 PF 0.76 PT 15.84 ( 6) 25 104 1.049 L 0.58 C =120 PT 13.04 (104) Q 20.22 F =E F 2.00 PE -0.25 DR T 2.58 0.1328 PF 0.34 24 25 1.049 L 9.42 C =120 PT 13.13 ( 25) Q 20.22 F =0 F 0.00 PE 0.00 BN1 T 9.42 0.1328 PF 1.25 PT 14.38 ( 24) 27 103 1.049 L 0.58 C =120 PT 13.27 (103) Q 20.40 F =E F 2.00 PE -0.25 DR T 2.58 0.1350 PF 0.35 SUBMITTAL SERIAL NO:2220HY1 06 -26 -1996 PAGE 5 ADDITIONS & RENOVATIONS TO PUBLIC SAFETY BUILDING CITY OF ATLANTIC BEACH, FLORIDA HYDRAULIC CALCULATIONS FOR FIRE PROTECTION SYSTEM CONTRACT # 161 -96 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 24 27 1.049 L 2.50 C =120 PT 13.37 ( 27) Q 20.40 F =T F 5.00 PE 0.00 AO T 7.50 0.1350 PF 1.01 23 24DQ 20.22 1.049 L 2.42 C =120 PT 14.38 ( 24) Q 40.62 F =0 F 0.00 PE 0.00 BN2 T 2.42 0.4827 PF 1.17 PT 15.55 ( 23) 22 101 1.049 L 0.58 C =120 PT 15.95 (101) Q 22.37 F =E F 2.00 PE -0.25 DR T 2.58 0.1600 PF 0.41 4 22 1.049 L 0.92 C =120 PT 16.11 ( 22) Q 22.37 F =T F 5.00 PE 0.00 BN1 T 5.92 0.1600 PF 0.95 PT 17.06 ( 4) 21 100 1.049 L 0.58 C =120 PT 13.40 (100) Q 20.50 F =E F 2.00 PE -0.25 DR T 2.58 0.1362 PF 0.35 20 21 1.049 L 12.50 C =120 PT 13.50 ( 21) Q 20.50 F =E F 2.00 PE 0.00 BN1 T 14.50 0.1362 PF 1.97 3 20 1.049 L 16.75 C =120 PT 15.47 ( 20) Q 20.50 F =T,2E F 9.00 PE 0.00 BN T 25.75 0.1362 PF 3.51 PT 18.98 ( 3) 41 45 1.049 L 1.17 C =120 PT 7.32 ( 45) Q 14.97 F =T F 5.00 PE 0.00 BN2 T 6.17 0.0762 PF 0.47 40 41DQ 14.90 1.380 L 1.92 C =120 PT 7.79 ( 41) Q 29.87 F =0 F 0.00 PE 0.00 BN3 T 1.92 0.0719 PF 0.14 39 40DQ 15.04 1.380 L 9.08 C =120 PT 7.93 ( 40) Q 44.92 F =0 F 0.00 PE 0.00 BN4 T 9.08 0.1529 PF 1.39 SUBMITTAL SERIAL NO:2220HY1 06 -26 -1996 PAGE 6 ADDITIONS & RENOVATIONS TO PUBLIC SAFETY BUILDING CITY OF ATLANTIC BEACH, FLORIDA HYDRAULIC CALCULATIONS FOR FIRE PROTECTION SYSTEM CONTRACT # 161 -96 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 10 39DQ 16.61 1.380 L 8.83 C =120 PT 9.32 ( 39) Q 61.53 F =T,2E F 12.00 PE 0.00 BN5 T 20.83 0.2736 PF 5.70 9 10 2.635 L 4.00 C =120 PT 15.02 ( 10) Q 61.53 F =0 F 0.00 PE 0.00 NC T 4.00 0.0117 PF 0.05 8 9DQ 21.03 2.635 L 6.00 C =120 PT 15.07 ( 9) Q 82.56 F =0 F 0.00 PE 0.00 NC T 6.00 0.0202 PF 0.12 PT 15.19 ( 8) 33 34 1.380 L 2.50 C =120 PT 11.69 ( 34) Q 49.42 F =0 F 0.00 PE 0.00 BN4 T 2.50 0.1825 PF 0.46 8 33DQ 19.18 1.380 L 3.08 C =120 PT 12.15 ( 33) Q 68.60 F =T F 6.00 PE 0.00 BN5 T 9.08 0.3347 PF 3.04 7 8DQ 82.56 2.635 L 8.00 C =120 PT 15.19 ( 8) Q 151.15 F =0 F 0.00 PE 0.00 NC T 8.00 0.0619 PF 0.50 6 7DQ 21.45 2.635 L 2.00 C =120 PT 15.69 ( 7) Q 172.61 F =0 F 0.00 PE 0.00 NC T 2.00 0.0791 PF 0.16 5 6DQ 38.84 2.635 L 8.42 C =120 PT 15.85 ( 6) Q 211.45 F =0 F 0.00 PE 0.00 NC T 8.42 0.1151 PF 0.97 PT 16.82 ( 5) 5 23 1.380 L 3.92 C =120 PT 15.55 ( 23) Q 40.62 F =T F 6.00 PE 0.00 BN3 T 9.92 0.1270 PF 1.26 4 5DQ 211.45 2.635 L 1.58 C =120 PT 16.81 ( 5) Q 252.07 F =0 F 0.00 PE 0.00 NC T 1.58 0.1593 PF 0.25 3 4DQ 22.37 2.635 L 10.33 C =120 PT 17.06 ( 4) Q 274.44 F =0 F 0.00 PE 0.00 NC T 10.33 0.1865 PF 1.93 SUBMITTAL SERIAL NO:2220HY1 06 -26 -1996 PAGE 7 ADDITIONS & RENOVATIONS TO PUBLIC SAFETY BUILDING CITY OF ATLANTIC BEACH, FLORIDA HYDRAULIC CALCULATIONS FOR FIRE PROTECTION SYSTEM CONTRACT * 161 -96 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 2 3DQ 20.50 2.635 L 22.17 C =120 PT 18.99 ( 3) Q 294.94 F =E F 4.30 PE 0.00 NC T 26.47 0.2130 PF 5.64 1 2 2.635 L 8.58 C =120 PT 24.63 ( 2) Q 294.94 F =GV,CV F 15.00 PE 3.72 FR T 23.58 0.2130 PF 5.02 0 1DQ 50.00 4.280 L 85.00 C =140 PT 33.37 ( 1) Q 344.94 F= T,GV /6E F 77.40 PE 4.01 UN T 162.40 0.0202 PF 3.28 COMMENT: BACKFLOW EXPRESSED IN ELEVATION 4 PSI = 9.25 FT PT 40.66 ( 0) • Pram (Pan o��',� � �� v` N 2�tkSi�at.R�s2saa8z8�181R8 $ 1,_ 0 Azi Age 0 a a A• o § m SI E3 z o no le 0 h8 ° z T88T -4 i o s J pM A m 3 ~ N v O NW∎ • 8 . *5 888. .o m N m e N * T • 8 • p Nw i� y i I II H �'� „ k : 5 A t \j\i:r 4 `°' `Vv CITY OF ATLANTIC BEACH • #1, 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 09- 00000604 Date 5/01/09 Property Address 18TH ST BEACH ACCES Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc 3/4 METER FOR 18TH ST BEACH ACCESS /NEW SHOWER Owner Contractor CITY OF ATLANTIC BEACH ATLANTIC BEACH FL 32233 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 5/01/09 Valuation . . . . 0 Expiration Date . 10/28/09 Other Fees WATER CONNECT /METER ONLY 800.00 WATER CROSS CONNECTION 50.00 WATER SDC- SYSTEM DEV CHG 1140.00 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1990.00 1990.00 .00 .00 Grand Total 1990.00 1990.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL nv4A2,0 ,P Showman, Lisa From: Giiboy, Tim Sent: Thursday, April 23, 2009 8:34 AM To: Showman, Lisa Subject: Shower at 18th Street Attachments: MeterSetProcedure.docx Here is the procedure list and the reminder to send an email requesting a meter and a check request for the shower install. The following came from Donna K. Tim, Assuming the new shower at the beach access on 18 St. will have a %" meter: System Development Charge = $1,140 Tap & Meter = $ 800 Inspection Fee = $ 50 Total = $1,990 Let me know if you need any other info — thanks, Donna 1 12200 t` DEPARTMEN OF BUIL IN CITY OF ATLANTIC B EACH w - '-� w PERMIT, I iPONMAT I ON ` �' w w ... _ w LOCATION I NFORMA I oN w w Permit Num3aer : 12200 Add ress : 850 SZM IN OI,R ROAD • Permit Ty :UTI ;}�E$ AT ♦ NUyyAyC}R� +y�yy 32 {'A f Cf i PA Y Ai M. 2 N . .. w r w - ®....w w W a,wt A Y V !.Y j� i /ON N w. w w m - Canst T :W O O l3 ?VM w Bia ck: Lot: Twp: 0 Prop o s ed User "GOVERN BLDG a tian: !� Subd: Rng: , Dwael.lings: Q Sub Est. Value 0. • Itpray. Cost: 0.00 'Tota " Pe s , QP t4 t Amou . 0.00: Da e.. P � 4 Wo ,4 � "IPE FIRE SPRIN1.LER SYSTEM IN P U$L IC SAFE BUILDING �, , . � �t * , I*. ION • -� w APPLICAT FEES Name • j BRA CH - n A IT .. �w .add � �, � �_ �, A w 0 �? W P y� P'F j� s . • Name FI 5 L / 8ERV• INC JACK , . F LO R IDA 32211 '"' . ., � 'ag . r, '^�aa =a,. a �,ac� � ^, - <�rwnnawaa �, e. NOTES: 'i - '-,', 1' ' .., ' ', r NOTICE -- At L GNCR TE FORMS AND F OOTINGS MUST BE INSPE BEFORE POURING EMIT VOID S IX MONTHS AFTER DATE OF ISSUE • SUIIDI MATERIAL , RUBE3;ISN AND DEBRIS FR O M THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE • GLE D UP AND HAULED AWAY BY E TCHER C NTRACTO OR OWNER : " FAI LUR E :t MPLY ' ' 1' '# THE ECHA J LIEN LA CAN U LT N H �- . PROPER E ' t VICE FOR T 1 IM PROVEMEN T S " ' 1 13 AC COR DING TO AP PR OVED PLANS WHICH ARE PA OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VI01 f 1V F APPLICABLE ,PROVISIONS OF LAW. ATLANTIC BEACH BUILDING; DEPARTMENT • April 25, 1996 City of Atlantic Beach Page 2 Please advise us as to your decision. We would like to be a part of the process. Also, we are continuing with our design. Any change that may result from this investigation will not significantly change the plans. B I i "egards, ) G enis L. Harrell, Jr, 1Th 5 jp CC : File Ron VanDyke Woody Junck " :9 19 P 14* lluing a [ , d -1 0 n off �; CITY OF ' eerie &earl - 96zC'da 800 SEMINOLE ROAD ATLANTIC BEAM FLORIDA 32233 -5445 TELEPHONE (904)24X5800 Aft FAX (904) 247-51105 MEMORANDUM July 2, 1996 TO: David Thompson, Public Safety Director FROM: Don C. Ford, Building Official RE: Maintenance Inspection of 850 Seminole Road Enclosed is a copy of the maintenance checklist for 850 Seminole Road. The following is a list of priority items and estimated cost for the 1996 -97 budget year: 1. Paint interior of building $ 6,500.00 2. Paint/stain exterior of building 12,000.00 3. Repair /patch leak at plumbing vent pipe over David Thompson's office 350.00 4. HVAC units need regular maintenance programs - Suggest quarterly maintenance check by qualified HVAC contractor approximately $45.00 per unit per trip 540 5. Carpet entire building in the commercial grade, high quality, long life carpet. Allow $17.00 per sq. yd. To remove existing and install new. Approximately 146 sq. yds. (Police side only, existing carpeted areas) 2,482.00 NOTE: The restrooms, kitchen, and dispatch aras are in need of attention and will be remodeled under the current contract with Harrell Construction Company which is under way. DCF /pah cc: City Manager ' " CITY OF ATLANTIC IiI M II ® BUILDING MAINTENANCE DEPARTMENT DEPARTMENT HEAD _ 1 1 BUILDING „ r f ` ",_ ' ADDRESS'' DATE OF INSPECTION TYPE OF STRUCTURE f" , DATE CONSTRUCTED "' BUILDING 3ood Fair 'oor I. WALLS I ST LEVEL TYPE: 2ND LEVEL TYPE: 3RD LEVEL TYPE: 2. OVERHANG SOFFIT & FACIA 3. GABLES 4. WINDOWS & SILLS � 5. EXTERIOR DOORS 6. SCREENING [DOORS & WINDOWS] Y'°,/` 7. COLUMNS & TRIM 8. IRON WORKS 9. PORCHES 10. STEPS /STAIRS I I . PAINTING & CAULKING: 1,4 1 2. GARAGE: I3. CARPORT: 14. OTHER: GROUNDS I 5. TREES, PLANTS & LAWN �r 1 DRAINAGE & GRADING p� 1 DRIVEWAY 1 PATIO & WALKWAY 19. FENCING 4,) 20. RETAINING WALLS 2 I , DOCK 22. BULKHEAD OR SEAWALL 23. OUTBUILDINGS 24. SPRINKLER SYSTEM 1 25. DECK 26. OTHER COMMENTS: ITEM # . .� b4 � 3 7 , r STRU CTU RAL / GOOD FAIR POOR TYPE OF BUILDING AND CONSTRUCTIONS k p C/ !'� ! (+LI 27. FOUNDATION WALL 28. PIERS 29. BEAMS at GRIDERS 30. FLOOR JOISTS 3I. SILLS 32. SUBFLOORING 33. EXTERIOR WALLS � / 34. INTERIOR WALLS V 35. HEADERS [OVER OPENINGS] v/ 36. CONCRETE FLOOR SLABS 37. ROOF FRAMING [CONVENTIONAL] 38. TRUSSES ✓/ 39. ROOF DECKING ✓ 40. STAIR FRAMING 4 I . ATTIC ACCESS 42. OTHER IF CRAWL SPACE OR BASEMENT: 43. ACCESSIBILITY 44. VENTILATION V 45. DRY 46. SUMP PUMP .// ROOFING ROOF LOCATION TYPE MATERIAL 47. t - / r .t" ,: fA r.t�� j 48. 49. FLASHING - - [GALVANIZED ALUMINUM COPPER ] ✓ 50. GUTTERS & DOWNSPOUTS -- [METAL ✓PLASTIC ] A , 5 I . SKYLIGHTS #[ ] V 52. ATTIC VENTILATION 53. CHIMNEY[S]: • COMMENTS ITEM # - 5 2— d U M IP of / 0 /PE (fit/ uP -- ) r" 7 ! L.. F: A l Ai �P. fir. T F� s t f /,+/ �c ELECTRICAL GOO FAIR POOR 54. SERVICE TO BUILDING UNDERGROUNG \///] f/ 55. MAIN PANEL BOX: RATING AMPS V 56. OVERLOAD PROTECTION [CIRCUIT BREAKERS v / FUSES ] 57. BUILDING WIRING - [COPPER ALUMINUM KNOB S, TUBES ] V 58. EXTERIOR WIRING \.X7 59. RECEPTACLES �(/ 60. GROUND FAULT INTERRUPTER -- [AT PANEL AT RECEPTACLE VI Y 61 . SWITCHES v 62. INTERIOR FIXTURES V 63. EXTERIOR FIXTURES 64. POWER ATTIC FANS #( ) /� 65. SMOKE ALARM \//' ` /f 66. INTERCOM SYSTEM V ` 67. DOORBELL 68. ATTIC FAN Pei 69. DISCONNECT TO EQUIPMENT 1\) 70. OTHER PLUMBING 71 . WATER SUPPLY [MUNICIPAL ' \PRIVATE ] V 72. SUPPLY LINES [COPPER . GALVANIZED MFjTAL ) C' PvC V 73. WASTER LINES [CAST IRON PLASTIC 1/ OTHER 1 4/ 74. WATER PRESSURE /FLOW [PSI MEASURED AT 1 •/ 75. WELL Si PUMP [ H.P. PUMP MOTOR] SERVING: (.I 76. WELL & PUMP [ H.P. PUMP MOT9RJ SERVING: / 77. HOT WATER HEATER # I [ELECTRIC �( GAS OTHER 1 Y/ [ GAL. CAPACITY)[WATER TEMP. ' DEG.F, AT ) 78. HOT WATER HEATER #2 [ELECTRIC GAS DEG.F, AT ) /V 79, WATER SOFTENER A 80. SPA/HOT TUB . 8 1 . HOSE BIBBS + v � 82. AERATOR Al 83. OTHER 84. OTHER COMMENTS: ITEM # HEATING AND AIR-CONDMONING i / GooD FAIR 'OOR 85, HEATER #I [CAP. 'TYPE: A ,"::. r 1: 1 f ( — ft FIU - 1 MAKE 5, MODEL #13 KM!) j A 6 ktbCATION: f'4 r C t - A tt o6f1 -- f (i 86. HEATER # 2 [CAP. ]M'PE: 7/. 4) (..._ /4 i A (4 f r7-i--- MAKE & MODEL #9(JE CY:i 0 LOCATION /4 F c (4 ,e 0O'-( , 87. HEATER # 2 [CAP. ITYPE: t - 7 - p A r 11 , rz, ( t r MAKE & MODEL #131,0 vc ylotootocATIoN 86. FLUE RIPE[S] 89. FUEL STORAGE - [ABOVE GRUND BELOW GROUND ABANDONED I 90. OIL FILTER[S] , 9 I . CENTRAL NC # I [CAP. 1*TYPE: ':',, r :. tl ' „ / MAKE & MODEL # LOCATION: 92. CENTRAL NC #2 [CAP. ] TYPE: MAKE & MODEL# ]LOCATION: 93. PRIMARY CONDENSATE DRAIN[S] 1/ 94. SECONDARY CONDENSATE DRAIN[S] 95. CONTROL SYSTEM[S] V 96. DUCTWORK & INSULATION - [METAL v /FLEX OTHER ) 97. AIR FLOW 98. REGISTERS 99. RETURNS V I 00. AIR FILTER[S] \.■" 0 1 . HUMIDIFIERIS) 102. WINDOW A/C # I LOCATION MAKE If I 03. WINDOW A/C #2 LOCATION MAKE ,1 I 04. WINDOW A/C #3 LOCATION MAKE 1 t , I 05. WINDOW NC #4 LOCATION MAKE i 1 06. DRYER VENTING V I 07. INSULATION - WALLS FLOORS ..y ATTIC COMMENTS: ITEM # 9 5- Co c/ ,, c? 6 11 I /4 1 ( 7 i - 4_, -1 ',, , o ,,-, K e ,<";D:./ F- iti --- etti / 1 ,0 _s L,, e (-e4 <_ c, ,03 7 5; — :-/: fq_C 7 A ((e e /_ / ,--e /...: /4-,- /.:- x 74, (z 5 , , t) c - r___v 1/4... ___,..,..• - — I r •( f A.) ' ^ .."'- ' 1 '.: ,Th t - C:- i i.,.... " / s s 'T C f,/ / 7 ( 1.* ,- - a- ,-. ,,, , , iv , , -- 10 ( `. 1 6. f ( z r . , , ,-,, ,t (() r - -/- 0 t 3 ( A , , r f)r , #4 ( .-- — f Y r r .1:1 J 1 0 -- .... ,--. r \ /tit iL - /� 1= e 6' KITCHEN AND APPLIANCES GOOoDD FAIR POOR t 108. SINK AND FAUCETS ` 109. DRAIN TRAP I I O. DISPOSAL I I . COUNTERTOP 12. CABINETS of 13. RANGE V 14. GRILL OR GRIDDLE 1 5. RANGE HOOD /EXHAUST FAN V 1 OVEN 1 MICROWAVE (BUILT I 18. DISHWASHER 19. REFRIGERATOR 1 20. FREEZER 1 I . COMPACTOR /V 1 22. ICEMAKER (DETACHED) 123. OTHER INTERIOR ROOMS 124. WALLS 25. FLOORS 1 26. CEILINGS ✓ / 1 27. PAINTING /� V 28. WINDOWS \/ 29. DooRS / 130. HARDWARE AND WEATHERSTRIPPING ✓ 13 I . FIREPLACE # #2 #3 /► l t' 132. TRIM AND MOLDING 1 33. OTHER COMMENTS ITEM #' I - ( <4 j PIO SP' 5? A 0 {. s - r S / / C Ef (C S bf6 ry I: G !?tl (.4 4( ( () /) .el Door ! / \�' I l lt! / 47/7" /If x 1 . 4 ! C"j f �_E _ 3 � — TO4/z . "UpS 1 /s tin r BATHROOMS #I #2 #3 #4 LOCATION RATING 134. TuB I35. SHOWER / 1 36. TOILET I 37. LAVATORY 138. VANITY & TOP 139. FAUCETS, DRAINS & TRIM 1 40. CERAMIC TILE y. j I . MEDICINE CABINET , „, �. 142. VENTING 1 43. TUB OR SHOWER DOORS 144. OTHER 145. OTHER COMMENTS ITEM # BATHROOM # I BATHROOM #2 BATHROOM #3 BATHROOM #4 OA AO no REPORT OF GEOTECHNICAL EXPLORATION ADDITION TO ATLANTIC BEACH A m E &A PROJECT NO. 96 - 1167 �o. For om HARRELL CONSTRUCTION CO., INC. so May 16, 1996 By ELLIS & ASSOCIATES, INC. Po Jacksonville, Florida moo 5109 STEPP AVENUE JACKSONVILLE, FLORIDA 32216 PHONE 904/733 -0960 FAX 904/448 -5534 vo EIIis&Associates May 16, 1996 vog Harrell Construction Company 3948 Sunbeam Road Jacksonville, Florida 32257 Attention: Mr. Ron Van Dyke Subject: Report of Geotechnical Exploration "° Addition to Atlantic Beach Fire Station Atlantic Beach, Florida E &A Project No. 96 -1167 Dear Mr. Van Dyke: Ellis & Associates, Inc. has completed a geotechnical exploration for the subject project. This report briefly presents our understanding of the proposed construction, describes the field exploration and laboratory testing performed, presents the data obtained, and provides our geotechnical engineering evaluation of the site and subsurface conditions at the property with respect to the proposed construction. Also included in this report are our recommendations for foundation design and site preparation and earthwork construction. Ellis & Associates, Inc. previously transmitted a letter dated April 22, 1996. The letter presented the results of the test pit explorations performed at the subject site and associated engineering recommendations. PROJECT INFORMATION Project information has been provided to us in discussions with you. We have been provided with drawings A -1 to A -4, and a plan showing IV„ foundation details prepared by Junck & Walker (undated). These plans show the layout of the proposed construction and various construction details. Based on the information provided to us, it is our understanding the qam proposed project will consist of constructing an addition to the existing fire department facility. The addition will be a one - story, wood- framed structure and will be constructed on the north side of the existing *' facility. It is anticipated the proposed addition will be supported on a monolithic shallow foundation. Detailed loading information has not been provided to us; therefore, we have assumed maximum wall loadings on the order of 2 klf. It is our understanding that a fire station facility previously existed in the general area of the proposed addition. 1 Geotechnical Engineering ■ Environmental Services iu Construction Materials Engineering and Testing 0 Ell & A ssociates inc. GEOTECHNICAL EXPLORATION The purpose of this geotechnical exploration and engineering study was to obtain within practical limits, sufficient information concerning the site and subsurface conditions in order to evaluate the area with AIN respect to the proposed construction and to provide data to help formulate foundation design and site preparation and earthwork construction recommendations. Our study, therefore, required the collection of site and subsurface data and the performance of a geotechnical engineering analysis and evaluation. Field Exploration - In order to explore the subsurface conditions within the area of the proposed addition, we located and performed two penetration test borings, drilled to depths of approximately 15.0 feet below the existing ground surface. A reduced copy of the Floor Plan (drawing A -2) provided to us is included in the attachments as the Field Exploration Plan. The borings were performed on May 7, 1996 at the approximate locations shown on the Field Exploration Plan and located in the field by our personnel using taped measurements from existing structures at the site. The attached Log of Boring records present the descriptions of the soil conditions encountered at the boring locations, based on visual observation and some laboratory tests, and also provide the penetration resistances recorded during the sampling operations of the penetration '" borings. The stratification lines on the boring records represent the approximate boundary between soil types, as determined in the field by our drillers. The transition between soil types at each boring location may be gradual. A description of the drilling and sampling techniques used is provided on the attached Field Exploration Procedures sheet. Laboratory Testing - Quantitative laboratory testing was performed on selected samples of the soils encountered in the field exploration. The laboratory testing was performed in order to better define the composition of the soils encountered and to provide data for correlation to their anticipated strength and compressibility characteristics. The laboratory testing determined the organic materials contents of selected soil samples. The results of the laboratory testing and techniques used in the laboratory testing are shown on the Summary of Laboratory Test Data sheet which is included in the attachments. """ 2 Ell & Associates . SUBSURFACE CONDITIONS Soil Conditions - The attached Generalized Subsurface Profiles and the following discussion of the subsurface conditions highlight the major subsurface stratifications encountered by the borings. For a detailed description of the soil conditions encountered, please refer to the Log of Boring records in the attachments. When reviewing these records it should be understood that the soil conditions will vary somewhat between the boring locations. The borings generally encountered 0.5 foot of topsoil underlain by loose fine sands to slightly silty fine sands extending to depths ranging between approximately 2.25 and 2.5 feet. Below these soils, loose to medium dense slightly silty fine sands containing some to many organic materials were encountered to depths varying between approximately 3.5 and 4.0 feet. The borings then encountered very loose to medium dense fine sands to slightly silty fine sands extending to depths varying between approximately 11.75 and 12.0 feet which in turn were underlain by dense weakly cemented slightly silty fine sands (hardpan) extending to the boring termination depths of approximately 15.0 feet. Groundwater Level - The groundwater level was encountered at each of the boring locations and recorded, at the time of drilling, at depths varying from 3.6 to 4.2 feet below the existing ground surface. The depth to the groundwater level at each boring location is noted on the attached Log of Boring records. It should be anticipated, however, that the groundwater level will fluctuate due to seasonal climatic variations, surface water runoff patterns, construction operations, and other interrelated factors. GEOTECHNICAL ENGINEERING EVALUATION AND RECOMMENDATIONS MO Our geotechnical engineering evaluation of the site and subsurface conditions at the property with respect to the planned construction and imposed loading conditions and our recommendations for foundation design and site preparation and earthwork construction are based upon (1) our site observations, (2) the field and laboratory test data obtained, and (3) our understanding of the project information and structural conditions as presented in this report. If the structural conditions are incorrect or should the location of the addition be changed, please contact us so that we can review our recommendations. The discovery of any site or subsurface conditions during construction which deviate from the data 3 WM Ell & A ssociates inc. obtained during this geotechnical exploration should also be reported to us for our evaluation. mm We consider the subsurface conditions at the site favorable for support of the proposed addition when constructed upon a properly designed conventional shallow foundation system. A moderate amount of site preparation is considered necessary in order to provide more uniform bearing conditions and to reduce the potential for post- construction settlements of the planned addition. The site preparation considered necessary will generally consist of over - excavating soils containing significant amounts of debris, roots, and organic materials, densification of the underlying soils from the exposed surface, followed by the placement of the backfill and fill required to achieve final grade. The recommendations presented in the subsequent sections of this report present design and construction techniques which we feel are '" feasible for the planned construction. We recommend, however, that we be provided the opportunity to review the foundation plans and earthwork specifications in order to verify that our recommendations have been 000 properly interpreted and implemented. Foundation Design Recommendations mut Provided the site preparation and earthwork construction recommendations in the following report sections are completed prior to vertical construction proceeding, the following parameters may be used for foundation design. Bearing Pressure - The maximum allowable net soil bearing pressure for use in shallow foundation design should not exceed 3,000 psf. Net bearing pressure is defined as the soil bearing pressure at the foundation bearing level in excess of the natural overburden pressure at that level. The foundations should be designed based upon the maximum load which could be imposed by all loading conditions. Foundation Size - The minimum width recommended for any continuous a wall footing is 16 inches. Even though the maximum allowable soil bearing pressure may not be achieved, this width recommendation should control the size of the foundations. Bearing Depth - The foundations should bear at a depth of at least 12 inches below the exterior final grades in order to provide confinement to the fine sandy bearing level soils. me mm 4 .. .. EH is&Associates. .. .. Bearing Material - The foundations may bear in either the compacted suitable natural soils or compacted structural backfill. The bearing *I. level soils, after compaction, should exhibit densities equivalent to 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) to a depth of at least one foot below the foundation bearing levels. Settlement Estimates - Post - construction settlements of the addition will be influenced by several interrelated factors, such as (1) the subsurface stratification and strength and compressibility mo characteristics; (2) the footing size, bearing level, applied loads, and resulting bearing pressures beneath the foundations; and (3) the site preparation and earthwork construction techniques used by the contractor. Our settlement estimates for the addition have been based upon the use of site preparation /earthwork construction techniques as recommended in the following sections of this report. Any deviation from these recommendations could result in an increase in the estimated post- '" construction settlements of the addition. Due to the sandy nature of the near- surface soils, we expect the settlement of the addition to occur in an elastic manner and fairly rapidly during construction. Using the bearing pressure mentioned above for the estimated maximum structural loads, and the field and laboratory test data which we have correlated to geotechnical strength and Allo compressibility characteristics of the subsurface soils, we estimate that total settlements of the addition could be on the order of one -half inch or less. Differential settlements result from differences in applied *" bearing pressures and variations in the compressibility characteristics of the subsurface soils. Because of the general uniformity of the subsurface conditions and the recommended site preparation and earthwork construction techniques (as discussed below), we anticipate that differential ms settlements of the addition should be within tolerable magnitudes. Site Preparation and Earthwork Construction Recommendations General - Prior to over - excavation operations, we recommend temporary groundwater control measures be implemented at the site as detailed in the following section of this report. Subsequent to the implementation of the groundwater control measures, the initial site preparation should consist of over - excavating unsuitable soils within and to a distance of at least 5.0 feet beyond the perimeter of the proposed addition. Unsuitable soils consisting of slightly silty fine sands containing some to many organic materials were encountered at the locations of borings B1 and B2 between depths of approximately 2.25 to 3.5, and 2.5 to 4.0 feet, respectively. Additionally, as documented in our letter dated April 22, 1996, the test » 5 EIIis&Associates. pits performed within the area of the proposed construction encountered unsuitable soils containing significant amounts of construction debris generally between depths of 1.0 and 3.0 feet. It should be anticipated that surficial topsoils will be encountered in thicknesses generally on the order of 6 to 12 inches below the existing ground surface. The site lk should be graded to direct surface water runoff from the construction area. Temporary Groundwater Control - The groundwater level was encountered AIM at depths varying from 3.6 to 4.2 feet below the existing ground surface at the time of our exploration. Because of the need for over - excavation of unsuitable soils to depths on the order of 4.0 feet followed be backfilling with compacted fill soils, it may be necessary to install temporary groundwater control measures in order to dewater the area to facilitate the over - excavation and backfilling processes. The groundwater control measures can consist of constructing perimeter ditches excavated to a depth on the order of 1.0 foot below the required depth of over- excavation and graded to a sump where the collected groundwater and surface water runoff can be pumped and removed from the site. We Ap recommend the groundwater control measures, if necessary, remain in -place until compaction of the existing soils, as detailed in the following section, is completed. Site & Fill Compaction - After completing the over - excavation operations and installing the temporary groundwater control measures (if required), the area should be compacted from the exposed surface by the use of a lightweight vibratory sled or drum roller having a static, at- drum weight on the order of 500 to 2,000 pounds. The use of heavier vibratory compaction equipment is not recommended due to the potential for I,n damage to occur to nearby structures as a result of intense vibrations. Typically, the material should exhibit moisture contents within +2 percent of the Modified Proctor optimum moisture content (ASTM D 1557) during the compaction operations. Compaction should continue until densities of at nnn least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) have been achieved within the upper 1.0 foot of the compacted natural soils at the site. Structural backfill and fill required for site development should be placed in loose lifts not exceeding 6 inches in thickness and compacted by vm the use of the above lightweight compaction equipment. Structural fill and backfill is defined as a non - plastic, inorganic, granular soil having less than 10 percent material passing the No. 200 mesh sieve and containing less than 4.0 percent organic material. Typically, the material should exhibit moisture contents within +2 percent of the non 6 OP AA AP 81 is • Modified Proctor optimum moisture content (ASTM D 1557) during the compaction operations. Compaction should continue until densities of at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) have been achieved within each foot of the compacted structural fill and backfill. Foundation Areas - After satisfactory placement and compaction of the required structural backfill and fill, the foundation areas may be excavated to the planned bearing levels. The foundation bearing level 140 soils, after compaction, should exhibit densities equivalent to 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) to a depth of one foot below the bearing level. For confined areas, such as the footing excavations, any additional compaction operations can probably best be performed by the use of a lightweight vibratory sled or roller having a total weight on the order of 500 to 2000 pounds. lop Should the bearing level soils . experience pumping and soil strength loss during the compaction operations, compaction work should be immediately terminated and (1) the disturbed soils removed and backfilled AP with dry structural fill soils which are then compacted, or (2) the excess moisture content within the disturbed soils allowed to dissipate before recompacting. Loose lifts of backfill soils in the footing excavations, if required, should be placed in thicknesses not exceeding six inches prior to densification with the lightweight compaction equipment. Quality Control - A representative number of field in -place density is tests should be made in the upper one foot of compacted natural soils, in each one -foot thick lift of compacted backfill and fill, and in the upper 12 inches below the bearing levels in the footing excavations. The density tests are considered necessary in order to verify that satisfactory compaction operations have been performed. We recommend density testing be performed (1) at a minimum of three locations within the building area and at a minimum of three locations in the footing areas. me 7 . 1, Ellis & Associates Inc. .4110 We appreciate this opportunity to be of service as your geotechnical consultant on this phase of the project and look forward to providing the POP materials testing and inspection that will be required during the construction phase. If you have any questions concerning this report or if we may be of any further service, please contact us. IP Very truly yours, / /on,E.I. SSOCIATES, INC. :1 „ Staff Engineer . G eg A. dmonds, P.E. President Registered, Florida No. 22384 PO cc: Mr. Woody Junck Junck & Walker PO r 8 mos a. ATTACHMENTS Description Page No. Field Exploration Plan Al Generalized Subsurface Profile A2 - A3 Log of Boring Records A4 - A5 Field Exploration Procedures A6 Summary of Laboratory Test Results A7 Key to Soil Classification A8 0 " [ ELLIS & ASSOCIATES, INC. ) op — P Iso ,/ 'fr — 1 t. 1 _ :_cr.; 1;1. 0:—Til:s1 ....- '-7- /, .: /, / / 2/' -, r mg E. .-..,(/ 1 -// , /- '//'. / ', :, ? ttk-.:1-_t_rr.__, r•r :I 1 J _ :-- - al t t : -/ ',!) ,c4 • -,e I . -r 1 / / , , ---- 'On / I %; // 1 •,-, 1 ! two f= I fr," _=,, tt) I / 1 i , 10; - ,z 1 1 — -c, di 1 1 .., J 7 , n r... _.1. C P 1 -\, /-I •1 ri , r e - - , _____ -=.• m I / IT : 1 11 51 .—j -I' _.... ... - 411, zr.r.g B1- - „, --_____I 0' 10' 20' wwwwwwww 01" iii■ms Graphic Scale (Approx.) LEGEND HELD EXPLORATION PLAN Penetration Boring Location (Approx.) Addition to Atlantic Beach Are Station AP Atlantic Beach, Florida REFERENCE: Floor Plan Prepared by Harrell Construction Co., Inc. E&A Project No. 96-1167 mi. Al 0 814 C_ ELLIS & ASSOCIATES, INC. if. An IP B1 N B2 N 0 it..-':g. z:,. - , , ..,,,,,,, ,..., -0 :......i.,-5 . .....: , ,,.6 - ow _ , ... *..4:,;.; ,....4i...,..v., 11 _ 0004 y :is..,::::., Y:.:::::::.:::•:•-::' ..:: :. ...,• .... 5- :,./.'........ -6 : - 5 - W in ••••1 ii. - :::::.... .::::::::::::--12 _ ..:::::::::i::.:. :• •F MIS i'• - :::.::':'::...." ,. - "Ti 0. ,:::::.::::'":'''' rn W rill _ '::::.:.:::.::', ••••1 _ '::.:::::::-2 /....sii%:....'.10 10- . .. - 10 ... ..... ,.. . ., ... _ .. . ' .../ 4 1■1 .4.......4. IMO ,.......7.C...H.... _ ..:-....-". 15- - -_-_-_-_-_-, -15 BT BT ono AV MP MO LEGEND GENERALIZED SUBSURFACE PROFILE See Attached Legend Atlantic Beach Fire Station Addition Atlantic Beach, Florida fro E&A Project No. 96-1167 0 * A2 --- | 1 ELLIS & ASSOCIATES, INC. /-_- --- omm MIR LEGEND Fine SAND to Slightly Silty Fine SAND (SP, SP-SM) 3r Mifel Slightly Silty Fine SAND With Some to Many Organic Materials (SP-SM; Organic) INN Weakly Cemented Slightly Silty Fine SAND (Hardpan) (SP-SM) Y Groundwater Level at Time of Drilling BT Boring Terminated N Penetration Resistance, Blows/Foot M OM O � �n _ �7 pm , 81.. Ellis & Associates inc. Project No.: 96 -1167 mo Boring No.: Bi LOG OF BORING Sheet 1 of 1 Project: Atlantic Beach Fire Station Addition Client: Harrell Construction Co., Inc. w _ Drill Rig: CME 55 Driller: P. Young Boring Location: See Field Exploration Plan — Drill Rod: AW Drill Mud: Quick Gel Casing Size: HW Length of Casing: Groundwater Depth: 4. Time: Drilling Date: 5 / 7 / 96 Boring Begun: 5 / 7/96 Boring Completed: 5/7/96 moo F' SHEAR STRENGTH a O Z Z � . � � KSF CD Q J Z Pocket Penetrometer O W V - C7 < N J W J Undisturbed Sample 1014 U.1 Z W DESCRIPTION CC C a a V) Z 0 B Po sturbed W J W W 0 I-- O O r-4 • Torvane E • E N 1- Q NE N in T� V d Unconfined Co Compression W W Cs Q W N 3 t� Z V O 0 - + J ® Compression fill N G O a Z (�) O CO Q a 0 10 20 0 1 2 . 0 - -- - -- _ -- - I 1 I, I 1 I L. ♦ 1 1 ' "I 1 Topsoil _ _Jr _ _ 5 1 - _ LOOSE Brown to Dark Brown Fine = - SAND (SP) - - 2 - LOOSE Dark Gray Slightly Silty 4 13.1 2A - Fine SAND With Some to Many 7.1 = - - Organic Materials (SP -SM; Organic) 1 _ - LOOSE Brown Fine SAND (SP) 6 = - 3 • 5 1 - - LOOSE to VERY LOOSE Dark Brown - - 4 _ Slightly Silty Fine SAND (SP -SM) 6 _ _ - 2 - - 5 - - la - - - - 10 iMP - - - -- - -- - - _ DENSE Dark Brown Weakly Cemented - - - = Slightly Silty Fine SAND (SP -SM) - - - - (Hardpan) _ - 6 - 33 - - - 15_ -- - _ Boring Terminated At 15' = _ - 20 - 25 5 4 _ � - . 4, A4 ,.. EIIis&Associates Inc. Project No.. 96 -1167 mi. Boring No.: B2 LOG OF BORING Sheet 1 of 1 foo Project: Atlantic Beach Fire Station Addition Client: Harrell Construction Co. , Inc. Drill Rig: CME 55 Driller: P. Young Boring Location: See Field Exploration Plan Drill Rod: AW Drill Mud: Quick Gel Casing Size: HW Length of Casing: aii Groundwater Depth: 3.6' Time: Drilling Date: 5/7/96 Boring Begun: 5/7/96 Boring Completed: 5/7/96 I-' SHEAR STRENGTH CO OW. p Z H W = W� ,_., KSF O I j . U_ c. a 1.) J O w _j P Undiisturbed ro S�le Z u_ W DESCRIPTION cc re F-+ 'Q N ( N I-- 9 Pocket Penetrometer W W O oG �' 1- o--o Z O _ Disturbed Sample Torvane J = a. o. 1— F I— O N = v O • Unconfined = H f N Z et Z N J + Cr • Compression M. N 0.. h Z p C.) Z a J p ® T C ression D J CC ce Z O (70 O CO d a 0 10 20 0 1 2 • 0 - — _l_,__Li 4 iii lii Topsoil - - 1 - LOOSE Dark Gray Slightly Silty 6 = - Fine SAND With Trace of Limerock - - - (SP -SM) _ - Po 2 - MEDIUM DENSE Dark Gray Slightly J 11 9.0 _ - - Silty Fi SAND With Many Organic - \Material (SP -SM Organic) " 3 '- - 5 LOOSE to MEDIUM DENSE Grayish 10 _ - Brown Fine SAND (SP) = - - 12 - - ixo 4 - _ - - 10 - - Wit 5 - _ - • - 10 ' - DENSE Dark Brown Weakly Cemented Slightly Silty Fine SAND (SP -SM) _ _ moo r: (Hardpan) _ _ 6 : 41 _ _ • 15 _ - _ Boring Terminated At 15' - _ MP • 20 • • ■ : 25 — - -- • • vim A5 (ELLIS & ASSOCIATES, INC. FIELD EXPLORATION PROCEDURES Penetration Borings The penetration borings were made in general accordance with the 00 latest revision of ASTM D 1586, "Penetration Test and Split- Barrel Sampling of Soils ". The borings were advanced initially by augering and, after encountering the groundwater table, further advanced by rotary (or "wash -n- chop ") drilling techniques using a circulating bentonite fluid for borehole flushing and stability. At 2 1/2 to 5 foot intervals, the drilling tools were removed from the borehole and a split - barrel sampler inserted to the borehole bottom and driven 18 inches into the soil using 00 a 140 pound hammer falling on the average 30 inches per hammer blow. The number of hammer blows for the final 12 inches of penetration is termed the "penetration resistance, blow count, or N- value ". This value is an rite index to several in -place geotechnical properties of the material tested, such as relative density and Young's Modulus. 00 After driving the sampler 18 inches (or less if in hard rock -like material), the sampler was retrieved from the borehole and representative samples of the material within the split - barrel were placed in glass jars OP and sealed. After completing the drilling operations, the samples for each boring were transported to our laboratory where they were examined by MP our engineer in order to verify the driller's field classification. The retrieved samples will be kept in our facility for a period of six (6) months unless directed otherwise. 00 A6 41. ( ELLIS Q ASSOCIATES. INC. 1 SUMMARY OF LABORATORY TEST RESULTS PROJECT: Atlantic Beach Fire Station Addition CLIENT: Harrell Construction Co., Inc. PROJECT NO.: 46-1167 0 Atterberg Limits Natural Sample Organic Fines Moisture Liquid Plastic Plasticity Pocket moo Boring/ Depth Content Content Content Limit Limit Index Pen. Sample No. (ft.) % Z % % Z % (tsf) D1/2 2'0-3'0 13'I B1/2A 3.0-3.5 7.1 B2/2 2.5-4.0 9.0 Organic Loss on Ignition (Percent Organics) The organic loss ignition percent or�oo c oun on gu ou or �ernno organic material in the sample tested was determined in general accordance with ASTM D 2974. The percent organics is the matoclal, expressed as a percentage, which is burned off in a muffle furnace at 445±10 degrees Celcius. mgo imto im me A7 me [___ELLIS & ASSOCIATES, INC. j - - -- Aro KEY TO SOIL CLASSIFICATION Description of Compactness or Consistency in Relation mo To Standard Penetration Resistance COARSE GRAINED SOILS FINE GRAINED SOILS (Sands and Gravels) (Silts and Clays) N -Value Compactness N -Value Compactness 0 - 3 Very Loose 0 - 1 Very Soft 4 - 10 Loose 2 - 4 Soft 11 - 30 Medium Dense 5 - 8 Firm 31 - 50 Dense 9 - 15 Stiff 51 and Very Dense 16 - 30 Very Stiff MO Greater 31 and Hard Greater DESCRIPTION OF SOIL COMPOSITION ** (Unified Soil Classification System) 0."; LABORATORY CLASSIFICATION CRITERIA ' !a MAJOR DIVISION FINER THAN SOIL DESCRIPTION -''n 200 SIEVE G SUPPLEMENTARY REQUIREMENTS Coarse grained (over Gravelly soils GW 0 - 5* 060 /010 greater than 4, Well graded gravels, sandy gravels 50)'. by weight coarser (over half of 2 OM than No. 200 sieve) coarse fraction D 30 /(060 x D between 1 & 3 larger than No. 4) GP 0 - 5• Not meeting above gradation for GW Gap graded or uniform gravels, sandy gravels GM 12 or more* PI less than 4 or below A -line Silty gravels, silty sandy gravels 4, GC 12 or more' P1 over 7 above A -line Clayey gravels, clayey sandy gravels Sandy soils SW 0 - 5' D60 /010 greater than 6, Well graded sands, gravelly sands (over half of coarse fraction 0 x 0 between 1 & 3 finer than No. TOO 4) SP 0 - 5' Not meeting above gradation Gap graded or uniform sands, gravelly requirements sands Sr4 12 or more' PI less than 4 or below A -line Silty sands, silty gravelly sands SC 12 or more' P1 over 7 and above A -line Clayey sands, clayey gravelly sands MP Fine grained (over Low compres- ML Plasticity chart Silts, very fine sands, silty or 50% by weight finer sibility clayey fine sands, micaceous silts than No. 200 sieve) (liquid limit less than 50) CL Plasticity chart Low plasticity clays, sandy or silty clays OL Plasticity chart, organic odor or color Organic silts and clays of low plasticity High compres- -1H Plasticity chart Micaceous silts, diatomaceous silts, sibility volcanic ash (liquid limit more than 50) CH Plasticity chart Highly plastic clays and sandy clays OH Plasticity chart, organic odor or color Organic silts and clays of high plasticity ;itnl! Soils with fibrous organic matter Pt Fibrous organic matter; will char, burn or glow Peat, sandy peats, and clayey peat • For soils having 5 to 12 percent passing the No. 200 sieve, use a dual symbol such as GW--GC. ••Table 2:5 (p. 73) of Sowers 5 Sowers, 141(000. SOIL r4ECH. & FOUND., THIRD EDITION. TIP SAND DESCRIPTION MODIFIERS ORGANIC MATERIAL MODIFIERS Modifier Fines Content Modifier Organic Content Slightly >/. to 12'/. . Trace T% to 2% (No Modifier) 13 /. to 30% Few 2% to 47 Very 314 to 507.. Some 4% to 8% Many >8%, MP MO A8 MEllis a Associates j JECT NO: 962 2608 �� REPORT N0: 3 I 5109 ¢TEPP AVENUE JACKSOAVILLE, FL 32216 -6053 LAB NO: 2 (904)733 -0960 OFFICE (904)448 -5534 FAX NUMBER DATE: 07/01/96 JUL 0 2 19 REPORT OF: IN -PLACE DENSITY TESTS PROJECT: Public Safety Building Addition, Job #9607 - Atlantic Beach Erggigitrg CONTRACTOR: Harrell Construction Company REPORTED TO: Harrell Construction Company ��! 1996 3948 Sunbeam Road, Suite #8 Jacksonville, FL 32257 Building and Zoning TEST DATE: 06/21/96 TEST METHOD: ASTM D -2922 LOCATION: Building Area MATERIAL: Brownish Gray Fine Sand COURSE: Fill SPEC REQUIREMENTS: 95Z LOCATION DEPTH DRY DEN. MAX DEN. Z MAX DRY MOISTURE # CU.FT. # CU.FT. DENSITY PERCENT Bottom of West Footings 0 -12" 96.1 98.1 98 14.0 Bottom of East Footings 0 -12" 93.7 98.1 96 12.1 Bottom of North Footings 0 -12" 97.6 98.1 99 13.0 On Grade East Building 0 -12" 96.1 98.1 98 9.0 On Grade Center Building 0 -12" 96.2 98.1 98 11.1 On Grade West Building 0 -12" 95.1 98.1 97 10.6 THE ABOVE TESTS MEET SPECIFICATION REQUIREMENTS UNLESS OTHERWISE INDICATED. INSPECTED BY: M. Gruber Respectfully submitted, 11 LIS & ASSOCIATES, INC. U) John E. Ellis, II, P.E. DISTRIBUTION: JEE /sb 2cc:Client 7 ) EA EII is&Associates. PROJECT NO: 962 -2608 REPORT NO: 3 5109 STEPP AVENUE JACKSONVILLE, FL 32216 -6053 LAB NO: 2 (904)733 -0960 OFFICE (904)448 -5534 FAX NUMBER? 13196 ' Jtile 1296 REPORT OF: IN -PLACE DENSITY TESTS PROJECT: Public Safety Building Addition, Job 19607 - Atlantic Beach EX4ErrEM CONTRACTOR: Harrell Construction Company l ' „ 5 1996 REPORTED TO: Harrell Construction Company 3948 Sunbeam Road, Suite #8 g Buildin and Zoning Jacksonville, FL 32257 TEST DATE: 06/21/96 TEST METHOD: ASTM D -2922 LOCATION: Building Area MATERIAL: Brownish Gray Fine Sand COURSE: Fill SPEC REQUIREMENTS: 95% LOCATION DEPTH DRY DEN. MAX DEN. X MAX DRY MOISTURE # CU.FT. # CU.FT. DENSITY PERCENT Bottom of West Footings 0 -12" 96.1 98.1 98 14.0 Bottom of East Footings 0 -12" 93.7 98.1 96 12.1 Bottom of North Footings 0 -12" 97.6 98.1 99 13.0 On Grade East Building 0 -12" 96.1 98.1 98 9.0 On Grade Center Building 0 -12" 96.2 98.1 98 11.1 On Grade West Building 0 -12" 95.1 98.1 97 10.6 THE ABOVE TESTS MEET SPECIFICATION REQUIREMENTS UNLESS OTHERWISE INDICATED. INSPECTED BY: M. Gruber Respectfully submitted, LIS & ASSOCIATES, INC. John E. Ellis, II, P.E. DISTRIBUTION: JEE /sb 2cc : Client 7 / • • , . •_.. . • ilit „Ro,c-r- : ATLANTIC BEACH PUBL Seminole RELL ..._ ..,... 850 Road N 111 ".. 11700 el.' • • C 1, 11 01 PROJ . No.: AR • Jop uo: , ARIVIC 30 ------------- )TEM OF WoRK• • . • • • / i ' •:----.. f . ........ ! ; I 6- 3 6 - - ;• -1 -1••- -;.; • i I : : • ' . 1 ; ' : 7-1 ; ; - -- 1 --- 1 : ........ 4. 1 . 1_1 .... . ; • . . , , • , • , , .._,,.. .. - • i T - :••:.*P! • , , , - i ; . • , : i : 7- ----,....! . . ; i . : ' • • j ; - --- 4 ......„ : .. - i 1 1 / . i : • ! 1 : -.:-. i t : i . : . ; -7 ; r 7 I -1- i .._:- .. / .• .: i : --,....z...L i -- ; ---,--- ---i--..,....,:_ : SITE WORK/ _BLDG PAD . rni ! , 2 1 , ! 1 I i ! - . ; ' ! ' r•----:---i ---...,.. , . 5 i. : • --: --.,,_ ,, . t ; , l i I -- 7 -- !--..:-4.-;.. ,... i • ; : I ; 7-7-7 : I ' i I ; . . • PREP . 0 : illiar-."- 1. ! i • , • 4 ! i : : 7---:•----_____ / • ! ; al i : ____ _ . ._ • . z.. j ? --:- . ., : i . 1 ...... • --...... . I . 1 ---'-----•' • i R OUGH FRAMING . I . . • ----;_.:, r . • r- ---- • : ■ ; ; : , 1 , 7,1ILL I • 4 • ,, ---------------------------------------------------------------------------- ._:_ I " .. : : : , i • . : 1 • I ri ____;._ : t i • : i v. 1 . 1 • ri --- ;' --- i--; 1 ---.1..1. 1 .__I i . : , • : . . t • ---. tipriv't I t • ' t I ■ 1 . 1 , I I ' 1 1 1 I i 1 ' i 1 1 1 1 1 1 1 I t 1 1 1 . • . . ' EA PROJECT NO: 962 -2608 EIIis&Associates REPORT NO: 2 5109 STEPP AVENUE LAB NO: 2 JACKSONVILLE, FL 32216 -6053 `2 (904)733 -0960 OFFICE tr' e�l -;,. : , - (904)448 -5534 FAX NUMBER h I 1996 JUN 1 1 $ UN 1996 REPORT OF: IN -PLACE DENSITY TESTS .1, PROJECT: Public Safety Building Addition, Job #9607 - Atlantic Beach CONTRACTOR: Harrell Construction Company REPORTED TO Harrell Construction Company 3948 Sunbeam Road, Suite #8 Jacksonville, FL 32257 TEST DATE: 06/06/96 TEST METHOD: ASTM D -2922 LOCATION: Building Pad MATERIAL: Brownish Gray Fine Sand COURSE: Fill SPEC REQUIREMENTS: 95Z LOCATION DEPTH DRY DEN. MAX DEN. X MAX DRY MOISTURE # CU.FT. # CU.FT. DENSITY PERCENT Northeast Corner 0 -12" 96.1 98.1 98 12.3 Center 0 -12" 99.9 98.1 102 8.6 Southwest Corner 0 -12" 96.2 98.1 98 8.2 THE ABOVE TESTS MEET SPECIFICATION REQUIREMENTS UNLESS OTHERWISE INDICATED. INSPECTED BY: E. Howell Respectfully submitted, ELLIS & ASSOCIATES, INC. .� i 4c.John E. El is, II, P.E. DISTRIBUTION: JEE /sb 2cc:Client cin 14 PROJECT NO: 962 -2608 Ellis Associates inc. REPORT NO: 1 5109 STEPP AVENUE �tt LAB NO: 2 -073 JACKSONVILLE, FL 32216 -6053 it (904)733 -0960 OFFICE DATE: 06/13/96 (904)448 -5534 FAX NUMBER � * REPORT OF: MOISTURE DENSITY RELATIONSHIP OF SOILS PROJECT: Public Safety Building Addition, Job #9607 - Atlantic Beach CONTRACTOR: Harrell Construction Company REPORTED TO: Harrell Construction Company 3948 Sunbeam Road, Suite #8 Jacksonville, FL 32257 LOCATION: Building Pad MATERIAL: Brownish Gray Fine Sand SPECIFICATIONS: ASTM D -1557 DATE SAMPLED: 06/06/96 DATE TESTED: 06/07/96 MAXIMUM DRY DENSITY: 98.1 P.C.F. OPTIMUM MOISTURE: 14.7 % SAMPLED BY: E. Howell INSPECTED BY: R. Kelley Respectfully submitted, ELLIS & ASSOCIATES, INC. 4;.7chn E. E1 is, II, P.E. DISTRIBUTION: JEE /sb U 2cc:Client BUILDING AND ZONING NSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL4N NUMBER IMPORTANT T Applicant to complete all items in LOCATION Street Address: ctions I, II, III, and IV. 1. U ' �i '.. it/ OF Intersecting Streets: defwe.S 7,;tic /t„, /Q0 0 . BUILDING .�nd�T�/}.((2; , �c Sub- division IL IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans end specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Nasser of Mc Print) l /� a., _gym M • st .' ct ors Centrector (Print) , ` r/ . .y ezz3Z Nasty. of ..� Property Owner A •,_ ..I1/`'/ C ..,_ . . Signature of Owner Millil Signature of g or Authorised Agent MI `� Architect or Engineer 111. GENERAL . e' • TION A. Typo of heating fuel: B. Elocfrfc IS OTHER CONSTRUCTION REIN Nf THIS BUILDING OR SITE? O Gas — ❑ LP 0 Natural ❑ Central Utility O OR IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT O Other — Specify IV. h1SCMANICAL EQUIPMENT TO 111 INSTALLED NATURE OF WORK (hovi& complete list of components on bad of this form) ❑ Residential or ❑ Commercial Heat ❑ Space ❑ Recessed [Gntrol 0 boor New Building Air CondrYgning: 0 Awn Central ❑ Existing Building Duct System: Material Thic4 � _ ❑ Replacement of existing system Maximum opacity Aid C'/-/K_ c.f.m. v New Installation (No system previously Installed) Q Refeigenfan 0 Extension or add -on to existing system O Cooling tome: Capacity 0 Other — Specify O Rea sprinklers: Number of lands O Eiwonr ❑ Manlift ❑ Escalator jasmine) O Snake pump (rmst�,) THIS SPACE FOR OPPICE 1111 ONLY • O Ts• n r) (numbe IReeaised) Rensar#s 0 LA6 conhinars (amber) Q Unfired pressure vessel O Whirs Permit Approved by Da+e Q Other — Specify Permit Fee LIST ALL EQUIPMENT AMR CONDITIONING AND REFRIGERATION EQUIPMENT Number Untta Deecrlptbu Yodel Number A �Ip Yamutaott;rrr � HEATING • FURNACES, BOILERS, FIREPLACES Number Unita Desedptfoln Yo6.1 Number Kainitaaturer C A e c.•-•'■ A d61 /..-„*/..e1,74 e9,/,,, 4,.„ _____41.■,....z.,, „,. lid Dlossissioso Contained b Typ' Liquid Nam . at Seam Yaautaotorer No. A ' B APPLICATION AND CERTIFICATE FOR PAYMENT A1A DOCUMENT G702 PAGE 1 OF 3 PAGES TO : TREK INTERNATIONAL SAFARIS, INC. Project : Application Not FOUR 6440 SOUTHPOINT PARKWAY . JACKSONVILLE, FLORIDA 32216 Period To: 4 Architect's Project No: FROM: HARRELL CONSTRUCTION CO., INC. 3948 SUNBEAM RD. # 8 Contract Date: 2/12/96 JACKSONVILLE, FLORIDA 32217 - CONTRACTOR'S APPLICATION FOR PAYMENT Application is lade for Payment, as shown below, in conconnection with the Contract. Continuatiion Sheet, A1A Document 67 6703, is attached. !CHANGE ORDER SUMMARY I 1. ORIGINAL CONMTRACT SUM $305,800. 1 _ 2. Net change by Change Orders $0..% (Change Orders 1 ADDITIONS 1 DEDUCTIONS 1 3. CONTRACT SUM TO DATE $305," !approved in previous (Months by Owner 1 1 I 4. TOTAL COMPLETED & STORED TO DATE $232,314.' I TOTAL( 1 I (Column G on G703) I 1 1 1 5. RETAINAGE !Approved this Month 1 1 1 a. 5% OF COMPLETED WORK $11,615.70 I I 1 1 (Column D +E on G703) !Number Date Approved! 1 1 b. Retainage reduced to 5% upon 50% $0.Y. I ! I I 1 completion of work Total Retainage (Line 5a +5b or 1 I I I Total in Column I of G703) $11,615.70 I I I f I 6. TOTAL EARNED LESS RETAINAGE $220,698.30 (LINE 4 less Line 5 Total) I i 1 I I 7. LESS PREVIOUS CERTIFICATES FOR I I I I I PAYMENT (Line 6 from prior Certificate). $156,652.20 I TOTALSI 0.00 1 0.00 1 8. CURRENT PAYMENT DUE $64,046.10 1 1 1 9. BALANCE TO FINISH, PLUS RETAINAGE $85,101.70 I Net change by Change Orders 0.00 1 (Line 3 less Line 6) I I . The undersigned Contractor certifies that to the , State of: Florida County of: Duval best of the Contractor's knowledge, information /i)08( and belief the Work covered by this Application i9011191 has been completed in accordance with the Contrii Subscribed and sworn to b* i111600 ea/ Documents, that all amounts have been paid bapp OF MOT"' this - deK n2',. � % ; 488: /796 Contra.' , r fo Work for which previous Certifi - ; ° • ` : cater Ray'e were issued and Payments re- G° :ER ° � . _ c eived , ,o t • l er, and that current payment UL 0 3 1996 Notar Public: = / � ° r • 4D shown 0,e , n , � 4w due. ` r Q . Q MO : o By: i 1 Dater My Commission expires: 6 i�aiii�� Glenis L. Harrell, Jr., President ARCHITECT'S CERTIFICATE FOR PAYMENT AMOUNT CERTIFIED 14.4511-7/ o46. f 0 t- E1(planation if amount certi ied differs J In accordance with the Contract Documents, based from he amount app i '6r.) J on on -site observations and data comprising the "" above application, the Architect certifies to the ARCHITEC : j Owner that to the best of the Architect's know - iL `�/� 6 ledge, information and belief the Work has pro- By: Date: / fCONTINUATION SHEET A1A DOCUMENT 6703 PAGE 2 OF 3 PAGES 1 1 APPLICATION NO :FOUR IHARRELL CONSTRUCTION CO., INC PROJECT: NEW OFFICE BUILDING 13948 SUNBEAM ROAD SUITE 8 : TREK INTERNATIONAL SAFARIS APPLICATION DATE :6/25/96 !JACKSONVILLE, FLORIDA 32257 : JACKSONVILLE, FLORIDA LOCATION: PERIOD TO :6/25/96 ARCHITECT'S PROJ.NO:N /A ! ! I A 1 B ! C 1 D 1 E 1 F 1 6 1 H 1 I 1 I 1 iITEMI DESCRIPTION OF WORK 1 SCHEDULED I WORK COM 1 MATERIALS 1 TOTAL 1 % 1 BALANCE 1 RETAINAGE 1 NO. 1 VALUE 1 1 PRESENTLY 1 COMPLETED 1(6 /C)1 TO FINISH 1 1 ) FROM PREVIOUS 1 1 STORED 1 AND STORED 1 1 (G -C1 1 i 1 1 I 1 APPLICATION ! THIS PERIOD 1 (NOT IN 1 TO DATE (D +EI 1 1 D OR El 1 (D +E+Fl I ! ! 1 1 - - - -1 I 1 1 1 1 1 1 1 1100 !GENERAL CONDITIONS 1 1 1 1 1 1 1 1 I 1101 !Fees and Permits 1 $1,728.00 1 $1,728.00 1 80.00 1 80.00 1 81,728.00 1 100 1 $0.00 1 $172.80 1 1102 lInsurence 1 $345.00 1 8345.00 1 $0.00 ! 80.00 1 $345.00 1 100 1 $0.00 1 834.50 1 1103 !Supervision 1 817,701.00 1 812,391.00 ! $2,655.00 1 80.00 1 $15,046.00 1 85 1 82,655.00 1 81,504.60 1 1104 !Testing 1 8587.00 1 8440.00 1 80.00 1 $0.00 1 8440.00 1 75 1 $147.00 1 844.00 1 1105 !Temp. Utilities 1 82,456.00 1 82,211.00 1 80.00 1 80.00 1 $2,211.00 1 90 1 8245.00 1 $221.10 1 1106 !Design 1 819,378.00 1 $19,378.00 1 80.00 1 80.00 1 819,378.00 1 100 1 80.00 1 $1,937.80 1 1107 'C'lean Up 1 $3,297.00 1 81,319.00 ! 8659.00 1 80.00 1 $1,978.00 1 60 1 $1,319.00 1 8197.80 1 1200 !SITE WORK 1 1 1 1 1 ! 1 1 I 1201 !Layout 1 $1,041.00 1 8833.00 1 $208.00 1 80.00 1 $1,041.00 1 100 1 $0.00 1 $104.10 1 1202 !Soil Poisoning 1 $420.00 1 $420.00 1 $0.00 ! 80.00 1 8420.00 1 100 1 80.00 1 842.E ° 1 1203 1Site Work ! 818,780.00 1 817,841.00 1 8939.00 1 80.00 1 $18,780.00 1 100 1 $0.00 1 $1,878.00 1 1204 !Concrete Paving 1 827,280.00 1 80.00 1 80.00 1 80.00 1 80.00 1 0 1 827,280.00 1 80.00 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 ! 1205 !Landscaping & Irrig. 1 88,625.00 1 $0.00 1 $0.00 1 $0.00 1 80.00 1 0 1 88,625.00 1 80.00 1 1206 !Utility Construction 1 84,007.00 1 $0.00 1 84,007.rts 1 $0.00 1 84,007.00 1 100 1 80.00 1 8400.70 1 1300 !CONCRETE WORK 1 1 1 I 1 1 1 1 1 1301 !Concrete Floor Slab 1 810,189.00 1 810,189.00 1 80.00 1 80.00 1 $10,189.00 1 100 1 80.00 1 81,018.90 1 1302 !Walks, Misc. Concrete 1 $3,412.00 1 80,00 1 $2,559.00 1 $0.00 1 $2,559.00 1 75 1 8853.00 i $255.90 1 1600 (CARPENTRY 1 1 1 1 1 1 1 1 ! 1601 1Rough Framing 1 $51,044.00 1 851,044.00 1 $0.00 1 $0.00 1 851,044.00 1 100 1 $0.00 1 $5,104.40 1 1602 !Millwork, Trim 1 84,814.00 ! $0.00 1 80.00 1 80.00 1 $0.00 1 50 1 $4,814.00 1 80.00 1 I 1 i 1 1 1 1 1 1 1 1 ! 1 1 1 I 1 I 1 1 1 1 1 1 ! 1 1 I 1 1 ! 1 I I 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 I I ! 1 1 1 1 I 1 1 1 ! ! TOTALS 1 8175,104.00 1 8118,139.00 1 811,027.00 1 80.00 18129,166.00 1 74 1 845,9 1812,916.60 1 1 I_ 1 1 1 1 1 1 1 1 AIA DOCUMENT 8703 . APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . A1A . COPYRIGHT 1983 6703-1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 !CONTINUATION SHEET AlA DOCUMENT G703 PAGE 3 OF 3 PAGES 1 1 1 APPLICATION NO :FOUR !HARRELL CONSTRUCTION CO., INC PROJECT: NEW OFFICE BUILDING 13948 SUNBEAM ROAD SUITE 8 : TREK INTERNATIONAL SAFARIS APPLICATION DATE :6/25/96 'JACKSONVILLE, FLORIDA 32257 : JACKSONVILLE, FLORIDA LOCATION: PERIOD TO :6/25/96 ARCHITECT'S PROJ.NO:N /A I 1 I A I B i C i D 1 E 1 F 1 G 1 H 1 1 1 I I I ITEMI DESCRIPTION OF WORK i SCHEDULED 1 WORK COM 1 MATERIALS 1 TOTAL 1 % 1 BALANCE 1 RETAINAGE 1 I NO. 1 1 VALUE i 1 PRESENTLY 1 COMPLETED 1(G /C)1 TO FINISH 1 I FROM PREVIOUS 1 1 STORED 1 AND STORED 1 1 (G -C) 1 i 1 ! I 1 APPLICATION 1 THIS PERIOD i 'NOT IN 1 TO DATE 1 1 1 I 1 I ! I ID+E) 1 1 D OR E) 1 1D +E+F) 1 - - - -I 1 1 1 1 I 1 1 1 1 I 1 (TOTALS FROM PREV.PAGE 1 $175,104.' 1 8118,139.00 1 811,027.00 1 80.00 1$129,166.00 1 73 1 $45,938.' 1$12,916.60 1700 'ROOFING AND SHT.MTL. 1 1 1 1 1 1 1 1 I 1701 1Metal Roofing 1 818,245.00 1 817,333.00 1 $912.00 1 80.00 1 $18,245.00 1 100 1 $0.00 1 81,824.50 1 1702 lInsulation 1 84,307.00 1 $4,307.' 1 80.00 1 80.00 1 84,307.00 1 1'45 1 80.00 1 8430.70 1 l8' !DOORS & WINDOWS 1 1 1 1 1 1 1 I 1801 !Doors, Frases, Hdwr. i $15,226.00 1 83,654.•' 1 $7,766.00 1 80.00 1 811,420.00 1 75 1 $3,806.' 1 81,142.00 1 1802 !Windows, Glass 1 84,828.00 1 84,828.00 1 80.00 1 $0.00 1 $4,828.' 1 100 1 $0.00 1 $482.80 1 1900 !FINISHES 1901 !Drywall 1 812,688.00 1 82,918.00 1 89,770.00 1 $0.00 1 812,688.00 1 100 1 80.00 1 81,268.80 i 1902 !Acoustical 1 $3,795.00 1 $0.00 1 $2,277.00 1 80.00 1 82,277.' 1 60 1 81,518.00 1 82 1 1903 'Stucco i 817,894.00 1 88,947.00 1 88,947. 1 80.' 817,894.00 1 100 1 80.5 1 $1,789.40 1 1904 'Flooring 1 89,067.00 1 80.00 1 80.00 1 80.00 1 $0.00 1 0 1 89,067.00 1 80.00 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I 1905 1Painting 1 85,520.00 1 80.00 1 84,140.00 1 80.00 1 84,140.00 1 75 1 81,380.' 1 8414.00 1 1110 1SPECIALTIES 1 82,152.00 1 80.00 1 80.00 1 $0.00 1 $0.00 1 0 1 82,152.00 1 50.00 1 1150 'PLUMBING I $4,945.00 1 83,462.00 1 $0.00 1 80.' 1 $3,462.00 1 70 1 81,483.00 1 $346.20 1 1155 IHVAC 1 $14,664.00 1 84,392.' 1 $7,339.55 1 80.00 1 811,731.00 1 80 1 $2,933.' 1 81,173.10 1 1160 !ELECTRICAL 1 817,365.00 1 86,078.00 1 $6,078.00 1 $0.00 1 812,156.00 1 70 1 $5,209.' 1 $1,215.60 1 I 1 1 1 1 1 1 1 1 I 1 1 I 1 i 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I i 1 1 1 1 1 I 1 ! 1 1 I l I 1 1 I 1 1 1 1 1 I i 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 I 1 1 1 i 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 ! 1 1 1 I I_I 1 1 I 1 1 I 1 1 I I 1 1 1 1 1 1 1 1 1 I 1 TOTALS 1 $305,800.00 1 8174,058.00 1 858,256.00 1 80.00 18232,314.00 1 76 1 873,486.00 1823,231.40 1 1 1 1 1 1 1 1 I I 1 A1A DOCUMENT G703 . APPLICATION AND CERTIFICATE FOR PAYMENT , MAY 1983 EDITION . A1A . COPYRIGHT 1983 G703-1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING TO OWNER: UNDER FLORIDA CONSTRUCTION LAW, CHAPTER 713, YOUR FAILURE TO MAKE SURE THAT THE UNDERSIGNED LIENOR IS PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM THE LIENOR EVERY TIME YOU PAY YOUR CONTRACTOR. JULY 10, 1996 NOTICE TO OWNER I P940892549 and PRELIMINARY NOTICE TO OWNER, CONTRACTOR, SUBCONTRACTOR, and SURETY, if applicable (FLORIDA STATUTES 713.06 713.23 and 255.05) whichever is applicable to this job (GENERAL CONTRACTOR) HARRELL CONSTRUCTION COMPANY DON C FORD 3948 SUNBEAM ROAD STE 8 BUILDING OFFICIAL JACKSONVILLE FL 32217 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 Please be informed that the undersigned is furnishing, or has furnished the following described materials, labor, and /or services: GENERAL BUILDING MATERIALS for the improvement of real property described as: 850 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA "FIRE STATION" LOTS 44 THROUGH 49 SALTAIR SECTION 2 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. under an order given by: HARRELL CONSTRUCTION COMPANY Florida law prescribes the serving of this notice and restricts your rights to make payments under your contract in accordance with Section 713.06, Florida Statutes. IN THE EVENT THAT THE CONTRACT FOR IMPROVEMENTS IS BONDED, PURSUANT TO SECTION 713.23, FLORIDA STATUTES, SECTION 255.05, FLORIDA STATUTES, TITLE 40 U.S.C. SECTION 270, OR ANY OTHER FORM OF BOND, THE UNDERSIGNED INTENDS TO LOOK TO THAT BOND FOR PROTECTION AND PAYMENT. THE UNDERSIGNED REQUESTS A COPY OF THE PAYMENT BOND AND A COPY OF ANY DIRECT CONTRACTS PERTAINING TO THE IMPROVEMENTS FOR THIS PROJECT AND AGREES TO PAY REASONABLE COPY COSTS FOR SUCH COPY. THIS NOTICE IS NOT A LIEN, CLOUD NOR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY. NOR IS IT A MATTER OF PUBLIC RECORD. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property. This Claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF: RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Professional Regulation. Any demand made pursuant to Section 713.16(2) COPIES TO: or Section 713.16(4), Florida Statutes, Must be directed to the attention of the representative at the address of the Lienor shown below. P940892547 (OWNER) CITY OF ATLANTIC BEACH WILLIAM D. MEEK JR, / NACM SERVICES CORP. (813) 289 8894 By: 800 SEMINOLE ROAD P o BOX 21798 TAMPA FL 33622 ATLANTIC BEACH FL 32233 Authorized Agent for (Lienor) HUGHES SUPPLY INC (ORDERER) ATTN: LYNN HARRY HARRELL CONSTRUCTION COMPANY 20 N ORANGE AVE STE 200 3948 SUNBEAM ROAD STE 8 ORLANDO FL 32801 JACKSONVILLE FL 32217 (REF # : 32870 -02) P940892548 ALAN JENSEN ESQUIRE 708 NORTH THIRD STREET JACKSONVILLE FL 32250 P940892549 DON C FORD � • kigglaTED 4\1°\ 800 SEMINOLE NOLE ROAD �VV 1 5 ATLANTIC BEACH FL 32233 �� • ti 1996 • d"�� ai d WARNING TO OWNER: UNDER FLORIDA CONSTRUCTION LAW, CHAPTER 713, YOUR FAILURE TO MAKE SURE THAT THE UNDERSIGNED LIENOR IS PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM THE LIENOR EVERY TIME YOU PAY YOUR CONTRACTOR. JULY 10, 1996 1 NOTICE TO OWNER I P940892 P940892547 - P P 408 940892549 and PRELIMINARY NOTICE TO OWNER, CONTRACTOR, SUBCONTRACTOR, and SURETY, if applicable (FLORIDA STATUTES 713.06 713.23 and 255.05);, whichever is applicable to this job (GENERAL CONTRACTOR) HARRELL CONSTRUCTION COMPANY CITY OF ATLANTIC BEACH 3948 SUNBEAM ROAD STE 8 800 SEMINOLE ROAD JACKSONVILLE FL 32217 ATLANTIC BEACH FL 32233 Please be informed that the undersigned is furnishing, or has furnished the following described materials, labor, and /or services: GENERAL BUILDING MATERIALS for the improvement of real property described as: 850 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA "FIRE STATION" LOTS 44 THROUGH 49 SALTAIR SECTION 2 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. under an order given by: HARRELL CONSTRUCTION COMPANY Florida law prescribes the serving of this notice and restricts your rights to make payments under your contract in accordance with Section 713.06, Florida Statutes. IN THE EVENT THAT THE CONTRACT FOR IMPROVEMENTS IS BONDED, PURSUANT TO SECTION 713.23, FLORIDA STATUTES, SECTION 255.05, FLORIDA STATUTES, TITLE 40 U.S.C. SECTION 270, OR ANY OTHER FORM OF BOND, THE UNDERSIGNED INTENDS TO LOOK TO THAT BOND FOR PROTECTION AND PAYMENT. THE UNDERSIGNED REQUESTS A COPY OF THE PAYMENT BOND AND A COPY OF ANY DIRECT CONTRACTS PERTAINING TO THE IMPROVEMENTS FOR THIS PROJECT AND AGREES TO PAY REASONABLE COPY COSTS FOR SUCH COPY. THIS NOTICE IS NOT A LIEN, CLOUD NOR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY. NOR IS IT A MATTER OF PUBLIC RECORD. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property. This Claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF: RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Professional Regulation. Any demand made pursuant to Section 713.16(2) COPIES TO: or Section 713.16(4), Florida Statutes, Must be directed to the attention of the representative at P940892547 the address of the Lienor shown below. (OWNER) CITY OF ATLANTIC BEACH B y: WILLIAM D MEEK JR. / NACM SERVICES CORP. (813 289 8894 P O BOX 21798 TAMPA FL 33622 800 SEMINOLE ROAD Authorized Agent for: ( Lienor) ATLANTIC BEACH FL 32233 HUGHES SUPPLY INC (ORDERER) ATTN: LYNN HARRY HARRELL CONSTRUCTION COMPANY 20 N ORANGE AVE STE 200 3948 SUNBEAM ROAD STE 8 ORLANDO FL 32801 JACKSONVILLE FL 32217 (REF # : 32870 -02) P940892548 ALAN JENSEN ESQUIRE 708 NORTH THIRD STREET JACKSONVILLE FL 32250 P940892549 DON C FORD BUILDING OFFICIAL 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CITY OF ATLANTIC BEACH, FLORIDA ApproVSd by APPLICATION FOR ELECTRICAL PERMIT g i +/- 1 9 TO THE CHIEF ELECTRICAL INSPECTOR: DATE. . 7� /a 2 6 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, ' 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 ATLANTIC BEACH ORDINANCES. (L Ooo*Sot' ' / Air _ o . LEA E icL (x14,, ( &L1 LE ti- i ELECTRICAL. FIRM: MASTER ELECTRICIAN RE / JOURNNYMAN NAME ADDRESS: r50 S .n1 t D k. (Q ] RFD BOX BLDG. SIZE BETWEEN: RES. ( ) APT. ( ) COMM. ( ) PUBLIC* INDUS. ( ) NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER 'i TEMP. ( ) SIGNS 1 ) SO. FT SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZ NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES A CONCEALED OPEN TOTAL AMPS. 31-100 AMPS SWITCHES 1n,., 1® INCANDESCENT Z FLUORESCENT & M. V. FIXED 0 - 100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 2 -6 I 1..0 Kw 0.1 OVER MOTORS H.P VOLTAGE PHS NO. 1 H.P. . VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. * KV NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN T FORWARDED TOTAL FEES INVERT AP # / /�o / 2- 1:6 ©lag Amount 50 V AppR CH TICBA R a ` A O FFICE Dept. Head Apprvl. mil$ p1N , li 2; 1996 BUG 3 199 Fin. Dir. Appr'vl. gtailding and Zor ►i 1 APPLICATION 04R14ICATEAD4Rt'IRA'DIENT PAG OF 2 TO : CITY OF ATLANTIC BEACH PROJECT: NEW ADDITION Application No: FIVE . 800 SEMINOLE ROAD PUBLIC SAFETY BUILDING : ATLANTIC BEACH, FL. 32233 ATLANTIC BEACH, FLORIDA Period To: 8/26/96 Architect's Project No:N/ FROM: HARRELL CONSTRUCTION CO., INC. : 3948 SUNBEAM ROAD SUITE 8 Contract Date: 4/4/96 : JACKSONVILLE, FLORIDA 32257 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for Payment, as shown below, in conconnecti with the Contract. Continuatiion Sheet, AlA Document 67 6703, i attached. (CHANGE ORDER SUMMARY I 1. ORIGINAL CONMTRACT Sill $190,21 I I 2. Net change by Change Orders $7,58 IChange Orders i ADDITIONS 1 DEDUCTIONS I 3. CONTRACT SUM TO DATE 1197,80 lapproved in previous I I I ----------------- (Months by Owner I I 1 4. TOTAL COMPLETED & STORED TO DATE. $151,12 TOTAL( I 1 (Column G on G703) I I I I 5. RETAINAGE (Approved this Month I I 1 a. 10% OF COMPLETED WORK MY I I I I (Column D +E on G703) (Number Date Approved( 1 1 b. 10% of Stored Material $0.00 1 I I I I (Column F on G703) I I I I I Total Retainage (Line 5a +5b or I I I I I Total in Column I of G703) I i I 1 I 6. TOTAL EARNED LESS RETAINAGE $151,12 I I I I I (LINE 4 less Line 5 Total) 0.00 I I 1 I I 7. LESS PREVIOUS CERTIFICATES FOR • I 1 1 1 1 PAYMENT (Line 6 from prior Certificate). .... 1108,54 TOTALS( 0.00 1 0.00 1 8. I I I I 9. MAW IETAINACE t46, be Net change by Change Orders 0.00 1 (Line 3 less Line 6) I 1 _ The undersigned Contractor certifies that to the State of: Florida County of: Duval best of the Contractor's knowledge, information and belief the Work covered by this Application has been completed in accordance with the Contract Subscribed and sworn to before me Documents, that all amounts have been paid by the this Z6, day of , 4 )5 T - 1996. s'• Contractor for Work for which previous Certifi- OFFICIAL NOTARY SEAL I cates f.r Payme t were issued and Payments re- WILLIAM j. Yn r- ceived rom t e Owner, and that current payment Notary Public: A' - ,, ',�' shown h r n r s .now due. , CONT" O': M'' ELL CONSTRUCTION CO., INC. R4 Date 6/25/96 My Commission expires: ! �' J .. ^ '% 2 5'14-; OD RRCHITECT'S CERTIFICATE FOR PAYMENT AMOUNT CERTIFIED (Attach explanation if amount certified differs In accordance with the Contract Documents, based from the amount applied for. A i on on -site observations and data comprising the - - above application, the Architect certifies to the ARCH ' R 'CONTINUATION SHEET AlA DOCUMENT G703 PAGE 2 OF 3 PAGES I 1 APPLICATION NO :FIVE 'HARRELL CONSTRUCTION CO., INC PROJECT: NEW ADDITION 13948 SUNBEAM ROAD SUITE 8 PUBLIC SAFTEY BLDG. APPLICATION DATE :8/26/96 (JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH LOCATION: PERIOD TO :8/26/96 ARCHITECT'S PROJ.NO:N /A A I B I C I D 1 E 1 F I G 1 H 1 I I I IITEMI DESCRIPTION OF WORK 1 SCHEDULED 1 WORK COM 1 MATERIALS 1 TOTAL 1 % 1 BALANCE 1 RETAINAGE 1 { NO. 1 VALUE I 1 PRESENTLY I COMPLETED ItG /C)1 TO FINISH 1 1 FROM PREVIOUS i 1 STORED * AND STORED 1 1 (G-C) 1 I I I I I APPLICATION 1 THIS PERIOD 1 (NOT IN 1 TO DATE 1 1 1 ! I I I I (D +E) 1 1 D OR E) i (D +E+F) 1 1 1 I I - - - -I I I I I I i----- I------ -_1 - -- -I 1100 (GENERAL CONDITIONS I I I I I I 1 I l 1101 'Fees and Persits 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 0 1 80.00 1 $0. . 1 1102 (Insurance 1 11,003.00 1 $502.00 1 $251.00 1 10.00 1 $753. 1 70 1 1250.00 1 $0.' 1 *103 'Supervision 1 $12,574.00 1 17,714.00 1 $1,886.00 1 $0.00 1 $9,600.00 1 85 1 $2,974.00 1 $0.00 1 1104 1Testing 1 $531.00 1 $531.00 1 $0.00 1 10.00 1 $531.00 1 1'' 1 10.00 1 $0.00 1 1105 'Temp. Utilities 1 11,853.00 1 $1,112.00 1 1370.00 1 $0.00 1 11,482.00 1 80 1 1371.00 1 80,00 1 1106 'Design i $18,620.00 1 818,620.00 1 80.00 1 $0.00 1 $18,620.00 1 100 1 $0.Y. 1 80.%s 1 1107 1Clean Up 1 $2,006.00 1 8802.00 1 $401.00 1 $0.00 1 $1,203.00 1 60 1 $803.00 1 $0.1 1 1200 (SITE WORK 1201 'Layout 1 $328.00 1 1328.00 1 10.00 1 $0.00 1 1328.00 1 100 1 $0.00 1 $0.00 1 1202 'Soil Poisoning 1 $306.00 1 $306.00 1 $0.00 1 $0.00 1 $306." 1 100 1 $0.00 1 $0.00 1 1203 'Site Work 1 $2,039.00 1 $2,039.00 1 10.00 1 $0.00 1 $2,039.00 1 100 1 80.00 1 $0.00 1 I 1 1 1 1 1 1 1 1 I I 1 I 1 1 I 1 I 1 1 I I 1 1 I 1 1 1 1 1 I I I 1 I I 1 1 1 1 1 I I I 1 1 1 1 1 1 1 I 1 I 1300 'CONCRETE WORK 1301 'Concrete Floor Slab 1 $8,798.00 1 $8,798.00 1 $0.00 1 80.00 1 18,798.00 1 100 1 $0.00 1 $0.00 1 1302 'Patch bath floor exist ! 8306.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 0 1 $306.00 1 $0.00 1 I 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 f 1400 !MASONRY 1401 !Demo for doors 1 $851.00 1 $0.00 1 $596.00 1 $0.00 1 $596.00 1 70 1 $255.00 1 $0.v 1 1 1 ! 1 1 1 I I 1 I 16001CARPENTRY 1 1 1 1 1 I 1 1 I 1 601IRough Fraying 1 $38,458.00 1 $38,458.00 1 $0.00 1 $0.00 1 $38,458.00 1 100 1 $0.00 1 $0.00 1 16021Millwork 1 $5,369.00 1 $0.00 1 $4,832.00 1 10.00 1 $4,832.00 I 90 1 8537.00 1 $0.00 1 l 6031Deao Walls Existing 1 $1,258.00 1 $0.00 1 $0.00 1 10.00 1 $0.' 0 1 $1,258.00 1 $0.00 1 ! 6041New Walls Existing 1 $3,419.00 1 10.00 1 $0.00 1 $0.00 1 $0.00 1 0 1 13,419.00 1 101.'% 1 _1 I I 1 I 1 1 1 1 1 1 I 1 TOTALS 1 $97,719.00 1 $79,210.00 1 18,336.00 1 $0.00 1 887,546.00 1 1 $10,173.00 1 80.00 1 l__1 T I _1 1 1 1 1 A1A DOCUMENT G703 , APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . AlA . COPYRIGHT 1983 6703 -1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NFW YORK AW,FNUF, N, W., Wt1FHTNTroN DJ'. ? Wt, R (CONTINUATION SHEET A1A DOCUMENT G703 PAGE 3 OF 3 3 PAGES 0.00 APPLICATION NO :FIVE �I I HARRELL CONSTRUCTION CO., INC. PROJECT: NEW ADDITION 3948 SUNBEAM ROAD SUITE 8 PUBLIC SAFETY BLDG. APPLICATION DATE :8/26/96 (JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH LOCATION: PERIOD TO :8/26/96 ARCHITECT'S PROJ.NO:N /A A I B 1 C 1 D 1 E 1 F I G 1 H I I IITEMI DESCRIPTION OF WORK I SCHEDULED 1 WORK COM 1 MATERIALS 1 TOTAL 1 % 1 BALANCE I RETAINAGE NO. 1 VALUE I 1 PRESENTLY 1 COMPLETED I(G /C)I TO FINISH I I I FROM PREVIOUS 1 1 STORED 1 AND STORED 1 1 (G-C) 1 l I I I I APPLICATION 1 THIS PERIOD 1 (NOT IN 1 TO DATE 1 1 I I I i I 1 (D +E) 1 1 D OR E) 1 (D +E +F) - - -- I I 1 1 1 1 I - - -- I -- I 1 1 1 1 I 1 1 1 I +� (TOTALS FROM PREV.PAGE 1 897,719.00 1 $79,210.00 1 $8,336.00 1 $0.00 1 $87,546.00 1 0 1 $10,173.00 1 80.00 I I 1 1 I 1 1 1 1 1 1 l I I 1 I I I I 1 1 1 I I 1 1 1 1 1 1 I 1 1 I I 1 1 1 I 1 1 1 I J I 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I 1700 (MOISTURE PROTECTION 1• 1 1 1 1 1 1 1 ! 1701 (Fiberglass Shingles 1 52,941.00 1 $2,941.00 1 $0.00 1 $0.00 1 $2,941.00 1 1 1 $0.00 1 80.00 *702 (Insulation Walls 1 $454.00 1 10.00 1 $454.00 1 80.00 1 1454.'• 1 100 1 10.00 1 $0.00 1 1703 (Salley Port Roof 1 $4,295.00 1 $0.00 1 80.00 1 80.00 1 $0.00 1 0 ) $4,295.00 1 $0.% 1704 (Gutters 1 $454.00 1 $0.00 1 $0.00 1 $0.00 1 80.00 1 0 1 $454.00 1 $0.00 I 1 1 1 1 1 1 1 1 1 1 I 1 800IDOORS & WINDOWS I I 1 I I 1 I I I 1801 (Doors, Frames, Hdwr 1 $8,428.00 1 $1,686.00 1 $4,212.00 1 $0.00 1 $5,898.00 1 70 1 82,530.%''. 1 $0.00 1 1802 (Windows 1 $1,790.00 1 $1,790.00 1 $0.00 1 $0.00 1 $1,790.00 1 100 1 $0. 1 $0.00 1 1 1 1 1 1 1 1 1 1 1 I *900 (FINISHES 1 1 1 1 1 1 1 1 I 1901 1Drywall 1 $4,592.00 1 $0.00 1 $4,592.00 1 $0.00 1 $4,592.00 1 100 1 $0.00 1 $0.00 I 1902 Acoustical Ceiling 1 $4,472.00 1 $0.00 1 84,472.00 1 80.00 1 $4,472.00 1 100 1 80.00 1 $0.00 1 1903 !Painting 1 $3,835.00 1 $0.00 1 $1,151.00 1 $0.00 I $1,151.00 I 30 1 $2,684.1 1 $0.00 1 1904 lFlaor Covering 1 84,727.00 1 $0.00 1 $0.00 1 80.00 1 $0.00 1 0 1 $4,727.00 I $0.s� 1 1905 ICerasic 1 $10,097.00 1 80.00 1 $8,087.00 1 $0.00 1 88,087.00 1 80 1 $2,010.•: 1 80.00 1 110 (SPECIALITIES 1 1 1 1 1 I 1 I 1 1 1111Toilet- Accessories 1 $4,029.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 I 0 1 $4,029.00 1 $0.00 t 1 112IKitchen Appliances 1 $1,674.00 t 10.00 1 $0.00 1 $0.00 1 $0.00 1 0 1 $1,674.00 I $0.00 I 1 113ILockers 1 $5,507.00 I $0.00 I $0.00 1 $0.00 I $0.00 1 0 1 85,507.00 I $0.00 1 1 150IPLUMBING 1 $11,701.00 1 $8,280.00 1 $0.00 1 80.00 1 $8,280.00 1 70 I 83,421.v 10. s 1 1 1551HVAC 1 $9,344.00 1 82,803.00 1 85,606.00 1 $0.00 I 88,409.00 1 90 I $935.'x. 1 $0.00 1 1 160IELECTRICAL 1 $14,160.00 I 84,248.v I $5,664.00 1 80.00 I 19,912.00 1 70 1 84,248.00 1 $0.. 1 I (CHANGE ORDER NO.1 1 $5,748.00 1 $5,748.00 1 50.00 1 10.00 1 $5,748.00 t 100 I 80.00 1 $0.00 1 I 1CHANAGE ORDER NO.2 1 81,840.00 1 $1,840.00 I $0.00 1 $0.00 1 81,840.00 1 100 1 $0.00 I $0.00 I I y 1TOT1LS 1 8197,807.00 1 $108,546.00 1 142,574.00 1 0.00 1 $151,120.001 76 1 846,687.00 I I A1A DOCUMENT G703 . APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . AlA . COPYRIGHT 1983 6783 -1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 I a tt /Z � I I I cp W U 8 d m �i Iu-d I I a co 0 N I c o n p Z y O O \ \�{ m co `O Z ` 1J I t o ( • %` W �LL� 0 p Cl. I z ¢ LL. 1 a) _- 01C Z ( g t I u _ W = a a I U c v i C - r 3 0 i I 0 i 8 0) I r-. S E }�. W m ad 0 w W I W o Lt C > 3 1/4, (,,,. F I W r r W ( l if e r v m r J O S N L) , .. ; / L iss,c) LL J E ~ 4 1 a I 0 N I W Z ?). v i c m E c o! .- o ' 0 n °' E - ro o �� 0 Z % X c 0 a o. ❑ ❑ ; JJ U Q w _ o a V V=aLL r_ m ❑❑❑ ❑ a o o O 0 a o ' Z a m h m E ' 1110- a ¢12 in 2� LL v a v W a .� Z O a s O Z J w u. c m y 1 -I 3 0 , ` 8 oc u � ? r m p t ,CE /11 w rn a- U V N U. G W ¢ F52 ii: 0 Q w la p as < r ❑ ❑ cc 1 w 1 w 0 4 (±)uj .2 _ ,V q, .k, IL 0 :u.,,,,:„ H % ,i ,,,v, , a9 co O as C.3 co z C C c os °' ° 'U c E J E ¢.j c a m E 3 m -+ Es N y 0 0 0 F - CC 0 Z 03 Li Cr c L. n 014 of . p « c '3 / k e` 9 SQeC n C+ owe pi; �N N EQ Vf-S1 F P etro R /1 i - 2-! c aC � y `C �O PM. I / ME ;N a � .r ; i J ' j1 V � , ac� ° Q�.V ! �Fae Fab page .' G °� ... C-\ Pie o M � / n I R`e . / /��(�) Fl \cP s ie, S' Pepe a .dress t l T �-' EN.E� �,1 . Se`� ay ,10 /� � P0`e .. F��d ONC �E(fc 1e� Q � N pol f 4 n P \NS `O 'huts ' a�` N J``O\NG n S e . KEP fe d, pM a` ° spe G � O � c O °F a ncy i3 ' F °\ 6 F � a a`Aoo t ' ` �9 ‘OS ,Aa ��es. 0 j Oa � e M ob• pri Tv. f. ri i...-g' 0 , I HARRELL CONSTRUCTION COMPANY 3948 Sunbeam Road - Buildin �� 'M� Jacksonville, Florida 32257 n � Zoning Telephone (904) 268-5518 Fax (904) 262-3414 LETTER OF TRANSMITTAL To: CITY OF ATLANTIC BEACH DATE: 6-28-96 800 SEMINOLE RD. ATLANTIC BEACH, FL. 32233 Attn: MR. DON FORD Re: PUBLIC SAFETY ADDITION WE ARE SENDING YOU: XAttached Under seperate cover the following items: ___ Plans Copy of letter Change order Specfications _X _Other: MESSAGE: One (1) copy concrete test One (1) copy termite pre-treat warranty THANKS THANKS THANKS THANKS THESE ARE TRANSMITTED AS CHECKED BELOW: For Approval %__Approved as Submitted For Review and Comment For Your Use _X_ Approved as Noted Estimating REMARKS; THANKS THANKS THANKS THANKS Ron Van Dyke Project Manager 44 CERTIFIED TERMITE &PEST CONTROL INC o 332 11th Avent. No. • Jacksonville Beach, FL 32250 • `a``7 N (904) 246 -1846 • Fax (904) 246 -0669 ' f SUBTERRANEAN TERMITE SERVICING AGREEMENT 1 5 1gS FLORIDA PEST CONTROL ASSN: LIMITED WARRANTY` #, ; � OWNERS NAME: ATLANTIC BEACH FIRE STATION STREET ADDRESS: 850 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 Lue MAILING ADDRESS:HARRELL CONSTRUCTION 19 rinS 1 nAM ROAD #8 , JAX . FL 32257 48 CITY, STATE & ZIP CODE: HOME & BUSINESS PHONE: 268 -551 8 HARRELL CONSTRUCTION /246 -7398 JOHN ( JOB SITE ) TYPE OF STRUCTURE: COMMERCIAL THIS CONTRACT EXCLUDES ALL WOODEN PATIOS, WOODEN STEPS, WOODEN FENCES, WOODEN WALKWAYS, WOODEN DECKS, WOODEN ADORNMENTS AND WOODEN STRUCTURES ON SAID PROPERTY OUTSIDE FOUNDATION PERIMETER OF SAID STRUCTURE COVERED UNDER "TYPE" OF STRUCTURE TYPE OF ORGANISM: EASTERN SUBTERRANEAN TERMITE PURPOSE OF TREATMENT: ❑ EXISTING INFESTATION )(PREVENTATIVE ❑ PRESUMPTIVE INFESTATION ORIGINAL PERIOD: JUNE 21 , 1996 COST OF INITIAL TREATMENT: $ 506.00 Upon expiration of the ORIGINAL PERIOD, it is agreed that the Os . , - r -Agent having ordered this service shall be entitled to an annual maintenance service policy each year due within 10 DAYS after each anniversary date of this agreement COST OF RENEWAL: $225 . 00 due in JUNE of each year of the renewal period. The annual renewal fee shall be the amount designated above, unless Certified PestControl, Inc., exercises its right to increase the annual renewal payment as of the second or any later renewal date by giving advance written notice. At the end of three years from original date of treatment an additional application of the chemical shall be applied to insure continued protection against subterranean termites by Certified Pest Control, Inc. An additional charge shall be made for this additional treatment. Certified Pest Control, Inc. agrees to use all possible care in applying the treatment in order to avoid damage to shrubs and vegetation, but under no circumstances or conditions will Certified Pest Control, Inc., be responsible for damage to shrubs or vegetation involved in this job, or for stains or discolorations to any part of the structure, except those caused by act of gross negligence on the part of Certified Pest Control, Inc. It is further agreed and understood that in the event of default by the Owner in the payment of the control price, or any part thereof under this contract, Certified Pest Control, Inc., shall be released from any further re- servicing as herein provided. Such failure to make payments nullifies all provisions under this contract. Should there be found any visible active infestation of above designated organism, Certified Pest Control, Inc., will retreat the infested areas caused by re- infestation at no additional charge to the owner. While the contract is in force, Certified Pest Control, Inc. agrees to inspect annually or as often as it may be requested. NO SUBSEQUENT RE PAIRS OF ANY KIND ARE ALLOWED FOR OR PROVIDED FOR FOLLOWING THE INITIAL, OR ORIGINAL WORK TO DESCRIBED STRUCTURE(S), IN THIS AGREEMENT AND ANY STRUCTURE(S) NOT TREATED FOR THE SPECIFIED PEST AS DESCRIBED ABOVE IN THIS AGREEMENT IS IN NO WAY COVERED IN THIS AGREEMENT. The owner warrants full cooperation with Certified Pest Control, Inc. during the life of this agreement and agrees to maintain the treated structure(s) free from any factor, or condition, contributing to reinfestation by the above designated organism, such as moisture from drains or faulty plumbing, seepage or moisture in floor or walls of shower, leaking roof, debris, lumber or wood, in direct contact with ground (such as privacy patios, wooden steps, wooden fences, wooden walkways, wooden decks, etc.). This contract also excludes stucco and coquina applied in a manner condusive to infestation. If the Owner -Agent fails to-comply said agreement will be terminated. Certified Pest Control, Inc. will not be responsible for retreatment caused by any of the above listed situations. THE FORMOSAN SUBTERRANEAN TERMITE (COPTOTERMES FORMOSANUS) IS SPECIFICALLY EXCLUDED FROM THE PROVISIONS OF THIS CONTRACT. The owner agrees to pay all expenses to make all non - accessible areas accessible for treatment and/or inspection as deemed b company or contract will be terminated. The owner also agrees to pay for any additional soil treatment that may be deemed necessary to pre with this stipulation will result in termination of this agreement and release Certified Pest Control, Inc. from the to ¢f 15th t V,i `' 1 !Tv No building or structure other than those herein specified shall be included in and under this agreement. "° c� $ Qn - 41L 0 l Only such agreements as are clearly set forth herein shall be binding upon the parties hereto. `, v' I�J6 Transfer of ownership of this property shall not in any way affect the provisions of this contract. Building and Loin It is understood and agreed that Certified Pest Control, Inc. shall not be held responsible for any loss, damage or delays occasione& war, fire, earthquake, floods or other causes beyond his control. C Executed this the o2/ s ' da of , y 1 9 a �i Florida. Signed and Accepted: c� By:a—Q--'V\ (Owner-A . (Certified Operator) r a . Elms & Associates kic. J U L 1 PROJECT N0: :6:2608 - �, REPORT N0: 5109 STEPP AVENUE LAB NO: 2 - 799 JACKSONVILLE, FL 32216 -6053 (904)733 -0960 OFFICE DATE: 07/23/96 (904)448 -5534 FAX NUMBER REPORT OF: COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS DATE MOLDED: 06/24/96 DATE RECEIVED: 06/26/96 PROJECT: Public Safety Building Addition, Job #9607 - Atlantic Beach CONTRACTOR: Harrell Construction Company REPORTED TO: Harrell Construction Company 3948 Sunbeam Road, Suite #8 Jacksonville, FL 32257 SPEC. REQ. 3000 P.S.I. @ 28 DAYS LOCATION OF POUR: Dormitory Slab On Grade WEATHER: Clear, Warm TEMPERATURES: AIR: 81 °F CONCRETE: 89 °F CONCRETE SUPPLIER: Tarmac TRUCK NO: 018 TICKET NO: 6102278 SIZE OF LOAD /ON PROJECT: 10 of 10 TIME CONCRETE SAMPLED: 8:45 BATCHED: 7:50 SPECIMENS MOLDED BY: B. Bowerman ENTRAINED AIR: SLUMP: 4.50 " SPECIMENS MOLDED IN ACCORDANCE TO ASTM C -31 YES SPECIMENS TESTED IN ACCORDANCE TO ASTM C -39 YES Concrete Mix # 83060N SPECIMEN TYPE DIAMETER AREA DATE AGE TOTAL LOAD UNIT LOAD REPORT TEST MARKING FRACTURE INCHES (1) SQ.IN. (2) TESTED DAYS POUNDS PSI NUMBER BY 07/01/96 7 60,200 2130 4 LG 07/22/96 28 85,300 3020 4A BB 07/22/96 HOLD Unless Otherwise Noted (1) 6.00 (2) 28.27 Respectfully submitted, ELLIS & ASSOCIATES, INC. \l I l I W )(1, x x x / / \ / \ / \ / John Ellis, II, P E. Cone Cone /Split Cone /Shear Shear Columnar 7 1 ' 1 ' (a) (b) (c) (d) (e) DISTRIBUTION: JEE /sb 2cc:Client P3 ,: ! r; 2 R )9 budding and Zoning PROJEC NO 962 -2608 EIIis&Associates. . a , * REP N : 5109 STEPP AVENUE JACKSONVILLE, FL 32216 -6053 LAB NO: 2 - 799 (904)733 -0960 OFFICE DATE: 07/01/96 (904)448 - 5534 FAX NUMBER REPORT OF: COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS DATE MOLDED: 06/24/96 DATE RECEIVED: 06/26/96 PROJECT: Public Safety Building Addition, Job 19607 - Atlantic Beach CONTRACTOR: Harrell Construction Company REPORTED TO: Harrell Construction Company 3948 Sunbeam Road, Suite 18 Jacksonville, FL 32257 SPEC. REQ. 3000 P.S.I. @ 28 DAYS LOCATION OF POUR: Dormitory Slab On Grade WEATHER: Clear, Warm TEMPERATURES: AIR: 81 °F CONCRETE: 89 °F CONCRETE SUPPLIER: Tarmac TRUCK NO: 018 TICKET NO: 6102278 SIZE OF LOAD /ON PROJECT: 10 of 10 TIME CONCRETE SAMPLED: 8:45 BATCHED: 7:50 SPECIMENS MOLDED BY: B. Bowerman ENTRAINED AIR: SLUMP: 4.50 " SPECIMENS MOLDED IN ACCORDANCE TO ASTM C -31 YES SPECIMENS TESTED IN ACCORDANCE TO ASTM C -39 YES Concrete Mix 1 83060N SPECIMEN TYPE DIAMETER AREA DATE AGE TOTAL LOAD UNIT LOAD REPORT TEST MARKING FRACTURE INCHES (1) SQ.IN. (2) TESTED DAYS POUNDS PSI NUMBER BY 07/01/96 7 60,200 2130 4 LG 07/22/96 28 07/22/96 HOLD Unless Otherwise Noted (1) 6.00 (2) 28.27 Respectfully submitted, sim LIS & ASSOCIATES, INC. x x x / / \ /1 /1 /1 / v — John E Ellis, II, P.E. Cone Cone /Split Cone /Shear Shear Columnar (a) (b) (c) (d) (e) li 2 1 94 DISTRIBUTION: JEE /sb 2cc:Client ) ITT 1V i His 2 3 1996 ujfng Zoning pglEaT)g JUL 2 9 1996 APPLICATION AND CERTIFICATE FOR PAYMENT A1A DOCUMENT 6702 t?`.ii!djn g and Zoningpi 1 OF 2 PAGE TO : CITY OF ATLANTIC BEACH PROJECT: NEW ADDITION , Application No: FOUR 800 SEMINOLE ROAD PUBLIC SAFETY BUILDIN6 : ATLANTIC BEACH, FL. 32233 ATLANTIC BEACH, FLORIDA Period To: FROM: HARRELL CONSTRUCTION CO., INC. Architect's Project Na:N /A : 3948 SUNBEAM ROAD SUITE 8 : JACKSONVILLE, FLORIDA 32257 Contract Date: 4/4/96 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for Payment, as shown below, in conconnection with the Contract. Continuatiion Sheet, A1A Document 67 6703, is attached. (CHANGE ORDER SUMMARY I 1. ORIGINAL CO34TRACT SUM 1 I $190,219.' (Change Orders I ADDITIONS l DEDUCTIQNS I 2. Net change by Change Orders $7 •00 3. CONTRACT SIJM TO DATE lapproved in previous 1 ( 1 3197,887.00 (Months by Owner 4. TOTAL COMPLETED & STORED TO DATE 1 TOTAL ( 0.80 (108,546. (Column 6 on 6703) 1 1 1 1 5. RETAINAGE (Approved this Month 1 1 I a. 10% OF COMPLETED WORN 30.00 1 1 I I (Column D+E on 6703) !Number Date Approvedl 1 1 b. 10% of Stored Material 1 1 1 1 f0. 1 (Column F on 6703) I Total Retainage (Line 5a +5b or I 1 I I I Total in Column I of 6703) 1 I ( I 1 f0. N 6. TOTAL EARNED LESS RETAIL $108,546.00 I I 1 1 ) (LINE 4 less Line 5 Total) 0.00 I 1 I 1 1 7. LESS PREVIOUS CERTIFICATES FOR I 1 i 1 1 PAYMENT (Line 6 from prior Certificate). .... 374,623.00 1 TOTALS( 0.00 1 0.00 1 8. CURRENT PAYMENT DUE I 1 $33,923.00 1 1 9. BALANCE TO FINISH, PLUS RETAINAGE $89,261.00 1 Net change by Change Orders 0.00 1 (Line 3 less Line 6) I The undersigned Contractor certifies that to the State of: Florida County of: Duval best of the Contractor's knowledge, information and belief the Work covered by this Application has been completed in accordance with the Contract Vl D p R Ascribed and sworn to before me Documents, that all amounts have been paid by the >kp S Aa.this Z e" 2'' da Contractor fo Work for which previous Certifi- P G © day of ; 1946. •s cate for Pay were issued and Payments re- ceiv . fro tie Owner, and that current payment ,v` 3 d 19� Notary Public: k! 2/7 U r L' sh.�� r s now due 4.1 0 ' ' RELL CONSTRICTION CO., INC. __ NOTARY PUBLIC, . Y KE TA CFFLORIDA CraMM SIBil O CC .7439-13 i q Date 6/25/96. My Coesission expires: r a n r Plrfn e ,,, 11 I'l ? '.' i. -•TE FOR .; 2 ' . AMOI.A�IT CERTIFIED.�?j� ��. e;17 -L-/ti� "' 7/2- 5 / (Attach explanation if amount certified differs In accordance with the Contrac• locuments, based from the amount applied for.) on on -site observations and da a co prising the above application, the Architect rtifies to the ARCHITECT: (CONTINUATION SHEET A1A DOCUMENT 6703 PAGE 2 OF 3 PAGES 1 APPLICATION NO :FOUR IHARRELL CONSTRUCTION CO., INC PROJECT: NEW ADDITION 13948 SUNBEAM ROAD SUITE 8 PUBLIC SAFTEY BLDG. APPLICATION DATE :7/25/96 (JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH I LOCATION: PERIOD TO :7/25/96 ARCHITECT'S PROJ.NO :N /A I A I B I C I D 1 E 1 F " -- 1 G _ -_ l H -- -- j ----- (ITEM DESCRIPTION OF WORK 1 SCFEDLLED i WORK COM1 MATERIALS I X 1 BALANCE 1 RETAINA6E 1 I NO. 1 VALUE 1 -- -- -- - - -1 PRESENTLY 1 1(G/C)1 TO FINISH 1 I I 1 I (FROM PREVIOUS i 1 STORED * { 1 (6-C) 1 1 I 1 1 1 APPLICATION 1 THIS PERIOD 1 (NOT IN 1 1 1 1 1 I 1 1 1 (D+E) 1 1 D OR E) 1 (D+E+F) { 1 1 I I - - -1 ---- -- i - -- I I -- - Il' I6ENERAL CONDITIONS 1 1 ! 1 1 1 1 1 I 10.00 1 10.00 1 $0.80 1 80.00 1 80.00 1 0 1 10.00 1 f8.00 ' I 11,003..% i 8251.00 1 8251.00 1 80. 1 8502.08 1 50 1 $501.80 1 80. 00 1 I 812,574.00 1 $3,521.%% 1 84,193.80 ! 80.00 ! $7,714.00 1 60 1 14,860.00 1 f8.00 1 1 $531.00 1 $531.00 1 f0.00 1 80.'x, 1 $531.00 1 100 1 10.00 1 f8.00 1 81,853. s 1 8556.00 1 1556. 1 80.00 1 81,112.80 1 60 1 8741.08 1 80.00 1 I 818,620.00 1 818,628.88 1 $0.00 1 10.08 1 818,620.00 1 100 1 10.00 1 1100 1 ! 82, 006.00 1 8481.00 1 $481.00 1 80.00 1 8802.08 1 40 1 11, 284.00 1 18.80 1 1200 (SITE WORK 1 1 1 1 1 1 1 1 I Ix 1 1328.00 1 8328.''. i 18.08 1 10. 00 1 8328.00 1 100 1 10.00 1 f0.00 1 I 8306.00 1 $386.' 1 $8.00 1 10.00 1 8306.00 1 I08 1 10.00 1 f8.88 „ e 1 82,039.' 1 82,839.%% 1 80.00 1 80.00 1 $2,039. 1 100 1 f8.00 1 $8.00 { 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1300 1CONCRETE WORK 1 1 1 1 1 1 1 1 1 i $8,798.00 1 18,798.00 1 80.00 1 $0.00 1 88,798.00 1 100 1 f0.00 { $0.00 1 1382 (Patch bath floor exist 1 8306.00 1 80.% 1 80.08 1 80. 1 80. %' 1 0 1 8386.00 1 - 10.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1400 !MASONRY 1 1 1 I 1 1 1 I 8851.00 1 f0.00 1 80.00 I 10. 1 88.00 1 0 1 1851.00 i f0.00 1 I 1 I 1 1 1 1 1 1 1 1 1 6% % I CARPENTRY 1 1 1 1 1 I 1 1 I $38,458.00 I 828,844.08 1 $9,614.00 1 80.00 1 838,458.00 1 100 1 18.00 1 80.00 { 1602IMi1lwork i $5,369.00 1 80.08 I 80. 1 80.00 1 80.00 1 0 1 $5,369.00 1 18.00 I 1603IDeao Walls Existing 1 $1,258. 1 80.00 I 80.00 1 $0.00 1 80. %% 1 0 1 11,258.00 1 10.00 1 1 6041New Walls Existing 1 83,419.%% 1 80. %% 1 80.00 1 10.00 1 80.00 1 0 1 $3,419.00 I 80.00 1 1 1 I 1 1 I 1 1 I 1 J 1 I 1 I I 1 1 1 1 1 1 I I TOTALS I 197,719. ' I $64,195.00 1 $15,015. 1 $0.00 1 $79,210.00 1 1 818,509.00 1 10.08 I 1 1 1 1 1 1 1 1 1 I I AIA DOCUMENT 6703 . APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . A1A . COPYRIGHT 1983 6703 -1983 THE AMERICA INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 • !CONTINUATION SLEET MA DOUJI€NT 6703 1 PAGE 3 OF 3 PAGES 1 l31RRELL CONSTRUCTION CO., INC. PROJECT: NEW ADDITION APPLICATION :FOUR 13948 SUNBEAM ROAD SUITE 8 PUBLIC SAFETY BLDG. APPLICATION DATE :7/25/96 !JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH 1 LOCATION: RERIOD TO :7125146 ARCHITECT'S RRDJ.ND:N /A IA I B I C 1 D 1 E I F ! - -- 6 - 1 I H 1 I IITEMt DESCRIPTION OF WORK I SCHEDULED I WORK COM 11 MATERIALS 1% 1 BALANCE ! RETAINA6E N0.1 1 VALUE 1 -i PRESENTLY (6/C)1 TD FINISH FROM PREVIOUS I 1 STORED 1 1 (6-C) APPLICATION I THIS PERIOD 1 (NOT IN D OR E) 1 1 I 1 I I (D+E) I I I 1--- -i -- I I I 1 - - - I 1--- -- - - -- I -- 1 I f ( TOTALS FROM PREY. PAGE I $97,719.'.' 1 864,195.00 1 115,015..' 1 $0..: 1 179,210.00 1 0 1 $18,509.00 1 10.', r t 1 1 I I 1 1 1 1 1 1 1 I 1 I I I I 1 1 1 1 1 I 1 I 1 I I 1 I 1 I I I 1 1 1 1 ! ! 1 I 1700 (MOISTURE PROTECTION 1 I 1 1 1 1 1 I 1 rasmismiamemp 1 82,941. 1 88.00 1 12,941.00 1 80.00 I 12, 941.00 1 100 1 10.00 1 10.'' *782 [Insulation Walls 1 1454.08 1 10.08 1 10.00 1 10.08 1 10.00 1 8 1 1454. I 10. 1 1783 (Salley Port Roof 1 14,295. 1 10.80 1 10.'.' I $0.00 1 18.00 1 0 1 84, 1 18.08 I 1784 (Gutters 1 1454.08 1 10.00 1 $8.00 1 10.00 1 $0.00 I 0 I 1454. 1 10. t I 1 1 1 1 1 1 1 1 8081DOORS & WINDOWS 1 1 I 1 1 i i I I i I 1 18,428. I 88.00 1 11,686.00 1 18. 1 11,686.80 1 20 1 16,742.00 1 10.00 I 4 1 $1, 798.08 1 10.00 1 11, 790. 1 10. ass 1 11, 790.00 1 100 I 38.00 1 10.00 1 I 1 I 1 1 1 1 1 I }908 (FINISHES 1 1 I 1 1 t I 1981 (Drywall 1 84,592.00 1 18. ! 10.00 1 10.08 1 18.08 1 0 I $4,592.08 I 10. 1 1902 Acoustical Ceiling 1 14,472.00 1 18.08 1 10.' 10.80 1 10.00 1 0 1 14,472.00 1 18.80 1 1983 (Painting 1 83,835.00 I 10.08 1 10.00 1 $0.08 1 10.00 1 0 1 13,835.00 1 $0.'. 1904 !Floor Covering 1 $4,727.', 1 80.08 1 $8.•'. 1 10.08 1 80.00 1 0 1 14,727.00 1 10.:' 1 1985 ICeraric 1 110,897.00 1 10.00 1 18.00 1 10.00 I 10.08 1 0 1 110,097.08 1 10.00 1 118 (SPECIALITIES 1 1 1 1 1 I 1 1 1111Toilet Accessories I 14,029.08 1 80.. 1 10.00 1 80.00 I 10.00 1 0 1 14,029.08 1 88.08 1 1 112IKitchen Appliances 1 11,674.00 1 10.80 1 10.00 1 10.00 1 30.00 1 0 1 $1,674.88 1 10. 1 1 1131Lockers 1 85,587.00 1 18.08 I 18.08 1 10.00 1 18.'., 1 0 1 85,587.00 1 10.00 1 I 111,781.00 t 14,680. ; I $3,600. s: 1 10.00 1 $8,280.08 1 70 1 13,421.00 1 10.00 1 I 1 89,344. 1 10.00 1 82,803.00 1 $0. 1 12,803. 1 30 1 16,541. I 80.00 1 1 1 . ' 1 114,168. 1 80.00 1 14,248.'.' I 18.00 1 14,248.08 1 30 1 19,912. 1 10.00 1 1 $5,748.00 1 15,748.08 1 10.00 1 10.00 I $5,748. 1 108 1 88. 1 88.00 1 t 11,848. 1 10.00 1 $1,840. 1 30.00 1 11,840.00 1 100 1 10.00 1 f8.00 1 1 1 TOTALS 1197, 807.00 1 $74,623. 081 833,923.80 I 0.00 1 1108 546.801 55 I AMA DOCUMENT 6783 . APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . A1A . COPYRIGHT 1983 889,261.08 I { THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 PEW YORK AVENUE, N.W., WASHINGTON, D. C. 20006 6783 -1983 . 1287 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH —.»- PERMIT' INFO 4,MATION - - _ _ -- - LOCATION INFORMATION, - - __ .._- '. Pezm.t Number: 12287 Addrees: 850 SEMINOLE ROAD P Type :RE- R,00`` ATLANTIC BEACH, ?LORI DA 32233 Cl of W M of $40 _.� .. __ - LEGAL, DESCRIPTION _-..- Con tr. Type :WOAD FAME Block: Lot: TwP: 0 Proposed Use :GOVERNMEN ` BLDG • Section: 0 Subd Rnq: 0 Dwellings: 0 Subdivision. i E0,t. Value: 0.00 Lmprov.' Cost :, 1,500.00 Y Total Fe 0.00 Arc+unt r O.0 ? ..,.,. �� r_ " ��. . ,, ''''''' '. ''.! . ::1''''' ' . 1 I ON ' et N �xm -� ° � � �� I., � � BEACH I�` 0 00 A ddr : 8 i� OAD FLOR / DA ;ilit -, e ;I „,,,,,,;e, ---,.,..f., i>ee,te,f,„ .... - ...,- ti, ,ot. '. . ,;•,- ' '' '''''. f 4.°2" l e es,e4 ,. ,,, Nat' lame ` AV * DA �, <.O? I OP 3 ACKSON� % ,. FL 32205 ( '''i N y R , g�„��1M�r � � ,: � _� m a.. � �4Fa:v ; =s'^'E «.,, tt e ri�wusaar;,.e yaum,n,w. A aa'¢wsatra.,r NOTES 1 NICE, �- ALL. CONCRETE FO RMS AND FOOTINGS MIST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBB AND Di BRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND) MUST BE CLEARED UP AND HAULED AWAY BY EITHER C ONTRACTOR OR OWNER 'FAILURE TO C MP .Y WITH THE MECHANIC'S LIEN LAW .CAN RESULT IN • THE PR PE TV E PAVING TWICE FOR THE BUILDING IMPROVEMENTS" IS�D ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT' AND SUBJECT TO REVOCATION-FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC :.:E , BUILDING. s ..1,020r .�aa` , f _ .+ ' By: ,. CITY OF ALANTIC BEACH ROOFING PERMIT APPLICATION Owner(s): tom /z`"y oF" // e • / 2/24 j 4t-i/�A,/ Address: Phone: Lot # , / Block or Unit # Subdivision: Contractor: / vo,uOfro /fir =liuFj Address: /7 9 67z ---,&}c City, State and Zip Zi r - .. 4 I L Phone 3sa -1777 State License # CC L Oa Describe work to be performed: ''L' 40,0r7 ' , &J Valuation of Proposed Construction: j= /,5' Materials to be used: JfM/3£i(i./ry 2( 1 - rureo- 1 (-7 1 /ems hec Signature of Owner; Signature of Contractor: /7/4 Liability Insurance Supplied Workers Compensation Insurance Supplied License Information Oglig/I) 2, ` '\99 ding and 7s011% �`. CITY OF ' r */'4.wc 'each - 9da � • 800 SF THOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 ,1 y FAX (964) 247-3805 MEMORANDUM July 2, 1996 TO: David Thompson, Public Safety Director FROM: Don C. Ford, Building Official RE: Maintenance Inspection of 850 Seminole Road Enclosed is a copy of the maintenance checklist for 850 Seminole Road. The following is a list of priority items and estimated cost for the 1996 -97 budget year: 1. Paint interior of building $ 6,500.00 2. Paint/stain exterior of building 12,000.00 3. Repair /patch leak at plumbing vent pipe over David Thompson's office 350.00 4. HVAC units need regular maintenance programs - Suggest quarterly maintenance check by qualified HVAC contractor approximately $45.00 per unit per trip 540.00 5. Carpet entire building in the commercial grade, high quality, long life carpet. Allow $17.00 per sq. yd. To remove existing and install new. Approximately 146 sq. yds. (Police side only, existing carpeted areas) 2,482.00 NOTE: The restrooms, kitchen, and dispatch aras are in need of attention and will be remodeled under the current contract with Harrell Construction Company which is under way. DCF /pah cc: City Manager „-- CI IY OF Al IN I IC BEACH BUILDING MAINTENANCE ) DEPARTMENT r DEPARTMENT HEAD z 3,1 BUILDING (7.) r " ”: / 43 Gi I /AI 6 ' ADDRESS DATE OF INSPECTION i c; 6 • TYPE OF STRUCTURE E DATE CONSTRUCTED / • BUILDING • • • Fair 'oor 1, WALLS I ST LEVEL. TYPE: 2ND LEVEL TYPE: 3RD LEVEL TYPE: 2. OVERHANG SOFFIT & FACIA 3. GABLES 4. WINDOWS & SILLS 5. EXTERIOR DOORS 6. SCREENING (DOORS & WINDOWS] 7. COLUMNS & TRIM 8. IRON WORKS 9. PORCHES 1 0. STEPS/STAIRS 111 I 1. PAINTING & CAULKING: I 2. GARAGE' I 3. CARPORT: I 4. OTHER: GROUNDS I 5. TREES, PLANTS & LAWN I 6. DRAINAGE & GRADING 1 7. DRIVEWAY I 8. PATIO & WALKWAY l9 FENCING 20. RETAINING WALLS 2 I . DOCK 22, BULKHEAD OR SEAWALL 23. OUTBUILDINGS 0141 24. SPRINKLER SYSTEM 25. DECK 26. OTHER COMMENTS: ITEM #AN (0 0 4' 7 2 04 ! #qt er '1 / 4*) / 1 1, 6:41Air. - f ( f 0 :DblE)1 4104 CZ) no.Cii 62_ e 0 L:f'f ? 03=1 - U RAL /'- /p GOOD FAIR POOR TYPE OF BUILDING AND CONSTRUCTIONS 1 / Co K, ! (J.) 00;5, S t 0 , r" 27. FOUNDATION WALL J 28. PIERS .— —.� __ -- - -- '"r''r ' 29. BEAMS E. GRIDERS . V / r , 30. FLOOR JOISTS_ fir'" 31. SILLS ' 32. Sll ®FLOORING i r 33. EXTERIOR WALLS 11 34. INTERIOR WALLS__ No , 35. HEADERS [OVER OPENINGS] ryr/ 36. CONCRETE FLOOR SLABS 37. ROOF FRAMING [CONVENTIONAL] 38, TRUSSES . 39. ROOF DECKING %.,-,,,* , 40. STAIR FRAMING 4 I . ATTIC: ACCESS Y 42. OTHER t IF CRAWL SPACE OR BASEMENT: .. 43. ACCESSIBILITY 1/ 44. VENTILATION Y 45. DRY 46. SUMP PUMP ROOFING ROOF LOCATION TYPE MATERIAL 47. r . N "7 02 f_ p A c -f • t+ re-14 c t 1 et -- eeet -re' G 44 Si V 46. _ 49. FLASHING ALUMINUM COPPER ) y 50. GUTTERS & DOWNSPOUTS /LASTIC ) V' 5 1 . SKYLIGHTS #( ) - , 1./ ,3 52. ATTIC VENTILATION \f _ 53. CHIMNEY[S): A V COMMENTS ITEM # S G V (T re S /t ! , a - z D cJ n. f S f 0 c! % - N (d E O' ft'`r/�i¢ (/2 . /AJ 5 . ✓7 L0c 47 O,-'3 52- e J , O M e rA) 6 vt /or f / f P E : p I/E / t rr u P T - : 714 b ei Ps o Ai l 0 Fr t e r IL L,..►IA V(Jc A.T FeAs(1"- 6 1 i ELECTRICAL Go7 FAIR POOR_ 54. SERVICE TO BUILDING UNDERGROUND /1 55, MAIN PANEL Box: RATING AMPS 56. OVERLOAD PROTECTION (CIRCUIT BREAKERS v /1 FUSES ) —7r-- 57. BUILDING WIRING ALUMINUM KNOB{ & TUBES 1 _ 58. EXTERIOR WIRING 59. RECEPTACLES Ne •." . 60, GROUND FAULT INTERRUPTER—(AT PANEL AT RECEPTACLE 6 1 . SWITCHES tr 62. INTERIOR FIXTURES V; 63. EXTERIOR FIXTURES V, 64. POWER ATTIC FANS #1 ) W 65. SMOKE ALARM 66. INTERCOM SYSTEM 67. DOORBELL 68. ATTIC FAN , la . 69. DISCONNECT 70 EQUIPMENT PL.) 70. OTHER PLUMBING 71. WATER SUPPLY ( MUNICIPAL PRIVATE ) / V 72. SUPPLY LINES (COPPER_ • GALVANIZED Mp-AL 1 CP VC Vi- 73. WASTER LINES (CAST IRON PLASTIC V OTHER 3 4,. 74. WATER PRESSURE/FLOW CPS1 MEASURED AT ) ‘f 75. WELL & PUMP f H.P. PUMP MOTOR] SERVING: r..1 76. WELL & PUMP f H.P. PUMP MOT9RI SERVING: __.. 77. HOT WATER HEATER # I (ELECTRIC ../ GAS OTHER ( G. CAPACITYRWATER TEMP. ' DeO.F, AT 78, HOT WATER HEATER #2 tELecrRoc GAS DEG, F, AT ) /V 79. WATER SOFTENER 80. SpA/Hor Tus 81. Hose Bless 82. AERATOR 11 83. OTHER 84. OTHER COMMENTS: ITEM # HEATING AND AIR CONDmONING GooD Fay/ ° OOR 85. HEATER # I [CAP. TTYPE: • ! r °i A po F, r , 1 1 'J? 4 (1'J -- /�. H v Y � 1 MAKE S. MODEL #��fV /).it7�(OAkb^i� �'C.C'�L1I"t ( c lr m' / 86. HEATER #2 (CAP.' PE: / � .V/ MAKE & MODEL #0,0E Oq'Q(: LOCATION ,F. a - - - Upµ( , 87. HEATER #2 (CAP. .M� T(YPE: a a. M £ , 2.._ - MAKE & MODEL #t3tO gyp 1et • C.ATION 88. FLUE PIPE(sl 89. FUEL STORAGE - (ABOVE GRUND BELOW GROUND ABANDONED ] 90. OIL FILTER(5) 9 I CENTRAL A/C # i (CAP. ]TYPE: S r ¢ L +1 * 1) C- MAKE & MODEL # LOCATION: 92. CENTRAL A/C #2 (CAP. 1 TYPE: S., d 4 1...1 'Ci 4 MAKE & MODEL# ]LOCATION: 93. PRIMARY CONDENSATE DRAINS) 94. SECONDARY CONDENSATE DRAIN(S) 95. CONTROL SYSTEM(Sl �. 1 / 96. DUCTWORK & INSULATION - (METAL DUCTBOAR FLEX OTHER ] lr 97. AIR FLOW — ^ -_- -- 98. REGISTERS 99. RETURNS V/ , 100. AIR FILTERS) ✓ ✓ I 0 I . HUMIDIFIER(s] _ I 02. WINDOW A/C # I LOCATION MAKE 103. WINDOW NC #2 LOCATION MAKE Af 104. WINDOW A/C #3 LOCATION MAKE 105. WINDOW A/C #4 LOCATION MAKE / f,. 106. DRYER VENTING 107, INSULATION - WALLS t. ,7' FLOORS ATTIC - -- -• -- -- �" COMMENTS: 5/ ITEM # 9 3 GDU/ re 6 ff (x /C. 77 67z_ ) re, e Qe)(/ F Ai — eA.l /T" 't.).' ! ` ii /A _) _;t IiF/''/i c P 0 S -- :7_A/s7 61F 7-z. 7 _._. to /2 /2, a_:% 4, ,-- ( 7 r / d e K [. / (.. ,! A' f' S O (� S. IV C) r -. C .', J /_ - .. - ._. 1 ,1 9 "' - ill r 0 . c ,� / ( �' s T O £? f__ e, 4- v ,v c,- 0 D , a , C 0 -1 S /..),' r:.. /3--C: k A t ("? <, .: / ('I ( %' - (,I i 1 . `f KITCHEN ANL) APPLIANCES 00ooD FAiR - Poo 108. SINK AND FAUCETS 109. DRAIN TRAP 10. DISPOSAL I I . COUNTERTOP � ✓ 1 2. CABINETS 13. RANGE +' 1 GRILL OR GRIDDLE Y 5. RANGE HOOD /EXHAUST FAN 17. OVEN 17. MICR ICROWAVE IBUILT-INJ - I 18. DISHWASHER 1 REFRIGERATOR — Y 20. FREEZER -- 1 2 I . COMPACTOR 1 22. ICEMAKER (DETACHED] V 1 23. OTHER INTERIOR ROOMS 24. WALLS -- —� — V :„ y 25. FLOORS — - ✓ 26. CEILINGS 27. PAINTING 1 28. WI NDOWS 29. DOORS 130. HARDWARE AND WEATHERSTRIPPING 1 1 . FIREPLACE # I /kJ #3 1 32. TRIM AND MOLDING 133. OTHER COMMENTS n �} /^I ! ITEM # � ( 1 . . . A (o 5 Pi .S ;( fig / L , u i r r ; 0 X) A` �'. 7 - ) S 7"D ✓ ._ /3 ev /r 'Z I ) /{ o L t .a I .) c ) 1 4 L C S , . F ) f f i,^ ) € C �. 5 - e ( F t 5 c.)1. r° C. r,. 1: i L., ^)a U s y '" .1/ e rte; Y „ ) / 1 / / p , 2 - s , , ' g r r / , J`- ,.. 0 7z r'S S /" ! S S r ,) r, 'I f_I TMx F U, r' /t C - ©e.) /2. BATHROOMS #1 #2 #3 #4 LOCATION RATING 134. Tue 135. SHOWER 136. TOILET tr; I 37. LAVATORY 138, VANITY & TOP I 39, FAUCETS, DRAINS & TRIM 140. CERAMIC TILE 141. MEDICINE CABINET I 42. VENTING 143. Tue OR SHOWER DOORS 144. OTHER 145. OTHER eti CITY OF 4 i ee4e4 - 96 800 SEMINOLE It( AD _ ATL ANTIC BEACH, FLORIDA 32233-544:) TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 SIINCOM 852 -5800 MEMORANDUM' July 17, 1996 To: Chief John Ruley From: Don C. Ford, Building Official Off Re: Design Criteria of Overhead Doors The overhead doors in the fire bays at 850 Seminole Road are apparently designed to withstand an 88 m.p.h. sustained wind. This information was given to me by telephone from Rick Ward at the Overhead Door Company in Jacksonville. The original specification for this door required the door to be designed to "withstand a wind loading pressure .... in accordance with the latest edition of the Standard Building Code." The code at the time of construction required all structures to meet or exceed a 100 m.p.h. design. DCF /pah Enclosures 2 �— %� 0 �t ()/L( Z c S A (- x 7( / I 'O � �7 L �.i (0 �IJ c c J iti r A ' / / 74 V ' c, (( � J r ( � � / 1 3. Wind Loading - Design and reinforce rolling doors and their anchorage to structure, to withstand a wind loading pressure and a maximum deflection in accordance with the latest edition of the Standard Building Code as amended by the local building code. '.034 SUBMITTALS: A. Manufacturer's Data, Overhead Service Doors: Submit manufacturerls product data, roughin-In and installation instructions. g l ude o i e rat n instructions and maintenance information data pratig B. Shop Drawings, Overhead Service Doors: S u b m 1 t s h o p drawings for special components and installations x , which are not fully dimensioned or detailed on manufac- turer's data sheets. s; 4 4 GUARANTEE: A. Entire door installation shall be guaranteed for a period of one year from date of occupancy. Adjustments e r in door operation replacement or correction of defective * workmanship or faulty material shall be made at sole expense of this Subcontractor during guarantee 4 period. "• PRODUCTS ,„ r' "'OR CURTAIN MATERIALS AND CONSTRUCTION: Sectional Steel Overhead Doors: ` 1. Sectional steel overhead doors shal I I be electric q operated as per plans, high - lift type. s hat I be nominal 1 -3/4" inches thick, stiles and rails shall be fabricated from 6063T6 aluminum wr al I oy extruded shapes, bronze anodized finish. ,1 s Sectional steel overhead doors shall be equal to Model 520 Series Commercial Heavy -Duty, Aluminum 'A Door with re 1 nf orc 1 n package g f 1 ns and energy sav 1 ng ti ,' , A I I e as manufactured by Overhead Door Corporation. panel s except bottom row shal I be broze tinted DS glass. Tint to match bronze tint '' � „ � 9laz in o f '' Bottom of al other exterior windows in facility. la row of panels shall be bronze tinted, , , urinated gl ass. d * CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Change Order to Replace Roof Shingles on North Slope of Public Safety Buiding SUBMITTED BY: Don C. Ford DATE: July 19, 1996 BACKGROUND: PUBLIC SAFETY BUILDING ADDITION Cannot match existing shingles due to manufacturer does not make them any longer. If we do not replace them we will have mismatched shingles. AMOUNT $1,840.00 RECOMMENDATION: Approval ATTACHMENTS: Changer Order dated July 19, 1996 from Harrell Construction Co. REVIEWED BY CITY MANAGER: AGENDA ITEM NO. JUL -19 -1996 15 54 HARRELL CONST CO 904 262 3414 P.01 /01 CHANGE Distribution to_ ORDER OWNER ❑ ARCHITECT ❑ AIA DOCUMENT C701 CONTRACTOR ❑ FIELD ❑ OTHER ❑ PROJECT: CHANGE ORDER NUMBER: Two (name, address) INITIATION DATE: 07 -19 -96 TO ARCHITECT'S PROJECT NO: City of Atlantic Beach 1 800 Seminole Road CONTRACT FOR:public Safety i',dditic Atlantic Beach, FL 32233 CONTRACT DATE: 04 -04 -96 You are directed to make the following changes in this Contract: Remove and replace roof shingles on $ 1,840.00 North slope of existing apparatus building. Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including; any adjustment in the Contract Sum or Contract Tim:. The original (Contract Sum) agl$Hi dikinillll II ) was S 190,219.00 Net change by previously authorized Change Orders $ 5,748.00 The (Contract Sum) ffillingsallaWmgfflawaprior to this Change Order was $ 195,967.00 The (Contract Sum) wauggestanmegesem will be (increased) l lMi>a by this Change Order $ 1,840.00 The new (Contract Sum) (Guaranteed-Maximum Cost) including this Change Order will be S 197,807.00 The Contract Time.will be (increased) (decreased) (unchanged) by ( ) Di The Date of Substantial Completion as of the date of this Change Order therefore is Authorized: ARCHITECT CONTRACTOR OWNER Address Address Address • • 13Y OY By DATE DATE DATE AIA DOCUMENT G701 • CHANGE ORDER • APRIL 1978 EDITION • AIA. O 1971s THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON. O.C. 2000 G701 1` TOTAL P.01 — - 1J 1...).)n, itp:L..., HH,\RLLL ( I-L.)1 , J J c_17—__ _2).414 h.ui ul I . , / • to . 11 1111 ' . . I . AJO l' III _ ... • I\ ' k . • ,„„....,„., , r • Z Ili ,','''' ' "Or P r :'1'.'l . r• . 1 1 0 44 1 i • I r I 1 ■ :;) ,I r:r' 1,■11 I"' . • at iN ■ '''',,,:, ,: i '-',, "V. 1110 6. .", ,' !" 1 ; ' ::,, ,,', , ,,,, ,:' ,,, NZ l d , i 111 (i'D ..,,., ,. I , 14 ' .! A ! III • :,,; ',1 i t 10.1 _ •)41 *44r‘ ' 1 0 ' I I , l , t , , ■ ' . i Ytt = ). . 9.41 I, ' CC t,t I ON t 0 i er J„ 1 1111111 0 5 < . ! IA I AI 11 I t. s si TOTAL P.01 T0•d 14101 11 11: ' '' NI , II A 1 vb t . • 8 Z f o II IP t 27 n = 1 11 j 11 I , 1 , 11; 111 1 1 1, 1,111.,1 1 1 1 1 - 1 11111 1 • z 111111'11111 111111 4 r 111 I 1 , 1 1 1 1 1 1 1 1,1 1 1. 1 1 1 1 1 �1�1 1 II 1 1 1 1 11 1 1 111 11 t 1 • • J 1 11111 11 it 111111 11111 1 11111 . 1 1 11111111, : , K , I IIIIII�111111 I '1!Ihhhll' r / 1 1 1 11 1 1 L Ii „1 !111,1111 $I ) • 11: .1 1 1 1 1,::11::1i I�I� •. l T 1 1 1 1�I i I .111 1111 hl 1 I III I 1 1 II Ill .,;:1:;1:' 1 1 1 1 1, 11111 .I_ 1111 11111111.11.1 111',1111111 11111 1.' '11111 __1 111111111'1 1 1 .. 11 11111 11111111 I 111111111 �� ' ` � � ' 1111 111111 11111111 1111111111 1 � ,1 1111111 111111 1111111111111111 111111111111 1111111 111111 11111 1111 1111111111111 1111111111111 1 111' 1 1 1 1;1 1 1 11i1a'1., FiSL 11111 1 1 0 t 1 1111111 , 1111 1 , 1 11 1 1 11, 1 , - 11 1 111111 z 111111 1 111 i I II'I'11111111 �Il,�l�lilil� 1 1 ' . 1111111., • 1 1,1,1,I . 1 111 . • .I►. F\ . • II' If !t iij , . A . . • , . T / . 1 10iT0'd tTb2 ?S? 1'06 00 ISN00 113J8dH S0:9T 9661- 6T -inr WARNING TO OWNER: UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY TIME YOU PAY YOUR CONTRACTOR. NOTICE TO OWNER and PRELIMINARY NOTICE TO OWNER, CONTRACTOR, SUBCONTRACTOR, and SURETY, if applicable (FLORIDA STATUTES 713.06 713.23 and 255.05) whichever is applicable to this job. 6/2:6/96 TO CITY OF ATLANTIC: BEACH AND DON C FORD BLDG I:IF: F'•) C: ): AL.. 80) SEMINOLE RD 800 SEMINOLE RD ATLANTIC BEACH FL_ 32233 ATLANTIC BEACH l',CH FL (CERTIFIED MAIL NO.) (CERTIFIED MAIL NO.) The undersigned does hereby inform you that he has furnished or is furnishing services or material as follows: LUMBER t4 OTHER RELATED Bill L_D (NG MATERIALS by the undersigned for the improvement of real property, located in DUVAL. County, Florida, and more particularly described as 1..0 r 44 x / 46 > 47 ! 48 /4 r;C;F; SEMINOLE RD F IRE DEPT under an order given by: HARRELL_ C : :ONST CO INC Florida Law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Sec. 713.06 Florida Statutes. In the event that the contract for improvements is bonded, pursuant to Section 713.23, Florida Statutes, Section 255.05, Florida Statutes, Title 40 U.S.C. Section 270, or any other form of bond, the undersigned intends to look to that bond for protection and payment. The undersigned requests a copy of the payment bond, and a copy of any direct contracts pertaining to the improvements for this project, and agrees to pay reasonable copy costs for such copy. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, chapter 713, Part 1, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Agriculture and Consumer Services, Division of Consumer Services. g hiOL._L+1ES LUMBER COMPANY LIENOR ,I i 8 1996 { 550 ROOSEVELT BLVD F'..t e0)< . :31301 D ...i• JACK0ONVILL..E+ , FL : “.44 g and Zoning (S /GNATURE &TITLE) Copies to: (a) (LENDER) (b) DON C FORD BLDG OFFICIAL (ATTORNEY) (c) ALAN JENSEN ESQUIRE (ATTORNEY) (d) (OTHER) WARNING TO OWNER: UNDER FLORIDA LAW YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY TIME YOU PAY YOUR CONTRACTOR. NOTICE TO OWNER and PRELIMINARY NOTICE TO OWNER, CONTRACTOR, SUBCONTRACTOR, and SURETY, if applicable (FLORIDA STATUTES 713.06 713.23 and 255.05) whichever is applicable to this job. r..: /26 TO C: I TY OF ATLANTIC: BEAC:H AND CITY OF ATLANTIC BEACH 800 SEM I NOLE RD 800 'SEM I NOL_k: RD ATLANTIC BEACH FL. 32233 A"CL AN C I(: 8EAC:H EL. 3 233 (CERTIFIED MAIL NO.) (CERTIFIED MAIL NO.) The undersigned does hereby inform you that he has furnished or is furnishing services or material as follows: LUMBER >1 OTHER RELATED BUILDING MATERIALS by the undersigned for the improvement of real property, located in DUVAL County, Florida, and more particularly described as I...OT 44 , 4 6 4 T , 4 4 9 .1 855 SEMINOLE RD FIRE DEPT under an order given by: HARRELL CONST CO INC Florida Law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Sec. 713.06 Florida Statutes. In the event that the contract for improvements is bonded, pursuant to Section 713.23, Florida Statutes, Section 255.05, Florida Statutes, Title 40 U.S.C. Section 270, or any other form of bond, the undersigned intends to look to that bond for protection and payment. The undersigned requests a copy of the payment bond, and a copy of any direct contracts pertaining to the improvements for this project, and agrees to pay reasonable copy costs for such copy. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Agriculture and Consumer Services, Division of Consumer Services. 1 la Hl it._Mf S LUMBER COMPANY TgaTfrl, r , 1 LIENOR � 6550 ROOSEVELT BLVD Pi.) BOX �� f.:�:k31 1996 JACk;;::,CINVILL..Eg 1 C =L_ 32244 1 r ( (SIGNATURE &TITLE) /CAV fe ; Copies to: (a) (LENDER) (b) DON C FORD BLDG OFF 1 C 1 AL. (ATTORNEY) ALAN JENSEN ESG1UIRE (c) (ATTORNEY) (d) (OTHER) HOLMES Zan"Lt. COMPANY 6550 ROOSEVELT BLVD. TEL: 772 -6100 JACKSONVILLE, FLORIDA 32244 Dear Real Property Owner: I begin by saying that the attached "Legal Document" (Notice to Owner), is sent as a statutory procedure prescribed by the State of Florida. In Mg manner what -so -ever should the "Notice" cast any doubt on the builders honesty or integrity. The document is forwarded for the PROTECTION of all parties (you, me, and the builder) involved with the improvement of your real property. - This protection is necessary should difficulties arise concerning payment for materials, labor, or services provided by this company, and as identified on the attached "Notice ". Please retain this document. Sincerely, r it, Lockwood P. Holmes President rgIIIV LPH /bcc ,,;; 81996 Pail i g and or 1341 N.W. 15th ST., POMPANO BEACH, FLORIDA 33069 • 5930 ORLANDO ST., JACKSONVILLE, FLORIDA 32208 TEL.: 305 - 977 -0118 TEL.: 904 - 764 -5506 FOR OWNER • PUBLISHED AS A SERVICE TO THE PROPERTY OWNER' IMPORTANT INFORMATION ABOUT THE FLORIDA LIEN LAW FOR PROPERTY OWNERS CONTEMPLATING CONSTRUCTION s . In order to avail yourself of the benefits provided under the Tlorida Lien Law, an owner who contracts for a home or building should observe certain provisions. Section 713.13, a Florida Stature, states, in part, "an owner or his authorized agent before actually commencing to improve any real property, shall record a Notice of Commencement in the clerk's office" (County Clerk) "and forthwith post a certified copy thereof on the job site, containing the following information "; (a) a description sufficient for identification of the real property to be improved. The description should include the legal description, also include the street address, if available. --- (b) a general description of the improvement. (c) name and address of the owner, his interest in the site of improvement, and name of fee simple owner if other than such owner. (d) name and address of contractor. (e) name and address of any person making a loan for construction of the impro- vements. (g) name and address within the state of a person other than himself who may be designated by the owner as person upon whom notices may be served. The importance of recording and posting this Notice of Commencement on the property cannot be over - emphasized. The law provides that all sub - contractors, sub - sub - contractors, and material -men shall send a Notice to the Owner. Section 713.00 (2) (a) in part states shall be.- required to serve Notice to the Owner which must include his name and address and nature of the services or materials furnished or to be furnished. This lets the owner know exactly who is going to be doing the sub - contract work and who is furnishing the materials on his building. This notice will be served or will come by registered mail in accordance with the requirements of the law. Your receipt of the Notice to Owner and your complying with the law by requiring releases of lien from all parties who have put you on notice at the time of each payment will protect you. To make proper payments, the law states the owner shall pay or cause to be paid all parties who have served a Notice to Owner. Please DO NOT BE DISTURBED in any way by the receipt of such notices as they are for your protection. This is in no way a reflexion on the integrity or ability of your contractor. This Lien Law is rather complex and to go into it in detail here would not be possible. No doubt your general contractor, lending institution, or your attorney will explain other provisions which are provided by law. This office stands ready to assist you and all others involved in construction in every way possible. WARNING TO OWNER: UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY TIME YOU PAY YOUR CONTRACTOR. NOTICE TO OWNER (NOTICE TO CONTRACTOR) Date: Aug 30, 1996 TO: (GENERAL CONTRACTOR) TO: (OWNER) Harrell Construction Company City Of Atlantic Beach 3948 Sunbeam Road, #8 Don C. Ford Jacksonville, FL 32257 -7500 800 Seminole Road Atlantic Beach, FL 32233 P127639 P127638 The undersigned hereby informs you that he has furnished, or is furnishing services or materials as follows: PAINTING COMPLETE for the improvement of the real property identified as: 850 Seminole Road Lots 44 -49, SALTAIR, Section 2, of the public records of Duval County, Florida Notice of Commencement as recorded in OR Book 8375, Page 1589, is herein incorporated by this reference. under an order given by: HARRELL CONSTRUCTION COMPANY INC. Florida law prescribes serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06, Florida Statutes. If there is a PAYMENT BOND, then this notice will advise you that we intend to look to the applicable payment bond for payment of the foregoing items. Within (10) days of receipt of this notice, you are required by Florida Statutes Section 713.23, and 255.05 to furnish notice of the existance of such payment bond and a copy of said bond. PLEASE NOTE: THIS IS NOT A LIEN, CLOUD, NOR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY, NOR IS IT A MATTER OF PUBLIC RECORD. This notice is a standard business procedure of the undersigned firm, and does not adversely reflect upon the credit — worthiness or other reputation of any person named herein. IMPORTANT INFORMATION FOR YOUR PROTECTION: Under Florida law, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payment, the people who are owed money may look to your property for payment. EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF. RECOGNIZE this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law. Chapter 713. Part 1, Florida Statutes, and the meaning of the Notice by contacting an attorney or the Florida Department of Agriculture and Consumer Services, Division of Consumer Services. By: M.J. Holleman Agent For: P 90 9 $ rated Jacksonville, FL 32208 COPIES TO: Alan Jensen, Esquire 708 North Third Street Jax Beach, FL 32250 Prepared By: NORTH FLORIDA NOTIFIER, INC. 5705 ST. AUGUSTINE ROAD JAX., FL. 32207 (904) 737 -7844 . .6D PO # /l�v ■l Z- - A P P R O EBEEACH COY OF ATLAN T In f �' 44 ` Amount ,5 7 BUILDING OFFICE Dept. Head Apprvl . % AUG 3 01996 , , , t. 2 8 1996 q L Fin. Dir. Apprvl. .' m Building ,;kft: /:f,lio reil FOR PAYMENT A1A DOCUMENT G702 PAGE 1 OF 2 PAGE! TO : CITY OF ATLANTIC BEACH PROJECT: NEW ADDITION Application No: FIVE 800 SEMINOLE ROAD PUBLIC SAFETY BUILDING : ATLANTIC BEACH, FL. 32233 ATLANTIC BEACH, FLORIDA Period To: 8/26/96 Architect's Project No:N /A FROM: HARRELL CONSTRUCTION CO., INC. : 3948 SUNBEAM ROAD SUITE 8 Contract Date: 4/4/96 : JACKSONVILLE, FLORIDA 32257 CONTRACTOR'S APPLICATION FOR PAYMENT Application is wade for Payment, as shown below, in conconnection with the Contract. Continuatiion Sheet, A1A Document 67 G703, is attached. (CHANGE ORDER SUMMARY 1 1. ORIGINAL CONMTRACT SUM 1190,219.%', I 1 2. Net change by Change Orders $7,588.00 (Change Orders i ADDITIONS 1 DEDUCTIONS 1 3. CONTRACT SUM TO DATE $197,807. )approved in previous (Months by Owner i I I 4. TOTAL COMPLETED & STORED TO DATE $151,120.00 I TOTAL( 1 1 (Column 6 on 6703) I 1 1 1 5. RETAINAGE (Approved this Month I 1 1 a. 10% OF COMPLETED WORK $0.00 I I I 1 (Column D+E on G703) INumber Date Approved) I 1 b. 10% of Stored Material $0.00 I I I 1 1 (Column F on 6703) 1 1 I I I Total Retainage (Line 5a +5b or I I I I I Total in Column I of 6703) 10.00 I I ) I 1 6. TOTAL EARNED LESS RETAINA6E 1151,120.00 I I I I i (LINE 4 less Line 5 Total) 0.00 I I I I I 7. LESS PREVIOUS CERTIFICATES FOR 1 I I I I PAYMENT (Line 6 from prior Certificate). .... 1108 546.00 TOTALS( 0.00 1 0.00 1 8. 1 1 1 9. BALANCE TO FINISH, PLUS RETAINAGE $46,687.00 I Net change by Change Orders 0.00 1 (Line 3 less Line 6) i I The undersigned Contractor certifies that to the State of: Florida County of: Duval best of the Contractor's knowledge, information and belief the Work covered by this Application has been completed in accordance with the Contract Subscribed and sworn to before me Documents, that all amounts have been paid by the this T" day of d57- 1996.00 Contractor for Work for which previous Certifi- cates f, Payment were issued and Payments re- OFFICIAL NOTARY S) - 1 ceived •m t e Owner, and that current payment Notary Public: . T ,3 shown h- e n is ow due. t. f E ye w :; CONTR''► 0 ''R LL CONSTRUCTION CO., INC. Date 6/25/96 My Commission expires: i'll1 ARCHITECT'S CERTIFICATE FOR PAYMENT AMOUNT CERTIFIED 'T� rp O (Attach explanation if amon t certified differs In accordance with the Contract Documents, based from the amount applied for.) on an -site observations and data comprising the above application, the Architect certifies to the ARCHI �--- R 'CONTINUATION SHEET A1A DOCUMENT G703 PAGE 2 OF 3 PAGES 1 APPLICATION NO :FIVE IHARRELL CONSTRUCTION CO., INC PROJECT: NEW ADDITION 13948 SUNBEAM ROAD SUITE 8 PUBLIC SAFTEY BLDG. APPLICATION DATE :8/26/96 'JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH LOCATION: PERIOD TO :8/26/96 ARCHITECT'S 1ROJ.NO:N /A I _ A I B 1 C I D 1 E 1 F 1 G 1 H 1 I I ITEMI DESCRIPTION OF WORK I SCHEDULED 1 WORK COM 1 MATERIALS 1 TOTAL 1 % 1 BALANCE 1 RETAINAGE 1 I NO. 1 VALUE 1 1 PRESENTLY I COMPLETED 1(G /C)1 TO FINISH i I I FROM PREVIOUS 1 1 STORED * AND STORED ! 1 (G -C) 1 1 I I I l APPLICATION 1 THIS PERIOD I (NOT IN 1 TO DATE I 1 1 I 1 I I (D +E) 1 1 D DR E) 1 (D +E-I+F) 1 1 1 I I - - - -! I I i I I ! I I----- - - - - - 1100 'GENERAL CONDITIONS 1 1 1 1 1 1 1 1 I 1101 (Fees and Permits 1 80.00 1 $0.00 1 80.00 1 10.00 1 10.00 1 0 1 $0.00 1 $0.00 1 1102 !Insurance 1 11,003.00 1 $502.00 1 8251.00 1 $0.00 1 $753.00 1 70 1 $250.00 1 $0.00 1 *103 !Supervision 1 $12,574.00 1 $7,714.00 1 $1,886.00 I $0.00 I $9,600.00 1 85 1 $2,974.00 1 $0.00 1 1104 !Testing 1 1531.00 1 $531.00 1 $0.00 1 $0.00 1 1531.00 1 100 1 $0.00 1 $0.00 1 1105 !Temp. Utilities 1 11,853.00 1 $1,112.00 1 $370.00 1 10.00 1 11,482.00 1 80 1 $371.00 1 $0.00 1 1106 1Design 1 $18,620.00 1 818,620.00 1 10.00 1 $0.00 1 $18,620.00 1 100 1 $0.00 1 $0.00 1 1107 1Clean Up 1 $2,006.00 ! 1802.00 1 8401.00 1 10.00 1 $1,203.00 1 60 1 $803.00 1 $0.00 1 1200 (SITE WORK I 1 1 1 1 1 1 1 1201 'Layout l 1328.00 1 83 1 10.00 1 $0.00 1 $328.00 1 100 1 $0.00 1 $0.00 1 1202 1Soil Poisoning 1 8306.00 1 8 1 80.00 1 10.00 1 $306.00 ' 100 1 $0.00 1 $0.00 1 1203 Site Work 1 $2,039.00 1 12,039.00 1 $0.00 1 10.00 1 $2,039.00 1 100 1 $0.00 1 $0.00 1 I 1 I I 1 1 1 1 1 1 I I 1 1 I 1 1 I 1 1 1 I I 1 1 1 1 1 1 1 ! ! I I I 1 1 1 1 I i 1 1 I 1300 (CONCRETE WORK 1 1 1 I I 1 1 1 I 1301 'Concrete Floor Slab 1 18,798.00 1 88,798.00 1 80.00 1 $0.00 I 18,798.00 1 100 1 $0.00 1 $0.00 1 1302 (Patch bath floor exist 1 1306.00 1 10.00 1 $0.00 1 $0.00 1 10.00 1 0 1 $306.00 1 $0.00 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1400 'MASONRY 1 1 1 1 1 I 1 l 1401 IDemo for doors 1 $851.00 1 $0.00 1 $596.00 1 $0.00 1 1596.00 1 70 1 1255.00 1 $0.00 1 1 1 1 I 1 1 1 1 1 ! 6001CARPENTRY I 1 1 I I ! 1 1 I 1 6011Rough Framing 1 138,458.00 1 $38,458.00 ' $0.00 1 $0.00 1 $38,458.00 ' 100 1 80.00 1 $0.00 1 1 6021Millwork 1 $5,369.00 1 $0.00 1 84,832.00 1 10.00 1 $4,832.00 I 90 1 8537.00 1 $0.00 1 1 6031Demo Walls Existing 1 $1,258.00 1 $0.00 1 $0.00 1 80.00 1 $0.00 ' 0 1 $1,258.00 1 $0.00 1 1 6041New Walls Existing 1 $3,419.00 1 10.00 1 10.00 1 10.00 1 10.00 1 0 1 $3,419.00 1 $0.00 1 ! 1 1 1 1 1 1 ! 1 1 1 1 TOTALS i $97,719.00 1 $79,210.00 1 $8,336.00 1 80.00 1 $87,546.00 1 1 $10,173.00 1 10.00 1 1 1 1 1 1 1 1 1 1 I A1A DOCUMENT 8703 . APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . A1A . COPYRIGHT 1983 G703 -1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 ^ |CONTlNVATION SHEET A\A DOCUMENT G703 ;AG[ 3 OF 3 3 PAGES . 0.00 APPLICATION NO :FIVE ! HARRELL CONSTRUCTION CO., INC. PROJECT: NEW ADDITION 3948 SUNBEAM ROAD SUITE 8 PUBLIC SAFETY BLDG. APPLICATION DATE :8/26/96 |JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH LOCATION: PERIOD TO :8/26/96 ARCHITECT'S PROJ.NO:N/A |A | B | C } D } E | F G H | [ |ITEM / DESCRIPTION OF WORK | SCHEDULED | WORK COM MATERIALS | TOTAL 1 % | BALANCE | RETAlNAGE | � NO. VALUE PRESENTLY | COMPLETED |(G/C) TO FINISH | | FROM PREVIOUS ! | STORED AND STORED 0-Q | | | | | | APPLICATION | THIS PERIOD | (NOT IN / TO DATE | } 1 ! (D+E ) D OR E) | (D+E+F) | | | | }-----------|---------) * �TOTALS FROM PREV.PAG[ $97,719.00 | $79,210.00 $8,336.00 $0.00 \ �87 �6.0N | 0 | $1�\73 WN | 80.00 } � | | | | 1700 MOISTURE PROTECTION | • 1708 !Fiberglass Shingles ! $2,941.00 | $2,941.00 $0.00 | N0.00 | $2,941.00 100 | $0.00 | $0.00 | *702 /Insulation Walls | $454.00 | N0.00 | $454.00 ! N0.00 | $454.00 100 | N0.00 | N0.00 | 1703 |Sal\ey Port Roof | 14,295.00 $0.00 i 10.00 | $0.00 80.00 | 0 | 100 | $0.00 | 1704 1Go��om | $454.00 | $0.00 | $0.00 | $0.00 � $0.00 | 0 | ' �MN | $0.n | | ' 1 8001DOORS & WINDOWS 1801 |Doors, Frames, Hdwr } $8,428.00 $1 | $4,212.00 | N0.00 $5,898.00 } 70 | $2,530.00 | $0.00 | 1802 }Windows | $1,790.00 $1,790.00 | $0.00 $0.00 - NW | $1,790.00 100 � 00 | $0.00 | 1 1 *900 !FINISHES 1901 !Drywall $4,592.00 | $0.00 | $4,592.00 | N0.00 | $4,592.00 | 100 | W0.00 | N0.00 | 1902 Acoustical Ceiling | $4,472.00 N0.00 | $4,472.00 l $0.00 | $4,472.00 100 | N0.00 | N0.00 � 1903 'Painting | $3,835.00 | N0.00 | $1,151.00 | $0.00 | $1,151,00 | 30 $2,684.00 | $0.00 N 1904 | �� |Fl�r Covering | $�727 0N | $0.00 N i $0.00 0 1 80.00 | $0.00 ' N@ � 0 | ` -'NW | $0.00 | 1905 }Ceramic | $10,097.00 | $0.00 | $8,087.00 $0,00 $8,087.00 \ 80 | NN | $0.Y, | 110 1SPEClALlTlES `� ' | | > 1111Toilet Accessories i $4,029.00 | $0.00 | N0.00 | $0.00 | W0.00 | 0 | $4,029.00 | N0.w | � 1121Kitcheo Appliances | V1,674 00 | N0.00 N0.00 | NkNN | $0.00 / 0 | $1,674.00 | N0.00 | | 113|Lockers | $5,507.00 | N0.00 | $0.00 | $0.00 | $100 0 | $5,507.00 | $0.00 ( | 1501PL0MBING | $11,701.00 | $8,280.00 $0.00 | $0.00 | N8, ` 280 0N | 70 � �3,4210W | 10.00 N � | | ��HVAC | �9,344 NN | ��8N3 00 | ��SW6 NW | $0.00 N � $8,409.00 N \ 90 | - N0 | N0.« � \ 1601ELECT8lCAL | $14,160.00 | $4,248.00 | $5,664.00 N0.00 89 ,912.NN | 70 | $4,248.00 | $0.00 0 } \ ICHANBE ORDER NO.1 | $5,748.00 | $5,748.00 | $0.00 | $0.00 $5,748.00 | 100 | $0.00 | $0.Y $0.Y | | !CHANCE ORDER NO.2 | $1,840.00 $1,840.00 | $0.00 / $0.00 0 | $1,840.00 | 100 | N0.00 | N0.n / }TOTALS | $197,807.00 | $108,546.00 $42,574.00 ! 0.00 } $151,120.001 76 | $46 687.00 | \ AUA DOCUMENT G703 . APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . A1A . COPYRIGHT 1983 G703-1903 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 HARRELL idi CONSTRUCTION COMPANY, INC. 5 art i i7 Sept. 13, 1996 '111j) i` 1 X199 6 City of Atlantic Beach 800 Seminole Rd. • C� Atlantic Beach, Florida 32233 Building and _.oIing Attn: Mr. John Ruley Re: Occupancy of new firemens quarters Dear Mr. Ruley, We have scheduled a walk thru of the above referenced facility for 3:00 P.M. today with Mr. Don Ford, Building Official. The purpose of this walk thru is for the city of inspect the building for compliance with the contract and completition, with the exception of "punch list" items to be developed during this walk thru. Harrell Construction Company does not have a problem with the city occupying the building provided Harrell Construction Company is granted unlimited access to the building from 7:00 A.M. to 3:30 P.M. daily to complete punch list work. Any damage to the building during move in and occupancy will be the responsibility of the City of Atlantic Beach except for damage noted on the punch list. Please check with Mr. Don Ford regarding any requirements he may have prior to move in. If you have any questions, please feel free to call. Sincerely yours, Harrell Construction Company, Inc. err Ron Van Dyke Project Manager cc: Mr. Don Ford 3948 Sunbeam Road, Suite 8 • Jacksonville, Florida 32257 • (904) 268 -5518 • Fax (904) 262 -3414 OF AIIANI IC Uf ACH ® BUILDING iltfo DEPARTMENT Put c („i 1 7a DEPARTMENT HEAD 2), .16.1 in 04 P,, '' BUILDING 0elit) T ro retie( t o"- ADDRESS r A ° four 1.. DATE OF INSPECTION t -/3 '" (1 6 TYPE OF STRUCTURE 6 0 D F it A 0'1 E ,c DATE CONSTRUCTED '1 40)* 'e BUILDING mood ,Fair door WALLS IST LEVEL TYPE: 2ND LEVEL TYPE: 3RD LEVEL TYPE: 2. OVERHANG SOFFIT & FACIA 3. GABLES 4. WINDOWS & SILLS 5. EXTERIOR DOORS 6. SCREENING [DOORS & WINDOWS] ,r V 7. COLUMNS & TRIM 8. IRON WORKS 9. PORCHES J` 1 0. STEPS /STAIRS ✓ I I . PAINTING El CAULKING: 12. GARAGE: 13. CARPORT: 14. OTHER: GROUNDS 1 5. TREES, PLANTS S, LAWN 1 DRAINAGE & GRADING 1 7. DRIVEWAY 1 PATIO & WALKWAY 1 FENCING 20. RETAINING WALLS 21. DOCK 22. BULKHEAD OR SEAWALL 23. OUTBUILDINGS 24. SPRINKLER SYSTEM 25. DECK 26. OTHER COMMENTS: ITEM # 6470K cops r7t olao t, itio,t7,1( C /0 f 6 , 6 S" j ovw tq E "0,ez f t2, S K /"..)4 G h J / F' "' alp r t t) ,C e STRUCTURAL GOOD FAIR POOR TYPE OF BUILDING AND CONSTRUCTIONS 27. FOUNDATION WALL 28, PIERS 29. BEAMS 54 GRIDERS ✓ 30. FLOOR JOISTS 3 I. SILLS 32. SUBFLOORING 33. EXTERIOR WALLS 34. INTERIOR WALLS 35. HEADERS [OVER OPENINGS] 36. CONCRETE FLOOR SLABS , �// 37. ROOF FRAMING [CONVENTIONAL] r j 38. TRUSSES a ✓ /o 39. ROOF DECKING _Le 40. STAIR FRAMING 4 I . ATrlc ACCESS 42. OTHER IF CRAWL SPACE OR BASEMENT: 43. ACCESSIBILITY 44. VENTILATION 45. DRY 46. SUMP PUMP ROOFING ROOF LOCATION TYPE MATERIAL 48. 49. FLASHING 'ALUMINUM COPPER 1 50. GUTTERS & DOWNSPOUTS — [METAL PLASTIC 1 5 I . SKYLIGHTS #[ ] 52. ATTIC VENTILATION 53. CHIMNEY[s]: COMMENTS ITEM # - (p( Y f E i , TT / C c V 3 - fr' c S * - # tit r Iw rt., r'a'h e e 0,4 1. ,7 ', �2 Gaff r < Fri L t' 4 #1c.0 t UV ELECTRICAL 54. SERVICE TO BUILDING -- [OVERHEAD UNDERGROUNG j GOOD FAIR POOR 55. MAIN PANEL Box; RATING AMPS V / 56. OVERLOAD PROTECTION [CIRCUIT BREAKERS FUSES 57. BUILDING WIRING-- [COPPER ALUMINUM KNOB 5, TUBES 58. EXTERIOR WIRING 59. RECEPTACLES 60. GROUND FAULT INTERRUPTER PANEL AT RECEPTACLE ) V 61. SWITCHES 62. INTERIOR FIXTURES 63. EXTERIOR FIXTURES . 64. POWER ATTIC FANS -#[ ) 65. SMOKE ALARM 66. INTERCOM SYSTEM 67. DOORBELL 68. ATTIC FAN 69. DISCONNECT TO EQUIPMENT 70. OTHER PLUMBING 7I . WATER SUPPLY [MUNICIPAL PRIVATE ] `` 72. SUPPLY LINES [COPPER GALVANIZED METAL ) 73. WASTER LINES [CAST IRON PLASTIC OTHER 74. WATER PRESSURE /FLOW [PSI MEASURED AT 75. WELL S, PUMP [ H.P. PuMP MOTOR) SERVING: 76. WELL S, PUMP [ H.P. PUMP MOT0,1 SERVING: 77. HOT WATER HEATER # 1 [ELECTRIC '✓ GAS OTHER [ LI° GAL. CAPACITY)[WATER TE`M DEG. F, AT / t 0' 1 1 78. HOT WATER HEATER #2 [ELECTRIC V GAS DEG.F, AT j to 0 79. WATER SOFTENER 80. SRA/HoT TuB 8 I . HOSE BIBBS 82. AERATOR 8 3. OTHER 84. OTHER COMMENTS: !TEM to 1-1,0c t-� /� L ti? S c t-c) s E r Dew rt ^- t. I? 005- 5` S !t r ✓/¢kel 17" HEATING AND AIR - CONDITIONING GOOD FAIR 'OOR 85. HEATER # I (CAP. TTYPE: MAKE St MODEL # LOCATION: 86. HEATER #2 (CAP. TTYPE: ✓ MAKE & MODEL # LOCATION 87. HEATER #2 (CAP. 'TYPE: MAKE & MODEL # LOCATION 88. FLUE PIPES) 89. FUEL STORAGE - (ABOVE GRUND BELOW GROUND ABANDONED 90. OIL FILTERS) 9 I . " CENTRAL A/C # 1 (CAP. ) ` TYPE: MAKE & MODEL # r �1441N FOOtOCATION: 92. CENTRAL A/C #2 [CAP. )'TYPE: /►! ! T Z" ✓ MAKE & MODEL# A T ik or t,' 1.44....00ATION: ,+ 93. PRIMARY CONDENSATE DRAIN(S) 94. SECONDARY CONDENSATE DRAINS] , '1 95. CONTROL SYSTEM(S) 96. DUCTWORK & INSULATION - (METAL DUCTBOARD FLEX OTHER 97. AI Flow 98. REGISTERS �J 99. RETURNS 100. AIR FILTERS) 101. HUMIDIFIER[S] 102. WINDOW A/C #1 LOCATION MAKE 103. WINDOW A/C #2 LOCATION MAKE 1 04. WINDOW NC #3 LOCATION MAKE 105. WINDOW A/C #4 LOCATION MAKE 106. DRYER VENTING 107. INSULATION - WALLS V FLOORS ATTIC y COMMENTS: ITEM #913, b / 0 - - r . LL (lc.- 0/4 f A/ ,. �{? f� L �. � E i J l� 1� {tom AJ 4� � t��`t 4 ! ` fff c [.t3,$ F. r C tc tie ' 9 d " d2 +f f 2 p C ' f E" All C D J ' rt. /X ro/4)7 A ,'? t w , j ( ' s 'woo . KITCHEN AND APPLIANCES GOOD FAIR POOR 1 08. SINK AND FAUCETS 1 09. DRAIN TRAP V// I I0. DISPOSAL V / 1 1 . COUNTERTOP 12. CABINETS 113. RANGE Y 14. GRILL OR GRIDDLE 1 5. RANGE H000 /EXHAUST FAN I 1 6. OVEN 1 7. MICROWAVE (BUILT I DISHWASHER 1 REFRIGERATOR 3 1 20. FREEZER 1 21. COMPACTOR 122. ICEMAKER [DETACHED) 1 23. OTHER INTERIOR ROOMS 124. WALLS 125. FLOORS 1 26. CEILINGS 1 27. PAINTING �/ 129. DOORS 1 28. WINDOWS V 1 30. HARDWARE AND WEATHERSTRIPPING ✓ 1 3 1 . FIREPLACE # I #2 #3 132. TRIM AND MOLDING 1 33 . OTHER COMMENTS ITEM # /3 Vl"tp "of 0 2)A t t*h 2) 06 r . /30- CAdfoar _ e, >v 0 BATHROOMS .+^ I #2 #3 #4 �A LOCATION Ivl Lu o tok r RATING 134. TUB (f 135. SHOWER Qv DV 136. TOILET i 137. LAVATORY hl/ /1 138. VANITY S, TOP 1 39. FAUCETS, DRAINS & TRIM + ` 1 40. CERAMIC TILE / / 1 4 1 . MEDICINE CABINET / 142. VENTING f f 1 43. TUB OR SHOWER DOORS 144. OTHER 145. OTHER CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18283 Address: 850 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: GOVERNMENT BLDG Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 5/26/1999 Name: CITY OF ATLANTIC BEACH Total Fees: Address: 800 SEMINOLE ROAD Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/26/1999 Phone: (904)744 -6604 Work Desc: INSTALL RECEPTACLES CONTRACTOR(S) APPLICATION FEES EXUN ELECTRIC, INC. PERMIT 0.00 I i Inspections Required ROUGH ELECTRIC FINAL ELECTRIC 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. G I ATLANTIC BEACH BUILDING DEPT.- CITY OF ATLANTIC BEACH, FLORIDA v3 Approved by 1 APPLICATION FOR ELECTRICAL PERMIT I TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 5Ali 19 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 ACCORDANC WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRIrIAN SIGNATURE / ! JOURNEYMAN � �'A .�id� �!!c1 RFD �� BOX , NAME in y UM _ EL "C ADDRESS: BLDG. SIZE .flee Sr a/1"" BETWEEN: RES. ( ) APT. ( ) COMM. ( ) PUBLIC INDUS. ( 1 NEW ( ) OLD Oa REW. l 1 ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY • FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES '7 CONCEALED OPEN TOTAL L0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT & M. V. FIXED 1 0.100 AMPS. OVER APPLIANCES , BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN _ FORWARDED • $ TOTAL FEES • • Z o ,,,, Iv Iv k ^� a 1, `0 . s vo a .. 9 e ' . G�� 0 6 o.. ' , -r j ^ � / �C` Q c C ' ‘0,<, o 470 9 � ' O s o @ s , / o • 4' C+ / . dds 7jo; • q �,..<,„, • woo ,, 8t °0s O \ A 4 /O � . 0 F ",�, X 9 0 C °7 r '''o ci (41°9S , c am ? S CPA. 0' 0 9 o % G , � y ,� �� s a y o9 � �4.�, � T Cu h O '� / �s'OO T� e .<_•., <? g t� oio ° db d c'o • _i_im 0 °y A ;� – ---- I A DEPART OF M 800 Seminole Road - Atlantic B N L G 32 p 2 E 3 R 3 m - I T T el: 247-5826 - Fax: 2 47-5877 ---- FiEt2M 1N Address: FLORIDA 32233 Class of Work: REMODEL 24482 ATLANTIC BEACH, , : k _ ,!_. i . _ L 0 I 0 s N E l i v I N F NOoRLMEA ROAD _ Book: t Permit Number: Range: 0 I Township: 0 Section: 0 Square Feet: ' Permit Type: PLUMBING Lot(s): Block: Subdivision: 1 Proposed Use: GOVERNMENT BLDG Parcel Number: t improv. Cost: , 1 '— Est. Value: - li 800 SEMINOLE ROAD 7/22/2002 • Name: Address: 8 O Date Issued: BEACH Total Fees: o .00 — I Amount Paid: 0.00 ' , ... ■1 „..,,,, ,.A.TQL.10,4)7N4T41-C66B0E4ACt-i, FLORIDA 32233 I Date Paid: TiON FEES . I ----- Work besc: REPIPE „ „!!!-"st-, t !! ! , ,, ,,,,: COTCTOR(S1 .. $0.00 , „ ! L I BILL FENWICK PLUMBING, Ii"l . , ,- :! 1 o ,,,,,,,, !. ,„ „„ - 1 . : , „,,,!---,, -„.:! ! !,, :,,,,,!;„,,,!,,,,,, ,.. , . 91r,„ ,, ,,, _ , t,,,te, ,,,,,, ! If :- - k„,,,,it, c.,A,,,14.. ....iy 5, - , -; . :-.:"N„. ‘ „a-..,- • 40f* -' .- ' ' "" %' - - -$ ,,, e - ., ,.,„,. . ,, ::..x... , _ - : ,, ,' t .' • :,,,, -4(s. ,,.-‘ .,i,-.,,•-;-,:-, -'-.. y \ i e - ;4.' - .„4-7., - - -, ' , 1 - --!: '7, , - - .... - - - -.. N . : ,.., , ,-, -,N, . ,--. . -. % E ..,-.,_ .... ; , ,, i , - , ; e "- ,,.....J t. ,,„.,,-,,,.. ,rttorlz,...?,--,:.,:,-,7' ',44“: ,,, ---,<.--_,;,',, ' , ,, <, , 2.- ,,, ''', • . .:. i' 1„-- ' :: s' — — H , „,.......„,..., *---.:,,,:,:,,,.., ,„ -, ,,,,,' ,,,,,,,44.i5;44:0;r:wri,:lit __, ..L.441;:.:4,;;.„..i...14140.4.,c- -- -f- ., ,.,,,,,,, .,. 2 1 _ i ,,,,, , ,,,,,, ;001 , ..,:„.„..,,:,,,,,,,, ,,,,,,,,...,:„,„,...,,,, "”, - .7 , • , , 4 , 4 — ,i,'.*..,,T , ,,..,..1674-4,:...:$,..„. - :', ,,,, ;, , ,i , t..-,"„-." s - it'w,. ,, .''k;'.',. ,, e..g^t'*'"° .-e , oe.te. - I r ' ' • ' : „ , ., ' ,: : ,,,,'':', .''':'',‘,.,::',,,'"•,,,` _ •:,:,',"' ,,,..,,:' ' \'''' t - •:, , .4, , ' ; ''': _. : ,, , ,,,,,,,,r.: :, , 2,,,,i,r,,,, .,,,,,,,::::.1.,, ::4,...4,3;.." ,..t ii. '4 , , • : , ' J' -- ", , TM •,,:'' :i ' ; ": . ' t• '-:' : :: ' • • . • • •• ' .. ', -,:,.' ' `-f-,:' `''-`'" `'-:-.7 , „ :',.- . I f :"'r,,,7k.:":::-:-`''' ' .,—,-,:.-:..,'; -4t `..,:,-,- I , .- . - . R TO tN ECTION - '' —'.-- laaJr4'''''' ' o A' ' '#.:AST2 fieJLIRS P '!* ! _ ' okitiEsTt' ' T-L - ..,„.,..,_--., -.---,---, , ' ' NOTICE - IN _,..,....:..4.--- .. '!" -'',.,;!!!!!!;„:-','-!" ''''f-tit - '!; D IN PUBLIC t • 10 0 47041 ;S:vVolitc---- • OR OWNER ! ...!!fit ‘ , 1 . 1 .1k, -..," ! 2. ,•r v,,, , ,.,e.,.. - ' .„„ , -; ,,,A, ‘,,,,,,.,,,,,,„, _ BUILDING MATERIAL, *;‘ :!..!,:, „,... - 4, , 92_- - .,...!: :,... - !.. ,-, - ! SPACE, AND MUST B_____– ,, ., .!!! I y WI ," - ecoNslyti_ !st LT IN THE p ,,.,,,,,.,,,,,,, 4: 1 , , "FAILURE TO COMPL . ...: . Li. il PROPERTY OWNER PAYING ' " q" 7.,_ ISSUED ACCORDING TO APPROVED PROVISIONS OF LAW. OVED PLANS W1-1I -.:: .. 2 . iii ' S PERMIT AND SUBJECT TO REVOCATION 1 FOR VIOLATION OF APPLICABLE i \ Oper: DSNITI Type: � Drawer: 1 ! Nobs: 7/22,0241 Receipt so: 7'5327 , 14 POSITS-WILDING 1 00141•113221140 1 ATLANTIC BEACH BUILDING PT. SPINOLE ND Trams date: 7/22/02 Tin: 11:12:411 mUV CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 0 6 o & 'L � OWNER OF PROPERTY: C L (- TEL. PLUMBING CONTRACTOR: \eX.U) e.n L.0i Ck 1 b CONTRACTOR'S ADDRESS: ga Lip STATE LICENSE NUMBER: e re_0i-/ n 03 TEL. ( Li`{? UZ HOW MANY OF THE FOLLOWING FIXTURES RE -PIPED OR NEW SINKS 1 SHOWERS I LAVATORY z' 'ZiAl WATER HEATERS BATH TUBS DISHWASHERS 1 URINALS DISPOSALS 4 CLOSETS f WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER X_ RE -PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: ' X $3.50 + $15.00= (p D .' MINIMUM PERMIT FEE: $25.00 / SIGNATURE OF OWNER: \O(..X-X / • SIGNATURE OF CONTRACTOR: ( Ili.) p( INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826. ��, ; .. :•;fit-° ; CITY OF ATLANTIC BEACH ® BUILDING MAINTENANCE DEPARTMENT P h / C Vn1ZG DEPARTMENT HEAD "a sr oN BUILDING AGO Se•mt rwo`C go CPececeir „1),3•1 ADDRESS DATE OF INSPECTION /2 ` G - 94' TYPE OF STRUCTURE CD of C Tk' 5 t G t-(' /&o feelfr DATE CONSTRUCTED Fr Ni- t- /A/41 T/ od o ,c gis rto,ne c /ft.ove 1'i0 .v r"c Ylf,c' '4 Lr c SAt ti.."Y , v, coii14 BUILDING 3ood Fair oor 1 . WALLS 1 ST LEVEL TYPE' _ ✓ 2ND LEVEL TYPE:_ 3RD LEVEL TYPE: 2. OVERHANG SOFFIT & FACIA - v 3. GABLES 4. WINDOWS & SILLS 5. EXTERIOR DOORS 6. SCREENING [DOORS & WINDOWS) 7. COLUMNS & TRIM 8. IRON WORKS 9. PORCHES `/ I O. STEPS /STAIRS I 1 . PAINTING & CAULKING: 1 2. GARAGE: 1.3. CARPORT: 14. OTHER: GROUNDS 1 5. TREES, PLANTS & LAWN 1 6. DRAINAGE & GRADING 17. DRIVEWAY 1 8. PATIO & WALKWAY • 19. FENCING 20. RETAINING WALLS 21 . DOCK 22. BULKHEAD OR SEAWALL 23. OUTBUILDINGS 24. SPRINKLER SYSTEM 25. DECK 26. OTHER - 1 COMMENTS: ITEM # STRUCTURAL GOOD FAIR POOR • TYPE OF BUILDING AND CONSTRUCTIONS 27. FOUNDATION WALL 28. PIERS 29. BEAMS & GRIDERS 30. FLOOR JOISTS 3 1 . SILLs 32. SUBFLOORING 7 � 33. EXTERIOR WALLS 34. INTERIOR WALLS Vj 35. HEADERS (OVER OPENINGS) G ft flPtivL ( Of ?( 36. CONCRETE FLOOR SLABS 37. ROOF FRAMING [CONVENTIONAL) 38. TRUSSES 39. ROOF DECKING 40. STAIR FRAMING 41 . Arric ACCEss 42. OTHER IF CRAWL SPACE OR BASEMENT: 43. ACCESSIBILITY 44. VENTILATION 45. DRY 46. SUMP PUMP ROOFING ROOF LOCATION TYPE MATERIAL 47. 4 y,2. j ft Le) s S A04 ifs C. .S K/1") 48. 49. FLASHING - (GALVANIZED ALUMINUM IVCOPPER l 50. GUTTERS & DOWNSPOUTS PLASTIC ) V 5 1 . SKYLIGHTS #[ l 52. ATTIC VENTILATION 53. CHIMNEYIS): COMMENTS ITEM # q? - N I� l L l Y r C I N c fz o o kr/ NJ4i( f %r cu w-L L.. 3 4 - NAILS 4 S s I/ D G tL 1 V IJ CA- r 14 ® ,'f F /77../? TONE rLo4SKl06 ,01:X7 0 Our ENp4.E.AS goy c-D t= j</ENP R6 Cip42 Sf {r ) Lr S ELECTRICAL 54. SERVICE TO BUILDING -- OVERHEAD GOOD FAIR POOR UNDERGROUNG 55. MAIN PANEL Box: RATING AMPS 56. OVERLOAD PROTECTION [CIRCUIT BREAKERS FUSES 57. BUILDING WIRING - (COPPER ALUMINUM KNOB & TUBES 58. EXTERIOR WIRING 59. RECEPTACLES 60, GROUND FAULT INTERRUPTER - (AT PANEL AT RECEPTACLE ] 6I . SWITCHES 62. INTERIOR FIXTURES 63. EXTERIOR FIXTURES 64. POWER ATTIC FANS #( ] 65. SMOKE ALARM 66. INTERCOM SYSTEM 67. DOORBELL 68. Arnc FAN 69. DISCONNECT TO EQUIPMENT 70. OTHER PLUMBING 7 I . WATER SUPPLY (MUNICIPAL PRIVATE 72. SUPPLY LINES [COPPER GALVANIZED METAL 73. WASTER LINES [CAST IRON PLASTIC OTHER ] ' 74 WATER PRESSURE /FLOW [PSI MEASURED AT 75. WELL & PUMP I H.P. PUMP MOTOR] SERVING: 76. WELL S. PUMP [ H. P. PUMP MOTOR] SERVING: 77. HOT WATER HEATER # I [ELECTRIC GAS OTHER ( GAL. CAPACITY](WATER TEMP. DEG F, AT 78. HOT WATER HEATER #2 [ELECTRIC GAS DEG.F, AT 79. WATER SOFTENER 80. SPA/Hor TuS 8 I . HOSE BIBBS 82. AERATOR 83. OTHER 84. OTHER COMMENTS: ITEM # C; .Z - l 1 6, & T r(Yro, -F e ~br ae,5 /3rt. 7 rf Ra . HEATING AND AIR-CONDITIONING GOOD FAIR P OOR 85. HEATER # I [CAP. HYPE: MAKE En MODEL # LOCATION: 86, HEATER # 2 [CAP. 1TYPE: MAKE En MODEL # LOCATION 87. HEATER #2 [CAP. 1TYPE: MAKE S, MODEL # LOCATION 88. FLUE PIPETS) 89. FUEL STORAGE - [ABOVE GRUN BELOW GROUND AB DONED 90. OIL FILTERTS1 9 I . CENTRAL A/C # I (CAP. \\ MAKE S, MODEL # \ LOCATION: 92. CENTRAL A/C #2 [CAP. 1 TYPe• MAKE S, MODEL# ]LOCATION;, 93. PRIMARY CONDENSATE DRAIN[S] 94. SECONDARY CONDENSATE DRAINIS) 95. CONTROL SYSTEMIS) 96. DUCTWORK S, INSULATION - [METAL DUCTBOAOD FLEX OTHER 97. AIR FLOW / \, 98. REGISTERS 1 99. RETURNS I00. AIR FILTER[S] 10I . HUMIDIFIERIS]_ / 102. WINDOW NC # I LOCATION MAKE \ 103, WINDOW A/C #2 LOCATION MAKE\ 104. WINDOW A/C #3 LOCATION MAKE \, _ 105. WINDOW A/C #4 LOCATION MAKE I 06. DRYER VENTING 107. INSULATION - WALLS FLOORS ATTIC COMMENTS: ITEM # KITCHEN AND APPLIANCES GOOD FAIR POOR 108. SINK AND FAUCETS 109. DRAIN TRAP ✓ l I O. DISPOSAL 1 1 . COUNTERTOP ✓ 12. CABINETS I 13. RANGE 1 4. GRILL OR GRIDDLE 15. RANGE HOOD /EXHAUST FAN I 1 6. OVEN ✓ 1 7. MICROWAVE (BUILT ✓� 1 DISHWASHER t 1 9. REFRIGERATOR 1 20. FREEZER 1 2 1 . COMPACTOR 1 22. ICEMAKER (DETACHED) 23. OTHER INTERIOR ROOMS 24. WALLS ✓ 25. FLOORS 1 26. CEILINGS 11/' 127. PAINTING 1 28. WINDOWS 129. DOORS 1 30. HARDWARE AND WEATHERSTRIPPING 1 3 1 . FIREPLACE # I #2 #3 132. TRIM AND MOLDING 133. OTHER COMMENTS ITEM # /, `1 x042 S e'A bilZecTe. s /34T1 - t e e +tit, / 'C u Mh.r (— 3csS Zf BATHROOMS #1 #2 #3 #4 LOCATION l'AZO W b K 4,46) RATING 134. Tua (10610 ®•o 135. SHOWER 136. TOILET ■ 137. LAVATORY ✓ ✓ 138. VANITY & TOP ✓ ✓ 1 39. FAUCETS, DRAINS & TRIM ✓ (// 1 40. CERAMIC TILE 1 41 . M EDICINE CABINET 142. VENTING 1 43. TUB OR SHOWER DOORS 144. OTHER 145. OTHER �_ COMMENTS fTEM # BATHROOM # I BATHROOM #2 71\— BATHROOM #3 BATHROOM #4 'i 1 _i HEATING - FURNACES, BOILERS, FIREPLACES Number Unita Dosed . tion Model Number Manufacturer Capacity ed A l , ,J r' y(7/ f ,1 •�j ° TANKS Row Many Nominal Capacity Type Nam* of Serial Approving and Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT INFORMATION I LOCATION INFORMATION Permit Number: 18477 Address: 850 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: GOVERNMENT BLDG Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION - Date Issued: 7/08/1999 Name: CITY OF ATLANTIC BEACH Total Fees: Address: 800 SEMINOLE ROAD Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/08/1999 Phone: (904)744 -6604 Work Desc: INSTALL OUTLET FOR NEW TELEPHONE EQUIPMENT CONTRACTOR(S1 — - APPLICATION FEES EXUN ELECTRIC, INC. PERMIT 0.00 Inspections Required ROUGH ELECTRIC FINAL ELECTRIC 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. -_J A TLANTIC EACH BUILDING DEPT. 0 -1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS /A/5 / /DY l> vtLt' K Ne 7-e_I e f .e— C / io . TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA !_ NO. NEON TRANSF. NO. VA. , MA. MOTOR SIZE SWITCH FLASHER EACH SIGN , - + crintmertnrn Dale 4..2.......u..;..—.--. r INVERTED PO # 1 Amount Dept. Head Apprvl.. Fin. Dir. Apprvl. APPLICATION AND CERTIFICATE FOR PAYMENT A1A DOCUMENT G702 City Mgr. Apprvl. PAG� E� -1-- OF 2 PAGES TO : CITY OF ATLANTIC BEACH PROJECT: NEW ADDITION Application No: EIGHT -FINAL BY SEMINOLE ROAD PUBLIC SAFETY BUILDING : ATLANTIC BEACH, FL. 32233 ATLANTIC BEACH, FLORIDA Period To: 11/22/96 Architect's Project No:N /A FROM: HARRELL CONSTRUCTION CO., INC. 3948 SUNBEAM ROAD SUITE 8 Contract Date: 4/4/96 : JACKSONVILLE, FLORIDA 32257 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for Payment, as shown below, in conconnection with the Contract. Continuatiion Sheet, A1A Document 67 6703, is attached. !CHANGE ORDER SUMMARY 1 1. ORIGINAL CONMTRACT SUM $190,219.''. 1 1 2. Net change by Change Orders $10,644.00 (Change Orders 1 ADDITIONS I DEDUCTIONS I 3. CONTRACT SUM TO DATE ' 1200,863.80 !approved in previous 1 (Months by Owner 1 I i 121863.Y, TOTAL( 1 I I ! (Approved this Month 1 1 1 10.00 (Number Date Approved! I i S 1 I i ,..„ 1 1 1 1 I 1200,863.00 1 I I I I 0.00 1 I i I I i�a". I f 1 1 1 Certificate). .... 1192,7'..75 1 TOTALS( 0.00 I 0.00 I 1 1 1 (;-,'"".- wIlliarra 1 Net change by Change Orders 0.00 The undersigned Contractor certifies that to the Stat of: Florida - county - of: Duval best of the Contractor's knowledge, information and belief the Work covered by this Application has been completed in accordance with the Contract Subscribed and sworn to before me Documents, that all amounts have been paid by the this Z' day of 4/0 1/ 3 1996 Contractor for Work for which previous Certifi- cates 'or P.y .nt were issued and Payments re- ceive from • Owner, and that current payment Notary Public: �t ^✓` ^- ,,: y shin e I now due. „�.71:, i ii CI ;R',Ti'' + 'RELL CONSTRUCTION CO., INC. , SEAt 1 Date 11/22/96 My Commission expires: AM O COINAISINON NO. IX MUG RRCHI T S CERTIFICATE FOR PAYMENT AMOUNT CERTIFIED ~M (Attach explanation if amount certified differs In accordance with the Contract Documents, based from the amount applied for.) on on -site observations and data comprising the above application, the Architect certifies to the ARCHITECT: (CONTINUATION SHEET A1A DOCUMENT G703 PAGE 2 OF 3 3 PAGES I I 1 APPLICATION NO :EIGHT - FINAL. I II#IRRELL CONSTRUCTION CO., INC PROJECT: NEW ADDITION I 13948 SUNBEAM ROAD SUITE 8 PUBLIC SAFTEY BLDG. APPLICATION DATE :11 -22-96 (JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH 1 LOCATION: PERIOD TO :11 -22-96 I ARCHITECT'S PROJ.NO:N /A 1 - ---- ---- - - ---- ____ --------- --- - -- --- I I A I B I C I D I E I F I G 1 H I I I------------------------------------- - - - - -- ------- - - - --- -- I 'ITEM( DESCRIPTION OF WORK I SCHEDULED I WORK COM I MATERIALS 1 TOTAL I % I BALANCE I RETAIN I I N0.1 1 VALUE 1-- ---- ----- -- -- -I PRESENTLY 1 COMPLETED I(G /C)1 TO FINISH I I 1 1 1 IFROM PREVIOUS 1 1 STORED * AND STORED 1 1 (G -C) 1 1 I 1 1 I APPLICATION 1 THIS PERIOD 1 (NOT IN 1 TO DATE I 1 I I (D+E) 1 1 D OR E) 1 (D +E+F) 1 I I I 1--- I---------------- - - - - -I I 1 I 1 i - - -I 1 I 1100 'GENERAL CONDITIONS 1 I I I I I I I I 1101 (Fees and Permits 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 0 1 $0.Y 1 $0.00 I 1102 'Insurance 1 81,003.00 1 81,003.00 1 $0.00 1 $0.00 I $1,003.1 1 1% 1 $0.00 1 $0.00 1 *103 'Supervision 1 $12,574.00 1 $11,945.00 1 $629.00 1 $0.00 1 $12,574.00 1 100 1 $0.00 1 80.00 1 1104 'Testing 1 $531.00 1 1531.00 1 $0.00 1 $0.00 1 $531.00 1 100 I $0.v $0.00 I 1105 ITesp. Utilities 1 $1,853.00 1 $1,853.00 1 $0.00 1 $0.00 1 $1,853.00 1 100 1 $0.vd 1 80.00 1 1106 IDesign 1 $18,620.00 1 118,620.00 1 $0.00 1 $0.00 1 $18,620.00 1 1Y I $0.00 1 $0.00 I. 1107 'Clean Up 1 $2,006.00 1 $1,805.00 1 8201.00 I $0.00 1 $2,006.00 1 100 1 $0.00 1 $0.00 1 1200 (SITE WORK I I I I I I I I I 1201 'Layout 1 8328.00 1 $328.00 1 $0.00 1 $0.00 1 $328.00 1 100 1 $0.00 1 80.00 1 1202 (Soil Poisoning l 8306.00 1 $306.00 1 $0.00 1 $0.00 1 $306.'' 1 100 I $0.v 1203 'Site Work 1 $2,039.00 1 $2,039.00 1 $0.00 1 $0.00 1 12,039.00 1 100 1 $0.00 I $0.v 1 I 1 I 1 1 1 I 1 1 I I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i I 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1300 (CONCRETE WORK 1 1 1 1 1 1 1 1 I 1301 'Concrete Floor Slab 1 $8,798.00 1 $8,798.00 1 $0.00 1 $0.00 1 $8,798.00 1 100 1 $0.00 1 $0.00 1 1302 (Patch bath floor exist 1 $306.00 1 $306.00 1 $0.00 1 $0.00 1 $306.00 1 100 1 $0.00 1 $0.' 1 I I I I I I I I I I I I I 1 1 I 1 1 1 I 1 1 1400 (MASONRY 1 1 1 1 1 1 1 I 1401 IDeio for doors 1 $851.00 1 $851.00 I 10.00 1 $0.00 1 $851.00 1 100 1 10.00 1 $0.00 1 I I 1 1 I I I I I I 1600ICRRPENTRY 1 1 1 1 1 1 1 1 I 16011Rough Framing 1 $38,458.00 I 838,458.00 1 $0,00 1 $0.00 I $38,458.00 1 1f 1 10.00 1 $0.00 1 16021Millwork 1 85,369.00 1 15,369.00 1 $0.00 1 $0.00 1 $5,369.00 1 100 1 $0.00 1 $0.00 1 16031Deso Walls Existing 1 11,258.00 1 $1,258.00 1 $0.00 1 80.00 1 $1,258.00 1 100 1 $0.00 1 $0.'�'. 1 1604INew Walls Existing 1 $3,419.00 1 $3,419.00 1 $0.00 1 $0.00 1 13,419.00 1 100 1 $0.00 1 $0.00 1 I 1 1 1 1 1 I I I I I I I I 1 I I I I I I 1 I TOTALS 1 $97,719.00 1 $96,889.00 1 $830.00 1 $0.00 1 $97,719.00 1 1 $0.00 1 10.00 1 I I 1 1 1 1 I I 1 I A1A DOCUMENT G703 . APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . A1A . COPYRIGHT 1983 6703 -1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 'CONTINUATION SHEET PIA DOCUMENT G703 PAGE 3 OF 3 3 PAGES 1 1 I I APPLICATION NO :EIGHT -FINAL 1 1 HARRELL CONSTRUCTION CO., INC. PROJECT: NEW ADDITION I 13948 SUNBEAM ROAD SUITE 8 PUBLIC SAFETY BLDG. APPLICATION DATE :11/22/96 'JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH 1 LOCATION: PERIOD TO :11/22/96 ARCHITECT'S PROJ.NO:N /A I i A ! B I C 1 D I E i F 1 G I H 1 I 1 1 1 (ITEM DESCRIPTION OF WORK 1 SCHEDULED 1 WORK COM 1 MATERIALS 1 TOTAL 1 % I BALANCE 1 RETAINAGE 1 NO. 1 1 VALUE 1 1 PRESENTLY 1 COMPLETED 1(G /C)1 TO FINISH I I i I FROM PREVIOUS I I STORED I AND STORED I 1 (G -C) i I I I 1 1 APPLICATION 1 THIS PERIOD 1 (NOT IN I TO DATE 1 I 1 I • I I I i (D +E) 1 1 D OR E) 1 (D +E +F) 1 1 1 I - - - -1 1 1 1 I I 1 1 1 _ i I i 1 1 1 I i 1 I + (TOTALS FROM PREV.PAGE 1 $97,719.00 1 896,889.00 1 8830.00 1 $0.00 1 $97,719.00 1 0 1 $0.00 1 80.00 1 I I 1 1 1 1 1 I 1 1 I I 1 1 1 1 1 I 1 1 1 I I 1 I i 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 I I 1 I 1 1 I 1 I I I I I 1 1 1 1 1 1 I 1 1 I 1700 !MOISTURE PROTECTION 1 I I I I I I I I 1701 (Fiberglass Shingles 1 32,941.00 1 $2,941.00 1 $0.00 1 $0.00 1 $2,941.00 1 100 1 $0.00 1 $0.00 1 *702 !Insulation Walls 1 $454.00 1 $454.00 1 $0.00 1 $0.00 1 $454.00 1 100 1 $0.00 1 $0.00 1 1703 'Salley Port Roof 1 $4,295.00 1 $0.00 1 $4.95.00 1 $0.00 1 $4 ,295.00 1 100 1 $0.00 1 $0.00 1 1704 !Gutters 1 $454.00 1 $454.00 1 30.00 1 $0.00 1 $454.00 1 100 1 $0.00 1 $0.00 1 I 1 18001DOORS & WINDOWS 1801 'Doors, Frames. Hdwr 1 88,428.00 1 $8,428.00 1 $0.00 1 $0.00 I $8.428.00 1 100 1 $0.00 I $0.00 1 1802 1Windows 1 81,790.00 1 $1,790.00 1 $0.00 1 80.00 1 11,790.00 1 100 I $0.00 1 $0.00 1 1 1 I I I 1 1 I 1 1 I *900 'FINISHES 1901 1Drywall l $4,592.00 1 $4,592.00 1 $0.00 1 $0.00 1 $4,592.00 1 100 1 $0.00 1 $0.00 1 1902 Acoustical Ceiling 1 $4,472.00 1 $4,472.00 1 $0.00 1 $0.00 1 $4,472.00 1 100 1 $0.00 1 $0.00 I 1903 'Painting 1 83,835.00 1 $3,835.00 I $0.00 1 $0.00 1 83,835.00 1 100 1 $0.00 1 $0.00 1 1904 'Floor Covering 1 $4,727.00 1 $3,545.00 1 $1,182.00 I $0.00 I $4,727.00 1 100 1 $0.00 1 $0.00 1 1905 'Ceramic 1 $10,097.00 1 810,097.00 1 10.00 1 $0.00 810,097.00 1 100 I 30.00 1 $0.00 1 110 !SPECIALITIES 1111IToilet Accessories 1 84,029.00 1 $4,029.00 1 $0.00 1 $0.00 1 $4,029.00 100 1 $0.00 1 $0.00 1 1112IKitchen Appliances 1 $1,674.00 1 $1,674.00 I $0.00 1 80.00 1 $1,674.00 1 100 1 30.00 1 $0.00 1 11131Lockers I $5,507.00 1 85,507.00 I $0.00 I 10.00 I $5,507.00 1 100 1 $0.00 1 $0.00 1 11501PLUMBING i 311,701,00 1 $11,701.00 1 50.00 1 $0.00 1 $11,701.00 1 100 1 $0.00 1 $0.00 1 1 1551HVAC 1 $9,344.00 1 $9,344.00 1 $0.00 1 $0.00 I $9,344.00 1 100 1 30.00 1 $0.00 1 1 1601ELECTRICAL 1 $14,160.00 1 $14,160.00 1 $0.00 1 $0.00 1 $14,160.00 1 100 1 $0.00 1 $0.00 1 i ICHANGE ORDER N0.1 1 85,748.00 1 $5,748.00 1 $0.00 1 $0.00 1 $5,748.00 1 100 1 $0.00 ! $0.00 1 I ICHANGE ORDER N0.2 1 $1,840.00 1 81,840.00 1 $0.00 1 $0.00 1 81,840.00 1 100 1 $0.00 1 $0.00 1 I ICHANGE ORDER N0.3 1 404.75 1 404.75 1 0.00 1 0.00 1 404.75 1 100 1 0.00 1 0.00 1 __ _ CHANGE ORDER NO. 4 796.00 796.00 0.00 0.00 796.00 100 0.00 0.00 CHANGE ORDER NO. 5 1855.25 0.00 1855.25 0.00 1855.25 100 0.00 0.00 TOTALS 5200,863.00 $192,700.75 $8,162.25 0.00 8200,863.00 100 0.00 0.00 NDU -07 -1996 09 42 HARRELL COAST CO 904 262 3414 P. 01/01 uistnuuuon to; ORDER OWNER C] AIA DOCUMENT 6709 ARCHITECT 0 CONTRACTOR 0 - FIELD ❑ OTHER • PROJECT: CHANGE ORDER NUMBER: FIVE (name, address) TO (Contractor): INITIATION DATE: 11 -5 -96 ARCHITECT'S PROJECT NO: CITY OF ATLANTIC BEACH CONTRACT FOR: 800 Seminole Road Atlantic Beach, FL 32223 CONTRACT DATE: 04 -4 =96 You are directed to make the following changes in this Contract: I. Tear off and replace existing shingle roofing on the north slope of the existing building to match new Sally Port roof. $44.00 2. Add 4' overhang on West and South eaves to provide a covered walkway for existing sidewalk. Overhang to nave wood soffit, painted. $984.00 3. Replace passage set locic,s on four closet doors with locksetS and add door closer to bathroom door. $209.00 4. Remove existing floor tile in hallway leading to Police area and install new tile and base. $24(x.25 Not valid until signed by both the Owner and Architect. Signature of the Contractor Indicates his agreement herewith, including any adjustment In the Contract Sum or Contract Time,. The original (Contract Sum) iJ#44430 was S 190,219.00 Net change by previously authorized Change Orders $ 8 , 788. _ 5 The (Contract Sum) i6tprior to this Change Order was $ 1 • 5 The (Contract Sum) Silkillikilliaigitaiteanastestsg will be (increased) 66189118) (tifttheitedi by this Change Order $ 1, 855.25 The new (Contract Sum) 41011.0111>!If@111111111MIN) including this Change Order will be $ . a 200,863. . CO The Contract Time will be (increased) (decreased) (unchanged) by - ( ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is Authorized: Harrell Construct Co Inc City of Atlantic Beach ARCHITECT CONTRACTOR CC�� Wytiity�E 3A4R SnnhPam Ra Ste+ R SDO Road Address Address Address Jacksonville, FL 32257 Atlantic Beach, FL 3222: BY - BY. BY • DATE DATE DATE AIA DOCUMENT G701 • CHANGE ORDER • APRIL 1978 EDITION • AEA • RI 1978 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W. WASHINGTON, D.C. 20006 TOTAL P.01 IMAM , 1 r f - Ti 4 , INVERTED PO , I C ,, Amount / 3, 94-7G . "? R (1 f , 4r � tA 199 Dept. Head Apprvl. Fin. Dir. Apprvi. _ A! Iirr� .•E APPLICATION AND CERTIFICATE FOR PAYMENT A1A DOCUMENT 6702 City Ngr. Apprvi. � 1 CF 2 PAGES TO : CITY OF ATLANTIC DEACH PROJECT: NEW ADDITION Application No SEVEN 800 SEMINOLE ROAD PUBLIC SAFETY BUILDING : ATLANTIC BEACH, FL. 32233 ATLANTIC BEACH, FLORIDA Period To: 10/25/96 Architect's Project No:N /A FROM: HARRELL CONSTRUCTION CO., INC. : 3948 SUNBEAM ROAD SUITE 8 Contract Date: 4/4/96 JACKSONVILLE, FLORIDA 32257 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for Payment, as shown below, in conconnection with the Contract. Continuatiion Sheet, AlA Document 67 G703, is attached. 1CHANGE ORDER SUMMARY 1 1. CRIGINRL CONIITRACT SUM 1190,219.00 I 2. Net change by Change Orders $8,782.75 !Change Orders 1 ADDITIONS I DEDUCTICNS 1 3. CONTRACT SUM TO DATE $199,007.75 'approved in previous 1 - 'Months by Owner 1 I 1 4. TOTAL COMPLETED & STORED TO DATE $192,7Yi.75 I TOTALI ' I (Column G on G703) I I f ! 5. RETAINRGE 'Approved this Month I 1 1 a. 10% OF COMPLETED WORK, $0.00 I I ! i (Column DEE on G703) 'Number Date Approved! 1 1 b. 10% of Stored Material $0.00 1 - - -- I 1 ' 1 (Column F on G703) I ' I 1 Total Retainage (Line 5a +5b or I I I I 1 Total in Column I of G703) 50.00 1 1 1 1 1 6. TOTAL EARNED LESS RETAINRGE $192,700.75 I 1 I ! 1 (LINE 4 less Line 5 Total) 0.00 I I I 1 1 7. LESS PREVIOUS CERTIFICATES FOR I I 1 1 PAYMENT (Line 6 from prior Certificate). .... $178,704.00 1 TOTRLSI 0.00 1 0.00 1 "MOM I 1 1 1 9. BALANCE TO FINISH, PLUS RETAINRGE $6,307.00 1 Net change by Change Orders 0.00 1 (Line 3 less Line 6) I The undersigned Contractor certifies that to the State of: Florida County of: Duval best of the Contractor's knowledge, information and belief the Work covered by this Application has been completed in accordance with the Contract Subscribed and sworn to before me Documents, that all amounts have been paid by the this . 5 -774/ day of 7c - 2 1996 Contractor for Work for which previous Certifi- OFFICIAL r � _ cate fo' Payment were issued and Payments r e - fb ?kar ..crL cei d f the Owner, and that current payment Notary Public: j ALP" s r 4/ . Alt - . F , - ,A = sh.. e An is now due. COMPASSION N ,43' CO? i,'R Te' HARRELL CONSTRUCTION CO., INC. MYCORRMigStO�iSSP p rcu ag 29c0 Date 10/25136 M Co omission exp ires: ARCH is ,. ERTIFICATE FOR PAYMENT AMOUNT CERTIFIED.. (Attach explanation if amo•nt certified differs In accordance with the Contract Documents, based 1- amount applied f on on -site observations and data cooprising the above application, the Architect certifies to the IIIIIIIII 1 • R ICCNTINUATION SHEET A1A DOCUMENT 3703 PACE 2 OF 3 3 PAGES I 1 1 APPLICATION NO :SEVEN IHARRELL CONSTRUCTION CO., INC PROJECT: NEW ADDITION 13948 SUNBEAM ROAD SUITE 3 PUBLIC SAFTEY BLDG. APPLICATION DATE :10 -25 -96 !JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH LOCATION: PERIOD TO :10 -25 -96 ARCHITECT'S PROJ.NO:N /A I A 1 8 1 C I D 1 E I F I G 1 H I I I IITEY' DESCRIPTION OF WORK I SCHEDULED I WORK COM 1 MATERIALS 1 TOTAL 1 % 1 BALANCE 1 RETAINAGE 1 NO. 1 VALUE 1 - - -1 PRESENTLY 1 COMPLETED I(G /C)l TO FINISH 1 I 1 I I FROM PREVIOUS 1 I STORED * AND STORED I l (G -C) 1 1 i I I I APPLICATION i THIS PERIOD 1 (NOT IN I TO DATE 1 1 1 i • I 1 I I (D +E) 1 I D OR E) I (D +E +F) 1 1 I 1 1- -1 1 -- I - -- -_ __ -- -1 - -1 1100 !GENERAL CONDITIONS 1 I 1 1 1 1 I I I 1101 (Fees and Permits I 10.00 1 $0.00 1 10.00 1 $0.00 ! 10.00 1 0 1 10.00 1 $0.00 1 1102 !Insurance 1 $1,003.00 1 1954.00 1 $49.00 1 10.00 1 11,003.00 1 100 1 10.00 I 10.00 I *103 1Supervision 1 112,574.00 1 110,29.00 1 $1,716.00 1 40.00 1 111,945.00 1 95 1 1629.00 I 10.00 1 1104 1Testing 1 $531.00 1 1531.00 1 10.00 1 $0.00 1 1531.00 1 100 1 10.00 1 $0.00 1 1105 !Temp. Utilities 1 11,853.00 1 11,667.00 1 $186.00 1 10.00 1 $1,853.00,1 100 1 10.00 1 10.00 1 1106 1Design l $18,620.00 1 $18,620.00 1 $3.00 1 10.00 1 $18,620.00 1 100 1 10.00 1 10.00 I 1107 1Clean Up 1 $2,006.00 1 11,805.00 1 $0.00 1 10.00 1 11,805.00 1 90 1 1201.00 1 10.00 I 1200 'SITE WORK 1201 !Layout 1 $328.00 1 $328.00 ! 10.00 1 $0.00 1 1 1 100 1 10.00 I 10.00 1 1202 !Soil Poisoning 1 1306.00 1 1306.00 1 $0.00 1 s0.00 1 1 1 100 I $0.00 1 $0.00 1 1203 'Site Work I 12,039.00 1 $2,039.00 1 10.00 I $0.00 1 12,039.00 1 100 l $0.00 ! 10.00 1 1 l i 1 I I I I 1 I I 1300 !CONCRETE WORK 1 ! 1 1 1 1 1 1 l 1301 !Concrete Floor Slab 1 18,793.00 ! 18,793.00 1 10.00 1 10.00 1 18,798.00 ' 100 1 10.00 1 10.00 1 1302 !Patch bath floor exist 1 1306.00 1 10.00 1 1306.00 1 ' $0.00 1 $306.00 1 100 1 10.00 1 10.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1400 !MASONRY 1 1 1 1 I 1 I I 1401 1Demo for doors l 1851.00 1 1596.00 I 1255.00 1 10.00 1 1851.00 1 100 1 10.00 1 10.00 1 1 1 1 1 1 1 I 1 1 I ! 600I CARPENTRY 1 1 1 1 1 1 1 1 { l 6011Rough Framing 1 $38,458.00 1 138,458.00 1 $0.00 1 $0.00 1 $38,458.00 1 100 1 10.00 1 10.00 1 16021Mi11work 1 15,369.00 1 14,832.00 1 1537.00 1 $0.00 1 15,369.00 1 100 1 10.00 I 10.00 1 16031Demo Walls Existing 1 11,258.00 1 11,258.00 1 10.00 1 10.00 1 11,258.00 1 100 1 10.00 1 10.00 1 1 6041New Walls Existing 1 43,419.00 1 1683.00 1 12,736.00 ' 10.00 1 13,419.00 1 100 1 10.00 1 10.00 1 I 1 1 ! 1 I 1 I I 1 I I___' 1 I 1 1 I 1 1 1 1 1 TOTALS 1 197,719.00 1 191,104.00 1 15,735.00 1 10.00 1 196,889.00 1 1 1830.00 1 10.00 1 l_1 I 1 1 1 1 1 1 1 1 A1A DOCUMENT 8703 . APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . PIA . COPYRIGHT 1983 6703-1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2000G R (CONTINUATION SHEET AlA DOCUMENT G783 PAGE 3 OF 3 3 PAGES I • 1 • 1 APPLICATION NO :SEVEN 1 HARRELL CONSTRUCTION CO., INC. PROJECT: NEW ADDITION 13948 SUNBEAM ROOD SUITE 8 PUBLIC SAFETY BLDG. APPLICATION DATE :10/25/96 (JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH 1 LOCATION: PERIOD TO :10/25/96 1 1 ARCHITECT'S PROJ.NO:N /A 1 A 1 0 1 C 1 D 1 E I F I G 1 H 1 I 1 !ITEM! DESCRIPTION OF WORK ! SCHEDULED 1 WORK CCM I MATERIALS 1 TOTAL 1 % 1 BALANCE 1 RETAINAGE 1 1 NO.I 1 VALUE i ° -_ -- _-- °-1 PRESENTLY 1 COMPLETED l(G /C)I TO FINISH I 1 ! i 1 !FROM PREVIOUS 1 1 STORED 1 AND STORED 1 1 (G -C) 1 i ; I 1 1 APPLICATION 1 THIS PERIOD 1 (NOT IN 1 TO DATE 1 1 1 I 1 I 1 (D +E) 1 1 D OR E) 1 (D +E +F) 1 1 1 1 1-- ___...._ -_._ ____.--_ 1-...---_-- .------ _.1_.___._- ..._.___.___1 _ .- ...._- 1__._....._.- ..._.,___l 1 I 1 1 1 1 1 1 1 1 I (TOTALS FROM PREV.PAGE ; $97,719.00 1 591,104.00 1 15,785.00 ; $0.00 1 496,869.00 1 0 1 $830.00 1 $0.00 1 1 1 1 1 1 1 1 1 1 1 ! I ! 1 I 1 I I 1 1 I ! 1 ! 1 I { 1 1 1 1 1 1 1 .1 1 1 1 l 1 1 l 1 1 1 1 1 1 I 1700 !MOISTURE PROTECTION 1 ! I 1 I I 1 1 I 1701 (Fiberglass Shingles 1 82,941.00 1 $2,941.00 1 +0.00 1 $0.00 1 12,941.00 1 100 1 $0.00 1 $0.00 1 *702 !Insulation Walls 1 3454.00 1 1454.00 1 $0.00 1 $0.00 1 $454.00 1 100 1 $0.00 1 $0.00 1 1703 !Salley Port Roof 1 $4,295.00 1 10.00 1 10.00 1 $0.00 1 $0.00 1 0 1 $4,295.00 1 $0.00 1 1704 !Gutters 1 5454.80 1 5454.00 ; 10.00 1 38.08 1 1454.00 1 100 1 $0.00 1 $0.00 1 1 1 1 80010OORS & WINDOWS ! 1 1 1 1 1 1 I { 1801 (Doors, Frames, l{dwr 1 $8,428.00 1 $7,152.00 1 $1,266.00 1 10.00 1 88,428.00 1 100 1 $0.80 1 $0.00 1 1802 !Windows 1 $1,790.00 1 $1,790.00 1 80.00 1 $0.00 1 81,792.00 1 108 1 $0.00 1 $0.00 1 1 1 1 1 1 1 1 1 1 1 1 *900 !FINISHES 1 1 1 1 1 1 1 I I 1901 !Drywall 1 14,592.00 1 14,592.00 1 $0.00 1 10.00 1 $4,592.00 1 100 1 $0.00 1 10.00 1 1382 Acoustical Ceiling 1 $4,472.00 1 34,472.00 ; 10.00 1 48.00 1 $4,472.00 1 100 1 $0.00 1 $0.00 1 1903 !Painting ; 13,835.08 1 33,260.80 1 $575.00 1 $0.00 1 13,835.00 1 100 1 $0.00 1 $0.00 1 1904 !Floor Covering 1 $4,727.00 1 83,545.00 1 $0.00 1 $0.80 ; $3,545.00 1 75 { $1,182.00 1 $0.00 1 1905 'Ceramic 1 $10,097.00 1 18,087.00 1 12,010.80 1 43.08 1 310,097.00 1 100 1 10.00 1 $0.00 1 110 {SPECIALITIES 1 1 1 1 1 1 1 1 1 ! 1111Toilet Accessories 1 14,0299.00 1 83,828.80 1 $201.00 1 $0.00 1 $4,029.00 1 100 1 $0.00 1 $0.00 1 I li21Kitchen Appliances 1 $1,674.00 1 31,674.30 1 $0.00 1 10.00 1 11,674.00 1 100 { $0.00 1 $0.00 1 1 1131Lockers 1 85,507.00 1 15,587.80 1 $0.00 1 10.80 1 $5,507.00 1 100 1 80.00 1 $0.00 1 1 1501PLUMBING 1 111,701.00 1 19,450.00 1 $2,251.00 1 80.08 1 111,701.00 1 100 1 $0.00 1 $0.00 1 1 1551HVAC 1 19,344.00 1 89,344.00 1 10.00 1 10.80 1 19,344.00 1 100 1 10.00 1 $0.00 1 l 1601ELECTRICAL 1 $14,160.00 1 $13,452.00 1 $708.00 1 80.00 1 114,160.00 1 100 1 $0.00 1 $0.00 1 I 1CHANGE ORDER NO.1 1 15,748.00 1 35,748.00 1 10.00 1 $0.00 1 $5,748.00 ! 120 1 $0.00 1 $0.00 1 ! !CHANGE ORDER NO.2 1 $1,840.00 { 11,840.00 1 10.00 1 $0.00 1 11,840.02 ! 100 1 80.00 1 10.00 1 1 !CHANGE ORDER NO.3 1 404.7,5 1 0.00 I 404.75 1 0.00 1 404.75 1 100 1 0.00 1 0.00 1 CHANGE ORDER NO. 4 796.00 0.00 736.00 8.00 796.80 100 0.00 0.00 ' TOTALS $199,007.75 $178,704.00 $13,995.75 0.00 $192,700.75 96 16,307.00 0.00 PAINTING SPECIFICATIONS SURFACE PREPARATION EXTERIOR SURFACES - PREVIOUSLY PAINTED A.A11 surfaces to be painted All Surfaces must be cleaned thoroughly to a sc;nd substrate by power washing. Remove all blistered, peeling ant scaling paint to a sound substrate by scraping, sanding, and wiz brushing. Where substrate is exposed, spot prime with the apprcpriate Moore's primer. All loose or split caulking, putty or c,..azing compound is to be removed. Mildew must be removed by scrubktng or power wash equipment, using a commercial mildew wash. B. Wood - to be stained (shakes, and shingles) Previously stained, or unstained weathered sur must be aggressively cleaned with power wash equipment using a commercial mildew wash.All discolored wood must be bieachld to restore to natural color. All loose or split caulking is • o be removed and replaced.Particular attention should be given o overhead surfaces such as eaves and overhang ceilings. aution: Follow manufacturer's directions; use rubber gloves, , ork goggles, and protective clothing.Loose or warped siding and shingles should be nailed flush with the surface using coated nai s. C. Masonry - Poured /Precast Concrete: (columns • All surfaces must treated for mildew and dirt )y applying a commercial mildewcide wash formulated for thi: purpose and thoroughly rinsing with a power washer . CAUTi )N: Follow manufacture's directions; use rubber gloves, H goggles, and protective clothing. Remove all peeling and scaling paint to as sot Id substrate by hand scraping, use of mechanical grinders or '.i.th high pressure spray equipment. Multiple coats of paint that are in an advancEi state of deterioration and prior applications of cement based paints must be removed by the use of mechanical grinders (r hand scraping. All structural cracks and crevices are to be :filled with appropriate patching compounds( Moorlastic Pa.ch Compounds). Old cracked and loose caulking is to be remov.0 and replaced with a high quality caulking compound.( Moorlastic Caulk Compounds) Spot prime surfaces that exhibit chalking as eeded with Moore's Alkyd Masonry Sealer. Weathered, unpainted masonry must be free of irt, grease and oil. Badly weathered concrete, brick or other masonry surfaces must be power washed. FINISH SCHEDULE EXTERIOR SURFACES COMCAZTl (columns) Flat Finish / Alkyd Modified Vinyl Acrylic Latc.{ Spot Prime Coat: Moore's Fresh Start Acrylic Pr imer (023) Finish: 1 coat Moorlife Acrylic Latex House Pao:it (105) MOOD - BTAIIDID (shakes & railings) Semi - Transparent Alkyd Stain Prime and Finish: Two coats Moore's Alkyd Semi Transparent c+-ain rngi\ Li L3 ( a ` U r'`� = o ° c ' a LL V W ().1 Li] Q2iia m o ❑ ❑❑ u ❑ o O d � Z C C IWIJ cc O a) Z O IV --J , G -5,8 m c c a) . Q z J o °- a) c ii U I \ a ¢1 cn H �2 i V a V z0 ¢ a ► ❑❑❑ r _ N o J w LL = Z m U c fn m W e u a U �O F -1 W c cgit Q v W W ■ p d d1' I mfh N i O co 0 c C 1 Z c c O '0 N 0 O (a N Q1 O J E 3m m o Enn .) a j=CL 0 z 03 ti¢ E c c !. j } �. +e ♦z n n tx � z ++ s I� h A HARRELL 1996 to/ C ON STRU CTIONt3 tidin and Zoning COMPANY, INC. Aug. 27, 1996 City of Atlantic Beach 800 Seminole Road Atlantic Beach, Fl. 32233 Attn: Mr. Don Ford Re: Public Safety Addition /Renovations Dear Mr. Ford, The following are requested changes in the scope of work for the Public Safety Addition /Renovations. 1. Reduce wall heigth of ceramic tile in all bathrooms from 8'to 6' & substitute pre -fab shower for built -in shower. ($1,460.00) 2. Add closet in bathroom No. 1 $ 372.00 3. Add air handler closet. $ 480.00 4. Delete pantries in kitchen and add one built -in closet. ($ 352.00) 5. Add one (1) refrigerator -al low. $ 500.00 6. Furnish LP gas stove in kitchen in lieu of electric. (included in $ 00.00 allowance) 7. Add roof dormer /vent to East roof elevation. $ 560.00 8. Change 6070 door in masonry wall to 3070. ($ 194.00) 3948 Sunbeam Road, Suite 8 • Jacksonville, Florida 32257 • (904) 268 -5518 • Fax (904) 262 -3414 page 2 of 2 9. Delete Two (2) 3068 doors in hallway. ($ 474.00) 10. Add door to Dorm Room. $ 237.00 11. Add door to closet in hallway. $ 237.00 12. Delete door from Mens Bath to Day Room. ($ 237.00) 13. Cabinets /Vanities (Allowance $4,550.00— Actual cost $3,393.00) ($1,157.00) 14. Temp. Power by Atlantic Beach ($ 225.00) 15. Relocate drinking fountain $ 165.00 ($1,548.00) Contractor OH &P 232.20 Total credit ($1,780.20) Upon acceptance of these proposed changes, a formal change order will be submitted. If you have any questions, please feel free to call. Sincerely yours, Harrell Construction Company, Inc. 0 4111414111141.441.41.11. Ron Van Dyke Project Manager tip, HARRELL CONSTRUCTION COMPANY, INC. Aug. 20, 1996 City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, Fi. 32233 Attn: John Ruley Re: Public Safety Addition /Renovations Dear Mr. Ruley, The following are change order cost for additional work as requested. 1. Install new carpet and base in office now occupied by John Ruley. $ 308.43 2. Construct closet in area between kitchen and day room in existing building. $ 1,110.00 Please advise as soon as possible if you wish to preceed with the above proposed changes. Sincerely yours, Harrell Construction Company, Inc. /OW 44414044149 `ire• Ron Van Dyke Project Manager 3948 Sunbeam Road, Suite 8 • Jacksonville, Florida 32257 • (904) 268 -5518 • Fax (904) 262 -3414 PAINTING SPECIFICATIONS SURFACE PREPARATION EXTERIOR SURFACES - PREVIOUSLY PAINTED A. All surfaces to be painted All surfaces must be cleaned thoroughly to a sound substrate by power washing. Remove all blistered, peeling and scaling paint to sound substrate by scraping, sanding, and wirebrushing. Where substrate is exposed, spot prime with the appropriate Moore's primer. All loose or split caulking, putty or glazing compound is to be removed by scrubing or power wash equipment, using a commercial mildew wash. B. Wood - to be stained (shakes and shingles) Previously stained or unstained weathered surfaces must be aggressively cleaned with power wash equipment using a commercial mildew wash. All discolored wood must be bleached to restore to natural color. All loose or split caulking is to be removed and replaced. Particular attention should be given to overhead surfaces such as eaves and overhang ceilings. Caution: Follow manufacturer's directions; use rubber gloves, work goggles, and protective clothing. Loose or warped siding and shingles should be nailed flush with the surface using coated nails. C. Masonry - Poured /Precast Concrete: (columns) All surfaces must be treated for mildew and dirt by applying a commercial mildewcide wash formulated for this purpose and thoroughly rinsing with a power washer. CAUTION: Follow manufacturer's directions; use rubber gloves, work goggles, and protective clothing. Multiple coats of paint that are in an advanced state of deterioration and prior applications of cement based paints must be removed by the use of mechanical grinders or hand scraping. All structural cracks and crevices are to be filled with appropriate patching compounds (Moorlastic Parch Compounds). Old cracked and loose caulking is to be removed and replaced with a high quality caulking compound. (Moorlastic Caulk Compounds). Spot prime surfaces that exhibit chalking as needed with Moore's Alkyd Masonry Sealer. Weathered, unpainted masonry must be free of dirt, grease and oil. Badly weathered concrete, brick or other masonry surfaces must be power washed. FINISH SCHEDULE EXTERIOR SURFACES CONCRETE (columns) Flat finish / Alkyd Modified Vinyl Acrylic Latex Spot Prime Coat: Moore's Fresh Start Acrylic Primer (023) Finish: 1 coat Moorlife Acrylic Latex House Paint (105) WOOD - STAINED (shakes & railings) Semi- Transparent Alkyd Stain Prime and Finish: Two coats Moore's Alkyd Semi Transparent Stain (081) APPROVED INVERTED PO # / 1 ° ! — Amount , CITY OF ATLANTIC BEACH BUILDING OFFICE Tvl. ,, Dept. Head App SEP 2 5 1996 Fin. Dir. Apprvl. City Pr. Apprvl O ...... APPLICATION AND CERTIFICATE FOR PAYMENT Al TO : CITY OF ATLANTIC BEACH PROJECT: NEW ADDITION Application No SIX . 800 SEMINOLE ROAD PUBLIC SAFETY BUILDING : ATLANTIC BEACH, FL. 32233 ATLANTIC BEACH, FLORIDA Period To: 9/25/96 Architect's Project No:N /A FROM: HARRELL CONSTRUCTION CO., INC. : 3948 SUNBEAM ROAD SUITE 8 Contract Date: 4/4/96 : JACKSONVILLE, FLORIDA 32257 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for Payment, as shown below, in conconnection with the Contract. Continuatiion Sheet, A1A Document 67 G703, is attached. (CHANGE ORDER SUMMARY 1 1. ORIGINAL CONMTRACT SUM $190,219.' I I 2. Net change by Change Orders $7,588.00 'Change Orders 1 ADDITIONS 1 DEDUCTIONS 1 3. CONTRACT SUM TO DATE $197,807.00 lapproved in previous 1 I I '� - -- 'Months by Owner I 1 1 4. TOTAL COMPLETED & STORED TO DOTE $178,704.'' I TOTAL( I I (Column G on 8703) I I 1 1 5. RETAINAGE (Approved this Month 1 1 1 a. 10% OF COMPLETED WORK $0.00 1 1 1 1 (Column D +E on G703) 1Number Date Approved l 1 I b. 10% of Stored Material $0.00 1 I ' 1 1 (Column F on G703) I I I I I Total Retainage (Line 5a +5b or I I I I I Total in Column I of 8703) $0.v I I I 1 1 6. TOTAL EARNED LESS RETAINAGE $178,704.00 I I I I I (LINE 4 less Line 5 Total) 0.00 I I I I I 7. LESS PREVIOUS CERTIFICATES FOR I 1 I 1 I PAYMENT (Line 6 from prior Certificate). .... $151,120.00 TOTALSI 0.00 1 0.00 1 8. CURRENT PAYMENT DUE $27,584.00 I 1 1 9. BALANCE TO FINISH, PLUS RETAINAGE $19,103.00 1 Net change by Change Orders 0.00 1 (Line 3 less Line 6) I I The undersigned Contractor certifies that to the State of: Florida County of: Duval best of the Contractor's knowledge, information and belief the Work covered by this Application has been completed in accordance with the Contract Subscribed and sworn to before ■e Documents, that all amounts have been paid by the this --z 7 day of � w`r 7Z 1996 Contract. for Work for which previous Certifi- cates f Pay'ent were issued and Payments re- / f� fOC ceived im • e Iwner, and that current payment Notary Public: ;id ,' ' g., shown s ow due. +Tggyp, J. ER` CONTRA 'I R • LL CONSTRUCTION CO., INC. flra,�,,��i4f , � ^ s�lfl!(f Q�� Date 9/25/96 My Commission expires`:4'� ss Fr • -'%04a q�A ill ; 7 ARCHITECT'S CERTIFICATE FOR PAYMENT AMOUNT CERTIFIED � /� "S4 , oa (Attach explanation if mount ce 4ified differs In accordance with the Contract Documents, based fro V• . •unt a.p •: for.) on on -site observations and data comprising the - ., . above application, the Architect certifies to the . /2 ` 7- (CONTINUATION SHEET A1A DOCUMENT G703 PAGE 2 OF 3 3 PAGES 1 1 1 APPLICATION NO :SIX 1 IHARRELL CONSTRUCTION CO., INC PROJECT: NEW ADDITION 13948 SUNBEAM ROAD SUITE 8 PUBLIC SAFTEY BLDG. APPLICATION DATE :9-25 -96 (JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH 1 LOCATION: PERIOD TO :9 -25 -96 1 ARCHITECT'S PROJ.NO:N /A I A I B I C 1 D 1 E I F I G 1 1-1 1 I 1 1 IITEMI DESCRIPTION OF WORK 1 SCHEDULED 1 WORK COM 1 MATERIALS 1 TOTAL 1 % 1 BALANCE 1 RETAINAGE 1 I NO. 1 VALUE 1 1 PRESENTLY 1 COMPLETED 1(G /C)1 TO FINISH 1 I I 1 1 (FROM PREVIOUS 1 1 STORED * AND STORED 1 1 (G -C) 1 1 I 1 1 1 APPLICATION 1 THIS PERIOD 1 (NOT IN 1 TO DATE 1 I 1 1 1 I 1 1 (D +E) 1 1 D OR El 1 (D +E +F) 1 I 1 I 1 - - - -1 I 1 1 1 1 1 1 I 1 1100 'GENERAL CONDITIONS 1101 (Fees and Permits 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 0 1 $0.00 1 $0.00 1 1102 !Insurance 1 $1,003.00 1 $753.00 1 $201.00 1 $0.00 1 $954.00 1 90 1 $49.00 1 $0.00 1 *103 'Supervision 1 $12,574.00 1 $9,600.00 1 $629.00 1 $0.00 1 $10,229.00 1 90 1 $2,345.00 1 $0.00 1 1104 1Testing 1 $531.00 1 $531.00 1 $0.00 1 $0.00 1 15 1 100 1 $0.00 1 $0.00 1 1105 (Temp. Utilities 1 $1,853.00 1 11,482.00 1 $185.00 1 $0.00 1 $1,667.00 1 90 1 $186.00 1 $0.00 1 1106 1Design 1 $18,620.00 1 $18,620.00 1 80.00 1 $0.00 1 $18,620.00 1 100 1 $0.00 1 $0.00 1 1107 lClean Up 1 $2,006.00 1 $1,203.00 1 $602.00 1 $0.00 1 $1,805.00 1 90 1 $201.00 1 $0.00 1 1200 (SITE WORK I 1 1 1 1 1 1 1 I 1201 !Layout 1 $328.00 1 $328.00 1 $0.00 1 $0.00 1 $328.00 1 100 1 $0.00 1 $0.00 1 1202 'Soil Poisoning 1 8306.00 1 $306.00 1 $0.00 1 $0.00 1 $306.00 1 100 1 $0.00 1 10.00 1 1203 Site Work 1 $2,039.00 1 $2,039.00 1 $0.00 1 $0.00 1 $2,039.00 1 100 1 $0.00 1 $0.00 1 I 1 1 1 1 1 1 1 1 ! I 1 I 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1300 !CONCRETE WORK 1 1 1 I 1 1 1 1 1 1301 !Concrete Floor Slab 1 $8,798.00 1 $8,798.00 1 $0.00 1 $0.00 1 $8,798.00 1 100 1 $0.00 1 $0.00 1 1302 'Patch bath floor exist 1 $306.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 0 1 $306.00 1 $0.00 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1400 (MASONRY 1 1 1 1 1 1 1 I 1401 (Demo for doors 1 $851.00 1 $596.00 1 $0.00 I $0.00 1 $596.00 1 70 1 $255.00 1 $0.00 1 1 1 1 1 I 1 1 1 1 ! 1600ICARPENTRY 1 1 1 1 1 1 1 1 I 1 6011Rough Framing 1 $38,458.00 1 $38,458.00 1 $0.00 1 $0.00 1 $38,458.00 1 100 1 $0.00 1 $0.00 1 16021Millwork 1 $5,369.00 1 $4,832.00 1 $0.00 1 $0.00 1 $4,832.00 1 90 1 $537.00 1 $0.00 1 1 6031Demo Walls Existing 1 11,258.00 1 $0.00 1 $1,258.00 1 $0.00 1 $1,258.00 1 100 1 $0.00 1 $0.00 1 1 604INew Walls Existing 1 $3,419.00 1 $0.00 1 $683.00 1 $0.00 1 $683.00 1 20 1 $2,736.00 1 $0.00 1 I I I I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I I 1 TOTALS 1 $97,719.00 1 $87,546.00 1 $3,558.00 1 $0.00 1 $91,104.00 1 1 56,615.00 1 $0.00 1 I I I 1 I 1 I I 1 I A1A DOCUMENT 8703 . APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . AlA . COPYRIGHT 1983 G703 -1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 ICONTINUATION SHEET A1A DOCUMENT G703 PAGE 3 OF 3 3 PAGES 1 0.00 APPLICATION NO :SIX I HARRELL CONSTRUCTION CO., INC. PROJECT: NEW ADDITION 1 3948 SUNBEAM ROAD SUITE 8 PUBLIC SAFETY BLDG. APPLICATION DATE :9/25/96 ! JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH LOCATION: PERIOD TO :9/25/96 ARCHITECT'S PROJ.NO:N /A l A I 8 1 C ' D I E 1 F I G 1 H 1 I 1 I I I ITEMI DESCRIPTION OF WORK 1 SCHEDULED 1 WORK COM 1 MATERIALS 1 TOTAL 1 % I BALANCE 1 RETAINAGE 1 I NO. 1 VALUE 1 i PRESENTLY 1 COMPLETED I(G /C)1 TO FINISH 1 I ( I FROM PREVIOUS 1 1 STORED 1 AND STORED 1 1 (G -C) 1 I I 1 I I APPLICATION 1 THIS PERIOD 1 (NOT IN 1 TO DATE 1 1 1 1 . I I I 1 (D +E) I 1 D OR E) 1 (D +E +F) 1 1 1 I - - - -I i I I I I I 1 --- I---- ---- - 1 1 I 1 1 1 1 1 1 1 ( TOTALS FROM PREV.PAGE 1 $97,719.00 1 $87,546.00 1 $3,558.00 1 $0.00 1 891,104.00 1 0 1 $6,615.00 1 $0.00 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1700 (MOISTURE PROTECTION 1 1 I 1 1 1 1 1 I 1701 (Fiberglass Shingles 1 $2,941.00 1 $2,941.00 1 $0.00 1 $0.00 1 52,941.00 1 100 1 $0.00 1 $0.Y 1 *702 llnsulation Walls 1 $454.00 1 $454.00 1 $0.00 1 50.00 1 8454.00 1 100 1 80.00 1 50.00 I 1703 ISalley Port Roof 1 84,295.00 l 80.00 1 $0.00 1 $0.00 1 $0.00 1 0 1 $4,295.00 1 $0.00 1 1704 (Gutters 1 $454.00 1 $0.00 1 $454.00 1 $0.00 1 $454.00 1 100 1 $0.00 I $0.00 I I I 1 1 1 1 I I 1 1 I 18001DOORS & WINDOWS 1 1 1 1 1 1 1 1 I 1801 IDoors, Fraies, Hdwr 1 $8,428.00 1 $5,898.00 1 $1,264.00 I $0.00 1 $7,162.00 1 85 1 $1,266.00 1 $0.00 1 1802 (Windows 1 81,790.00 1 $1,790.00 1 80.00 1 $0.00 1 $1,790.00 1 100 1 $0.00 1 $0.00 1 1 1 *900 (FINISHES 1 1 1 1 1 1 I 1 I 1901 (Drywall 1 $4,592.00 1 $4,592.00 1 $0.00 1 $0.00 1 $4,592.00 1 100 1 $0.00 1 $0.00 1 1902 Acoustical Ceiling 1 $4,472.00 I $4,472.00 1 $0.00 1 $0.00 1 $4,472.00 1 100 I 80.00 1 $0.00 1 1903 (Painting 1 $3,835.00 1 $1,151.00 1 $2,109.00 1 $0.00 1 $3,260.00 1 85 1 $575.00 1 $0.00 I 1904 'Floor Covering 1 $4,727.00 1 $0.00 1 $3,545.00 1 $0.00 1 $3,545.00 I 75 I 81,182.00 1 $0.00 I 1905 ICeraeic 1 510,097.00 1 $8,087.00 1 $0.00 1 $0.00 1 $8,087.00 1 80 1 $2,010.00 1 $0.00 1 110 ISPECIALITIES 1 1 1 I 1 I 1 1 l 11111Toilet Accessories 1 $4,029.00 1 $0.00 1 $3,828.00 1 $0.00 1 $3,828.00 I 95 1 5201.00 1 $0.00 I 11121Kitchen Appliances 1 $1,674.00 1 $0.00 1 81,674.00 1 $0.00 1 $1,674.00 1 100 I $0.00 1 $0.00 1 113ILockers 1 $5,507.00 1 $0.00 1 $5,507.00 1 $0.00 1 85,507.00 1 100 1 $0.00 1 $0.00 I 11501PLUMBING 1 $11,701.00 1 58,280.00 1 $1,170.00 1 $0.00 I $9,450.00 1 80 1 $2,251.00 1 $0.00 1 1155IHVAC 1 $9,344.00 1 $8,409.00 1 $935.00 1 10.00 1 59,344.00 1 100 1 $0.00 1 $0.00 I 1160IELECTRICAL 1 $14,160.00 1 $9,912.00 I $3,540.00 1 $0.00 1 $13,452.00 I 95 1 8708.00 I $0.00 J I ICHANGE ORDER NO.1 1 $5,748.00 1 $5,748.00 1 $0.00 1 $0.00 1 $5,748.00 1 100 I $0.00 1 $0.00 1 I ICHANAGE ORDER NO.2 1 $1,840.00 1 $1,840.00 1 $0.00 1 50.00 1 $1,840.00 1 100 1 $0.00 1 $0.00 1 I _(TOTALS 1 $197,807.00 1 $151,120.00 1 327,584.00 1 0.00 I $178,704.001 90 1 $19,103.00 1 I A1A DOCUMENT G703 . APPLICATION AND CERTIFICATE FOR PAYMENT . MAY 1983 EDITION . A1A . COPYRIGHT 1983 G703 -1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING TO OWNERS: UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY TIME YOU PAY YOUR CONTRACTOR NOTICE TO OWNER and PRELIMINARY NOTICE TO OWNER, CONTRACTOR, SUBCONTRACTOR & SURETY (if applicable) (FLORIDA STATUTES 713.06, 713.23 and 255.05) DATE: 10/01/96 # P550528119 Owner # P550528120 G/C City Of Atlantic Beach Harroll Construction Co Attn: Don Ford 3948 Sunbeam Rd, #8 800 Seminole Rd Jacksonville, FL 32257 -7500 Atlantic Beach, FL 32233 The undersigned is furnishing, or has furnished the following described materials, labor and /or services: ACOUSTICAL MATERIALS for the improvement of real property described as: 350 Seminole Rd, Atlantic Beach A /K/A PUBLIC SAFETY BUILDING SA 71 Lots 44 -49, SALTAIR SECTION 2, Duval County, Florida I I ()CI 4 1996 Vj Building and Zoning under an order given by TENANT FINISHES TEN817 Florida law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06 and 255.05, Florida Statutes. If there is a PAYMENT BOND, then this notice will advise you that we intend to look to the applicable payment bond for payment of the foregoing items. Within ten (10) days of receipt of this notice, you are required by Florida Statutes Section 713.23, and 255.05 to furnish notice of the existence of such payment bond and a copy of said bond. PLEASE NOTE: THIS NOTICE IS NOT A LIEN, CLOUD, NOR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY, NOR IS IT A MATTER OF PUBLIC RECORD. This notice is a standard business procedure of the undersigned firm, and does not adversely reflect upon the credit - worthiness or other reputation of any person named herein. Request for Sworn Statement of Account must be addressed to: Acoustical Distributors, Inc 376 W Grant St Orlando, FL 32809 IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida laws, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay sub contractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part 1, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Agrictulture and Consumer Services, Division of Consumer Services. By: R. Waterfield AGENT FOR: Acoustical Distributors, Inc 376 W Grant St Orlando, FL 32809 COPIES TO: Alan Jenson, Esq, 708 N 3rd St, Jacksonville, FL 32250 Tenant Finishes, 1232 Orton St, Jacksonville, FL 32205 Prepared By: Contractors Notice Services, P.O. Box 355, Lutz, Florida 33548 (813) 949 -9345 FAX (813) 949 -8272 • '�. CITY OF v s, r'1a4dic Ecad - 91ocadet .. 800 SEMINOLE ROAD �3 _ _ _ _ z ATLANTIC BEACH, FLORIDA 32233 -5445 ? t TELEPHONE (904) 247 -5800 *JR. ' -, . FAX (904) 247 -5805 SUNCOM 852 -5800 October 16, 1996 Harrell Construction Company, Inc. Attention: Ron VanDyke, Project Manager 3948 Sunbeam Road, Suite 8 Jacksonville, FL 32257 Subject: - . on Atlantic Beach "x' '''' Dear Mr. VanDyke: This is to advise the Atlantic Beach City Commission, at its regular meeting on Monday, October 14, 1996, approved the above referenced Change Orders. We have enclosed the original Change Orders which have been executed by Mayor Fletcher on behalf of the City of Atlantic Beach. Please have these documents executed on by the appropriate representative of your firm and return one copy to this office for our records. In the meantime, please coordinate your work through our Building Official, Don Ford who may be reached at 247 -5813. Sincerely, Mau n King, CM City Clerk xc: Building Official Public Safety Dir. Purchasing Agent CHANGE Distribution to: ORDER OWNER ❑ ARCHITECT ❑ AlA DOCUMENT G701 CONTRACTOR ❑ FIELD ❑ OTHER ❑ PROJECT: CHANGE ORDER NUMBER: THREE (name, address) INITIATION DATE: 10- -02 -96 TO (Contractor): ARCHITECT'S PROJECT NO: CITY OF ATLANTIC BEACH CONTRACT FOR: Public Safety Additiol 800 Seminole Road Atlantic Beach, FL L 32233 1 CONTRACT DATE: 04 -04 -96 You are directed to make the following changes in this Contract: PLEASE SEE ATTACHED ' *^ t ' e LO ; , ` " Quit in% anu � o � iting Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Sum) ($,K {i eX0C7t1 3d0 r3QI {) was $ 190,219.00 • Net change by previously authorized Change Orders $ 7,588.00 . The (Contract Sum) ( kki(40 Sd00f — XiX)06:4) prior to this Change Order was $ 197,807.00 . The (Contract Sum) ntm xtrxIx gtq ¢t};; will be (increased) (skepcRsxttrxhapinfik 404.75 by this Change Order $ . The new (Contract Sum) (ggck1}Pkt}ltxkg including this Change Order will be $ 198,211.75 • The Contract Time will be (increased) (decreased) (unchanged) by ( ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is . Authorized: Harrell Construct Co Inc City of Atlantic Beach ARCHITECT CONTRACTOR OWNER 3948 Sunbeam Rd. Ste 8 800 Seminole Road Address Address Address Jacksonville, FL 32257 At:la _:ftm:ach FL 3223: � BBY BY / 0� ` DATE DATE DATE I X 71 AIA DOCUMENT G701 • CHANGE ORDER • APRIL 1978 EDITION • AfA® • © 1978 1. Changes per letter dated 8-27-96 items 1 thru 15 Credit ( $1,780.20) 2. Add closet between existing kitchen and dining area. Add $1,110.00 3. Install new VCT and base in existing kitchen Add $ 132.00 4. Replace door @ East end of existing hallway with door removed from existing bathroom. Add $ 65.00 5. Install new s.c. wood door in life guard office to replace damaged door. Add $ 122.00 6. Increase appliance allowance. Contract allowance $2,000.00—actual cost $2,161.95. See Setzer's invoices attached. Add $ 161.95 7. Extra cost to saw cut 4' wide opening in masonry wall with filled cells to be domolished between existing bath and hallway. Plans for existing building showed wall as a wood stud wall. Add $ 364.00 8. Extra cost to saw cut and break out existing slab for new bathroom. Plans for existing building showed floor as a 4" slab with welded wire mesh reinforcing. Actual slab was 6" with a double mat of 5/8" re—bar. Add $ 230.00 Total net add $ 404.75 ti HARRELL CONSTRUCTION COMPANY, INC. Aug. 27, 1996 City of Atlantic Beach 800 Seminole Road Atlantic Beach, Fl. 32233 Attn: Mr. Don Ford Re: Public Safety Addition/Renovations Dear Mr. Ford, The following are requested changes in the scope of work for the Public Safety Addition /Renovations. 1. Reduce wall heigth of ceramic tile in all bathrooms from 8'to 6' & substitute pre -fab shower for built -in shower. ($1,460.00) 2. Add closet in bathroom No. 1 $ 372.00 3. Add air handler closet. $ 480.00 4. Delete pantries in kitchen and add one built-in closet. ($ 352.00) 5. Add one (1) refri gerat:or - al 1 ow. $ 500.00 6. Furnish LP gas stove in kitchen in lieu of electric. (included in $ 00.00 allowance) 7. Add roof dormer /vent to East roof elevation. $ 560.00 8. Change 6070 door in masonry wall t o 3070. ( $ 194.00) 3948 Sunbeam Road. Suite. 8 • Jacksonville. Florida 32257 • (904) 268 -5518 • Fax (904) 262 -3414 page 2 of 2 9. Delete Two (2) 3068 doors in hallway. ($ 474.00) 10. Add door to Dorm Room. $ 237.00 11. Add door to closet in hallway. $ 237.00 12. Delete door from Mens Bath to Day Room. ($ 237.00) 13. Cabinets /Vanities (Allowance $4,550.00-Actual cost $3,393.00) ($1,157.00) 14. Temp. Power by Atlantic Beach ($ 225.00) 15. Relocate drinking fountain $ 165.00 ($1,548.00) Contractor OH &P 232.20 Total credit ($1,780.20) Upon acceptance of these proposed changes, a formal change order will be submitted. If you have any questions, please feel free to call. Sincerely yours, Harrell Construction Company, Inc. Ron Van Dyke Project Manager • SETZER'S SETZER'S PO BOX 24270 JACKSONVILLE, FL 32241-4270 JACKSONVILLE OCALA • / INVOICE NUMBER 8030 PHILLIPS HWY. 2535 N.E. 36th AVE. 371 v JACKSONVILLE, FL 32256 OCALA, FL 34470 • 0996 -3 (904) 731 -4100 (352) 732 -5486 INVOICE DATE �-`� q 09/10/96 RECEIVED TERMS: NET RECEIPT S E P 1 2 1996 OF INVOICE HARREELL COUNTY NUMBER: 1 BY: p HARRELL CONSTRUCTION CO. H L 3948 SUNBEAM RD 1 850 SEM I NOLE RD D SUITE 8 ATL BCH T JACKSONVILLE, FL. 32217 T O 0 SALESMAN' ORDER DATE ' PURCHASE<ORDER'NO: , 1: 15 . ` I'W O: NUMBER' F :-C ' ZIDA'PE+Sg1P,,Pttj I RatatIONIPADVAMON !CHI 07/26/96 3038E 09/05/96 AARON QTY. ORDER MODEL NO. DESCRIPTION SERIAL NUMBER 'MY -SHIP `QTY > /0,. I10NIT:RRICEN'' iMAIAtf WIMAMOUNPSO 1 DU- 800CWDI3 1 0 255.00 NET 255.0 WHIRLPOOL B/I DISHWASHER SERIAL # 12810 1 SF- 365BEY 1 0 '625.00 NET 625.01 WHIRLPOOL 31Z1" GAS RANGE r. S/C SERIAL * 49387 1 KCDB -250 1 0 65. 00 NET 65.0t KITCHENAID 1 /2HP DISPOSER SERIAL # 33102 1 H725 300 - 30 " COLOR 1 0 89.00 NET '' 89.0( RANGAIRE CONVERTIBLE DELUXE HOOD )01;_ CAT ?h -w, AMT Pto. Mgr, _ Super ITEM TOTAL 1034.0( GLH TAX 67. GL # Amt �-- -° Batch 1 . ,ck # Check Date TERMS: NET RECEIPT OF INVOICE. ACCOUNTS DELINQUENT ON THE 11TH OF THE MONTH FOLLOWING PAY THS INVOICE DATE ARE SUBJECT TO A 11/2% PER MONTH LATE CHARGE. APPROVED RETURNS ARE SUBJECT AMOUNT 1 10 1. TO A HANDLING CHARGE THIS SALES INVOICE IS SUBJECT TO ALL TERMS, CONDITIONS, AND PROVISIONS AS NOTED ON REVERSE SIDE OF SALES INVOICE -B ETZ E R ' S SETZER'S PO BOX 24270 JACKSONVILLE, Fl 32241 -4270 JACKSONVILLE OCALA INVOICE NUMBER 8030 PHILLIPS HWY. 2535 N.E. 36th AVE. 0996 - 33780 JACKSONVILLE, FL 32256 OCALA, FL 34470 (904) 731 -4100 (352) 732 -5486 INVOICE DATE ECEIVED 09/11/96 S E P 1 21996 TERMS: NET RECEIPT OF INVOICE HARRELL COUNTY NUMBER: 1 BY 0 HARRELL CONSTRUCTION CO. y H l 3948 SUNBEAM RD 1 850 SEMINOLE RD SUITE 8 P ATL BCH T JACKSONVILLE, FL. 32217 • T ATL BCH PUBLIC SAFET O O SALESMAN - ORDER DATE PURCHASEORDER•N0° :' 1 04EVIVCWiO1NUNIBERWt. `" `DA'T' SHIPPED t: WATOWSillOarAla. CHIP '07/26/96 31881 09/09/96 BOBBY OTY. ORDER MODEL NO. DESCRIPTION :; SERIAL NUMBER C . , . "'` `QTY; SHIP" ~OTYs'B/0 "I' :IUNIT.PtiICE ... frOVAMPUtingil 2 MRT18DNC 2 0 498.00 NET 996.0 FRIGIDAIRE 18' T /FREEZER REFRIGERATOR SERIAL # 13405 00792 6 .v1 -:■1 i..( (6) II: I Nr {t rls ?:Ir •;.•%!.16 :n' - ilr,rlc 109 q(00? CAT /c c AMT, PM"' Mgr. CAM r .. Qt # Amt ...........�.... -- Bath Batch Date_ Clock # _ � ___ Chrick Date_ • ITEM TOTAL 996.04 TAX 64.7• TERMS: NET RECEIPT OF INVOICE. ACCOUNTS DELINQUENT ON THE 11TH OF THE MONTH FOLLOWING PAY THS INVOICE DATE ARE SUBJECT TO A 1 1/2% PER MONTH LATE CHARGE. APPROVED RETURNS ARE SUBJECT AMOUNT 1060.7 TO A HANDLING CHARGE. THIS SALES INVOICE IS SUBJECT TO ALL TERMS, CONDITIONS, AND PROVISIONS AS NOTED ON REVERSE SInF r1F SAI FS INV(11(:F CHANGE Distribution to: ORDER OWNER ❑ ARCHITECT ❑ AIA DOCUMENT G701 CONTRACTOR El FIELD ❑ OTHER ❑ PROJECT: CHANGE ORDER NUMBER: F'OIJR (name, address) INITIATION DATE: 10 -02 -96 TO (Contractor): -- — 7 ARCHITECT'S PROJECT NO: FC ITY OF ATLANTIC BEACH 800 Seminole Road CONTRACT FOR: Atlantic Beach, FL 32233 CONTRACT DATE: 04 -04 -96 You are directed to make the following changes in this Contract: CONSTRUCT 6' X 11' CLOSET IN EXISTING SLEEPING QUARTERS ROOM #134 WITH 3068 DOOR. • Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Sum) )(:)(iXIXXX(X1)(NUEDOXOnangt was $ 190,219.00 Net change by previously authorized Change Orders $ 7, 992 . 75 The (Contract Sum)XCXEpCtmMtC1 CtXtppJCR4i;Dt prior to this Change Order was $ 198,211.75 • The (Contract Sum)X araXAV NdC I CN X IC)Xwill be (increased) klxgEgoxixIktimbxourt by this Change Order $ 79 . 00 • The new (Contract Sum) nxr ot,1} Xi ttJ(t }ci}{t) including this Change Order will be $ 199 007 . 75 • The Contract Time will be (increased) (decreased) (unchanged) by ( ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is • Authorized: Harrell Construct Co Inc City of Atlantic Beach ARCHITECT C NTRACT OWNER 948 Sunbeam Rd. Ste 8 800 Seminole Road Address Address Address Jacksonville, FL 32257 t - sl�� :e ' _23 BY BY BY -.d L�� %s / . DATE DATE D E / v / I ' 7 AIA DOCUMENT G701 • CHANGE ORDER • APRIL 1978 EDITION • AIA® • © 1978 0701 .-- -1070 H L I ' 2 . t t J Q U Z N U (Y) V U .:--; O J ¢ =Sa X11! 221 d Z c U To C:k ' \ z 1 = m0� 5 ;i . 0 p 0 d ¢i z ¢a 'Y • U 0 y - t w a u - W O N : _ w 1 \ m Q U) LL C? .J c U` m Z O p O v ra O V u. j F ii Q �1: d N �* t w ° — W Liu[, cc j V Ni W w C.) Z . a p ~ °o m c t el ‘'4' 'f'''*1 V LL J u u as - , -04,, a> 1 G Z C O N N Ei m 00 N m °) m j ma> ai O a s m C Oz m �i¢ c D i= � -i d V \ a W y ❑ " 1 T U CO Q d nEE j LL ❑ a U V a o ' _ o O V O a CD v iJ p \ E a Z 0 0- e L7 ❑❑ U. O Li - Z �/ m Q m a U m Q O 8 3a ? M LL m a - • � S O. W cc F LL V W W W W W. w� Z m t ( 1 i p o m m y E o r gi N e - to o o � c./ a CO !� 0 o 0 0 an d .� a� a> J o, U o i=¢ 3 m m mw. o N a Oz m LL¢S o c . _ • CITY OF "itieuttie &et - evcida 800 SEMINOLE ROAD ��= _ -- _ - -- - - -- - -- ATLANTIC BEACH. FLORIDA 32233 -5445 T TELEPHONE (904) 247 -5800 4 4t - _.; •: FAX (904) 247-5805 SUNCOM 852 -5800 MEMORANDUM April 28, 1997 To: Joan LaVake From: Don C. Ford0 Re: Paint Bids for Public Safety Building The following items should be included in the bid for the exterior stain and sealing of the Public Safety Building: 1. Page 1 and 2 of bid number 9697 -9 are included with this memo showing deletions /changes etc. 2. Required license is occupational license. 3. Section III added to specifications shows type of stain/sealer = specification sheets are included (M.S.D.S). 4. The total square feet of heated area is 4,996 and 2,750 porches and covered walkways. Please call if you have any questions. DCF /pah cc: City Manager _ CITY OF " Are4 aie Eeetd - 1'41uda 800 SEMINOLE ROAD ^�, .,_---- -_----- - -__-_ --- _ _ __ --_- -_ - -- - -. ATI .ANTIC REACH, FLORIDA 32233 -5.135 ,?. TELEPHONE (904) 247-5800 • ` FAX (904) 247 -5805 March 6, 1997 CITY OF ATLANTIC BEACH INVITATION TO BID BID NO. 9697 -9 NOTICE is hereby given that the City of Atlantic Beach, Florida, will receive sealed bids in the Office of the Purchasing Agent, 1200 Sandpiper Lane, Atlantic Beach, Florida 32233, until 1:00 PM, Thursday, March 27, 1997,,: 0. FAINT AT.:T:z :A T13•:PT� #I,I:C .SAFE.: I A: �vz :Il?F = E..A ; >.QU S D E. The bids will be publicly opened and read aloud immediately after 1:00 PM at City Hall Commission Chamber, 800 Seminole Road, Atlantic Beach, Florida. BIDDERS ARE REQUIRED TO PERSONALLY INSPECT BOTH FACILITIES AFTER RECEIPT OF THE BID PACKAGE, AND PRIOR TO SUBMITTING BID. Bids shall be enclosed in an envelope endorsed "BID NO. 9697 -9 - PANT CITT HALL.AI'D.sPIBI C:.SA ET :.::$UILD :..INSIT).E AND:.:O "STIE, T0- >: :: #P ED AFTER 1:00 PM, THURSDAY, MARCH 27, 1997." Bid Forms, and information regarding the bid, may be obtained from the Office of the Purchasing Agent, 1200 Sandpiper Lane, Atlantic Beach, Florida, telephone (904) 247 -5818. DOCUMENTS REQUIRED TO BE SUBMITTED IN BID PACKAGE AT BID OPENING: 1. Bid Bond in the amount of 5% of the bid. 2. ORIGINAL Insurance Certificates (copies or Xeroxes are UNACCEPTABLE), naming the City of Atlantic Beach as Certificate Holder, showing they have obtained and will continue to carry Workers' Compensation, public and private liability, and property damage insurance during the life of the contract. 3. References testifying to the quality of work. 4. Proof of Contractor's Licenses (copies ARE acceptable). 5. Signed copy of Document Requirements Checklist. Bid prices shall remain valid for sixty (60) days after the public opening of the bids. Goods and services proposed shall meet all requirements of the Ordinances of the City of Atlantic Beach, Florida. The City of Atlantic Beach reserves the right to reject any or all bids or parts of bids, waive informalities and technicalities, make award in whole or part, with or without cause, and to make the award in what is deemed to be in the best interest of the City of Atlantic Beach. Goods and services proposed shall meet all requirements of the Ordinances of the City of Atlantic Beach. Page 1 BID NO. 9697 -9 - PAINT ■UBLIC SAFETY BUILDING, OUTSIDE PAINTING SPECIFICATIONS: SECTION I SURFACE PREPARATION EXTERIOR SURFACES :1 A. All surfaces to be painted All surfaces must be cleaned thoroughly to a sound substrate by power washing. Remove all blistered, peeling and scaling paint to a sound substrate by scraping, sanding, and wirebrushing. Where substrate is exposed, spot prime with the appropriate primer. All loose or split caulking, putty or glazing compound is to be removed. Mildew must be removed by scrubbing or power wash equipment, using a commercial mildew wash. B. Wood - to be stained (shakes and shingles): Previously stained or unstained weathered surfaces must be aggressively cleaned with power wash equipment using a commercial mildew wash. All discolored wood must be bleached to restore to natural color. All loose or split caulking is to be removed and replaced. Particular attention should be given to overhead surfaces such as eaves and overhang ceilings. Caution: Follow manufacturer's directions; use rubber gloves, work goggles, and protective clothing. Loose or warped siding and shingles should be nailed flush with the surface using coated nails. C. Masonry - Poured /Precast Concrete: (Columns) All surfaces must be treated for mildew and dirt by applying a commercial mildewcide wash formulated for this purpose and thoroughly rinsing with a power washer. CAUTION: Follow manufacturer's directions; use rubber gloves, work goggles, and protective clothing. Removing all peeling and scaling paint to a sound substrate by hand scraping, use of mechanical grinders or with high pressure spray equipment. Multiple coats of paint that are in advanced state of deterioration and prior applications of cement based paints must be removed by the use of mechanical grinders or hand scraping. All structural cracks and crevices are to be filled with appropriate patching compounds. Old cracked and loose caulking is to be removed and replaced with a high quality caulking compound. Spot prime surfaces that exhibit chalking as needed with Alkyd Masonry Sealer. Weathered, unpainted masonry must be free of dirt. grease and oil. Badly weathered concrete, brick or other masonry surfaces must be power washed. Page 2 BID NO. 9697 -9 - PAINT CITY HALL AND PUBLIC SAFETY BUILDING, INSIDE AND OUTSIDE FINISH SCHEDULE EXTERIOR SURFACES RETE (Columns) F -t Finish / d Modif'ed Vinyl Acrylic Latex Spot Prim- It. , acrylic Pr' mer Fini : 1 coat ' _ 1'itic Latex House Paint. W001 - STA NED (s akes Illiw . Sem' -Tra - parent . . I tai _ -. �, .._ '' - S -WKITF_2 Prim,...„-. •ini.sh: wo coats Semi Transparent Stain- 11 - , , AT SECTION II - PROTECTION OF LANDSCAPE AND ENVIRONMENTALLY SENSITIVE AREAS. All landscaped areas will be covered with suitable tarps to protect from all products that are considered hazardous to plant and animal life. Areas next to a body of water will be protected to prevent runoff or overspray into these areas. In the event of contamination of any body of water, the contractor shall be responsible for notifying the owner and all state and federal agencies responsible for water pollution control. . • II - IiERIOR SURFACES 11 su fac ust be cl -an = . 1 scratches, holes, d b emishes must be satchel and . 44041:7- s - : sot -prime all areas as n ed -. with Benjami oor- ' -.a First Coat Latex Primer or equ. . =ss1 two oats Benjam's .ore Regal Aqua Glo Latex Semi -Gloss Enamel, or equal, to mat • - sting colors on all surfaces. n S sv E <Tto j-1.1 J 'C 1 — ,tk 71_.„.a,J t � rn00leWOOO Fi &iS - r4N4 PRE ScRuo -r (0/ d EP o 2 c 9cvo4 L - t_ , v - - hro re-- ; i r-t O O i2 C ( 0 L. . 7"E y l ou.s 6- 1 ) - g (Al - C lY�4ic coy{ , ' /,E d y 6 - �'G — 6S77 uT0 1‘ - ) 6 " /A. Epc L TO P ,l /N 4 iS 77: - ".p - 5 ' le A (L- 6F 4 fN oR <? ,5y T7`c C rry or" 04-? dt -N17 c- 3 •rA-c fr 6 (=00tC• / -d / 7 / N 0 A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. (Section 287.133(2)(a), FLORIDA STATUTES.) Joan LaVake Purchasing Agent * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * BID NO. 9697 -9 - PAINT CITY HALL AND PUBLIC SAFETY BUILDING, INSIDE AND OUTSIDE SUBMITTAL: BY BIDDER BUSINESS ADDRESS SIGNATURE CITY, STATE & ZIP CODE TITLE DATE: BUSINESS TELEPHONE CITY OF ATLANTIC BEACH DOCUMENT REQUIREMENTS CHECKLIST 11 BID BOND (if required on this project). /1 ORIGINAL Insurance Certificates (copies or Xeroxes are UNACCEPTABLE), naming the City of Atlantic Beach as Certificate Holder, showing they have obtained and will continue to carry Workers` Compensation, public and private liability, and property damage insurance during the life of the contract. // References testifying to the quality of work. r Occo 4 141 rioruA`- // Proof of Licenses (copies ARE acceptable). // This checklist, signed and dated by contractor or agent, and specifying bid number. The above requirements have been noted and are understood by contractor. SIGNED: (Contractor or Agent) DATE: BID NO.: MATER I A L SAFETY DATA SHEET Rev 09600.02B For Coating, Resins, and Related Materials NF'CA 1 -94 MANUFACTURER'S NAME EMERGENCY TELEPHONE NO. BENJAMIN MOORE ? CO. 800- 424- 9300 (CHE"iTREC) `71 CHESTNUT RIDGE RD. MONTVALE, NJ 07645 DATE OF PREPARATION INFORMATION TELEPHONE NO 25-JUN-90 X73 --- _-- ___ - __ SECTION I - PRODUCT ID _ _. HIS CODE SARA TITLE 312 PRODUCT COD +E f 096 1 _ _ , Acute: NO ! CL ASS: WATER THINNED PAINT 1 H :eH.1th; 1 1 Chronic: NO 1 `'i A ll E :� E"#;F L : {; �;t j j"�S:: iH ii Flammability: - ! 1 F ' ; a r + K�'� � � '.Yl:•fT I}•r.r •'........ • : :��s %� >: i _ 1 � Na .:01M: :;: 1 Reactivity: 0 1 I Ft ,, suie. NO COLOR K ALL 1 Personal Prot.: 81 1 React; NO i SECTION II - HAZARDOUS INGREDIENTS INGREDIENT MAX PCT CAS NO. TLV PL.._ STEL CEIL i' ! , - TEMP Zinc Oxide (f *3n) 2.6 1314132 l0fnq /n3 1Omg /m3 N/A Hydrous Alum Silicates 8.8 1332587 10mg /m3 1Omg /,m3 N/A (f*) Titanium Dioxide (f*n) 22,6 13463677 10ng /m3 10;m /m3 NIA Carbon Black (f *n) 2.3 1333864 7mg /n3 3.5mg /rn3 N/A Iron. Oxide (f *n) 12.0 1309371 5mg /m3 IOmg /m3 N/A Pclychloro Copper 1.9 1328536 lmg/m3 1mgm.3 1' /A F'hthaiccyanine (f *3) f Federal Hazard List Hazardous only as dust when product is sanded. 3 Sect. 313 of the Emergency Planning &: Community Right - -To -Knew Act of 1986 and of 40 CFR 372 n New Jersey Label Law hazardous chemical _RF9':TTrI ITT - PWPIr.at nLaT© - _- _-.---- ._.------ •- -_ -..__ ^EXPOSURE - CHRONIC: - Prolonged or repeated exposure may cause dermititis. xeports have associated permanent brain and nervous system damage with repeated, '^onged overexposure to solvents amc persons enoaged in the painting trade, intentional misuse by deliberately concentrating anc inhaling the contents may be harmful or fatal. 27-JUN-90 M.S.D.S. for 088 Rev 02800.02B Page 2 MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: None expected when used in accordance with Safe Handling and Use Information (Section VIII). PRIMARY ROUTE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDURES: Inhalation - Remove from hazard area maintain breathing, call physician. Skin Contact - Remove with soap and water. Eye Contact - Flush immediately with large amounts of water. Call physician. Ingestion - Drink 1 or 2 glasses of water to dilute. Do NOT induce vomiting. Call physician. ================ _==___--__---=======_______= SECTION VI - REACTIVITY DATA STABILITY: STABLE HAZARDOUS POLYMERIZATION WILL NOT OCCUR HAZARDOUS DECOMPOSITION PRODUCTS: Burning may produce carbon dioxide and carbon monoxide. CONDITIONS TO AVOID: Elevated temperatures and build up of vapors. INCOMPATIBILITY (MATERIALS TO AVOID): None reasonably foreseeable. _____====_ == ___-___======== SECTION VII - SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Remove all sources of ignition. Avoid breathing vapors. Use non-sparking tools to return materials to container. Absorb residue with Fuller's earth. WASTE DISPOSAL METHOD: Conventional procedures in compliance with local, state and federal regulations. Do not incinerate sealed containers. SECTION VIII - SAFE HANDLING AND USE INFORMATION --------- RESPIRATORY PROTECTION: Use NIOSH approved respirator specified for protection against paint spray mist, sanding dust and organic vapors in restricted or confined areas. VENTILATION: Adequate to maintain working atmosphere below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentrations). Mechanical exhaust may be required in confined areas. Discharge exhaust only in area away from ignition sources. PROTECTIVE GLOVES: Solvent impermeable gloves are required during repeated contact. EYE PROTECTION: Splash goggles or safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Clothing adeouate to protect skin. HYGIENIC PRACTICES: Remove and wash clothing before reuse.. Wash hands before eating, smoking or using the washroom. ___ = __________ SECTION IX - SPECIAL PRECAUTIONS --------------- _- _ -__ __________=_____=== PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Combustible - Keep away from heat and flame. OTHER PRECAUTIONS: Use only with adequate ventilation. Avoid prolonged contact with skin and breathing of vapor spray mist or sanding dust. Close container after each use. Keep out of reach of children. Do not take internally. MATER I AL SAFETY DATA SHEET Rev 0880.028 For Coating, Resins, and Related Materials NF'CA 1-84 MANUFACTURER'S NAME EMERGENCY TELEPHONE NO. BENJAMIN MOORE & CO. 80 0-424-9300 4 -9300 (CHEMTREC ) 51 CHESTNUT RIDGE RD MONT'VALE, NJ 07645 DATE OF PREPARATION INFORMATION TELEPHONE NO. 27 .JUN - 90 201 573 - 9600 SECTION I - PRODUCT ID HMIS CODE SARA TITLE 312 PRODUCT CODE: 029 I 1 I Acute: NO ' CLASS; SOLVENT THINNED PAINT I H_•alth: 1* 1 ? Chronic; YEP 1 i ilifOit cii :' tit## itttAgN£3J# 1 Flammability: 2 I ? Fire; YES q .: R 3 .. Reactivity: • 3 I NO I ...... ��€ �: �` �...; :w::��:`k�:W��:::;��F::��l�: >;. 1 acti'di , , t_ Pressure: ess:.il "e: l�du COLOR: ALL . I Personal Prot.; I I React. NO I _ - -�- - - -- ______________ SECTION II - HAZARDOUS INGREDIENTS INGREDIENT MAX POT CAS NO. TLS:' F'EL STEL CE?_ MM H; TEMP Stoddard So (fn) 57.9 8052413 i00ppm 100ppm 2.0 9 20 J. f Federal Hazard List n New Jersey Label Law hazardous chemical SECTION III - PHYSICAL DATA BOILING N 3! 3 - 2 - 85 VAPOR DENSITY: NS T HEAVIER I EI' i 3 WEIGHT GHT r. G GAL: 1 - 7.1 RANGE: x� _ ._ F dAF :�. Chi �.T'`�: H AJ�c,i TH N AIR �,EIu R ��+s..; �. :n R t'IiO\ RATE: THAN ETHER �, VOLATILE E Vf'. : E_ 6 -' EVAPORATION n.ATE: SLOWER I Nhv E;. �. ,. v �L�: ;.;_c .L:LL;M_. .6 62. 6 - ---------------- SECTION IV - FIRE AND EXPLOSION HAZARD DATA D.O.T. FLAMMABILITY CLASSIFICATION; COMBUSTIBLE F POINT: 111 F FM Cr LEL: 1.0% EXTINGUISHING MEDIA: FOAM CO2 DRY CHEMICAL WATER FOG: UNUSUAL FIRE AND EXPLOSION HAZARDS: Closed containers may burst if exposed to extreme heat or fire, Toxic gases may form when product burns. • SPECIAL FIREFIGHTING PROCEDURES: Do not use water stream on burning 1iduid. Cool exposed containers with water. Use self - contained breathing app_;'atu.s. SECTION V - HEALTH HAZARD DATA EFFECTS OF OVEREXPOSURE - ACUTE: Inhalation - Harmful if inhaled. May affect the brain or nervous system, causing dizziness, headache or nausea. Contact -- Causes eye irritation. Contact - Causes sKin irritation:, _ InQertion - Irritation of the digestive tract and vou.s st 1pres:'1 (droinesa, 25-JUN-90 M.S.D.S. for 096 Rev 09600.02B Page 2 Skin and Eye Contact - Primary irritation. Ingestion of large amounts could cause serious injury. EFFECTS OF OVEREXPOSURE - CHRONIC: None Known MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: None expected when used in accordance with Safe Handling and Use Information (Section VIII). PRIMARY ROUTE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDURES: Inhalation - Remove to fresh air . � Get medical help for any breathing difficulty. Eye Contact - Flush thoroughly with water. Call physician. Skin Contact - Wash with soap and water. Ingestion - Drink 1 or 2 glasses of water to dilute. Do NOT induce vomiting. Call physician. ----------- _=__ -___==-__--_-_==___ __-_-===__-_ -_ __ - ___ - = SECTION VI - REACTIVITY DATA _____========= STABILITY: STABLE HAZARDOUS POLYMERIZATION WILL NOT OCCUR HAZARDOUS DECOMPOSITION PRODUCTS: Burning may produce carbon dioxide and carbon monoxide. CONDITIONS TO AVOID: Elevated temperatures INCOMPATIBILITY (MATERIALS TO AVOID): None reasonably foreseeable. _ --- SECTION VII - SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Flu with water. Absorb with sawdust or rags. WASTE DISPOSAL METHOD: Conventional procedures in compliance with local, state and federal reglations. Do not incinerate sealed containers. SECTION VIII - SAFE HANDLING AND USE INFORMATION RESPIRATORY PROTECTION: Use NIOSH approved respirator specified for protection against paint spray mist and sanding dust in restricted or confined areas. VENTILATION: Adequate to maintain working atmosphere below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentatinns). Mechanical exhaust may be required in confined areas. PROTECTIVE GLOVES: Waterproof during repeated contact. EYE PROTECTION: Splash goggles or safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Clothing adequate to protect skin. HYGIENIC PRACTICES: Remove and wash clothing before reuse. Wash hands before eating smoking or using the washroom. _ _ SECTION IX - SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Do not throw or drop containers. OTHER PRECAUTIONS: Avoid contact with eyes and prolonged contact with skin or breathing of spray mist or sanding dust. Close container after each use Keep out of reach of children. Do not take internally. N/A VAPOR DENSITY: HEAVIER THAN AIR WEIGHT PER GAL: 9.0 - 10.G •IUN RATE: SLOWER THAN ETHER % VOLATILE VOLUME: 61.3 - 69.0 _-- ._ _ SECTION IV - FIRE AND EXPLOSION HAZARD DATA _==========___ FLAMMABILITY CLASSIFICATION: NOT REGULATED FLASH POINT: >250 F PMCC LEL: Not Applicable EXTINGUISHING MEDIA: FOAM CO2 DRY CHEMICAL WATER FOG UNUSUAL FIRE AND EXPLOSION HAZARDS: Closed containers may burst if exposed to extreme heat or fire. Toxic gases may form when product burns. SPECIAL FIREFIGHTING PROCEDURES: Cool exposed containers with water. Use self-contained breathing apparatus. ---- ---=------ - -==-------=----------= ----============= SECTION V - HEALTH HAZARD DATA _ EFFECTS OF OVEREXPOSURE - ACUTE: Inhalation - Irritation of the respiratory tract. • CITY OF r 4f.tic t eae4 - 96Nteeta 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5455 TELEPHONE (904) 247-5800 FAX (904) 247 -5805 March 9, 1995 M E M O R A N D U M To: Jack Baldwin From: Don Ford Re: Public Safety Building Jack, this is a copy of elevations to show proposed roof over for the sally port. The plans will have to be sealed by an engineer or architect before we can begin construction. DCF /pah mil , I I '1 c 4 c" I ....'"...-"- 0 1 ' 11 i 1 / I % 1 i y I (5 li S ! ' t F F pi 2 . . D ‘.. ! ;■- - -- \ al nt - rrf ' . • t, 0 --- - \ I r '+. 1 ■ . . ... ' I I Agnillil '/ 1 . . 1 . . . I ' I • 1 1 ali hT .,, _t__., _ 1 i // i; , i 1 1 : , ,, I o I 111 ...k z ... (-, .___. , . , 1 I t i 1 : • . I 1 h ' I I OW r a AM, I • ' l air 1 . , . 1 ' 0 - I Nor 11 1,. ' . . ii r ■3 , : ■ ' 1 i 11 I 11 , 1 jN i 1 , I 1 1.\\; i , 1 i ..-...1... . 1 I I • i ■ . -...:.- _ - i 1 .-. I T":7 • . •I . . .... ,. .... \ . • 1 1 ."-"=-_-_- •\ \ t • I \t'f I 1 . CITY OF ATLANTIC BEACH, FLORIDA Approv.d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_, 41 19 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 ATLANTIC BEACH ORDIN CES. A ELECTRIC FIRM: MASTER ELECTRICIAN SIGNATURE / j JOURNEYMAN XlJ/� 1 �° , d L .�'t". 3/ j `/ So .54 / fr L RFD �llP NAME - _ ADDRESS: • BLDG. SIZE ,A71414.-le--- t IC 771-770i" BETWEEN: /.vo /e fed RES. ( ) APT. ( ) COMM. ( ) PUBLIC INDUS. ( ) NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0 -1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS ■ MISCELLANEOUS J/V Si 4U_. -- /hn n/ D v r -n oc TRANSFORMERS: UNDER 600 V. OVER 600 V. i NO. KVA ' NO. KVA N0. NEON TRANSF. r NO. ( MA. MOTOR SIZE SWITCH FLASHER EACH SIGN l ---� i I FORWARDED • 4 $ TOTAL FEES ° rte t. r iliga ; . � ' 4 I 1, ,,,,...,...._.,, fim . ikilli":711,111111...i 4 6 ,, r' I s 8 ,,,,,---- .,., ...„-- , ' 7s . s + 4 7�SrV' 4 gy p. ". z � srra� � � ,�. " * '@'"�" ' 1 ' .'.,,,,,,,, i ,. . . " eat. .. $. hi 8 f WOMAT9 i . 1 \ 4- u 1. r ' c 1 ^{�' „� , I � W, ' • . , ' , imrc- a '� ( 1 . Y'' . fir A� 1 p 4 $ v a ° y , �'' ' -,Ar.,',.7:,....",'-1.:" .''+' - - , Y 4 > , ...',.k , , ' - ",,')111$71' .07. , " 7 ' . '. ' , - '-..* 4.;i---'''k f ii • i x N ott,..,, 4 -,.""'"mow,..,..,.,_ v s ' / „or • , , : 171_' A . e A „ . ` ..1 ', r c} • f,t°+r 4 ,�y a.....1, s., •'^._°. ra* r� • 4 � \ . ._yes - vy. n c . w 4 ` e .t ` 3 i s . ` a- � ,4 ,e. ' ,,.•s 0 i .yak . , k • . �` wi g �� , 9 fi " ''# . . g .. .N' ', " *� -r F t , ^ARs ' ... _..i•ki 'r'z ' t '101, 4.P'. R ... .tale,° .. rb. . ._ w`.'' '44 F , a. x �� `Tx .�' eye �_ � mt � ,rr • 3 �..4, r , ``Sit' . , w:".-4.,-...,f,,. � � A ,;;fir , kt r : Via,: � ... � ..+. < �'re : ,*k ,.— .. ` an; -a a � } � .... v , n. ." 4 ' ■ • • • '':: of t. a