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Permits 1735 Beach Ave ADDRESS_ BUILDING PERMIT NUMBER INSPECTIONS FOOTING. SLAB FRAMING_ COVER UP INSULATION_ FINAL BUILDING CERTIFICATE UCC ELECTRICAL PERMIT # INSPECTIONS ROUGH ;060e-- Z/Soj MECHANICAL PERMIT #---3(5 PLUMBING PERMIT NOTES: 04"'—W1M0-) 1e66— P001 17 y1 CITY OF ATLANTIC BEACH { s 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028908 Date 8/23/04 Property Address . . . . . . 1735 BEACH AVE Tenant nbr, name . . . . . . REPLACE WATER HEATER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ - ------------------------ LANE, III , EDWARD ATLANTIC COAST PLUMBING & TILE 1735 BEACH AVENUE 323 9TH AVENUE NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-5381 ---------------- ------------------------------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL t�„,,;�r CITY OF ATLANTIC BEACH ,S r ti PLUMBING PERMIT APPLICATION Property Address: Owner: l� _. Telephone#: _�� '��J � Contractor: 1G°�S �� Q2� 1 el , one #• Contractor Address: �a T—,�—__�G _ Fax tk - I In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in j accordance with the attached plans and specifications which are a part hereof and irk accordance with the Cite o'Atiamic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtwes must be in accordance with, the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site. Q New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine _ Lavatory Water E i Sewer Water Heaters i Other Fees -- Permit Issuing Fee: $35.00 7 Total Fixtures: X $7,00 + $35.00 ��t � 2 0 r 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845 . http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 03-00027408 Date 12/15/03 Property Address . . . . 1735 BEACH AVE Tenant nbr, name . . . REPLACE AIR HANDLER Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - --- -- ----- - - --- - --- ---- - - -- - - - - - - -- - - - -- -- - - - -- LANE, III , EDWARD OCEAN STATE HEAT & AIR 1735 BEACH AVENUE 1476 ATLANTIC BLVD . ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------- - ---- - --- ---------- - -- -- --- -- - - -- - --- - --- - ---- - -- --- - - --- - - - -- ---- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - ----- -- -- ---- --- -- - ------- ---- - - -- -- -- - -- ----- - ----- -- -- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 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. DING OFFICIAL CITY OF ATLANTIC BEACH r03 y ' MECHANICAL PERMIT APPLICATION F.ice MSf. SWilt Date: Property Address: i Owner: Telephone#• — Contractor: ()C,()af 1!R C– Telephone #: 2dlq' gZS Contractor Address: -147(n 0TWn-V [Vd , Fax#:C4 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 and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric IV. ❑ Gas: !LP Natural —Central Utility ElOil 8 ❑ Other–Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed Xentral Floor Residential ❑ Air Conditioning: _Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm M ❑ Fire Sprinklers:Number of Heads 1f" Existing Building ❑ Elevator: __ Manlift Escalator. (Number) Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) D New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.attantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026463 Date 7/09/03 Property Address . . . . . . 1735 BEACH AVE Tenant nbr, name . . . . . . RE-PIPE 26 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LANE, III, EDWARD ATLANTIC COAST PLUMBING & TILE 1735 BEACH AVENUE 323 9TH AVENUE NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-5381 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 217 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 217 . 00 217 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 217 . 00 217 . 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date:— o3___ --- Job Address- Owner of Property. Telephone: -�EWA�_, Plumbing Contractor: Lm_za Contractor's Address: Telephone: a Fax: State License Number: How many of the following fixtur (re-piped o new): __a,_Slnks _Showers --waler Lavatoly �L—Water Heaters q - Hose Bib __Bathtubs L_Dishwjshers _--sewer Urinals —Disposals -Other closets k Washing Machine Showor Pans floor Drains L—Re-Pipe (List fixtures being re-piped), Total I Fixtures- qL1 x $7.00 + $35 0 190 , 0 (Minimum Pormit Fee- 535.0t)) Signattire of Contractor: installation of plumbing and fixtures must be in accordance. v\,;th the most recent -:dltlon of the Southern Standard Plumbing Code. Call a day ahead to schedule inspcetions-. (904) 247-5826 800 Seminole Road - Atlantic Beach, Florida 32'133-5445 Phone: (904)247-5800, Fax: (904)247-5845 , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026179 Date 5/30/03 Property Address . . . . . . 1735 BEACH AVE Application description . . . MECHANICAL ONLY Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- --- - ------------------ ------------------------ LANE, III , EDWARD OCEAN STATE HEAT & AIR 1735 BEACH AVENUE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 107 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 107 . 00 107 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 107 . 00 107 . 00 . 00 . 00 3 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. BUILDING OFFICIAL rVU0OZ'1 `11 CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION o 3 t. �0 �c"t`� Date: /3o Owner of Property: Job Address: Q Contractor: Cceal� Q C 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 and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. �ype of heating fuel: B. Electric— IS OTHER CONSTRUCTIQIIF�EING DONE ON THIS ❑ Gas: LP _Natural _Central Utility BUILDING OR SITE? � ❑ Oil ❑ Other–Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED Residential or Commercial ❑ New Building (Provide complete list of componer4son back of this form) Existing Building Heat _Space _Recessed Central _Floor Replacement of existing system Air Conditioning: Room Central New Installation(No system previously installed) Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity cfin E3Other-Specify O Refrigeration ❑ Cooling tower: Capacity gam ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator_ (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency u- ZTC 3(U o 4c., HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number ManufacturerCapacity Approving (BTU),/J Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. A enc 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• htta://www.cLatlantic-beach.fl.us 1/14/03 Q J WATER MAIN EXTENSION AGREEMENT THIS WATER MAIN EXTENSION AGREEMENT made and entered into this day o f Z;5r— e 1992, by and between THE CITY OF ATLANTIC BEACH, FLORID 800 Seminole toad, _Atlantic .Beach, Florida, 32233 (the "City" ), and Edward W. - Lane,- III and Barnwell, E. Lane, his wife, 1735 Beach -Avenue, Atlantic Beach, Florida, 32233 (collectively, the "Owner" ) . W I T N E S S E T H: Recitations: ( i ) Owner owns the real property located in Atlantic Beach, Duval County, Florida (the "Owner' s Property" ) located at 1735 Beach Avenue, Atlantic Beach, Florida, and more particularly described in Exhibit "A" attached hereto. (ii) Owner wishes to extend a public water main from its present location near the intersection of 18th Street and Beach Avenue, along Beach Avenue to the Owner' s Property in order to obtain public water utility service (the "Main Extension" ) . (iii ) The Main Extension will pass adjacent to and in front of several parcels of real property ( "Intervening Parcel"; collectively, "Intervening Parcels" ) more particularly described in Exhibit "B" attached hereto. ( iv) The Intervening Parcels currently have no public utility service, and the Owner wishes to be reimbursed by the owners of the Intervening Parcels when and if any owner hooks up to the Main Extension. (v) The City, having found that it is in the best interest of the citizens of Atlantic Beach for private persons to extend .,public utilities at their own expense, has agreed to assist the Owner in obtaining reimbursement from the owner of each Intervening Parcel on an equitable prorate basis at such time and in the event the owner of such Intervening Furcal hooks up to the Main Exten- sion, and for that purpose enters into this Agreement with the Owner. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged by the parties, the Owner and the City, each with the other, agree as follows: 1 . The foregoing recitations of fact are true and correct. 2. Construction of Main. The Owner shall, at Owner's sole cost and expense, construct the Main Extension from its current location to the Owner' s property in accordance with all_ appiicable laws and regulations, , and shall obtain all necessary permits for _ the construction and operation of same. The Owner' s work shall commence within one hundred nighty- ( 180) calendar days ofthe-date of this Agreement and, i f- such work is not commenced within -that time, or if the work when commenced is suspended, abandoned or not in active progress at any time for a-"-period of 180 calendar days, - then any obligations, duties or refundt of the City arising out of or prescribed by this Agreement shall be null and void and unenforceable. For purposes of this section, work' shall be considered to have commenced and/or be in active progress when a full complement of workmen and equipment is present at the site to diligently pursue construction of the Main Extension throughout the day on each full working day, weather permitting. 3. Property of City Upon Completion. upon completion of the construction of the Main Extension, and subject to the City' s acceptance, it shall become the property of the City. Owner agrees to execute such documents or instruments as may be reasonably requested by the City including, but not limited to, a bill of sale and/or quit claim deed evidencing the conveyance of the Main Extension to the City. 4. Inspection. The City shall have the right to refuse to accept the Main Extension until it has passed tests arranged by the City or those required by any agency or, governmental body having jurisdiction over such improvement, in order to determine whether the Main Extension is constructed in accordance with the approved engineering plans and specifications. 5. Reimbursement of Costs of Owner. The City, as a condition to permitting the owner of any Intervening Parcel to hook up to the Main Extension, shall require from such owner a signed, sealed release, evidencing satisfactory reimbursement having been made to the Owner for that Intervening Parcel, owner' s prorata share Of the cost of construction. These costs of construction shall include both hard and soft costs. The amount of reimbursement shall be calculated on a front-footage basis measured along the right-of-way of Beach Avenue in an amount not to exceed 824. 60 per front foot of each Intervening Parcel. The reimbursement provision herein shall expire five ( 5 ) years from the date of execution of this Agreement, and the City agrees not to permit Intervening Parcel owners to connect to the Main Extension before the expiration hereof without the signed, sealed release of the Owner showing receipt of the Intervening Parcel owners prorata share of the construction costs. A 2 a 6. No Precedent. The provisions of this Agreement shall not be construed as establishing a precedent in connection with the amount or basis -of reimbursement to be, made to the Owner, or of any of the other terms and conditions- of this Agreement, and the City reserves the right to make such agreement with private owners as it may' deem necessary and .degirable bn -a case-by-case basis. 70Recording. This Agreement is being recorded in the public records of Duval County,- Florida, for the particular purpose of placing the owners of all Intervening Parcels, their successors and assigns, upon notice of the provisions herein contained, and the same shall be deemed covenants running with the Intervening Parcels. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written. In the Presence of: (Print N.M.) Edward W. Lane, III (Print Nae*) Barnwell E. Lane "OWNER" THE CITY OF I,ANT EACH, FLOR DA .�vc Ry (Print Na®el (Print ap) Its; "CITYn (Print Naas) 3 r i J STATE OF FLORIDA COUNTY OF DUVAL. The foregoing instrument was acknowledged before me this day of - , 1492, by Edward W. Lane, III and Barnwell E. Lane, his wife. They are personally known to me or have produced as identification and did (did not) take an oath. (print me") Notary Public, State of Florida My Commission expires: STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this Z4 day of , 1992, by ' as ^ 0THE CITY OF ATLANTIC BEACH, a municipal corporation, on behalf Of the corporation. He/she is personally known to me or has produced as identification and did (did not) take an oath. 444 (Print Name) ";NotatPtMlic, State of Florida , -My, Commission expires: NOT7.4Y PU3LiC 'M.T; PLC"IDA %Ci,'Try. G.iillit;:r ii17U 'i��:.1:';� .iYiJ♦ 41711. e 4 ::\VSZAZ\XWL\nrioCa.WKA LD JENSEN & HOU ATmmm 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 14, 1992 - Edward E. Lane, III, Esquire 200 West Forsyth Street, Suite 1600 - Jacksonville, Florida 32201 Re: Water Main Extension Agreement Dear Edward: I am returning herewith both original counterparts of the Water Main Extension Agreement which have been fully executed by the City and properly witnessed and notarized. I understand you and Barnie will be executing both of these documents and returning one of the originals to me. I further understand you will then be recording the original Agreement and after receipt of the recorded document back from the Clerk's office, you will provide me with a copy of that recorded document. --~' I appreciate your patience and assistance in getting this matter completed. I look forward to hearing from you in the very near future. Thanks. Very truly yours, an C. nsen ACJ/f dp Enclosures cc: Kim Leinbach, City Manager George Woorley, City Planner WATER MAIN EXTENSION AGREEMENT THIS WATER MAIN EXTENSIONAGREEMENTmade and entered into this day of CLQ 1992, by and between THE CITY OF ATLANTIC BEACH, FLORID , 800 Seminole .-Road, Atlantic Beach, Florida, 32233- (the-- "City" ) ; -and Edward_W. Lane, III and Barnwell E. Lane, his wife, 1735 Beach- Avenue, Atlantic Beach, Florida, - 32233 (collectively, the "Owner" ) . - W I T N E S S E T H: Recitations: ( i ) Owner owns the real property located in Atlantic Beach, Duval County, Florida (the "Owner' s Property" ) located at 1735 Beach Avenue, Atlantic Beach, Florida, and more particularly described in Exhibit "A" attached hereto. ( ii ) Owner wishes to extend a public water main from its present location near the intersection of 18th Street and Beach Avenue, along Beach Avenue to the Owner' s Property in order to obtain public water utility service (the "Main Extension" ) . ( iii) The Main Extension will pass adjacent to and in front of several parcels of real property ( "Intervening Parcel"; collectively, "Intervening Parcels" ) more particularly described in Exhibit "B" attached hereto. ( iv) The Intervening Parcels currently have no public utility service, and the Owner wishes to be reimbursed by the owners of the Intervening Parcels when and if any owner hooks up to the Main Extension. (v) The City, having found that it is in the best interest of the citizens of Atlantic Beach for private persons to extend public utilities at their own expense, has agreed to assist the Owner in obtaining reimbursement from the owner of each Intervening Parcel on an equitable prorata basis at such time and in the event the owner of such Intervening Parcel hooks up to the Main Exten- sion, and for that purpose enters into this Agreement with the Owner. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged by the parties, the Owner and the City, each with the other, agree as follows: 1 . The foregoing recitations of fact are true and correct. 2. Construction of Main. The Owner shall, at Owner' s sole cost and expense, construct the Main Extension from its current location to the Owner' s Property in accordance with all applicable laws and regulations, and shall obtain all necessary permits for the construction and operation of same. The Owner' s work shall commence within one hundred eighty ( 180 ) calendar days of the date - of this Agreement and, if such work is not commenced within that time, or if the work when commenced is suspended, abandoned or not in active progress at any time for a period of 180 calendar days, then any obligations, duties--or refunds of the City arising out of or prescribed by this Agreement shall be null and void and unenforceable. For purposes of this section, work shall be considered to have commenced and/or be in active progress when a full complement of workmen and equipment is present at the site to diligently pursue construction of the Main Extension throughout the day on each full working day, weather permitting. 3. Property of City Upon Completion. Upon completion of the construction of the Main Extension, and subject to the City' s acceptance, it shall become the property of the City. Owner agrees to execute such documents or instruments as may be reasonably requested by the City including, but not limited to, a bill of sale and/or quit claim deed evidencing the conveyance of the Main Extension to the City. 4. Inspection. The City shall have the right to refuse to accept the Main Extension until it has passed tests arranged by the City or those required by any agency or governmental body having jurisdiction over such improvement, in order to determine whether the Main Extension is constructed in accordance with the approved engineering plans and specifications. 5 . Reimbursement of Costs of Owner. The City, as a condition to permitting the owner of any Intervening Parcel to hook up to the Main Extension, shall require from such owner a signed, sealed release, evidencing satisfactory reimbursement having been made to the Owner for that Intervening Parcel owner' s prorata share of the cost of construction. These costs of construction shall include both hard and soft costs. The amount of reimbursement shall be calculated on a front-footage basis measured along the right-of-way of Beach Avenue in an amount not to exceed $24. 60 per front foot of each Intervening Parcel. The reimbursement provision herein shall expire five ( 5 ) years from the date of execution of this Agreement, and the City agrees not to permit Intervening Parcel owners to connect to the Main Extension before the expiration hereof without the signed, sealed release of the Owner showing receipt of the Intervening Parcel owners prorata share of the construction costs. 2 6. No Precedent. The provisions of this Agreement shall not be construed as establishing a precedent in connection with the amount or basis of reimbursement to be made to the Owner, or of any of the other terms and conditions of this Agreement, and the -City reserves the right to make such agreement with private owners as it may deem necessary and desirable on a case-by-case basis. 7. Recording. _This Agreement is being recorded in the public records of Duval County, Florida, for the particular purpose of placing the owners of all Intervening Parcels, their successors and assigns, upon notice of the provisions herein contained, and the same shall be deemed covenants running with the Intervening Parcels. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written. In the Presence of: (Print Name) Edward W. Lane, III (Print Name) Barnwell E. Lane "OWNER" THE CITY OF ATLANTIC BEACH, FLkGu A By. AX�n C. Jen a (Print Name) William Iliford, Jr. (Pri t Nam Its: Mayor J �U ,;,�. �,►. / 7, CITY , Maureen King 41 (Print Name) 3 STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this day of 1992, by Edward W. Lane, III and- Barnwell E. Lane, -his wife. They are personally known to me or have- produced as identification and -did (did not) take an oath. (Print Name) Notary Public, State of Florida My Commission expires: STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this �G�-- day of January , 1992, by WILLIAM I. GULLIFORD,J$. as Mayor Of THE CITY OF ATLANTIC BEACH, a municipal corporation, on behalf of the corporation. He/she is personally known to me or has produced as identification and did (did not) take an oath. i an C. Je (Print Name) Notary Pul5lic, State of Florida My Commission expires; NOTARY FUKIC ;TATZ OF FLORIDA My Crr GnD1ISS?Gil AXP. AUG.2I3,1993 6UDEE0 TNRU GENUAL IMS. "J'W- 4 I:\USERS\EWL\ATLSCH.WMA 05/13/92 13:51 FAX 1 904 354 9100 0 UU11 MURU I SON �.•fid w ULMERI MURCHISON, ASHBY & TAYLOR ROO WEST FORSYTH STREET, SUITE 1400 CLARMP05T OFFICE BOX 47ii GCOMI K a ASI�BY H[RMAN ULMCR 110"-19601 A.K^Mi K N CO .,JACKSONVILLE, FLORIDA 32201 CMARIFR H.MURCMIION 11499-1967) A.HAMILTON C.00K!nws,N IgYal #QMN W.0^"1191QH0761 . • 0=0 W.GRIMM 10041$04-6052 JOANMA 0,MOUSLR F/WSIMILit 19041 394.0100 C4.1"409 H.HOURT014 JR. LLY EWAARRO w.LSA A III May 13, 1992 LLWIS S,LLL W.KKR"Lan JOHN W.M00LRD 996ARt.S M.MOR!'ORp WIWAM L SCHLY RAMMZ P.SHOCMAI%K GILL N.STMAW JAMLS S.TATLON LORI L.TLRLMS e1LRMAM v6mg.R.%PM W TMOMAS WMRLru1.o VIA TELEFAX (904) 247-5805 Mr. George Worley City Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Dear Mr. Worley: This is to confirm that I have received payment in full from Mr. Joseph P. Brewer, Jr. of 1766 Beach Avenue, Atlantic Beach, Florida for his pro rata share of the cost of a water main along Beach Avenue pursuant to that certain Water Main Extension Agreement Dated January 2, 1992 between the City of Atlantic Beach and the undersigned, This letter shall serve as the "release" required by Paragraph 5 of that Agreement. Very truly yours, lam, Edward W. Lane, III For the Firm EWL:caf cc: Mr. Joseph P. Brewer, Jr. r f Q. 4 , Fj4i 1 biy2 13-52 FAX 1 904 354 9100 ULMER, MURCH I a0N 16002 a ULMER, MURCHISON, ASHSY & TAYLOR 200 WEST FORSYTH STREET, SUITE Idoo cuRcwcc a.AewDY POST oFFICE &OX 470 6901116C K,GROW HERMAN uLMen(160401101561A.HAMILTON G4011i JACKSONVILLE, FLORIDA 3BE01 i:f'U1MLW H MVMt:,lawn 11 6 6 6-106 71 JOHN W.BALL II0IO-10761 JCwM a pus&IV REED W,oR1MM tea41 aa4-a65H JQ MNA a HOtIMIt lAGitMt4l.rta[?al 2kna,tatgq U&AR04={I.HOUBTON,JR. WIWAM L.JAL CDWARO L RCLA,Y April 16, 1992 ' EDWARD W.w+R,III Liwe a Lax W.6PERRY LLE JOHN W.MOOCRB DowaL^&K MQnronD WILLIAM C.BCNEU FIAN"C R Bt+QEMAKtR CARL M.BTEWARI JA04M S.TAYLOR LORI C.TCRCM "MMAN Ui-"C^JR. B.THOMM WHIT W.&V Mr. George Worley City Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Dear Mr. Worley: This is to confirm that I have received payment in full from Mrs. Nancy Hadlow of 1737 Beach Avenue, Atlantic Beach, Florida for cher pro rata share of the cost of a water main along Beach Avenue pursuant to that certain Water Main Extension Agreement dated January 2, 1992 between the City of Atlantic Beach and the undersigned. This letter shall serve as the "releasee" required by Paragraph 5 of that Agreement. Very truly yours, 4tw�.A-A-e _ .. Edward W. Lane, III EWL:caf cc: Mrs. Nancy Hadlow 16:61 FAX 1 bks4 X51 WOU ULhEk, Mirk..tit:aUtd ULMER, MURCHISON, ASHBY & TAYLOR Roo WE$1 FORbYIN STRELy, SUM 1000 rosy or f IGt MGx •70 nrkw.. W4-mgo .0►► Io•n MOON Y tato JACKSONVILLE. r LORIOA UkOi �A 6" M 00=440bh 011ro 190• A vc*.COOK, mttD w 4w,rr (�dJl '?�4•a��'i ► ,/ilMlu tl✓rC+� iN•� OC+ ,0/.M M to "bust A tw.&At+tt 9- .>o-60T0w w,asa�6 dt1{a towMC L 4964• Date $Arm- ro w 6AM9 a/- kcwtr i lit ,rO m 14600"a s 000va- 04 "04#06D FAX TRANSMITTAL SHEET W16&."t K»t v R.ww. r If t w AAM ."MIA la •Av1tM "M I TKINCH. FOR IWAMEDIATE DELIVERY nehrMr.VOW" JA i Trtc.'A %w*rmwitaia TO: ld?44� FIRTH NAME: A2AOL, FAX NUMBER: 2 14 � ( AREA CODE ) FROM: , / TIME OF TRANSMITTAL: AM or PM TOTAL NUMBER OF PAGES, INCLUDING THIS ONE IF THERE ARE ANY PROBLEMS WITH S TRANSMISSION, PLEASE CALL ( 904 ) 354-5652 AND ASK FOR AS SOON AS POSSIBLE: OUR FAX NUMBERS ARE ( 904 ) 354-9100 AND ( 904 ) 632-0841 SPECIAL INSTRUCTIONS OR COMMENTS, IF ANY: , SENT BY: ......—. .A%4 1►a-9 /Y V U1 7 a j I i ,II! CITY OF ATLANTIC BEACH MECHANICAL PERMIT {j{ j 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATIOhI, ! ,__ :; _LOCATION INFORMATION`-__� C Permit Number: 18981 Address. 1735 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPAIR Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: NORTH ATLANTIC BCH Est. Value: _.Parcel Nu_OWNER INFORMATION Date Issued: 10/15/1999 Total Fees: 41.00 Address: 1735 BEACH AVENUE -- - Amount Paid: 41.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 10/15/1999 Phone: (904)768-2525 i Work Desc: REPL 1 COND 4 TON, A/H 48KBTU, COi*TRAGTORLS _ APPLICATION FEES___, j OCEAN STATE HEAT &AIR PERMIT 41.00 tasmetion&Required__— ROUGH MECHANICAL FINAL i i j i I 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" -_ i ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION j FOR VIOLATION OF APPLICABLE PROVISIONS OF I _ 1 541.89 14 Date: 10/15/99 91 Receipt: 8893171, 45,7 CHECKS _ 88188888322.1988 A NTIC BEAC BUILDIN T. lJUILUINv AINU I_Q1AIM,7 Ilv�r�K:.�.. �vlv ul t..►I�.II CITY OF ATLANTIC BEACH ATLANTIC IraACli. rl_gnlnA 11230 APPLICATION FOR MECHANICAL PERMIT ---c�A "i NUh18Eli-- IMPORTANT -- /applicant to complete all items in sections I, II, III, and IV. LOCATION Street Addrart: �3� C��1gq� ---- ---- 9 _I,yc ' r� ` And 6r �-' j17 IDf- Intersecting Sheelr: lel.reen WILDING SVb•diririen II. IDENTIFICATION -- To be completed by all applicants . In cons;darat;on of perm;t q;�em for doing ►he work as described in the, above stolen.enl ..0 hereby agraa to perform said wn;l in acrnrdnnce .;th rhe atlactvd plena and spacH;cat;on, rMch are a part hereof and in accordance with Iha City of JaclsonvOle ordinances and stnndarch of gncd pract;ce Cased Uere;n, NO...e of 1.fechen;cal l } � 3 Co.atrat►or (Primo Matter � Nea.e el V-3. 7 ht,porfy S«Twa►vre of Omer _ — - _ Sl9nslvre el vA-viher;ied Aient \� `� ArehHecl or Enpinesr III. GEN INFORMTIO A• 1►fee of ►ea00,.1ve1: ------. �. IS OTHER CONSTRUCTION ll! NO 00 E ON ge udfic THIS SUILOING OR SITE 1 �`� Q Ger —❑ V ❑ Natural O Central Utility IF YES, DIVE NUMBER Or CONSTRUCTION ❑ Oil PERMIT Q Otha� -- Spatily IV. MSC RANICAI 19Ul►MMIT TO It If/I11A1.LSO NATURE OF WOnK (Pro.ae tom lets Rd of eempooioaft est`eel of this "I to nesidenllal or U COmmerelal Neel ❑ Spate ❑ Reeeeeed 4 Centro) O r1oer O Now bulldlnp Ahr Cendrt. 69— O Roane jj Cost" At Exlstlnp Sulldlnp O Onrc► S"fe.n: 1.4ate.:el 11Nlclneaa niplacement of exlellnp system maeirnww capacity a 11e O New Installation(No system previously Installed) O Extenslon or add-on to exletlnp system ❑ Refryeraf:ws O Other -- specify ❑ C4001;n0 te+N: Capacity ❑ Fire eprinllare: Nwm"f el head• ❑ Etweler ❑ MWilf ❑ 6ta1411er (nurs►bN) 1141% WACt POR OFT►Ct UtR ONLY ❑ Go"" ,trap. (nam6tj 1 1R".lye41 ❑ Taaal. Invm6r) Rernerll ❑ LPG e"ItI as ,. (awntlowl ❑ Unfired prwwre ye+eN ❑ ldo;l a Permit Appreyed Ly peke ❑ 041 -- Specify rter,t►tf Ir•• LIST ALL EQUIPMENT AIR CONDITIONING AND REFRICERATION EQUIl)1ENT c5areaf(fowejl► rorvy to Number Vesiti lUe+crlptlew It[odel NumMtr 39wnufwvtauvy =one 1111 --- IIEATING • FURNACES, BOILERS, PIREPLACEB Department of Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary September 30, 1999 TO WHOM IT MAY CONCERN Request for Public Conlnlent File Number: DU-267 Applicant: Robert D. BlolIC11 You are hereby notified that the Department of Environmental Protection is considering the referenced application for a coastal construction control line permit, pursuant to Section 161.053, Florida Statutes, for the construction of a garden pool. A copy of the plans is enclosed. The proposed project is located approximately 330 feet to 380 feet north of the Department of Environmental Protection's reference monument R-48, in Duval County, and is wlthlll the local jurisdiction of the City of Atlantic Beach. Project address: 1265 Beach Avenue, Atlantic Beach. This public comment notice is being distributed in order to assist the Department of Environmental Protection in developing facts on which to base a decision on the permit application. For accuracy and completeness all comments should be submitted in writing with supporting data, evidence, or rationale to furnish a clear understanding of the basis for the comments. The decision as to whether a permit will be issued will be based on an evaluation of: (1) The design adequacy of the proposed construction. (2) The expected impact of the proposed construction to the beach/dune system. (3) The expected impact of the proposed construction to adjacent pipet-ties. (4') The expected iinpact of the proposed construction on lateral public beach access. (5) Appropriate siting of the proposed construction with respect to local setback, zoning restrictions, and maximum usage of upland portions of the property. (6) The expected impact of the proposed construction on nesting sea turtles and hatchlings and their habitat. Comments should be submitted within fourteen (14) calendar days after the date of this notice to Dana A. Latino, Engineer, die Florida Department of Environmental Protection, Office of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 310, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the Office of Beaches and Coastal Systems at 5050 West Tennessee Street, Building B, Tallahassee, Florida. DAL/ld Enclosure "Protect, Conserve and /damage Florido's Environment and Nlatural Resources" Printed on recycled paper. r ' 4 ZQ —: j j-.I c�2 _ I +� F, o. u i .I i � I • i 41 m�N • ,,�„ I a f CITY OF ATLANTIC BEACH APPLLfICATION FOR PLUMBING PERMI JOB LOCATION: OWNER OF PROPERTY: PLUMBING CONTRACTOR: . ( 0 c CONTRACTOR'S ADDRESS:3 l9 � y STATE LICENSE NUMBER: TELEPHONE: TELEPHONE: HOW MaY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER C -��l✓'�s TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: ,- SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST $E IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. ti P8F3 DFCPARTMENT OF SUMVINt3 4f: 157 � � �' fi#ILCRA 3223 P r~ DISCAIPTI ' +D401 11ho it �j r s Y f ly{ �u . �m j Rn .. 0 r # 1 Tot fi x 1.f k l 4 t k�4 k F P ' 2 51 001 s �a,44 ,,; r i , ,A250, ? z To UIME OW ,. ,` '� ,�..rr,�i;9�dt a•�p��prkrch>.,,,Apwe ),a� w§iw�agars �a�nxcesa�w»+� >��r �._ a 4 a a , a 1 � SUtL�rPtG MATr~XtIA ,t l #SH A1010'',E �S)Fr`04 THrS W( 9K!:-1Ul t I QT E SLAC SIV Pl1soc SPf ,ANp MUST BE fAR i rJl ANCA FtAULE{ AWAYY rrI IT t C I�TRACTQR,fJR CDVIfi t '' 4 f F ! f ISSUED ACCORDI Na.TO APPROVED PLANS,WHICkf'ARE PART OF'T41S r�'EA MIT ANLL Supje t' T4:X41'.' 1+�3M FOR r VIOLATION!OF APPLICABLE PROVISIONS OP LAW, Wch �� ps 157 45 !, f DEPARTMENT OF BUILM %'SzY 5x. - Y b AS�' t'•y., � "�."t'�F:.�ATI,��'T�(i I�EA�1"I i M]WI ? INP'ORMA�I ON LOCATION INFORMATION P IrbeIF,: - 1 T Ada n+ =, 1735 $$ACH, AVENUE Pokl6i t 1,Y] TTILITI S ATLANTIC_ BEACH, 1,ORIDA 3223.5 DESCRIPTION Coustl�'•'' Type FRAME $I cask : Lot: .. . � _ �.� Proo 0,4� .0 0, . S cti a Ys Subd:£a Rn0 Dve I 1 ing 1 Hub ri` " pla , Impra�r,.. 'fat-al F6` .t �Lrncunt r' ►" All k 2 4o r k { 4w ION "..� , . �.x.. �. � �LaCAIO1t FEES IT 3 0 .00 0 Ph' sa RT 014 s MOTES f f I� 3 a t z c z#� 6 h 1} I LJIL C#Ii�€ #r A ERIAL,f U BH AN©� � CHIS�S MUSS NIx+T F i 14 PUBLIC SPACE,� ND MUST.BE C:EAREt?U1C HULD WA1 1" � ACiOfli tWPNER ;' as�At 041X74 #" RESULTIN .firw TY 'rt j ISSUED ACCORDING'TO APPROVED PLANS WHICH ARE DART OF THIS.PERMIT AND SUBJECT TO RE FQR CAR ViOLATION OIC APPLICABLE PROVISIONS 00 LAW. Ir Recei� l ` " i c, CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD a F. ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000890 Date 6/17/09 Property Address . . . . . . 1735 BEACH AVE Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 36000 ---------------------------------------------------------------------------- Application desc reroof ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LANE, III, EDWARD ROMANO ROOFING SERVICES 1735 BEACH AVENUE P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-5649 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 210 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 36000 Expiration Date . . 12/14/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 210 . 00 210 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 210 . 00 210 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. TY OF ATLANTIC BEACH 08- : v �i s 800 SE:!NOLE ROAD,ATLANTIC BEACH,FL 32233 OFFIC#:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US -will BUILDIh:G PERMIT APPLICATION,-;,-. DUVAL COUNTY LZ. 4<7NDERR00 / 4 Atlantic Beach, FL 32233 �.s,:r. �e X.— LOT m 6::US bF,ST tF7 FtE. i' NEW BU G D OLITION RESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDI ON6� 1 ❑CON RTING USE ❑COMMERCIAL �1fJ1 SC131p1�031y(�R}C '�c ` iY � i ❑AL RATACCE SORY BLDG. -1�IRE SP,❑R AIR ❑PO /SPA ❑YES WA ❑MO ❑ HER ❑NO ErMAI C TOR.f. rtk �� '/1itCH17fG fNGINEI=RAWPER7Y;OVYN Sl�w9.NAME: NAME: 23.COMPANY NAME: S 16.NAME: 24.LICENSEE NAME: 10,ADDRESS: 17.STATEQEF ORIDL N E NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADORE E£S: (( 26.ADDRESS: `e4',,, 11.OFFICE PHONE: 12.FAX NO.: 19.O FICF PHONE. 20.F NO.: 27.OFFICE PHONE: 28.FAX NO.: -: 1, I; q > ,�l 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: T u cp 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: F1;E 31 TtTl:�t_0LDER. 1C < tsi t> '� '` $17ND1NG UMPIWY d AIOL2TGAGLfNDE r ,: 1, :s"'. •arI,F'..�.lt)71iiT}.iANWI.1£R,4. ", �. ....." .aY�c..; ,. i...,,r•>..m "•n�+"'?n. ._ �'v.=;^�K., s:'«%`:✓. 'x?: ? '�'.. .. 31.NAME: 33.NAME:w 35.NAME: 32.ADDRESS: 34.ADDRE'.SS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that a!I ,aork will be performed to meet the standards of all laws regulating constriction in this jurisdiction. This permit becomes null and void if wori: i3 not commenced within six (6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time ;i1ter work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnoces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing rformation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completicr,issued by the building official,as required by law. V hkRNING TO OWNER: YOUR FAILURE TO RECORD A NO1';(;E OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMEN78 TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIGgry OF COMMENCEMENT. .. -.... KNTRA (3WN�o AG IT PA O .tea .PCiMa01.7�fdi"fny�A02' y er:gequlred�. =?.e.? .m ��°',•x.,,, .,�. a, :+Y3' QU811 hly}. ;?"-�-+s��x Signed: Q w'` Date: Vik w4.710M Signed: —Dat . Before me this day of 2007' the county of Before me this ay of the county of Duval,State of Florida,has personally pear Duval,State of Florid as personally appeared herin by himself/herselfilga AAMLherin by himself/herself and affirms that all statements and declarations are true and accurate. 7jExypires otary Public StetU of FOrWill true and accurate. Notary Public at Large,SCsepl�� mafip Notary Public Lar e,State�of County of OmmI3E 8 +� ❑personally n❑Personally Known 10/21/2012 ❑Produced Identification- ElProduced I Notary Signature: _._ Notary Signa re, , AM _ c "104 QA F _ 'My Co mission pines Feb 14,2010 Commission#DD 518533 Bonded By National Notary Assn. COAB FORM BLDG01:REVISED:11/6/2007 T41 I I ! L oq • NOTICE OF CO NCEVENT r S.,fes _ Tax FOHO county nf . To Whom It May Concern: : f tttedersigtW hereby you that improvement will be to catain real ,and in a000tdw A Mm 113 Ot the Flom 3trltates,the follo$in g informadon is stated in this Non 1E OF t"AMIu�NC ] gal Aesctiptfon ofppmT be8 iml oved: Addrem. of prOpettY being 1 • t to General description of impro ements' ower:_ �,nw , f. Addr iS 113ON v Owner's interest in aide oft imixnvcmeat. � Fee Simple eholder(Sf orer than owner): Name: 4W Address: I bU1at 14qal �► Telephone No.: F o:.„ r___� t Surety(if MY) AdBress• Avoitint of Bond S Telephone No: Fax I °: 'Name and w1dress of W waWng a loan for the con•4trUC 6011 Of the itnproveomts r Nam: Address: `. (tone No: Fax °' Name of person within the State of Florida,other than himself,de kpated by owner> Ivrhom uudecs or odlor documents may be served: Name: Address: Telephme No:_ 4 Fax o: In addition to himself, desigaases the followios person receive a copy of the Liatoes Notice as provided la Section 713.06(2)(b),Florida Sia (FII in atOwnex's option) Name: Address: Telepbm No: Fax o: c Expiration date Of Notice Comauenekment(the expiration date one(1)year from thi.date of recceftS unless a diSrereat date is specified): TM SPACE]POR"RDERIS USE ONLY OWNS 0be f 2009143000,OR BK 1 ' O PsP 16W. taaltree alc dry Of i111a Hall„$tde "rl Number Papas: \ Recorded 06117/2009 al 01:07 Notery 1' Lmvc,Steme of Florida, JIM F111 t FR CLERK CIRCUI COURT DUVAL MY ev COUNTY °r RECORDING$10.00 J I it I I tkF i N E G lune 18 2009 e k To whom it may concern: i I I am writing this Wier reyardir, 1735 Beach Ave. a lanti c Bch, F7 32233 It w7 l 1 cost more than 125X of rhii job to retro fit t e exisi tng structure with current standard w d up 7 i ft codes �j l sincere 7y, Daniel _ R ano i k i I ! i I P �Y[ , i I ! j i I y i .I Doc # 2009143800, OR BK 14910 Page 1562, Number Pages: 1, Recorded 06/17/2009 at 01:07 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING '$10,60 NOTICE OF COMMENCEMENT Stara of ( Tax Folio No. County of"bt w 0—k To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Address of property being improved: %13 % 3 General description of improvements: Y Q� Owner: o.n. iAddress: Ay, 411 3a3oss Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address'ZZ n 'TelephoF No. L V Sutety(if anY) Address: Amount of Bond$ Telephone No: Fax No: Nairn and address of any person nuking a loan for the construction of the improvements Name: Address. Phone No: Fax No: Name of parson within the State of Florida,other than himself;designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)ft Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the daft of recording unless a did event date is specified): TMS SPACE FOR RECORDER'S USE ONLY OWNER - Signed: Before we this day of State Of Florida,hes per=Wly appeared Notary Public at Large,State of Florida, My PIN Pq M or l�awae 1p4tgtetl w SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J a ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001392 Date 10/08/09 Property Address . . . . . . 1735 BEACH AVE Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 CU 1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LANE, III, EDWARD OCEAN STATE HEAT & AIR, INC. 1735 BEACH AVENUE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/06/10 ----------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4655 ° DEPARTMENT OF IUIL11 NG r CITY OF ATLANTIC� ACW =- PEJ'4IT.r1t+iF' NATION LOCATION INFORMATION w Permit Nu' Abe 46,5151 Addi, 17 31 REAGIN AVENGE Pvrnit' Typ&t . UTILITIEG' LORDT C c Werk': MAY, LEGAL DESCRIPTION Const r. Type i WOOD FRAMEtot Section: Propo6ed Use t SINGLE FAMILY TOV00hip I RNG s io Dwellings t I Code Id Eubditron z Estimated 'Value t $0.DO Isprov. Cdut z *0.00 Tot 1. a 4s 42!$.QO Aiwou $42,541 00 VAN gi 1 , WtIER, gav I GEs �ITIOt .' } � �� .» Ak* 'Ll# iTTt1+1EES _ . . I PERMIT $0.00 Address a ;p AVENUE fYw�{k MAT —IMPACT FEE Mdse $280.40 PLO fi'7b� wiIWO d g"', . � � ►� OAS-H. R.s. . y 0 __:.w_ � R tI FOFkMAT A E 5% ECS tit} � )Nd " k U OR )C�EPd! NT WA'D`ER TAS .00 t. . ... kWER TAP 401"00 Y00AULIC SHARE EQ: 00 Ll e" Trp C3' i usp T» "PEE"Imc . H 11PACTFEE *0 + m as , u a ,, a NOTE: y i. 9A n { £'R) ' NOTICE—ALL CONCRIr tE FC!Iftf SAND FOOTINGS MUST SE 1N$PECTEE!BEFORE POURING 9 PERM1 T.VOId SIX MONTHS AFTEi DATE,fJP#SSUE 3 ]WILDING MATERIAL,RUBBISH A41DRESfgIS FROM THIS WORK MUST NOfi;S PLAtJED NPUSLIC SPACE,AND MUST BE CLEARED UP AND HAULEb AWAY.SY'EITII:ER CONTRACTOR OR UWNEA~t `I A LURS Tt CAMPILY 'WitH THE MECHANI S' LIEN LAIN CAWRE UI.T`IN THE P C ERTY C 1M iE t 1.1�G TWIG, L F,C ? NCI I�I1P' i�3V �1�IEh1`�`S ' TI d 04 DEQ ACGE)Al}INE3 TO APP'R©VED s PLANS W7-IICIi ARE PART OF THIS`PERMIT AND SU � YT TO REVOCIpF4R`� ELATION Of APR4VISMtMC?F LAW, PPIICASLE x.44 WMIPT NIW41 0049 ATLANTIC$EACH WILDING CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING O� SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF / FAUCETS (2) KITCHEN SINK (2) ( DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) 1p BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ JOB INFORMATION i j 4657. ; DEPARTMENT QF BUILb�Nt3 C1'TY C)F ATLANTiC BEACH' PERMIT INFORMATION LOCATION INFORMATION u . Permit Nv*ber: Addr4sist 17315 FINAC14 AVENUE Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA '32,! ,j3 . Class df Work: NEW --------- LEGAL ESCRIPT'ION -------- Constr.tr. Type: WOOD FRAME Lott Block: Bodian x 1 Proposed Use: SINGLE FAMILY I6wnohip': RNo 0 "Dwellinus% 1 Code c . O Subd_;Lvio,*oo,t� Estimated Values *0.00 { 1 Improv. Costs 00 I Tot *775.00, ' Aram , q t 2 .. APPLICATION FEES Woe, I I PVNM I T 63_ICU Adtlac`e A VINU WAXIkIPA T F $630.00 mm ;� CNZRI NallS PLORI �. � PAST PNN . P1 �� L BS 3 b 4X3'� �' 9r 4' � ► ,{. S ? ; T fid NFORMAT + N R06N GAS 5% *0.00 Niarae:;'PPl1L�� WE3tNi Ft 'AN NTATt ' 'APfJ. C}O Addy *s n WER CTAP o. �;� ►RAILICiAR HCl. L?Q . Li �� s 0IG Type: q F -2I�tF�' ` 1 ►,, SEC. H IMPACT FEE$ *O.' 3 NOTES: a NOTICE-ALL CONCRETE FOAMS AND FOOTINGS 11A.0 iT Of INSPI�CTED BVFORE P©URINO, j PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 8UILOING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BYE,€MER:CONTRACTOR OR bwNER.. . t `TAILURE TO CC NLPLY.IMITH THE MECHANIICS' LIEN LAW CAN RESULT IN: HE PROPERTY OWNER PAYING TWICE FOR 801 WING IMPROVEMENTS. TMAli%AN $ ISSk Et? ACCORDING TO APPROVED'PLANS WHICH ARE PART OF THIS PERMUT`ANp SU , , T TO REVOC }bD FQi `� . XT1UN OF;APPtICASL�PRO�iS�OIN OF LAW. � �� $775.00.. j f a I EIPT hNlM n 04W ATLANTIC BEACH BUILDING DEPARTMI✓Nl, .'�0,. , ,t.�.... , ... .. CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) __DISHWASHER (2) WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY l ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS f @ $20.00 EACH $ a JOB INFORMATION , / � J ��_C C 4 APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME___ .c ..._____________—___ MAILING ADDRESS PHONE NUMBER !,-, Y�__C ' - ( % ----- DATE ---- ----- ---------------------- r SERVICE REQUESTED— �1'Ac- C�-r-- ------------------ ----------------------------------------------- SERVICE LOCATION_�,�. ------------------------- -------------- DATE SENT TO /__� °� DATE RETURNED PUBLIC WORKS TO BUILD. DPT. ----------------- ---------------- DATE OWNER NOTIFIED --------------------- 7 NOV 191991 Building and Zoning ^ 4656 Ae DEPARfiMIENT OF BUILDING i CITY OF ATLANTIC BEACH ; PETWIT NFf R lAT QN-.__ .-- LOCATION INFORNAT t ......» ... � Po?G` it Nu*bv r t. 465 Ad►drvo t 1,734 StACH AVENUE Paa-wit' Types UT LIT RS , `t.AH`1` " �r°t F`L.Q� ►A. �J of Workt NEW _..�.. .. LEGA b) CR PTION ;* ------- Class . Conatr. Type t WOOD FRAME, Lot a I3look t Sec io>n a Proposed Use: S�N0L1� �A �L�' �°��ro aip� t�Ni� 0 Ilwr l2lrig 1 1 Code t CJ Subc(ivi on 6mt *wted Value 1 $0.00 � I apio4. cost't Total 101�� A�A4tlt ±3 a .00 + �y APP1,1CATION PEES b' A Rtom,X077. i . AVENUE A" X.NPACTr FRRAcdx s , .OO .4 B 'M, vii $aFlII QN 0AS-41. R.S. *0.00 Tl OR' ; F( RR 1T iN RAb(M >0A10 0.C}f} i .... ., UBS � n ORt 'S ► `AR "( ' AT R TAP_ BO,Ofl!: 9 �' �.ti, .. .ro S > St STAPX1.00 At�C(7E'@ly 1' "21,, xNY` !RAUL SHARD $0, CNQ ,1u. �. r >Li tai 1�;�� _ "YP 0 RRAIRS IECT PRS: 00 � a S C. N 0ACT F F. � ?._� NOTES.. d a ' - NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST-RE jN,0fC*ED R1EFDRf 0OURING PERMIT VOID SIX MONTHS AFTER DATE OE ISSUE BUILDING MATERIAL,RUBBISH AND DESRIS FROM THIS WORK MUST;NOT BE OL ACED IN PUBLIC SPACE,AND MUST Be OLEARED UF?AND HAULED AWAY BY EITHER CONTRACTOR'OR OWNE °FAILORE TCS C4MPLY;.WIeT THE MEC14ANics' LIEN LAW CAN -RESULT I, SHE 0#40PERTY OWNER APING TWICE � i� RII�LC�IN IMPRO�►El1��I�IT .'* T(IdEs 11:42 Abs t fSSUED ACCORDING TO APPROVED P�A1vIS WMtCH BARE PART C�F�THIS.PERM#T:ANt1 9U83M TO�tEVOCA � Ol�` [, 111CiLATION.OF APRLIiC E PRO V#S#CJNS OFLAW. AW: #365.44 XMIPT t 041348 ;ATLANTIC BEACH BUILDINGDEPARTMENT I 9ty: !. 77,77 9.1..�.kr6 i + CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _[_WASHING MACHINE (3) ' POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ JOB INFORMATION—/ 7-3 2a 'L'L eti . �pP DEPgRT Lawton Chiles [JEC Q OCT 2 i �� Governor o ' FLORIDA DEPARTMENT OF NATURAL RESOURCES Secre'ttaary oState v Bob Butterworth 29T J� Marjory Stoneman Douglas Building Attorney General �RqL RESP 3900 Commonwealth Boulevard Gerald Lewis Tom Gardner,Executive Director TAllahassee, Florida 32399 State Comptroller Tom Gallagher October 16, 1991 State Treasurer Bob Crawford CERTIFIED MAIL Commissioner of Agriculture Betty Castor Commissioner of Education William T. Buckingham, P.E. Olsen and Associates, Inc. 4438 Herschel Street Jacksonville, Florida 32210 Dear Mr. Buckingham: NOTICE TO PROCEED PERMIT NUMBER: DU-127 PERMITTEE NAME: Edward W. and Barnwell Elliott Lane, III Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been administratively approved by the Chief of the Bureau of Coastal Engineering and Regulation. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1 and 2. Please read the permit and permit conditions closely before starting construction. Particularly note that General Permit Condition 3(g) pertains to the enclosed final certification of completeness form which must be provided to the Department. Failure to comply with the permit, including the various reporting requirements contained in the permit conditions, will result in issuance of a violation notice or order to cease and desist all activities authorized by the permit. The Department may order illegal construction removed and legal remedies pursuant to Chapter 161 and 775, Florida Statutes, including but not limited to fines of up to $10,000 for each day of violation. Any notice of violation, including notice of delinquent periodic reports,will be mailed directly to the property owner. The permit will expire one year after the date of issuance of the final order. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. Pursuant to Section 1613-33.017, Florida Administrative Code, the Department may grant no extension of time past a total of three years after the date of the approval of the permit. In order to be considered, the time extension request must meet all requirements of Section 16B-33.017, Florida Administrative Code. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. This permit represents an agency determination. Any person substantially affected by this determination has the right to request an administrative hearing to be conducted in accordance with the provisions of Section 120.57, Florida Statutes. Should you desire an Administration Beaches and Shores Law Enforcement Marine Resources Recreation and Parks Resource Management State Lands William T. Buckingham, P.E. Olsen and Associates, Inc. Permit Number: DU-127 October 16, 1991 Page Two administrative hearing, your request must comply with the provisions of Rule 28-5.201, Florida Administrative Code, for a formal administrative hearing, or Rule 28-5.501, Florida Administrative Code, if requesting an informal hearing. Requests for such hearings must be sent to the Department of Natural Resources, Bureau of Coastal Engineering and Regulation, Mail Station 310, 3900 Commonwealth Boulevard, Tallahassee, Florida, 32399- 3000, and must be received by the Department within twenty-one (21) days after your receipt of this notice. Failure to respond within this allotted time frame shall be deemed a waiver of all rights to an administrative hearing. In the event that a legally-sufficient petition for hearing is not timely received, you have the right to seek judicial review of this permit, pursuant to Section 120.68, Florida Statutes (1987) and Rules 9.030(b)(1)(c) and 9.110, Florida Rules of Appellate Procedure. To initiate an appeal, a Notice of Appeal must be filed with the Department of Natural Resources, Office of General Counsel, and with the appropriate District Court of Appeal within thirty (30) days of the date the permit was rendered. The Notice filed with the District Court must be accompanied by the filing fee specified in Subsection 35.22(3), Florida Statutes (1987). You are advised that notice of this agency S final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 904/487-4475. Sincerely, DIVISION OF BEACHES AND SHORES o C' Robert M. Brantly, Engineer Bureau of Coastal Engineering and Regulation DWM/dr Enclosures Certified Mail #P 731 320 342 cc: Permit File Permit Information Center Robert Richards, Area Inspector Edward W. and Barnwell Elliott Lane, III City of Atlantic Beach EPqFLORIDA DEPARTMENT OF NATURAL RESOURCES Division of Beaches and Shores O y Bureau of Coastal Engineering and Regulation MarlorY Stoneman Douglas Bldg. N 3900 Comma,-w Blvd. W Tallahassee, Florida 32399 _ (904)488 3180 3. L" � PERMIT NUMBER. . DU-127 PERMITTEE Edward W:-and Barnwell Elliott Lane, III c/o William T. Buckingham, P.E. Olsen and Associates, Inc. 4438 Herschel Street -Jacksonville, Florida 32210 ADMINISTRATIVELY APPROVED PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on September 16, 1991, and was determined to be complete pursuant t1we.on Septeniber 16, 1991. The application was considered by the Chief of the Bureau of Coastal Engineering,and.Regulation on behalf of the Department of Natural Resources. CONCLUSIONS OF-LAW: After considering the merits of the proposal and any written objections from affected .persons, he Department finds that:on.compliance,with the permit conditions, the activities �. udicaxed„in the-"project description are-of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is-appropriately designed in accordance with Section 16B-33.007, Florida Administrative Code; and that it is an activity or type of construction which the Bureau Chief has authority to approve or deny pursuant to subdelegated authority BS-5(h), Administrative Directive DNR 140, effective August 30, 1991. Based on the foregoing considerations,the Bureau Chief approves the application,authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) which are attached and are by this reference incorporated herein, and the conditions provided in Section 16B-33.015, Florida Administrative Code; and also imposes any additional conditions shown below, pursuant to Paragraph 16B-33.015(3)(u), Florida Administrative Code. EXPIRATION DATE: October 15, 1992. LOCATION: Between approximately 2 feet north and 73 feet south of the Department of Natural Resources' reference monument R-45, in Duval County. Project address: 1735 Beach Avenue, Atlantic Beach. PROJECT DESCRIP'T'ION: The applicant/permittee is authorized to partially remove a deteriorated wood bulkhead, erect a 4-foot high aluminum picket fence, repair an existing beach access walkway, perform landscaping activities,and place fill seaward of the coastal construction control line,in accordance with the approved plans. SPECIAL. PERMIT CONDITIONS: 55 Permit Number: DU-127, y W Permittee: Edward Wand Barnwell;Elliott Lane, III ',Page TWo of Two 2. Prior to commencement of construction activity authorized by this permit,a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative of the Bureau of Coastal Engineering and Regulation, so as to provide maximum protection to the existing vegetation located on the site. 3. The fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall.be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Bureau of Coastal Engineering and Regulation during the preconstnuction conference. 4. The fill placement authorized by this permit shall be stabilized by planting salt-resistant vegetation indigenous to Fjo da beaches-and,dunes,:preferably of the same species as the predoaaiaaat native plant comnamity on.or near the.site. The vegetation.shall be planted throughout the.designated area in staggered rows a maxiinum distance of 18 inches apart,prior to expiration of the permit. The permittee.Shall irrigate and apply fertilizer as.appropriate.for the particular species planted, at:least until the vegetation is established (usually approximately 2 years after planting). At least a75rcentwsurvival rate of the vegetation shall be ensured and replanting shall be.conducted until .Pe _ R a 75 percent overall survival rate is attained and until any sizeable barren portions of the area(s) are covered Approved plans are incorporated into this permit by reference. Done and ordered this -14 day of 1991, in Tallahassee, Florida. STATE OF FLORIDA DEPARTMENT OF NATURAL RESOURCES D B. DEVEREAUX, JR., CHIEF BUREAU OF COASTAL ENGINEERING AND REGULATION pluce APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME Lf C c>� �- 2=Ji MAILING ADDRESS_��, /--------------- PHONE NUMBER s _ DATE______ ---------------- SERVICE REQUESTED--Z--' .. .................. ----------------------------------------------- SERVICE LOCATION_ 17-3- � ----- ----------------------- -- ------------------------- ------- r DATE SENT TO i/j �'� DATE RETURNED PUBLIC WORKS_____ TO BUILD. DPT. ____1�� %�__ DATE OWNER NOTIFIED--------------------- j x. RECEIVED Aldi/ 1 o inn+ /l� (91 DEPARTMENT OF 8,W LDIN6 CITY OF ATLANTIC 8EACN a ERI T HF'ORHA ION ATTPerot # Pyr it Typ�z I CTA [GAL,. TLAV,T 04 2 class- of Warks Ab6lTlo�t .N .� � ��. M LE cA�. I�E�:R�FT�?�t�t ��._� � � � Constr. 'P�rp z WOOD FR LotAl Frpposod:eves II!GLK PAM".Y - Tc� j '�r rll n$s x 1 Code A' C Subd��r �t�►x�a 1 ;V*.due IsprayCL 0 To sl fp6t�s . 00 Amount Pj 41 Wlf*r3 � r CATION SS 4 Its . 4, A FRXI P c n+ Ft 3A la- O«CO yS ayq - s� 3 fw! PG,:iS C 401 iATIOft CC d .. + ttel�n z y< t ANATE� WA"i` SAF. ° `Ap .. Ll"-- ns a GACOL �. '�I '�A.. fit gC " FIRS C . C-JR1 TNFA Tr �F j 0R � a NOTES: .,.s ,l z L NOTICIE:—Ai.L C0�ICR tiEz FARM$ANO.FOOTINGs MU r BE II PE {d!PEFO rE.t iOAI PERM.17 vOlp SIX MONTHS AFTER7ATI I$FrtE @UItDINCa MATERIAL,RUBBISH ANDD I*BAS PRO M THIS WORK MUST 1T PLAb I :15UBLiC'SP AL MUST$E st OI: ARIwC1'C1P AND'H,4IJLED AWA.- IT HER I dNTRAGTOR 4R OWNER I 0i HAN EC N R T H' iQR'"FYl[ AYNG TW ICEwU '#" ," ISSUED ACCORDING TO APPROVE } Ptxt$M WHICH ARE PART OF TkilS F+IwRMiT +Nle St! ?,.RVO Ff>R N:OF-API�Ir ICA13t1*PRtISIC)I±fS OF LAW: I 1�M ` ATLANTIC BE BUILDING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82238 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTA-NT — Applicant to complete all items in sections I, II, III, and IV. 1. Street Address: ) I . LOCATION ) OF Intersecting Streets: Between And BUILDING ` Sub-division II. 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 and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good-practice listed therein. Name of Meehantcal Contractors Contractor (Print) `_� 14 ��'� Master Name of hoperty, Owner Signature of Owner Signature of or Authorized Agent Architect or Engineer 111. GENERAL INFORMATION A, Type of boating fuel: 8• 5 . a IS OTHER CONSTRUCTION BEING DONE ON , Electric THIS BUILDING OR SITE? ❑ Gat—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Od PERMIT Q Other — Specify IV. MICMANICAL EQUIPMENT TO IE INSTALLED NATURE OF WORK (Provide complete list of components on back of thisform) L�7 Residential or El Commercial �st C) Space [3 Recess" lk Genfml O Floor ❑ New Building w �� 0-_Zr Conditioning: ❑ Room Central ❑ Existing Building 0"Duct System: Material IQl`a "c/`Thickno ❑ Replacement of existing system Maximum capacity c.f.m. El New installation(No system previously instatled) ❑ Refrigeration 1! Extension or add-on to existing system ❑ Other — Specify (3Cooling tower: Capacity g.p.m. Q Fre sprinklers: Number of heads_ Q Elevator ❑ Mentift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q;Gasoline pump (number) (Reeoiwd) Q. To (number) Remarks (3 LPG containeK (number) Q Unfired pressure veael O 111101111n Permit Approved by Dab 0 Other _ specify Permit F.. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT C&PNt�nber Vnits De�erlption Model Number it[aaufaeturer tY wAi4 Z /2-0 X124 >, 14 $.�� f 4101 , ,r DEPARTMENT OF BUILDING CITY OF ATLAtdTICBCEi �. � '.ERMIT INFORMATION ----- �.#JC,�TI INFf�fit�IATIOI� E PeruiitUIN.Sumber s 4301 Add��em� 173 . REACH AVENUE � Type: ELECTRICAL ATLl�NTI EEACH, I�'�,C�R DA 322$3 CI m orki ADDITION � _��:�� LEGAL DESCRIPTION - --.. Con>str.;f Types CONCRETE ' Lots S'lock t Section s rop0 usle t SIlf�GLE�FAMILY . Tov nPhip t RNO s O � DwelL1.ngit: I Cone': O Suhdivial h Emtimalted Values RO. Improv, Cast a $0.OU Total Fewm"� 00.00 Amou. Ate, es X11 5,, I iov': pool Work I' M tTION 7*�77 APPLICATION FEES RAITPe :: . Add' AV290g, 4ATER Il9FACT FEE y �fiY� t T .. , FLORIDA �`3� 3 h S .IM.fi'A� ' FR> r � Sb. 00 ' " p: S, F ' 4# = t " E RA £O \" . � �;� I CMAT ON RAW# GAS -. 5% r $0.00 NamesGI1 ! LRECT)t d W`A'TER `SAP 0.00 ? EkER ."'TAP *tb.DQ a ij, 'ILLE FL ,32208 HYDRAUL. C: NARE 40.OU 00 ,-,,SEC �EC. H, IMPACT FE �a .O0 d q 9 rse +�G XJAxAN,"��"�e�'frrv�oV il°crvss^, kwk11MR� �ealdm}tw+ ?t. it�� "k � � � 3m i DOTES. i J NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST EE1IwESF!EC'�t?D BEFORE POURING PERMIT VOID.SIX MONTHS AFTER HATE OI*ISSUE f BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY 19Y EITHER CONTRACTOR OR OWNER. ` �AlL:EtRE T0, COMPLY V '1TH THE MECHANIC 1;'LIEN, I.AW PFIt,�PEF�TY Q1IVNER t r�YI140` wic r i+ 1 CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FORILICTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_._x _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 ORDINANCES. K 0.e& 44 ga-adw&� &RICAL'FIRM: ' ER EL CTRICI NAME �"""�A AlOoL ADDRESS: BOX BLDG.SIZE BETWEEN: RES.( +0' APT.( 1 COMM.(-) PUBLIC( ) INDUS.i ! NEW`( 1 OLD (4--' REW. ( ! ADDITION ( ) TRAILER ( ) TEMP.I I SIGNS ( 1 SO. FT. SERVICE: NEW( 1 INCREASE( ! REPAIR{ ) FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT. RACEWAY EXIST.SERV.SIZE AMPS PH W OLT ACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS ' CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SwrCH Es INCANDESCENT FLUORESCENT&M.V. FIXED ' 0.100 AMPS. I OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS i Tf1.a.a.Af.Af+fal.Y...lf_ f.af.y V+w'www•f w.. .w �r�..• CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5�U.; TELEPHONE(904)247-5800 FAX(904)247-5805 August 23, 1991 TO WHOM IT MAY CONCERN: Please be advised that the proposed fence to be installed by Edward Lane III on property located at 1735 Beach Avenue, Atlantic Beach, Florida complies with all pertinent building and zoning codes of the City. Any questions concerning this issue may be directed to the undersigned at City Hall. Sincerely, X7- George Worley, Il City Planner GWII/ph cc: City Manager .• CITE( OF ATLANTIC BEACH �. Wbox x(fla. FAcsnn= 7ro Fouov ��x ��.►.. — 73 � Tr FAX#- FROM #PAGES- � - DATE: (TO FOLLOW) MESSAGE: f. '"Ntk. ol �CITY OF ATLANTIC BEACH FAX 2 4 7-5 8 0 5, Illi it. V 9,(74 384 T'�-- E'. ASSOC olsen associates, inc. coastal. engineering 4438 he-, schel st, iacksonviile, florida 32210 telephone number (904', 3037-6114 telefax number (904) 384-7368 ATION At ' a, Bea-' A ED LMNE TRUCTIONS 7 of FioreD N - Edwad Lane , Mr- r:t 1-:,l 1'.7,S a, e s n t -ur dc T E LECOPIE D BV (vu 2_ " 7 i i 4'."1 la `r(74 384 7366 -Q(: 9 I 4' ABOVE GLADE I ALUMINUM PICKET FENCE Dale Q l se n MR. & MRS. EDWARD LANE PROPERTY 8/21/91 associates Oiawnbn inc . DETAIL OF PROPOSED FENCE „h Bsy 7 K EXISTING CONDTIONS 25 NR-DBS PROFILE R--45 DUVAL COUNTY APRIL 1990 ATANTIC IU QQEAN C) 20 'U FT-ANT) IMPROVEMENTS z 15 1 010 L) < i ILU t z 0 5 4- 0 NOTE,DiSTOf TED dGALE - 150- 100 -50 0 50 100 150 200 250 300 350 DISTANCE FROM MONUMENT R-45 PROPOSED MODIFICATIONS 25 DNR-DBS PROFILE R-45 DUVAL COUNTY APRIL 1990 ILIPLAW ATLANTIC OCAN (IMPROVEMENTS I 1w I —i W13: > uj M z U.1 m 1 1 20 -- - - T- -T r FILL It0.5 C.Y./Fll 1 (t37 O.Y. TOTAL) z 0 4 -4 10 NOTE'DISTOi TED OCALE -50 -40 -30 -20 - 10 0 10 20 30 40 50 DISTANCE FROM MONUMENT R-45 Data olsen . MR. & MRS. EDWARD LANE PROPERTY 8/21191 associates Qiawn oy inc . EXISTING CONDITIONS AND Bsy In (AV) EXISTING; CONDITIONS PROPPOSED MODIFICATIONS a . o co SCALE SCALE j 0 14 20 40 FEET 0 10 20 40 FEET `__v rt J� I UPLANDIMPROYEMENTS >L fid UPtAND ?MPROVEMENTS 5 � , AAPPROXIMATE LANDSCAPED YARD '� Q tx O RELOCATION OF � z rp Z REPAIRED WALKWAY ' I G` COASTAL CONSTRUCTION i Fri CONTROL LINE -t I j y c`: I ' t E'CCL ^{. EXTENT OFI �?� DNR MONUMENT R-45 PROPOSED FENCE L Z E DNR UPLAND VEG - s o l4._�__ - - ° B-45 — v E7 WOOD SM 110NEAS3 a a — - _ b" v o _ > w STA RLWAY-� SACKSHORE Z =_ D _ Z -O 0 a DUNE LINE m \28-43' 4 0.52' 2 8.43' 40.5 2' "< APPROXI1aMATE Ect EROSION CONTROL LINE EXTENT OF PT #54- ECL EROSION CONTROL LINE c PT #54 OF NATURAL VEG 7 J ,y 03 o Z5 1 `� mj ATLANTIC OCEAN ATLANTIC OCEAN r. 611 t& In .Me spares t)slow, p;ease write t}re nafne an,71 r'r ming addreSB of the owners of the immediately adjacent properties, exCluslvte of Street 0*�d8 and easements if the adjacent,,)to ariy;s under Cor peralive or co idem+n, um ownership,the name and mailing address of the Cooperative or coPdorr r,;Urrr assucsation vviil be adectuate• "Nme of Ad;ace 0 Property :wig, _ -----�-- Mailing Address k,ene .'�iC' ;t;ar. e 1 '31 Leach Avenue Zip Gude A`1a,t.ic lit,a— FL 32233 l4 me of Al Poet Pr'�perti 0woer ht�l;i;ly Address l` i7haf'_•.. �� -_ •a�e-h`Da.�rb '1737 Beach AVenuc C ty 5iate Zip Code At7qntC Be cich32233 C�-ie+�k dere rf t�iere a-le addlt;cna: adjacent properties, rind attach the appropriate information. I APPLICATION FOR WAIVER 11eat: °' @ li;'.3J 'c-yu?¢: ,A4'.,er 0.1 anv pnr'hr r f;! il'ty ;''T7rtl )r g;1CCltl8rl in thi9 app!!catlon form. Any such request should be made beiow: j tetr k iofrT Appl;(,ai'•Cn Reason lot walver n � ` SAI yyy 1L 1y , ; The applicant requests that, in view of the. L"t.latively minor i;,7provcments pl-opOSed, the reach profile at L)NR—DB F S Mor�utnent R-45 be accepted in lieu of a topoc3xaphi(- su ey. a A ! J i• v P Q AS shown on the atta4hed drawings , R-45 iS located along t'lt_ applicants, north property P wx f x} :FYil Thcalplicant requests that the information & 11 . 36 and drawings included in this application b accepted it lieu of the requ:irermonts set Under these 1tC:ms . The riiirior activities proposed shoul not warrant Pxtensive. survey information and certification. 1 T .Q waiver Approval i Waiver Denied E-1 -- �� Gate Ghief° Bureau of Coastai En lmearing and Re ulation FOR VEPARTMENT OP NATURAL 118SOUACES USI ONLY Remarks: Reviewed by _ _ ?ate . 0 (Check if additional roview sheets are attached) -71, 5i' 0s GO-KPLETED ONA OFFICE USE bNLY BY THE APPLICANT- Recolvod 2 �a [ 14 M Cr 0 z 0. 0-0 ALL APVOCAN-;� ARE 110 SUBIAiT THE FOLLOWING ITEMS AS Ir 3; z ATTACkMENTS' T." S'�e r r1rainzge y", s;)eC1i!La!;1"1;5 02-1 "F5^r j.i ! }'I" C! S CA rla �i'cl a y-..,rje ytr i) 1-1 s .1,'C5 illu'j 0 t a.1;e C) r�!An s s r a.i:' t-': 3:kjn .j! ar� 'iec: Ie 1" t' r c e r, of i I e(-,t l a s ate,. T'Ie e r-.,,,)1 nee; i;qrtoy;nq tiiusu pians must !)e regivere.0 Siate �f p,ans ",uLiea, he certjtjC.a!,rn Lj)e.Qj',je1j In 166,')3 207(cwr),F riii -IS",-311 oe ad ''-j'j"Tj d S ^n 1-jql..rimiC r. Pill al;l&P, 16 r---Y0')8(2tt9)' I Z:! P&O 16+3.33,Fie. da 40mmi,Tfitive Cc.,de, 'r'le - ti-e"0.,7 El -71 C but lorth :;-k '615,33,CJD8 !, Flor;(,iA COO& "',,geb a:,C; thl'k a:Dp;;catte!-1 torry vre 'z, ',p oG!d(-,i'C)d and nna,:ed 9tpfMflly 1-C,-171 ttir rps' of L SECTION TWO APPLoCANTS APPLYING T(,,CONST RUC;T HABITABLE MAJOR OR RIGIII)COASTAL OR SHORE PROTECTION STRU07URFS, AND SOME NONHA131TABLE MAJOR STRUCTURES, ARE REQUIRED TO SUBMIT THE FOLLOWING ITEMS-. r�) t D. :n' F, d I M e r"1 1,r I(' -� (j voi; pian Craving(s) votn the It 41 D ,,e ar, ejp,cpt'patc sca,e ,,n 81',- rr-ri by 14 iwr, El 14 2 7v1(19 ti"a CA 1ho proposed structure t &IL; the ;1cat""i'l a-,41 v,'�4.rn8 oi a,� c:cposed excavdliwl )r 10! is ,4 3 S h,C.iv, a1;(11,3 16 r i f e si a r 1 oc al Ona re-qj i rL d Irl Pa r a g ro p I i 16[3 3' l)W-ijL1)jh,Flori(5a r-1 ""n-i'l-ii5trat'vp , ; I L-j Lr-] ,f a dirrpirisi�,nti,Fnss Sjcllonal OrLqv"jnir Willi lhi'ii)11oW1r'(; t..? 41" applcp'lale scale. or. 811; n(lh by 11 111ui1 Si 1"af)e[ F-,' E-D El criostructirm erwit3r ex(;irival,wwiti)Cleo M 3 S 1-1,0vvI.,g a!yp:ca crD5S 5ti ViUW ',I tilt;Sl-tICIL,fal t,! -1!,(J V L�ku,Lid L; VVOh eIPV8t'c" ft," t' F? LldGfSlde of tile buillling bu:)wHt sl!uclloo anWw irieel ele,eat!orq tor any r111cjposeC c,�astal or bhwE, proh4nt:cri siwCwre 154 $t)0wo'q !CC3t!on of tPie coa5tai cDmicil tine ca A ;int Ej L'—'-jl C I' '3 lno�t! high, o5On(i Itj(, � 1c,01 3eftacv -5,5 Sho,,viiij !ypi.,a, pi.; Ile ot the ie'xi6lwii; aid j,--cjpose�j grac.1f. til Aw 7 I- El D C� 15 6 Showirvj ;0catior, ol the following, -1 01 F'. '5 E.I The fUTnjCijr :!T'N c-oltosponding to 0 N(Wj) 1562 Any vegela!-11 i, f 1 Ll) r 0 COMPLETED BY THE APPLICANT in 4) q ALL ArPL!CANTS 11"F TO SUSqUT THE FOLLOWING ITEMSAS ATTACHMEN"S, U M T11" ."e .revvif) Jet, -,I ii"? 13 0: Cl 0 wu lie z,rop—y -5 rarrie, 2b ThJ CIf W;-' r"."j,40y it 'O"ill(ro fn it it ne cfwe5p--ndrig t0 and the W-0 c aS 11 Ci app to si'lo1c; 1'ofccl'ofj -j r i,c i w,es,i,,, r-,,n -5 t 1:j e�— ;)iers,-or j�-it-qkp and(I I J Ures L',unarga-str�cl !x rip ci �he$uhiecl properlv. 1 3e '!i'e date"81"'Ie li=ga"descr;pi'on of the Coastal ccot'Vruc 001)cnrotcll v"t"Ch "'4bs 4'sec tor tile surYe'r via,-, recor"ied in The Couniv x! 1 3 Fie, :,-)n*rc)l markers and piopof4ycorneis antl their yes.gr,a;i,:wrs nrl�cjng the cornputea State Plane Coordln&tes 1t8,;':,n5 LiSe(t in occit:ng the coaSJdt orlIrn: !not (-)f ';i! i0asl two fCir Te S%iblect tD,opetly wh4ch are sonseciiiive to -teach oint.. �lrirl distances and Leanngs from the mortiorrented property corners to hp cctastal con51'4'jotrin con#rrl iine, rowe of t' Iravorso shcwlrio aoiu,-ter! ai)g'os L.l,,j ditoLhoil-I along vvi!h earm runtroi point and the t!P-5 to the c C)a 5"a' lineISS; I J11 11 33 T;�;-- 'ocalion of 0e, coavas -.onsirucfion con'rW Is le it i;jth;�q tio, C"Cal d;lo n-wilticir t"i tl)u Iv O Puarctil Departinow bo,c;hriv Or 1'1110 C.nabtal 00111SIFW-Ijor iifte Is w-itij1;1iS!1i-d ' vil-i1r.11 1140 pwopoitf 5 locatf-"f' Rlu meal)111121; VVI'Mur L7 rile and the 50-fool.sett.,,ir.K!c)(file!oil Vid!h C;1'lht�Sublu"'I propultv I 11.24 Accurate IimensiDns and locationb of the f0J1-RiatiQfl ex;-Rling BtructweCr 1he. silt iecl prope!vv, -arc] 11 dislarico penne,.dictjlar triri itle centrol fine Cit 5"I-foot set&0k, it) fi)e sclaward comers of the foundalion5 of any major st rLjc0kjres r;, the seaward I imit of the cl-est rr cap at the ex tfem'tte5 of any ri'oasla; or shore protection Structure; 11 35 Anctirile and locations of the foundation outlines of any axisntig structures in the immediate contugocus cli art:,wi that Uie applicant ccrleriiJ5 nave.eslclt)lk, "hfd j3 roe scjoabiv continucgjs and umform cnnutrijudull lin-s if tiici rem-ii! is equesled under the n5 f) 057f Paragraphs 161 t Llcj-,url Sfaiutes' and '..'le ficin, ilia: coasta! COnStrt'i (11 i'no Or'fifty foCit Seth ark he 5eawa,0 rr,,e ri of the fotirdati,)ns of any maic,5tructu -5 or ht stwva (l !ono lho coast o---ap at flie eii remitie-_of any e;-a-ni Fil oi SInc,rci 11.36 The signature i�fid eGal 0 lhi; zjevuyoi wno per'j,DfrnC-(1' nc survey. L7y a-'ertillicat::)n that the submittto draw vis 8CCUr--ituit, i-efier is a field surveti which complied ?roith Section 16B-31(109; t4.gida 11.37 Any Wrier Slie-specific 1;ilorwallon required by the StLitt 10 MiKe a thorough evaluation of an application '84 Oe4 pr!_,r I 7 :.7 conz�rucl- fe;'cc- o-2 alingment 11Lr seaward of the L 'zi --F COCC"ilrOrt: W t 7ri-at a-i e:'lsting bulkhead which m. arks the T 171'� app li<_-Ilt'% "al, -ard The f ence would be tied- 7 tel a 0 C upplicaut 's north and south t �,_- i Ie emcr,ea and ±0.5 GV7' of beach C cia- t d indi-ellxis species, tu biry the pi,�ced, --d -eeel-A e- -ist Cert_,_:1 be repaired and reloc- t d A i?,w.� would a e r . 2,15"e 5,7cess t,� Ti,.c -pplicant 's 3rd, extending sea- n4 we v I d be resAUec� as reed-d. cn' tk' "!C. tho IhA c+ rt fr,i-A on Y P l 1� 17 A T-1 I I t c c I,d i', c e. c) i t a I Fi fence to elevatiun 4' a ove 0 n e c,T c ince ,i I i S rim T' 1 7 g -'L iA Consif:;tert With tile Sea- 1T) Pet 'i":t as We__1. a S that nl: t-11'a adjacent yards to the 17, _rer-.'1vi-u.g the tol') t I i of the bulkiiej-td, buryiut4 IL -and vegetating with _LL; TeMOylng nn existing eyesore and potential safety I'i V t e t ja 1 Of c i,e ulere.1 1 ct stru.-ture, Repair an r e o -ie beach, thereby i r W' -"t 111 d44.i C�7'1 t e ci a L c e s sway t c t J!'j 0,11i E_d; t r i z--i t r a f is tlirnugh t h e dunes. yj C'c r-re Lf :,nf ',o1',,00.',, 'jil an quache;j COMPLETED WkQrFldl�UJ§f 'LY By THE Recolved APPLICANT ALL APPLICANTS ARr TO SUBMIT THE FOLLOWING ITEMS AS 1310 4) 6) CL ATTACHMENTS: K 0 tIvII-4r"Ce Of C'kr1ef.5hq" Of thle plooerlyr as spei'Jhed in palagiapl" Ad7ylolstrative Cede 0 D C D V"Ier eyodence ilF!:V!Jed by the ap,,)fopia1t_- local !1111 ,n !ui.5,4ictinn ovcil 'fie acl!vil 'th6l,VIP 6,, 11-IC-F_':V;b;l.'j", tioeS rv',f contravene !or.ai -_305aCK r0quir M nts Or: ning or buildi!i(! :)e*,aj;s Find. LjS!Jicatiun inrl,,ai g engineering des-gF. C _nvp,ila!!ons for any P.o5z+sed w8ste owo,over.unoar,o, across the bea,',h P:,Jdune i:nsysteu-i- LI nc ung )L' n-7 lirr :ha I ited t, i owing 1.1.5 Sl.'rr.-1 .1'ainage " L'j, C',3 fir nc%nditioning wale! a!5,zharge 10A Well d'scnat9a 1C 5 Domesll,, waste systema . .. . . . iL)b Outfalls X", Two 000rss of a t0;)00r0Dh1c survey drawing of the subirict proporly 11 0 11.1 The topographic information depicted In the drawing shati()fj from heirs sti,w_y work performed not more than six months I)rloi"lo the date) of application, 01 1, JIN THE �1k 7NMES SEPlLWARD 01 A At-; , --'c A , -"ASTAL CUNSTF4U(.J :*ATRQL 1-;NF FIFTY --�-;T SS'MAC and '!h PERIM11 FEES ARE NOW REQUIRED ;.NSIRUCTIONS: i.po rr pr1 a!! nswerE -j5;r.g ib'3�;'A if tyr -, a, t'cvofnor J Cab;r vi apr-rovai or at z��,r me anc. C, rf gervao'If rAli twor- I., C vjj i!G 31 1 G Ul:t N', requested or -19 fl?r- 00--t.ul'3. A1,1,P11 Covwrori .-,!i r.}a;yp(, r,,cri nnay be aprife-it- :)-derCeJ by'ne,F-140CAlve -r, rpt i-soitame mie:o, *t +. o 1,;Pa I f!,ay he uiive DIrectill de -jr -a : -ia; , -t� .20 rpq; 1�0 1-j qk;b!)w In(4 wfcrnnal-c-i� 1scr!biEd p si ion.twc- Lmio e,� ti,-e�-ai!ri a, rA req,eFleri jn thig Bm-1 ie appii ation w _q! staffbeer rece!vod by the Burda. - -_.. ,: ..::.. .r'.` :#, r� ;Wi ;ha it_ri.. ( '.i ur a- i vo� W1 UIC 'ke 10 CJ-r)%Ull I%"- *,t--e , L €".,o, agu;ati-i Er i9O4; 488,71180. in order to reach .a(:,f V i ch h c p i ;5,,3 te-J prf-DiPCt 173 iO-ca*9-d Vid rlivr? c V*t: SECTION ONE g o r as 8 t-, C1 _FM a—` 11 T-7;7"7 7 _7 P 4430 I t? P r.Qde T—.I `2 10 14 Maoling Addrass 210 0 Wes* F- v� Lane, III 75P corle 3 2 --Irriii6dtpvlth this applicatlor is frije Full hall t-e- 'ndicmrd as such in IIlos 3 Sli;nal,,,its of Appli---anl 4 ---- -- 7;,Sd r. t ;:r,nk80 Nrv-e Ai5e) N;,jf- f "fl, si, c;'g of p-.',- ostNitv ?„arl-1, � R i: 1)10 3Q 9 A_je 1 3 hate if ;s A, t4tiaCt'fP-o tf of-tot activiVes seaward CAUTION.r�sliurio to oMaln a peri-lit fruM,he uepaijonj of as req,W-?d print to coils !,.jImen Gr� f of Is Coastal ConotiuCkjan control line o,fifty-hoot so'back Is a vIn'ei:on of Chaptiff W.Fiorlda Statutes.Vlr—tor#are subjocl to prosecullon a first or second degree misdemeanor(as appropriate), ailiji H file of wp to $10,P-0-0.00 for each day that the violation continues; and D- oarjmont may order removal of structures!)ujJj In violation and restoration of damoges beachidunif areas and the vegetation growing nort: t:, to their pro-construction condition. Oil r kii§KAMPO opowT O I 3492 DEPARTMENT004iiiL6I1144 CITY t3F ATLANTtC'SEAM; [ ' MIT+ .x.'INFORfiT10i ' LOCATION TNPCR9A Permit u,nb Addrosa�x ; ' HRACN. AVRN a'$$ o ` Ty�� ,.�t� � ATS AST 'FLORIDA �2 ' CEx� o Works AIO� t'» earxr» T"�rP s !ODI fiRAME .. -� bECRIP 'ION I'rarpc , U � Ii Lot ll w stns L F"AC , Ealcz k iora R413 0 pr" ." + Coats 00 5tsbciiv + +r Tot ,Fees- AN ► j t i d $ 5th W PNOT1107 IN }. t Atldr L.ICATION FEES fi a tAIA' $ t AlPACT F'RR fig,4141,T, o E53. 5o l bar N.. FLORIDA 3223 Wow VfPACT F'1 E SQ. L?O 4 ►s N RR lTIO . A, Add �r L Ci . NC. RAD" OALL yjt 5 �yAp rC. 00 ? � DAAu NAR -'so,00 0. 00 s C. N ,00 NOTES. f a 1 NOTICE ALL CONCRETE t=ORMS-AND FOOTINGS MUST SE,04$,OtCTED'SIEFORE t•+OURING P AM1T VO' SIX MONTHS AFTER PATE OF ISSUEIt BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLA C i)IN PUBLIC SPACE AND MUST BE ` CLEARED UP'AND HVLED AWAY'S EITHER CONTRACTOR OR OWVNEFI.. r ' "`FAtLUR TO CO�IlPLY IT'k THE MEC AIIF�OS `LAW CAN RESULT 1N I 7HE 0, PER" Y CSW ka t PAYING TWICE"Et .t tNG'1MPROVEMENTS." I$SUEQ ACCORDING TO /APPR©VED PLANS WHICH ARE PART 00 THIS Pt*l�MIT LAND SUB TO R OCA �t� fw pp i \IOLAT`ION .,ION Poi®bl fO OF LAW. WWI #MV AATLANTiC BEACIi BUILD.INC�DEPARTMENT 7,7 , .t,�`� rpt ar�''�. cxf u. .� .. CITY OF ATLANTIC� TIC BEACH APPLICAT10 N FOR PLUMBING PERMIT JOB LOCATION: PLUMBING CONTRACTOR: LICENSE NUMBER: J i � OWNER: ✓�<� BUILDING CONTRACTOR: TYPE OF BUILDING: SINKS SHOWERS 2 LAVATORY WATER HEATERS J BATH TUBS DISHWASHERS URINALS DISPOSALS SCLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: + $15.00 = ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. rl;TICIA R�:CCRDS NOTICE OF C TO WHOM IT MAY CONCERN: The undersigned hereby informs yc certain real property, and in acc< Florida Statutes, the following Commencement. DESCRIPTION OF PROPERTY: The Nortl 28, North Atlantic Beach, Unit C recorded in Plat Book 15, page 10, Lot 4, Section 9, Township 2 Sou- cularly described in Deed Book 157 records of Duval County, Florida GENERAL DESCRIPTION OF IMPROVEMEN family residence. OWNER: Edward W. Lane, III, and Barnwell Elliott Lane ADDRESS: 1735 Beach Avenue, Atlantic Beach, Florida, 32233 OWNER' S INTEREST IN SITE OF THE IMPROVEMENT: Fee simple. FEE SIMPLE TITLE HOLDER ( IF OTHER THAN OWNER) : Not applicable. NAME: Not applicable. ADDRESS: Not applicable. CONTRACTOR: White Building Contractors, Inc. ADDRESS: 4833 Royal Avenue, Jacksonville, Florida, 32205 SURETY ( IF ANY) : None. ADDRESS: Not applicable. AMOUNT OF BOND: None. NAME AND ADDRESS of any person making a loan for the construction of the improvements: NAME: First Union National Bank of Florida ADDRESS: Post Office Box 2080, Jacksonville, Florida, 32231 NAME OF PERSON within the State of Florida, other than himself, designated by owner upon whom notice or other documents may be served: NAME: None. ADDRESS: Not applicable. 01 1 ICIA _ FlFECUIRDS IN ADDITION TO HIMSELF, OWNER DESIGNATES the following person to receive a cop_r of the Lienor' s Notice as provided in Section 713.06[2] [b] , Florida Statutes. (Fill in at Owner' s option) : NAME: William R. Jaycox, AIA ADDRESS: 1300 Gulf Life Dr. , #410, Jacksonville, Florida 32207 Owner STATE OF FLORIDA DUVAL COUNTY SUBSCRIBED AND SWORN TO before me I. UNDERSIGNED Clerk of the Circuit&County Courts, Duval this c,�' /i_ day Of February, 1.991 . County,Florida,DO HEREBY CERTIFY the within and foregoing is a true and correct copy of the original as it appears on record and we in the office of the Clerk of Circuit&County Courts of Duval County, Florida. `� 1C�_/ �`-♦' �,_�_________�_,____ WITNESS my hand and seal of Vqrk of C ui A County Court Nptary Public, State of Florida at Jacksonville, Florida,thisthoodayoftC4, A.D.,1991. My Commission Expires: HENRY W. 000K Clerk, Circuit and County Courts vaI C u ty, Florida P 1 IC, Slr j r- 0" FLORIDA �, ;'.i C�•iilii?!n�{C it ;i�-�n„� i cJ. �� 1995 By j—, 1 Deputy Mak -U � c\tZf ' • �o y f� G CO Zry r�r7 rv�rn � J r- CJi -a W 2 I:\USERS\EWL\FUN\LANE,NOC CITY OF ATLANTIC BEACH, FLORIDA ApprOv"by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:___ `_�'� 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 ORDINANCES. r7 1 ,-_f ELECTRICAL FIRM: S-Jop aT i le t-f"- MASTER ELECTRICIAN SIGNATURE .-J` (-)- 1c, JOURNEYMAtj NAME_ ':"I�_ v= iJ —s ADDRESS:' 0-3s /3-4_ ./2✓< _ RFD BOX BLDG.SIZE BETWEEN: RES.( ► APT.( ! comm.( ► PUBLIC( ► INDUS.( ► NEW( ! OLD( ! REW. ADDITION( ► TRAILER ( 1 TEMP.(✓f SIGNS ( 1 SQ.FT. SERVICE: NEW(vi' INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER -5-0 AMPS PH W Z YtVOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER BELL TRANSF. APPLIANCES AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS n w ' MOTORS H.P. VOLTAGE PHS NO. H.P. VOLTAGE PHS S SIGNS NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN INCANDESCENT LAMPS TIME SWITCH FLUORESCENT LAMPS DISCONNECT NUMBER SIGNS RECONNECT NUMBER SIGNS MISCELLANEOUS WELDERS: PRI. PRI. TRANSFORMER TYPE NO. AMPS PHS NO. AMPS PHS MG MOTOR NO. H.P. VOLT PHS AMP GENERATOR NO. K.W. VOLT AMPS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA F RWARD UTILITIES: CITY 1 ) FLA.LIGHT&POWER ( 1 CLAY COOP.1 ) REA 1 ) OKEFENOKEE ( 1 OTHER ( ) WORK BEING DONE FOR ADDRESS OWNER-AGENT-GENERAL CONTRACTOR CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:___ _ 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 ORDINANCES. ELECTRICAL FIRM: el-fr ` MASTER ELECTRICIAN SIGNATURE IJ Vo— JOURNEYMAN NAME Leh' c �� I1 e is ADDRESS: 1 S /3eu j^ A"c. RFD BOX BLDG.SIZE BETWEEN: RES.(✓ice APT.( ? comm.( ! PUBLIC( 1 INDUS.{ 1 NEW( ! OLD( ! REW.( ! ADDITION (vf' TRAILER ( ► TEMP.( ) SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE (vf REPAIR ( ► FEE CONDUCTOR SIZE .2- WC AMPS COPPER ALUM. I5•C b SWITCH OR BREAKER LI 0 AMPS PH 3 W 2-q a VOLT -619 RACEWAY v .c�U EXIST.SERV.SIZE Z d AMPS I PH 3 W zy VOLT -SZ- RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS /0 CONCEALED OPEN TOTAL -� RECEPTACLES 2o CONCEALED OPEN TOTAL C7 v c v O-SO S. 9 f•100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. JBELL FIXED 0.100 AMPS. OVERAPPLIANCES TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS MOTORS H.P. VOLTAGE PHS NO. H.P. VOLTAGE PHS S SIGNS NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN INCANDESCENT LAMPS TIME SWITCH FLUORESCENT LAMPS DISCONNECT NUMBER SIGNS RECONNECT NUMBER SIGNS MISCELLANEOUS WELDERS: PRI. PRI. TRANSFORMER TYPE NO. AMPS PHS NO. AMPS PHS MG MOTOR NO. H.P. VOLT PHS AMP GENERATOR NO. K.W. VOLT AMPS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA WFORWARD UTILITIES: CITY ( ! FLA.LIGHT&POWER ( 1 CLAY COOP.( ! REA 1 1 OKEFENOKEE 1 1 OTHER 1 1 WORK BEING DONE FOR ADDRESS OWNER-AGENT-GENERAL CONTRACTOR 0EPARTMENT OF fI1Ut�! 1 �3 CITY,OF ATLAhtTIC BEACH PERnIT INFdRMAT LOCATION I FdRH nN P*r aai I(umiber: 491 dd*, s 1 1735 BEACH AVENUE' Pi r'yllit T yrpo s W 'I�!l I `° 't3ty .. "TLA TIC BEACH, FLORIDA, 32233 CI'mus of, Wor4l NES A ,' O CRIPTION - -- .- Constr� Troe aWOO Eoctityra j � . oposed,d Us*,, i, .IN LE �A � t�C owo. "Pt pwt 11 rtg r 1 C ty ubd3..viai n t MORTR ATLANTIC BCH "ted, Valuer Ot) i mp rov. Casts rO,; ; `6ta 'Fees I "S'35.00:- it S' 5. .it P 03, 0100 t .k Dopa" MI I POOL }} �. AP-PLIOAtlCIH PEES i ,dd3�"" a1'1�' not, y�''W�A`U �L pACTEE gW 323 lilyAPA MM r�$0L 00 u ibon f. l }ro t"r' t,t'7 ✓ 9 ,� b" �," t�Ti F"a SAS �. X $0. 00 f None iP CaI ACXS N`V 4LZ INC WA`` t T`+ I� $0.00 � r . *0,.OG .'3 JO .. '� + r,. SHARE r i `yp+ lC. 1 E I, PELT Of 0, I 4 C NPACT FEE <»; �.H,r'Rtwwaue.sua4 rN,ro.4M�^sa "'"' iil d Gia "�7 } a t 0 4 �j �n J SY y + I by F- NOTICE—ALL CONAlwo FOOTINGS TO I`��PECTE©BEFORE POURINC, � PERMIT YO�.Q SfX MONTHS AF R;dAfiE CtF IBSUE � 8 !'tLdINGlu1ATERIAL RUBB,tH,ANd d $ IIS FROM THIS WORK MUST NOT 13E PLACd IN'PUQLIC SPACE,ANi)MUST f CtAPAR # `tJP ANd H IULEtJ YIfAI`BY EI"1~H�EH COR�TRACTOR aR'OWNE l, < s � ... T L , ITNT, -1slf � `f Pr 4'.s t {{I AY ING OvEllm T1 tt, i ,77 Ed ACCty 4 Tf ARP?®VES PI.AI�IS. +h11CH ARI: PART fi)F THIS PERMIT ANC1'` t1BJR"EY,f)CATIflR . TION OI=;'A�.It� El E f4IS11 ' ?T'LAW, 1L M y6� xY¢ t fti:F'e�uY t AT &f+' jC aEACHf 6UI1 Q NCG DEPART �+tENT ��`k�n.;,u ...r, ,.,.4...� n ra�$,u^t&v�':91�..d1�r,.A,•'r�.n„�`z°&4u�,�. ..._ .�<. . ,h. ,. a .,r.�.:_ _.„ CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address 17 3s 9C-4d1-1 40 E Lot #;0 'e)F• �o-t-•� 7�F �ora�Block # Subdivision N 47J- Owner TLOwner Address WO-E. ContractorApp,,.4Po0 t=Address (A,�2 5� (A , 6 4At License Number cf CD Valuation $ / 7 00 r� Gallons p p C7- SITE PLAN front In EnD u ro A?PAR j DEBUG" CItY 0 ��cs �uti�otH� n OR x,1991 rear Signature Owner Date Signature Contractor Date 3 / 1 ll � [his ifistiament was p'epared by.,.' 0 0 2 I EDWARD W. LANE, III of t i ULMER, MURCHISON,ASfi.BY &TAYLOR ()rw DS P. 0. Box ;79 OFFICIAL 4C{� RECORDS Jacksonville, Florida 32201' NOTICE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713. 13 of the Florida Statutes, the following information in this Notice of Commencement. DESCRIPTION OF PROPERTY: The North 20 feet of Lot 27, and all of Lot 28, North Atlantic Beach, Unit One, according to plat thereof as recorded in Plat Book 15, page 10, together with a part of Government Lot 4, Section 9, Township 2 South, Range 29 East, as more parti- cularly described in Deed Book 1573, page 117, of the current public records of Duval County, Florida ' GENERAL DESCRIPTION OF IMPROVEMENTS: Addition to existing single- family residence. OWNER: Edward W. Lane, III, and Barnwell Elliott Lane ADDRESS: 1735 Beach Avenue, Atlantic Beach, Florida, 32233 OWNER' S INTEREST IN SITE OF THE IMPROVEMENT: Fee simple. FEE SIMPLE TITLE HOLDER ( IF OTHER THAN OWNER) : Not applicable. NAME: Not applicable. ADDRESS: Not applicable. CONTRACTOR: White Building Contractors, Inc. ADDRESS: 4833 Royal Avenue, Jacksonville, Florida, 32205 SURETY ( IF ANY) : None. ADDRESS: Not applicable. AMOUNT OF BOND: None. NAME AND ADDRESS of any person making a loan for the construction of the improvements: NAME: First Union National Bank of Florida ADDRESS: Post Office Box 2080, Jacksonville, Florida, 32231 NAME OF PERSON within the State of Florida, other than himself, designated by owner upon whom notice or other documents may be served: NAME: None. ADDRESS: Not applicable. -7064, P"0022 OFFICIAL RECORDS IN ADDITION TO HIMSELF, OWNER DESIGNATES the following person to receive a coPy of the Lienor' s Notice as provided in Section 713 . 06[2] [b] , Florida Statutes. (Fill in at Owner' s option) : NAME: William R. Jaycox, AIA ADDRESS: 1300 Gulf Life Dr. , #410, Jacksonville, Florida 32207 Owner STATE OF FLORIDA DUVAL COUNTY SUBSCRIBED AND SWORN TO before me I. UNDERSIGNED Clerk of the Circuit&County Courts, Duval this c1'/��i.- day of February, 1.991 . County,Florida,DO HEREBY CERTIFY the within and foregoing is --— a true and correct copy of the original as it appears on record and file in the office of the Clerk of Circuit&County Courts of Duval �) County, Florida. WITNESS my hand and seal of Irk of C ui &County Court NUtary Public, State of Florida at Jacksonville. Florida,thistheddayoff-&O, A.D.,19g1 My Commission Expires: HENRY W. 000K Clerk. Circuit and County Courts ay vol C u ty, Florida _• � ,t r ; Cwilil�In�ILri „fij�n ., I cil. 1 �, 1�� 1g,4 Deputy Cie k ''U 1 ri�•) h 7-1 V 1 r-- t", r... , C,CD CO ,T 7 'Tl C7=' n Q 1 M N r_ � C.J 2 I:\USERS\EWL\FUN\LANE.NOC CITY OF • r��°�uttic �eac� - ��r�a BUILDING PERMIT APPLICATION 716 OCEAN BOULEVARD REQUIRED SUBMITTALS P.O.BOX 25 Each application for building permit must be accompanied by two complete ATLANTIC BEACH.FLORIDA 52299TELEPHONE(904)22595 sets of plans. including a detailed site plan. indicating location of utilities, parking, size of yards and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq.ft. or more); and a recent survey of the land for new construction and additions. APPLICATION CHECKLIST 1. Building Application form 2. Two complete sets of plans 3. Detailed Site plan 4. Recent Survey, if required 5. Owner/Builder Affidavit* "Required when owner acts as contractor TIME REQUIRED FOR PERMITTING VARIES; APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED. SCHEDULING INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 p.m. Inspections are made the following working day; please specify am or pm inspection. When calling in an inspection please have the permit number, job location and tie of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer 3. Slab 4. Framing, rough electrical. mechanical, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers (electrical. mechanical, etc.) 5. Insulation 6. Final inspection/Certificate of Occupancy. M BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until the building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of $15 is charged for all reinspection. CITY OF ?ROPERTY DESCRIPTION e vea'e t - �C'a7cc1Q "r A-/ 716 OCEAN BOULEVARD ..ot tom, __Block #--------Section #-------- P.O.BOX 25 0?-d-&-. ATLANTIC BEACH,FLORIDA 32233 T�� _ TELEPHONE(904)249-2395 Subdivision:_�o�2il4 (�,�Lfn/Ti� � fLIC �_# Street Hame - r1 DESCRIPTION OF WORK :r Address:_„-73=5---��RG� i7�_________ ..// If in a FLOOD HAZARD 'lood Zone,__A(O ---------area complete page 3. Brief Description:Class of of Work: / (New/Remodel/Addition)___ nb�GJ____ :O)IING INFORMATION Type of Construction: d n(�2f TC_____-___- :oning proposed ,istrict:.........Use:_____________________ Estimated Value 9 1 ��______ :xceptions or Materiale: CmNc ------- ariances Granted:------------------------ ------ --- Solid or Filled ----------------- _- ------ Ground:�O Y k ----Roof:----------- OWNER INFORMATION Method of Heating:______A-zlOnve-____ PropertyOwner:__-f-,Q__�--- --------------- Phone:-_-------_____ Mailing J _ Address _ATL ---------------------------- Zip:---------------- CONTRACTOR INFORMATION d Zi of Phone: 3 K9- Y4 7 7`.__ Mailing Address _ !(_�1�175=..---- ---------------------- - '-`� ---- - --------a- -------------------- Zip: ? -- do J O/ License Number; _ e o .,2 �V ___-_-- Date::s �LC I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO Be TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO ^, GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, y REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR Tfic 't �( PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT I5 k CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING ,,i , DATA HAVE BEEN OR SHALL. BE PROVIDED AS REQUIRED. ';4 �'F' Owner Signature ------- ----------------------•--Date------------ � r- �.: t 3 Contractor Signatur _____ _Date__ _�� 1 FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: FloodZone:----------------------- Required ----------- _-_-_-_-_Required Lowest Floor Elevation:_______________ If building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on -file with the Building Department. K COMMENTS: Applicant Acknowledgements I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and a21 other laws or ordinances affecting the proposed development. Date..............Applicant's Signature-------------------------- -------------------------------------------,--------- Department Use Required Lowest Floor Elevation _________________ Ata Built Lowest Floor Elevation _________________ Survey Filed with Building Department ........... ----------------------------------- Building Department Representative page 3 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION Owners Name Address Phone Location of proposed tree removal SECTION A - (For Additions and Site Alterations on Owner occupied Single Family properties) 1 . Describe proposed Additions/Alterations: 2 . Specify trees proposed for removal as follows: TREE COUNT SPECIES SIZE(DBHXHEIGHT) CONDITION 3. Will any of these trees be relocated on this property? 4. Are any replacement trees to be planted? 5. Describe replacement trees: (Number, species, DBHxHeight) 6. Attach a site plan showing trees and structures. a SECTION B - (All other Applicants) 1 . Property Zoning: 2. Submit the following: SITE PLAN/TREE SURVEY indicating: a) Site topography b) Existing and proposed structures c) Location of all trees w/ DBH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas j ) Show location and type of tree protective barriers k) Location of utilities, accesses and easements. 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage SECTION C I agree to comply with the rules and practices established in Chapter 23, - Article II of the Code of Ordinances of Atlantic Beach. Owners Signature Date CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and •requirements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry, 8719 West Beaver Street, Jacksonville, FL. 32220. ( 781-1434) � . 3419 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PI RMIT INFORMATION ____ ---- LOCATION LOCATION INFORMATION Per ami: $umber: 3479 Address: 1735 BEACH AVENUE: Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Class Work: ADDITION ---- LEGAL DESCRIPTION Const' . Type: WOOD FRAME Lot: Block: Section : Propo' ed Use: SINGLE FAMILY Township: RNC : 0 Daelli gs: 1 Code. O Subdivision: Estimated Value: $139675. 00 Improv. Cost : $0.00 Total. )~ees': $903. 91 Amount Paid: $903. 51 i Date Paid: 31 519.1 Work Deo . : CONSTRUCT .ADDITIONS TO SINGLE FAMILY :RESIDENCE OWNER INFORMATION --------- APPLICA'T'ION FEES Name: MR. $ MRS. EDWARD W. LAME, III PERMIT _8885. 00 Addre*a`,` 1735 BEACH AVENUE WATER IMPAC:'T' FEE $0. 00 ATLANTIC BEACH, FLORIDA 32231 SEWER IMPACT FEE $0. 00 Phone: (904)241-8389 WATER METER- $0. 00 RADON GAS-H. R. S. $17. 96 ------- CONTRACTOR INFORMATION -- --- - RADON GAS - 5"/. SC). 95 ( Name: WHITE BUILDING CONTRACTORS 'WATER TAP 50. 00 f Address: 4833 ROYAL AVENUE SEWER TAP $0.00 JACKSONVILLEj FL 32205 HYDRAULIC SHARE: $0. 00 License: CBC017252 Type: O RE-INSPECT FEE $0. 00 E SEC. H IMPACT FEE $0. 00 OTHER $0. 0c) NOTES: SECTION 24-164 CODE OF ORDINANCES REQUIRES A 4--FOOT HIGH FENCE AROUND ALL POOLS. ANY WORK SEAWARD OF THE COASTAL CONSTRUCTION SETBACK LINE REQUIRES A U.N.R. PERMIT. I NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING I { PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE f 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 MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." yALIDATIM DATE. 03/07".'1 , 3 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT OCATION #. VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT CONTRACTOR COPY a DEPARTMENT OF"EU14flING ' ~ s CITY OF ATLA TIdleAOH i T IN .t MATION +•. L,��iA `»I I tI INFORMATION •._� �I.. R l' , RE, ACH AVENUEACCrfJR a NL BUILDING ATLA TIC BEACH, F LORD , 322 "i AL DESCRIPTIO as tdrk,; ADDITION, Pons,1 j pe r WOOD d Use: 'SINGLE FAMILY Tq,�" ships . R1 is s ' O i Ep '_ V lue t il 0139675,1010 a tVCost: , " E0. + 'I'.fi1rl'n.'Fees�t - Dett� X191 DIT;ONS TO SINGLE FAMILY RESIDENCE FEES 'ATION :r 7 '" AFPL.ICATICIN AFtD ! i.A M1r I fI t PER"IT' ffi J.OCI lif ENIIE WATER IMPACT FEE EO,CIO � EE `I14PACT ,F"I E RC1 CHt FLORIDA � r� y .t S' M§ Q Xew LS T UNI Q FtiRMATION ---_- RA�1 GAS - 5;: C�� x N m T „n Z L' , dO CONTRACTORS�_ WATER TAP lrQ. CIO E WXR -TAP „Alza: » 33 AL. AVENU)a � X A L:L: ,.FL + 106RAUL I`C SHARE *C1,«CIC) Li ne s C.EICC?1 Type: CI RE-IH�PECT FEE 00 SEC. H IMPACT FEE ` SCI. O e .SEC 4'-16 CODE OF ORD, TFiA dCI REQUIRE � �-VVOOT RI PENCE ALL AIX'WORK SRAWA 1 41 TRE COASTAL. CONSTRUCTION SRTjIAC,KLI11S QUIRES .A D.NoR `r NOTICE-ALL CONCRETE FoAMSANDJ FOOTINOil MUST BE 1MRPf~` 'EQ E1 FORE POORIl�1G PERMIT VOID SIXMONTHS AFTER DATE OF ISSUE pUti.DIPIG.MATERIAL,RUBBISH ANC)DEBR}S FROM THIS WORK MUST NOT BE PLACED`iN PUBLIC SPACE,AX C�3*UST BIE ( CLEARED.Ijp'ANO`HAULED,RWAY OR OU BY EITHER CONTRACTOR NER 11 r r k 01A THE LIENLAW CAN RtSU- afiNCMRtVFA =ITERTY ? CoTWICEfBUI NG'! DILL s 'i LIED ACCORDING.TO APPROVO FLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT VOCATION -7` 1 1 �VKlAT[ON-OF APPLICAI3LE PROVISIONS 01=LAW. ATI:ANTtCBEACH BUILDING DEPARTMENT n t rr Yi y st Address. /1 /1 Heated Square Footage @ $ 10 per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch 1 @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valfiation lst $ r©0 Remainder Valuation —3.06 per thousand or portion thereof --------------------------------------------, Total Building Fee ADDTrIONAL PERMITS and/or FEES REQUIRED. + 2 Filing Fee $ 0 61 Fireplaces @ 15-00 ----------- 0 Mechanical VI/ $ PlumingBUILDING P=T FEE $ Electric/New L Electric/Te p Septic Tank BUILDING PERMIT $ 00 WATER METER CHARGE $ Well Swimming Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection Water Meter Elevation Certificate GRAND TOTAL DUE ------------------------------------------------------------------------------ --------------- CALCULATIONS and/or NOTES t CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REMODEL, ADDITION OR ALTERATION Owner(s) : Mg 4 MCE, EIV�) W L.JE a, (I1 Address: 1.755— bodcb,4 ANE Phone: 241 -&bscr . 277 Gay car--f 5razoN Cr! 7A�w r, sov, UNfi ' sot E Lot # lock or Unit/ # 9ubdivijjsion. Contractor: ' i� f"f6 ,�LJ,4 0j� U C- &y r44-C �k'SLicense No.. 4'/3C C f 72',S2_ Address: `��3 3 �o v,Z �✓ !/¢ . !/±X. /qL- 3> -Phone: � �' / �T Describe work to be done:_AW T1Atl5 In Wairuso, Present use of building: Ve51 ', M71AL $LUGZ 54t*ty Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase)? _ Y _ New plumbing fixtures?_ Y New fireplace?_ t New Heat/AC? _ SUBMIT TWO COMPLETE SETS OF PLANS, INCLUDING SITE PLAN AND SURVEY IF THERE WILL BE AN ADDITION TO THE EXISTING STRUCTURE. Signature OWNER: Date: Signature CONTRACTOR: Date: 5 kA FEB 1r' _ \ ~ . ^ ' . ` .. ENERGY DATA SHEET FOR JACKSONVILLE, FL. . � � NAME La e- DATE � _ JOB ADDRESS EPI '' -�X1. Type Insulation in walls '�u�� [ R Value r, � � 2. insulationino�Un Batt RV�ue Loose Fill _11 Value � Sky LightsSzFL Knee WallsGc. Ft. ' Nota:Noloose fill Insulation will boallowed on sloped ceilings or ceiling areas xonokJomd Inaccessible.. ' 3. Tvom insulation for wood floors R Value ^ ^. � . � 4. Concrete slab edge insulation ? R Value � � 6' Insulation R Value around ducts In conditioned space � 0' Tvom heating system H8PF AFUE ^ 7. Type cooling system ? SEER B. Type hot vvaterh�atar? Ef. '�� Head Recovery Un|t______ Solar ' Dedicated Heat Pump , . / . S. Tvom glass in vv|ndovva and doors DC ~/ DT ^ 8T_____--- � 10' Type exterior doors ? � ' ! 11' Are the dimensions of all windows and doors shown? ^ If not , provide this information on a ` floor plan .elevation or in amohedu|e, � ' 12.Size of the roof overhang? VO ' 13 f�nahooUbed,00rnamnd primary ormao� ---� '�� i 14.koomulti-zone A/C system hobaused? � 15.Cross ventilation in main bedrooms and primary living araon? ' 16. Is the building oriented on the plot plan with moompeoo direction ? |f not, draw in on the plot plan. 17 ksthere awhole house fan (atUc'h/pefan with CFM Rating of 3X the conditioned floor area)? 18. Infiltration package # 1_________ # 8 # 3 19. Attic Radiant Barrier? (See Q'E) � \certify that the above is the correct data used to calculate the EP oj�he Enel Form submitted,and will beincorporated|nthe subject job. . Signed ' f f WiLuAm R. JAYcox, A.I.A. Architect (904)396-4420 Thomas Boles Oct . 10, 1990 Director of Community Development P.O. Box 25 Atlantic Bch. , F1. 32233 Dear Mr. Boles As per our conversation in September I am writing you this letter to request utilities and to determine the point of connection for those utilities at 1735 Beach Ave, Atlantic Bch. , F1. My client Mr. and Mrs . Edward W. Lane , III would very much like to coordinate the construction of the addition to their residence with the construction of the new utilities on Beach Ave . I have also enclosed a copy of a letter that was sent to Mr. McNally in February for your information. Please acknowledge the receipt of this letter and please keep me informed of any new developments . Presently the design of Mr. and Mrs. Lane ' s addition does not accommofaate a septic tank system and was based on the assumption that utilities would be provided by the city. . Should the utilities in Beach Ave . not be available the Lane ' s addition may be seriously affected. I would appreciate your verification of utilities as soon as possible . If you have any questions please do not hesitate to call. Sincerely, William R. Jaycox, AIA 1003 Inwood Terrace • Jacksonville, Florida 32207 4 - MAP SHOWING SURVEY OF - THE NORTH 20.1. FEET OF LOT 27 AND ALL OF LOT 28, NORTH ATLANTIC BEACH UNIT ONE, AS RECORDED IN PLAT BOOK 15, PAGE 10, .TOGETHER WITH A PART OF GOVERNMENT LOT 4 , SECTION 9, . TOWNSHIP 2 SOUTH, RANGE 29 EAST, ALL BEING MORE PARTICULARLY DESCRIBED JN DEED BOOK 1573, PAGE 117, ALL OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, . FLORIDA. i NO 6 INCH ARTESIAN WELL WAS FOUND IN THE 50•x930 PARCEL ON THE WEST SIDE OF GARAGE APPROACH ROAD ACROSS FROM LOT 28. A 6 INCH it= WAS FOUND ON THE WEST SIDE OF SAID ROAD ACROSS FROM LOT 29 AS SHOWN APPROXIMATELY 12*FEETMORE OR LESS NORTH OF THE AFORESAID 5a'x93' PARCEL. 'NAVA& CITY OF 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 82239 TELEPHONE(904)249-2896 March 19, 1990 William R. Jaycox, A.I.A. 1003 Inwood Terrace Jacksonville, F1 32207 RE: 1735 Beach Avenue Dear Mr. Jaycox, In regards to your letter post marked February 22, 1990, the construction of new utilities along Beach Avenue is being engineered by Gee and Jensen. They will be able to give you any information that you may require for your project at the above referenced address. The project manager is Andrew May, and he may be reached at 904-731-7100. If I may be of any further assistance, please do not hesitate to call me at 246-2766.24q-S 0-99 Sincerely, Harry McNally Acting Public Works Director WuujAm IL JAYcox, A.I.A. Architect (904)396-4420 Public Works Dept. February 5, 1990 City of Atlantic Beach Harry McNally P.O.Box 25 Atlantic Beach, Fl. 32233 Dear Mr.McNally, This letter is written on behalf of Mr. and Mrs . Edward W. Lane ,Ill who reside at 1735 Beach Ave . , Atlantic Beach. Mr. and Mrs . Lane are planning to build. a new home at the above mentioned residence and would like to coordinate the construction of their home with the construction of the new utilities along Beach Ave . As the architect of this project I would like to avoid unnecessary construction of any private utilities to find that shortly there- after the Lane' s were required to hook up to the new public utilities. Through close coordination I feel that we can avoid any unnecessary construction. Please acknowledge the receipt of this letter and keep me abreast of the situation as new information develops: , If you have any questions please do not hesitate to call. Sincerely, William R . Jaycox A. I.A. Architect 1003 Inwood Terrace • Jacksonville, Florida 32207 n 5416 „ ` pEPA NT OF B NCS CxITY C} NTIC 1tACH d, PERMIT INFC7HI�IATxC#,I+t .. .�.�.�... . .. rgrx Fl � � "7 Sri A JAI AVENUE 1» H 1xTlt &►r S ' IS P r3.t typed UTI LITIVS,46 1 ;A C�';� ��. "FLORIDA 3�2�«� Coplit�r. �'T r WO t D FOAM, ; ��3an P c►r�+ .Uz INC3 . FAL T'd ': ` t D 111i rzgaei s 1 Codes', ubt ivy�s +n s �TN ► ` SACH 1 #xtated Y>a3`u r �$0,Citi � Irrlrprtav► Costs #K�.DQ T atal 0� w►. 5 _ OIC 7/928 NOrI� IRRIGATION APPLICATItI PERMIT Adrf ss'z AVENUE VAT IMPACT' FFA X43;� tiD I ? FSE � . # N CIMMAT N - RADON OAS - 5 .00 w.r+.+r........ " Na�tnea LIB Wt1 UPAFFt NT MAR 'f AP ._.__. .. c18 59 - HYDRAULIC SHARE irC�. . + +� � Q RE U04 FEE SSC. H IMPACT FEE = �" S4. 0 s rf' 'aka NOTES: NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST St INSPECTED BEFORE PQURING PERMIT VOID SIX MONTHS AFTER DAtE'OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FAOM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE :CLEARED UP AN HAULED AWAY"BY EITHER CONTRACTOR OR OWNER' #F FAILURE TO COMPL Y iNITH THE' MECH#�NICS° L l LAW CAN `RE$ JLT M THS PRt P A. Y.,OWNVER BAYING TWICE F�R'� � ��1�1� IMPAt?V M E�NTS " ISSUED ACCORDING Tp APPROVED PLANS WHICH ARE PARI OF THIS PERMIT AND SUBJ FtEVOCAT 'a�R VIOLATION QF'"APPLICABLE OAOV1610 4S OF LAW. ATI ANTIC BEACH 13LlILfli.Nt3-D P Tt E -., � r 1 412'� M By. PRICE Quote APPLICATION FOR WATER AND/OR SEWER TAP a APPLICANT NAMEt __��-------------------- HAILING ADDRESS_ _"alt .=-------------- �' -% PHONE NUMBER_=��_�� - DATE_____- 2______ SERVICE REQUESTED _________ ----------------------------------------------- SERVICE LOCATION /'/--__ _ ______________ ------------------------------------------------ DATE SENT TO �„ DATE RETURNED PUBLIC WORKS_ _2 _/ TO BUILD. DPT. ________________ DATE OWNER NOTIFIED_____________________ j` APR 2 31992 ' and 1� r w 6 !1 tom. F �ir WATER MAIN EXTENSION AORS MENT a THIS WATER MAIN EXTENSION AGREEMENT made. and entered into this- day of ZV , 1992, by and between TSE CITY OF ATLANTIC BEACH, FLORIDJI, 800 Seminole Road, _Xtlantic Beach, Florida, 32233 (the "City" ) , and Edward W. - Lane,' 1.11 and Barnwell _ E. Lane, his wife, 1735 Beach -Avenue, Atlantic Beach, Florida, 32233 (collectively, the "Owner" ) . W I T N E S S E T H: Recitations; (i) Owner owns the real property located in Atlantic Beach, Duval County, Florida ( the "Owner' s Property" ) located at 1735 Beach Avenue, Atlantic Beach, Florida, and more particularly described in Exhibit "A" attached hereto. (ii) Owner wishes to extend a' public water main from its present location near the intersection of 18th Street and Beach Avenue, along Beach Avenue to the Owner's Property in order to obtain public water utility service (the "Main Extension" ) . (iii ) The Main Extension will pass adjacent to and in front of several parcels of real property ( "Intervening Parcel"; collectively, "Intervening Parcels" ) more particularly described in Exhibit "B" attached hereto. ( iv) The Intervening Parcels currently have no public utility service, and the Owner wishes to be reimbursed by the owners of the Intervening Parcels when and if any owner hooks up to the Main Extension. (v) The City, having found that it is in the best interest of the citizens of Atlantic Beach for private persons to extend public utilities at their own expense, has agreed to assist the Owner in obtaining reimbursement from the owner of each Intervening Parcel on an equitable prorata basis at such time and in the event the owner of such Intervening Parcel hooks up to the Main Exten- sion, and for that purpose enters into this Agreement with the Owner. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged by the parties, the Owner and the City, each with the other, agree as follows: ' 1. The foregoing recitations of fact are true and correct. 2. Construction of Main. The owner shall, at Owner' s sole cost and expense, construct the Main Extension from its current location to the Owner' s Property in accordance with all_ applicable laws and regulations, , and shall obtain all necessary pei:mits for _ the construction and operation of same. The Owner's work shall commence within one hundred eighty- ( 180) calendar *days of the-date of this Agreement and, if- such work is not commenced within -that time, or i-f the work when commenced is suspended, abandoned or not in active progress at any time for a .period of 180 calendar days, - then any obligations, duties or refunds of the City arising out of or prescribed by this Agreement shall be null and void and unenforceable. For purposes of this section, work' shall be considered to have commenced and/or be in active progress when a full complement of workman and equipment is present at the site to diligently pursue construction of the Main Extension throughout the day on each full working day, weather pexititting. 3. Proyerty of City Upon Completion. Upon completion of the construction of the Main Extension, and subject to the City's acceptance, it shall become the property of the City. owner agrees to execute such documents or instruments as may be reasonably requested by the City including, but not limited to, a bill of sale and/or quit claim deed evidencing the conveyance of the Main Extension to the City. 4. Inspection. The City shall have the right to refuse to accept the Main Extension until it has passed tests arranged by the City or those required by any agency or governmental body having jurisdiction over such improvement, in order to determine whether the Main Extension is constructed in accordance with the approved engineering plans and specifications. 5. Reimbursement of Costs of Owner. The City, as a condition to permitting the owner of any Intervening Parcel to hook up to the Main Extension, shall require from such owner a signed, sealed release, evidencing satisfactory reimbursement having been " made to the Owner for that Intervening Parcel owner's prorata share of the cost of construction. These costs of construction shall include both hard and soft costs. The amount of reimbursement shall be calculated on a front-footage basis measured along the right-of-way of Beach Avenue in an amount not to exceed $24.50 per front foot of each Intervening Parcel. The, reimbursement provision herein shall expire five ( 5 ) years from the date of execution of this Agreement, and the City agrees not to permit Intervening Parcel owners to connect to the Main Extension before the expiration hereof without the signed, sealed release of the Owner showing receipt of the Intervening Parcel owners prorata share of the construction costs. 2 6. No Precedent. The provisions of this Agreement shall not be construed as establishing a precedent in connection with the amount or basis -of reimbursement to be made to the Owner, or of any of the other terms and conditions Qf this Agreement, and the City reserves the right to make such agreement with private owners as it may' deem necessary and .desirable bn -a case-by-case basis. 70Recordinc. This Agreement is being recorded in the public records of Duval County,- Florida, for the particular purpose of placing the owners of all Intervening Parcels, their successors and assigns, upon notice of the provisions herein contained, and the same shall be deemed covenants running with the Intervening Parcels. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written. In the presence of: (Print Nam.) Edward W. Lane, III (Print Nana) Barnwell E. Lane "OWNER" THE CITY OF LANT EACH, FLOR DA By: (Print New (Print t aa) It$: 11 CITY" (Print name) 3 STATE OF FLORIDA COUNTY OF D.UVAL_ The foregoing instrument was acknowledged before me this day of ` - , 1992, by Edward W. Lane, III and Barnwell E. Lane, his wife. They are personally known to me or have produced as identification and did (did not) take an oath._ (Print No") Notary Public, State of Florida My Commission expires: STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this XML--. day of , 1992, by , as of THE CITY OF ATLANTIC BEACH, a municipal corporation, on behalf of the corporation. He/she is personally known to me or has produced as identification and did (did not) take an oath. 000, 444 (Print Na") Notary Pdblic, State of Florida., ,.My. Comm�ssion expire8: "1,43.zab ISM .M•',��. .,�7tt'' ...b.. .,, i T f.illi w 4 1.\MR3\ZWL\r1rL2ca.WrA i DEPARTMENT OF BUILDING Q CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 8 J 93 f PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB ICenO T Date August 7 19 87 1 I?,00CXT Valuation$ Fee g 10.00 347615 1 PA 5/07/8 6993 000CAC 34,25 1A 6/07/f This permit not valid until above fee has been paid to City Treasurer,and is (1 subject to revocation for violation of applicable provisions of law. i This is to certify that Lawrence Williams } i has permission to t install shallow well not fnr drinking purposes. Classification Residentis.l Zone Owned by Lane f Lot Block S/D jHouse No. 1735 Beach Avenue 11 According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 1 .4 10 4 0 O Building material, rubbish and debris f 4 from this work must not be placed in public space, and must be cleared up and hauled away by either con- ' ctor or owner.. i /� Buil ' O cial. / c°f I(%it FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTO PLUMBING ELECTRICAL SEWER WATER i .mss, FEE $10.00 APPLICATION FOR WELL PEF21`?IT CITY OF ATLANTIC BEACH PROPERTY OWNER , — Name: ` Day Phone Address c �U`Z zip,39 z-,, APPLICANT, IF aMM THAN OWNER Name: 4�t/( l�/�sv� 5; Day Phone �5 Address,, /!j Zip JOB Address or Location; Za& e-- Legal Legal Description: Is well to be used for drinking purposes? Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach, A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to ccmly with regulations stated herein: S' a Date 10712, DEPARTMENT OF WILDING CITY OF ATLANTIC BEACH � ::..,.. P1RIMIT INPIORMATlox -----_ -_ - LOCATION INFORMATION --------- Permit I ux r: Address. .1.'x'35 BEACH AVENUE Permit 'I'Y e: `1 NCE ATLANTI " HEAcH., FLORIDA 32233Class of ; War C: NEW I w 419GAL, I)ESCRIPTION Con tr. Type, ALUMINUM, Lot : 28 Slook S��t�ari, ... Proposed t3se w HLNCI� �'1�MILY 'I�c��rnsh P �fiC r� Duelling : I Cc�d Subdivi.as oti- ' NORTH ATLANTIC BEACH Imlay-ov. Cast v GI0 Total 'Fees : 10 .00 I 1.,x'.95 Work „ 4 FENCE PER PLANS i 'APPLICATION Y ,n ewt iw. PENT + } Add L` H AVENUE WATER IMPACT PEE 0.00 �� T CII FLORIL� d FEE 0 0, 00 RA AIV RADON " SO .00 ,. � CN Na�m� RO YEIt CAP1TAL IMPROVE. $0 .00 Aeti , a _ Ail .F , . . r, y �wx "° bxa Li aCI»vC ;3 CONNECTION E ,00 Type: J SEC E IMPACT, PEE ,..,$o.00 06T S6,R6 MARGE NOTES: NOTICE--ALL CONCRETE DORMS AND FOOTINGS'MUST 8E,INSPECTED BEFORE POURING PERMIT'VOID S1X MONTHS AFTER RATE OF ISSUE BUILDING MATERIAL, RUBBISH ANO DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BECLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER `zFAILURE,T© CCIMPLYWITH THE MECHANI 'S 'LIEi LAW CAN ,RESULT IN THS PRC3PER°T' ON In"N TWICE FORTRE BUILDING IMPROV TV 'ISSUED ACCORDING TO APPROVED,PLANS WHICW ARE PART OF THIS PERMIT AND SUBJECT TO REQAI#t1 FOR vIOI.ATItN OF APPLICABLE PROMS#ONS OF LAW. ATLANTIC BEACH BUILDINd DEPARTMI NT , e APPLICATION FOR FENCE PERMIT Owners name— , ^-1 _ _1 _ �_�t�---------Phone _ .U_L JobAddress_ ___ s----------------------------- . � ' Lot �� Block and/or Unit • -- Subdivisionb_j-j h--S;, &�� Contractor if different from oaner__„ -(ij-ifJ______________________ 3-----------------------------`------- Valuation of fence �_ 5 �i Corner or(--interior lot_____-____ Type construction_Cjj_Lj11'�i � �.A..i�2. __---------- Show location and height of fence as mall as location of street(s). SEP 11995 Building and Zoning Owner sipnatur � t �_ Date-------- Contractor signature----------------------------------Date________ �\��a��t\PR01EfilON rE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION C06430 Division of Environmental Resource Permitting Permit Number: o Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 310 No. of Pages Attached: aS FLOR A Tallahassee, Florida 32399-3000 FIELD PERMIT APPROVED PURSUANT TO SECTION 161.053 or 161.052,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activity indicated in the location and project description shown below was filed with the Department on the date shown below. CONCLUSIONS OF LAW: The application was considered by the staff designee of the Secretary of the Department of Environmental Protection and found to be in compliance with requirements of Chapter 628-33,Florida Administrative Code (F.A.C.). Approval is specifically limited to activity in the stated location and project description and the approved plans(if any),and the attached standard conditions and any special conditions stated below pursuant to Rule 62B-33..01513)(u), F.A.C. PROJECT LOCATION: J 'Alr)�f d/ / / -- 17 ',5j ., t,'_, /c- tYJ' Z (DEP/DNR reference monum e nt & street address PROJECT DESCRIPTION: I ..-k , t_ ( q Y r u SPECIAL PERMIT CONDITIONS: This permit is valid only after all applicable federal, state,and local permits are obtained and does not authorize contravention of local setback requirements or zoning or building codes. This permit shall be posted on the site as Public Notice immediately upon its date of issuance, and shall remain posted along with local approval until the completion of any activity authorized by this permit. Other special conditions of this permit include: 2 A CoX- _0 r r• ...� STANDARD PERMIT CONDITIONS: The permittee shat mply with the attached standar permit c nditions. APPLICANT INFORMATION: I hereby certify that: (1) 1 am either the owner of the subject property or have the owner's consent to secure this permit on the owner's behalf; (2) 1 shall obtain any applicable licenses or permits which may be required by federal, state,county, or municipal law prior to commencement of the authorized work; (3)1 acknowledge that the authorized work is what I requested; and (4) 1 accept responsibility for compliance with all permit conditions. 1 �t �� Telephone Na. Signature '�. .1E%4�j,11 C� 6- Q. � Date_L. p Printed Name. Also job title and company name if applicable: Mailing Address DEPARTMENT FINAL ACTION:: This permit is approved on behalf of the Department of Environmental Protection by (staff designee): (.,t a_.� � . ,t._.1_..- , on Date The permit expir s 12 months after issuance or upon such earlier date as is hereinafter specified by the staff designee. EXPIRATION DATE: l/ f/ / % Approved plans are attached: YES [ 1 filO [ Standard Permit Conditions: YES [N'NO 11. This permit is(Vnot(1 valid without a Department-approved "Information Form to Assess and Reduce Impacts to Marine Turtles." The Sea Turtle Protection Program and Local Authorities were notified on (date in office): PUBLIC NOTICE: The foregoing constitutes final agency action. Any person substantially affected by this determination has the right to request an administrative hearing to be conducted in accordance with the provisions of Section 120.57,Florida Statutes (F.S.). Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-5.201,F.A.C., if requesting a formai administrative hearing, or Rule 28-5.501,F.A.C., if requesting an informal hearing. Requests for hearings must be received by the Office of the General Counsel at the Department's mailing address as written above,within twenty-one (21)days after the date this notice was posted. Failure to respond within this allotted time frame shall be deemed a waiver of all rights to an administrative hearing. In the event that a legally-sufficient petition for hearing is not timely received,you have the right to seek judicial review of this permit pursuant to Section 120.68, F.S., and Rules 9.030(b)(1)(c)and 9.110, Florida Rules of Appellate Procedure. To initiate an appeal, the Notice of Appeal must be filed with the Office of General Counsel and with the appropriate District Court of Appeal within thirty (30) days after this notice was posted. The Notice filed with the District Court must be accompanied by the filing fee specified in Subsection 35.22(3), F.S. DNR Form 73-122 (Rev. 9/94) (White Copy - Tallahassee Office] (Yellow Copy - Applicantl (Pink Copy - Staff Designee] 36* zToaf, v i I J A' 1 Iv �, - O P,oR MLrN7 Pf A$7,_,..,O-1; ET CD .. .,er_•--; F•., ! G.:B/-+?`'i[�� •'v�S � fit✓ f'rG.r'F7'�-f•�S�=f� _" r--'----�S E�1 11995 �('E'G4f{it/S o ti"�Yr7 Building and Zoning i FLORIDA DEPARTMENT OF NATURAL RESOURCES \04r`t Division of Beaches and Shores I N Permit Number: 358 — (,� Bureau of Coastal Engineering and Regulation S� 3900 Commonwealth Blvd.- M.S. 310 yy NO. of Pages Attached: Tallahassee, Florida 32399-3000 'ZL w FIELD PERMIT APPROVED PURSUANT TO SECTION 161.053 or 161.052, FLORIDA STATLrI'ES FINDINGS OF FACT: An application for authorization to conduct the activity indicated in the location and project description shown below was filed with the Department on the date shown above. CONCLUSIONS OF LAW: The application was considered by the designee of the Director of the Division of Beaches and Shores, was found to be in compliance with the requirements of Section 16B-33.007 Florida Administrative Code (F.A.C.) and was approved pursuant to authority subdelegated in Administrative Directive DW 140. Approval is specifically limited to activity in the stated location and protect description and the approved plans (if any), and not prohibited byy the conditions Ne in Section 16B-33.015,F.A.C., or any additional conditions stated below pursuant to Rule 16B-33.015(3)(u),F.A.C. The specific subdelegations of authority exercised by the staff designee are: / I, BS-5 ( � ) ( ) and II, BS-5 PROJECT LOCATION: l�3S' ccl. e ZX/c,,/Ik +C (DNR R. monument & st. address) l / 1'K0jF,CT DESC*Rilri GZ-4: r'rl. 1¢__aaT GJ cle `'!�' %�f L�tc�•Cy O'tf n e n ►.c.1 GiJC .; SPECIAL PERMIT CONDITIONS: This permit is valid only after all applicable federal,state,akih 1 peA1i6 tW ebtaihed and does not authorize contravention of local setback requirements or zoning or building codes(( Ii$,l)Oiti] it u w,p $,ted ` on the site as Public Notice immediately upon its date of issuance, and shall remain posted along with local approval until the completion of any activity authorized by this permit. Other special conditions of this permit include: ZZ O'ecK /.S / 6•eq/i✓ - 7,4<w - a T 714 Syy fAaSS 70 gCi.i✓ rrJ�%,.:.yc.,.� G✓.,�7 ay- 30 /iy�rS T� 7".�-cry. Yom/ o��✓� GJ/+P.e a!{yc,4�•.` S!�4/� 6 Q A►///int ✓� .�/r �T /�.f KJ !a Jives �l�la C7P. G�6L/►C..l o"-� CSS T�tt�1 Y+va. Gd / C!�• P G� S �ac� G✓u�-t e��✓ ,,�� i e� S APPLICANT INFORMATION: I hereby certi}?thdt: (1) I am either the owner of the subject property or have the owner's consent to secure this permit on the owner's behalf; (2)I shall obtain any applicable licenses or permits which may be required by federal, sta , county, o ni * palprior to commencement or the authorized work; (3) I acknowledge that the authorized w is what I ues I accept responsibility for compliance with with all permit conditions. Signat Date 3f�°�p�- Telephone No. Printed N e. Also Title& Compan N e if applicable. /[ 1741 d`ci i' Mailing Address .316 C.�e 4� Liu �c l��: �A,2e. z� 322-6 r— DEPARTMEPIT FINAL ACTION: This permit application was approved on behalf of the Department of Natural Resources, Division of Beaches & Shores, and the Public Notice was posted by (staff designee): on Date 19.7— The ZThe permit expires 24 months after isst"ceFor upon such earlier date as is hereinafter spe"cified by the staff designee. EXPIRATION DATE: �--� b Z Approved plans are attached: YES [ J NO [X]. Section 161.015 F.A.C. General Permit Conditions) was provided to the applicant: YES [A NO [ ]. This permit is 0] is not ( ] valid without a Department-approved "Information Farm to Assess and Reduce impacts to Marine Turtles." The Sea Turtle Program and Local Authonties were notified on (date in office): PUBLIC NOTICE: The foregoing constitutes nal agency action. Any person substantiallyaffected by this determination has the r'ght to request an adminifinal hearing to be conducted in accordance with the provisions of Section 120.57 Florida Statutes (F.S.). SFiouldyou desire an administrative hearing your request must comply with the provisions of Rule A-5.201, F.A.C., if requesting a formal administrative hearing, or Rule 28-5.501,F.A.C., if requesting an informal hearing. Requests for hearings must be received by the Office of the General Counsel at the Department's mailing address as written above, within twenty-one (211 days after the date this notice was posted. Failure to respond within this allotted time frame shall be deemed a waiver o a I rights to an administrative hearing. In the event that a legally-sufficient petition for hearing is not timely received you have the right to seek judicial review of this permit pursuant to Section 120.68 F.S. and Rules 9.030(b1,(1)(c)and 9.110,Florida Rules of Appellate Procedure. To initiate an appeal the Notice of Appeal must 6 filed with the O ice of General Counsel and with the appropriate District Court of A pealwitnin thirt (30) days after this notice was posted. The Notice filed with the District Court must be accompanied by tie filing fee specified in Subsection 35.22(3), F.S. DNR Form 73-122 (Rev. 11191) [White Copy-Tallahassee Office] [Yellow Copy-Applicant] [Pink Copy-Staff Designee] RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 09550 - WOOD FLOORING 1. 1 Wood Strip Flooring: Manufacturer' s standard straight edge tongued-and-grooved and end-matched solid wood flooring, 25/32" thick x 2-1/4" strips, 2 ' -0" minimum length and averaging 4 ' -6" long, double channeled base, plain sawn No. 1 Select Oak, unfinished. A. Provide Oak flooring bearing the trademark of the National Oak Flooring Manufacturer's Association (NOFMA) . B. Manufacturer: Subject to compliance with requirements, provide wood strip flooring by one of the following: 1. Aged Woods/First Capital Wood Products, Inc. 2 . Anderson Hardwood Floors, Inc. 3 . Applied Radiant Energy Corp. 4 . Bruce Hardwood Floors/Triangle Pacific Corp. 5 . Chickasaw/Memphis Hardwood Flooring Co. 6. Harris-Tarkett, Inc. 7 . Hartco/Tibbals Flooring Co. 8 . Horner Flooring Co. 9 . Kahrs/Wood Systems Int' l. , Inc. 10. Kentucky Wood Floors, Inc. 11. Permagrain Products, Inc. 12 . Robbins, Inc. 1. 2 ACCESSORY MATERIALS FOR WOOD FLOORING: A. Asphalt Saturated Felt: 15 lb. type, ASTM D 226. B. Adhesive/Mastic: Polyvinyl acetate or special mastic of type recommended by manufacturer of flooring, and complying with flammability and environmental control restrictions. C. Fasteners: As recommended by manufacturer, but not less than recommended by NOFMA in "Installation Manual. " D. Stain: Penetrating type non-fading wood satin of color required to match existing sample. E. Wood Filler: Paste type wood filler, pigmented if necessary to match existing sample. F. Floor Sealer: Penetrating type, pliable, wood-hardening finish/ sealer; Penetrating Seal #21 by Hillyard Chemical Co. , or Penetrating Triple XXX Seal-O-San by Huntington Laboratories, Inc. , or equivalent sealer as recommended by flooring manufacturer. WOOD FLOORING 09550 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III G. Polyurethane Finish: Moisture curing type polyurethane finish, specially compounded for multiple-coat application on wood floors; FS TT-C-542 . (To match existing. ) H. Threshold: 2" wide wood threshold molding, tapered each side and routed at bottom of one side to accommodate finish wood flooring. Provide in species and finish to match wood flooring in Foyer and Family Room. I . Terminate flooring to marble or ceramic the to a marble saddle .by others. J. Terminate strip flooring or border at walls with baseboard and shoe molding. 1. 3 Installation: A. General: Comply with flooring manufacturer 's instructions .. and recommendations for preparation of substrates to receive wood flooring, including application of primers, moisture barriers, and adhesives. 1. 4 Conditioning: Do not proceed with wood floor work or delivery of materials until building is enclosed and -� humidity has stabilized at approximate level anticipated for sustained occupancy. Deliver wood flooring in advance of installation as recommended by manufacturer, but not less than 7 days before installation, in order to permit natural adjustment of moisture content. Open packages which are sealed against moisture penetration. 1. 4 Adhesive Installation: Comply with manufacturer 's recommendations for type of adhesive and method of installation, for a permanent, water-resistant bond to substrate. 1. 5 Nailed Installation: Nail strip-type flooring to subflooring (or sleepers) in accordance with flooring manufacturers ' recommendations. 1. 6 End-Matched Strip Flooring: Wherever change in laying '^ direction is indicated, kerf ends of boards and install continuous steel spline full length of joint. 1. 7 SANDING AND FINISHING: A. Machine sand installed unfinished flooring to remove offsets and non-level conditions, ridges, cups, and sanding machine marks which would be visually noticeable after finishing. Use 3 grades of sandpaper, ending with 00 grade. Vacuum clean and immediately apply finish. Do not permit traffic WOOD FLOORING 09550 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III on floor after sanding and until finish is completed. Cover sanded floor with building paper to provide access for application of first finish coats. B. Apply stain if needed to match approved sample. C. Apply wood filler by brush, followed by wiping across grain to work into pores and cracks. D. Apply floor sealer (2 coats) in accordance with manufacturer's instructions, including machine buffing with steel wool, in-the- wet where recommended by manufacturer. E. Apply urethane finish, in accordance with manufacturer' s instructions. Apply as many coats as may be needed to build a dry film thickness of 1. 0 mils. Retain empty containers for confirmation of film thickness. Apply no less than 3 coats, 4 coats in kitchen, service hall and family room, buffing after each coat. F. Install final coat when all painting in these areas has been accomplished. 1. 8 PROTECTION: A. Protect completed wood flooring during remainder of construction period with heavy Kraft paper or other suitable covering, so that flooring and finish will be without damage or deterioration at time of acceptance. END OF SECTION 09550 WOOD FLOORING 09550 - 3 e .• .� ..e ,,, RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 09900 - PAINTING 1. 1 General: A. This Section includes surface preparation and the application of paint materials to exposed interior and exterior items and surfaces scheduled. 1. Surface preparation, prime and finish coats specified OVA are in addition to shop-priming and surface treatments. B. Paint exposed surfaces whether or not colors are designated in "schedules, " except where a surface or material is indicated not to be painted or is to remain natural. Where an item or surface is not mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available. „ C. Painting is not required on pre-finished items, finished metal surfaces, concealed surfaces, operating parts, or labels. 1. Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code-required labels, or equipment name, identification, performance rating, or -nomenclature plates. D. "Paint” includes coating systems materials, primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats. 1. 2 Submittals: A. Samples for verification purposes: Provide samples of each color and material to be applied, with texture to simulate actual conditions, on representative samples of the actual substrate; define each separate coat, including block fillers and primers. Use representative colors when preparing samples for review. Resubmit until required sheen, color, and texture is achieved. 1. Submit samples on the following substrates for the Architect's review of color and texture only: a. Stucco: Two 4-inch square samples for each color and finish. PAINTING 09900 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III b. Concrete Masonry: Two 4 by 8-inch samples of masonry, with mortar joint in the center, for each finish and color. C. Painted Wood: Two 12 by 12-inch samples of each color and material on hardboard. d. Stained or Natural Wood: Two 4 by 8-inch samples of natural and stained wood finish on actual wood surfaces. e. Ferrous Metal: Two 4-inch square samples of flat metal and two 8-inch long samples of solid metal for each color and finish. B. Single Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats. C. Coordination of Work: Review sections in which primers are provided to ensure compatibility of the total systems for various substrates. 1. Notify the Architect of problems anticipated using the materials specified. D. Field Samples: On wall surfaces and other exterior and interior components, duplicate finishes of prepared samples. Provide full- coat finish samples on at least 100 sq. ft. of surface. 1. Final acceptance of colors will be from job applied samples. «� E. Material Quality: Provide the manufacturer' s best quality trade sale type paint material of the various coating types specified. Paint material containers not displaying manufacturer' s product identification will not be acceptable. F. Deliver materials to the job site in manufacturer' s original, unopened packages and containers bearing manufacturer' s name and label with trade name and manufacturer' s instructions. G. Store materials not in use in tightly covered containers in a well ventilated area at a minimum ambient temperature of 45 deg F (7 deg C) . Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. H. Project Conditions: Do not apply paint in snow, rain, fog or mist, when the relative humidity exceeds 85 percent, at temperatures less than 5 deg F (3 deg C) above the dew point, or to damp or wet surfaces. PAINTING 09900 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 1. 3 Products A. Manufacturer: Subject to compliance with requirements, provide products from the following: 1. Benjamin Moore and Co. B. High-Performance Latex Block Filler: Heavy-duty latex block ' fillers used for filling open textured interior and exterior concrete masonry block before application of top coats: 1. Moore: Moorcraft Block Filler #145. C. Latex-Based Interior White Primer: Latex-based primer coating used on interior gypsum drywall under a flat latex paint or an alkyd semigloss enamel. 1. Moore: Moore' s Latex Quick-Dry Prime Seal #201. D. Exterior Primer Coating: Exterior alkyd wood primer for priming wood under alkyd or latex gloss enamels, flat lusterless finish, and wood trim under medium shade or deep color high-gloss alkyds or latex's: 1. Moore: Moorwhite Primer #100. E. Synthetic, Rust-Inhibiting Primer: Quick-drying, rust-inhibiting primer for priming ferrous metal on the exterior under full-gloss and flat alkyd enamel and on the interior under flat latex paint or odorless alkyd semigloss or alkyd gloss enamels: 1. Moore: Ironclad Retardo Rust-Inhibitive Paint #163 . F. Interior Enamel Undercoat: Ready-mixed enamel for use as an undercoat over wood and hardboard under an odorless alkyd semigloss enamel or full gloss alkyd enamel: 1. Moore: Moore' s Alkyd Enamel Underbody #217 . 1. 4 EXTERIOR FINISH PAINT MATERIAL A. Exterior Acrylic Emulsion: Quick-drying, flat, acrylic paint for use on the exterior over concrete, stucco, masonry (including concrete masonry block) : 1. Moore: Moore's Flat Exterior Latex Masonry & House Paint #105. PAINTING 09900 - 3 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III B. Exterior Acrylic Emulsion: Quick-drying, flat, acrylic paint for use on the exterior over prime-coated wood and sealed and prime- coated painted plywood: 1. Moore: Moorgard Latex House Paint #103 or Moorglow Latex House Paint #096 (See Architect for Location) . C. Alkyd Gloss Enamel: Weather-resistant, air-drying, high gloss enamel for use on the exterior over prime-coated wood: 1. Moore: Impervo High-Gloss Enamel #133 . D. Alkyd-Oil Paint, Wood Shakes, and Rough Siding: Thin-bodied alkyd-oil paint for use on the exterior for a flat finish on wood shakes and rough wood siding: 1. Moore: Moorwood Solid Color Stain E. Exterior Semi-.transparent Oil Stain: Semi-transparent oil based exterior wood stains: 2 . Moore: Moorwood Semi-Transparent Stain and Wood Preservative 081. 1. 5 INTERIOR FINISH PAINT MATERIAL (REVIEW ALL INTERIOR PAINT W/INTERIOR DESIGNER BEFORE PURCHASE & APPLICATION) A. Latex-Based Interior Semigloss Odorless Alkyd Enamel- Low-odor, semigloss, alkyd enamel for use over a primer and undercoat on concrete, masonry (including concrete masonry block) , plaster, wood, and hardboard and both ferrous and zinc-coated (galvanized) metal surfaces and over a primer on gypsum drywall: 1. Moore: Moore' s Satin Impervo Enamel #235. B. Latex-Based Interior Flat Paint: Ready-mixed, latex-based paint for use as a flat finish over concrete and masonry surfaces, including filled concrete masonry block, mineral- fiber-reinforced cement panels, and plaster and over prime- coated gypsum drywall, ferrous metal, and zinc-coated (galvanized) metal surfaces: 1. Moore: Regal Wall Satin #215. ^ C. Exterior alkyd gloss enamel for use over a primer and undercoat on interior plaster surfaces, wood, and hardboard and ferrous and zinc-coated metal surfaces: 1. Moore: Impervo High-Gloss Enamel #133 . PAINTING 09900 - 4 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE] III 1. 6 MISCELLANEOUS WOOD FINISHING MATERIALS A. Interior Natural Wood finished to be selected by Interior Designer. 1. 7 Execution: A. Examine substrates and conditions under which painting will be performed for compliance with requirements. Do not begin application until unsatisfactory conditions have been corrected. B. Preparation: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and items in place that are not to be painted, or provide protection prior to surface preparation and painting. Remove 'items if necessary for complete painting of the items and adjacent surfaces. Following completion of painting, reinstall items removed using workmen skilled in the trades involved. C. Surface Preparation: Clean and prepare surfaces to be painted in accordance with manufacturer' s instructions for each particular substrate condition. 1. Notify Architect in writing of problems anticipated using specified finish coat material with substrates primed by others. 2 . Cementitious Surfaces: Prepare concrete, concrete masonry, cement plaster and similar surfaces to be painted by removing efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. a. Use abrasive blast cleaning if recommended by paint manufacturer. b. Determine alkalinity and moisture content of surfaces to be painted. Do not paint surfaces where moisture content exceeds that permitted in manufacturer' s printed directions. 3 . Wood: Clean surfaces of dirt, oil, or other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth, and dust off. a. Scrape and clean, small, dry, seasoned knots and apply a thin coat of white shellac or other recommended knot sealer, before application of primer. b. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling. PAINTING 09900 - 5 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III C. Seal tops, bottoms, and cut-outs of unprimed wood doors with a heavy coat of varnish or sealer immediately upon delivery. 4 . Ferrous Metals: Clean non-galvanized ferrous metal surfaces that have not been shop-coated; remove oil, grease, dirt, loose mill scale and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures ... Painting Council. a. Touch-up shop-applied prime coats that have been damaged, and bare areas. Wire-brush, clean with solvents and touch-up with the same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with non- petroleum based solvents so that surface is free of oil and surface contaminants. Remove pretreatment from .. galvanized sheet metal fabricated from coil stock, by mechanical methods. D. Materials Preparation: Mix and prepare paint in accordance with manufacturer' s directions. 6. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain before using. 7 . Use only thinners approved by manufacturer, and only within recommended limits. E. Application: Apply paint in accordance with manufacturer' s directions. Use applicators and techniques best suited for substrate and type of material being applied. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 1. Paint colors, surface treatments, and finishes are indicated in "schedules. " 2 . Provide finish coats that are compatible with primers used. 3 . The number of coats and film thickness required is the same regardless of application method. Do not apply succeeding coats until previous coat has cured. Sand .., between applications where required to produce a smooth, even surface. 4 . Apply additional coats when undercoats or other conditions show through final coat, until paint film is of uniform finish, color, and appearance. PAINTING 09900 - 6 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 5. The term "exposed surfaces" includes areas visible when permanent or built-in items are in place. Extend coatings in these areas to maintain system integrity and provide desired protection. 6. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 7 . Omit primer on metal surfaces that have been shop-primed. F. Scheduling Painting: Apply first-coat to surfaces that have been cleaned, pretreated or otherwise prepared for painting . as soon as practicable, and before subsequent surface deterioration. Allow sufficient time between successive coats to permit proper .drying. Do not recoat until paint has dried. G. Minimum Coating Thickness: Apply materials at the manufacturer' s recommended spreading rate. Provide total dry film thickness of the system as recommended by the manufacturer. H. Block Fillers: Apply block fillers at a rate to ensure complete coverage with pores filled. I. Prime Coats: Before application of finish coats, apply a prime coat as recommended by the manufacturer to material required to be painted or finished, and has not been prime coated by others. 1. Recoat primed and sealed substrates where there is evidence of suction spots or unsealed areas in the first coat to assure a finish coat with no burn-through or other defects due to insufficient sealing. J. Brush Application: Brush-out and work brush coats into surfaces in an even film. Eliminate cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections. Draw neat glass lines and color breaks. 1. Apply primers and first coats by brush unless manufacturer's instructions permit use of mechanical applicators. K. Mechanical Applications: Use mechanical methods for paint application when permitted by manufacturer ' s recommendations, governing ordinances, and trade union regulations. PAINTING 09900 - 7 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 1. Wherever spray application is used, apply each coat to provide the equivalent hiding of brush-applied coats. Do not double- back with spray equipment building-up film thickness of 2 coats in one pass, unless recommended by the manufacturer. wo L. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. -� M. Field Quality Control: The Owner reserves the . right to engage the services of an independent testing laboratory to .� sample paint material being used. Samples of material delivered to the project will be taken, identified, sealed, and certified in the presence of the Contractor. 1. The testing laboratory will perform appropriate tests as required by the Owner. 2 . If tests show material being used does not comply with ... specified requirements, the Contractor may be directed to stop painting, and remove non-complying paint, pay for testing, repaint surfaces coated with rejected paint, remove rejected paint from previously painted surfaces if, upon repainting with specified paint, the two coatings are non-compatible. N. Clean-Up: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. O. Upon completion of painting, clean glass and paint-spattered surfaces. Remove spattered paint by washing, scraping or other proper methods, using care not to scratch or damage adjacent finished surfaces. P. Protect work of other trades, whether to be painted or not, -* against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. Q. Provide "Wet Paint" signs to protect newly-painted finishes. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations. 1. At completion of construction activities of other •. trades, touch-up and restore damaged or defaced painted surfaces. PAINTING 09900 - 8 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III R. Paint Schedule: Provide the following paint systems for the various substrates indicated. Schedule to be provided at a later date. All exterior paint to match existing. END OF SECTION 09900 �r PAINTING 09900 - 9 .. ,.,� .� .,� •s. .« .� .� ., .. RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 15400 - PLUMBING PART 1 - GENERAL 1. 1 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and General Requirements apply to work of this section. 1. 2 SUMMARY: A. This section includes the following: 1. Complete soil, waste, and vent piping system serving all fixtures specified and located on drawings. Contractor may use existing cast iron that is in good condition. 2 . Domestic hot and cold water piping to all fixtures in new addition. 3 . Fixtures and equipment. 4 . Tie-ins to 1-1/2" service line provided by others. 5. Irrigation meter, service line to residence, swimming pool, and hose bibbs. 6. Contractor is responsible for complying with all local, State including Chapter 1OD-9 Florida Administrative Code, Plumbing, and Federal codes even if it means supplying, or installing different or additional equipment and materials, other than those specified in specifications or drawings. He is also responsible for obtaining and paying for all permits and fees related to this section. 7 . Any negotiations between Owner ' s representative and City, State, and Federal or private utilities over permits or fees is also the responsibility of the Contractor. 8 . Water meter and irrigation meter provided by others. B. Related Sections: The following sections contain requirements that relate to this section: 1. Division 7 Section "Flashing and Sheet Metal" for roof penetrations and deck membranes. 2 . Irrigation system: By Owner. 3 . Gas piping: By Owner. PLUMBING 15400 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 1. 3 SUBMITTALS A. Submit manufacturers product data for all plumbing fixture and fitting items to Architect and secure approval prior to installation. B. Residence Piping Layout: Coordinate with Architect proposed pipe size, valves, etc. and layout of hot and cold water piping and soil, waste and vent piping and secure Architect' s approval prior to commencement of installation within residence area. C. As-built Drawings: Provide as-built plans showing the size and location of all lines and valves. D. Certificates and Warranties: Furnish certificates of final inspection from local authority and all manufacturers ' warranties and instructions. PART 2 - PRODUCTS 2 . 1 FIXTURES A. General: Provide and install plumbing fixtures as follows; All fixtures except as designated shall be Kohler, in white color. Provide "P" traps and supplies, P.O. plug at lavatories and sinks and oval handle stops for water supply to sinks, lavatories and water closets. All such exposed fittings to be in same finish as other trim in room. Cabinet fittings to be chrome. WS B. All toilet accessories to be under an allowance. C. Shower door shall have clear tempered glass with polished aluminum frames. D. Faucets for all fixtures shall match existing bathroom ., fixtures. E. Bar 103 . 1. Bar Sink: "Addison" K-6552 13"x13"x6" black enamel with polished chrome strainer K-8801. 2 . Faucet: K-11930. F. Bath 109 . 1. Water Closet: "Wellworth" K-3520EB with K-4652 seat. 2 . Lavatory: "Farmington" K-2905. Color white. 3 . Bathtub: "Villager" K-715. PLUMBING 15400 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III G. Bath 202 . 1. Water Closet: "San Miguel" K-3406EB. 2 . Lavatory: "Farmington" K-2905 . Color 3 . Bathtub: "Villager" K-715. H. Bath 203 . 1. Water Closet: "San Miguel" K-3406EB. 2 . Lavatory: "Farmington" K-2905. Color 3 . Bathtub: "Villager" K-715. 2 . 2 ESCUTCHEONS Escutcheons shall be provided for all piping through walls, floors, and ceiling where piping is exposed to view in finished areas. Escutcheons shall match finish of adjacent finish, two piece, hinged with set screw. 2 . 3 DRAINS Deck drain at second floor shall be a standard round P.V.C. floor drain with metal perforated cover. Submit sample to Architect for approval before installation. 2 . 5 HOSE BIBBS Angle type, all brass with flange for wall mounting. 2 . 6 HOT WATER HEATERS A. General: Insulated gas heaters, Sawyer Gas or equal as approved by Architect. D. At second floor attic above Master Baths to serve these MW baths, Guest Baths: and Bar: 50 gallon "Energy Saver Plus" vent as per manufacturer' s specifications. 2 . 7 PIPING A. Piping to serve fixtures and equipment and exposed to view in finished areas shall match finish as specified under fixtures. B. Hot and cold water piping above grade in residence area and below floor shall be copper type "L" with wrought solder fittings. Solder joints 50/50 tin-antonomy solder. PLUMBING 15400 - 3 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III C. Water service and unconditioned cold water outside building to hose bibbs and swimming pool shall be Schedule 40 PVC with pressure fittings. Solvent weld. 2 . 8 INSULATION Hot water and lines exposed at crawl space below residence shall be insulated with 3 . 5 pound density 1/2 inch thick -` molded fiberglass insulation with F.R. all-purpose jacket. Any cold water piping that may be exposed to freezing temperatures shall also be insulated (same as hot) . 2 .9 SUPPORTS AND HANGERS Provide all hangers, brackets, plated, anchors, and fastening devices required for anchoring the fixture rigidly in place. Risers to shower heads shall be anchored to the wall ••� construction to prevent movement. 2 . 10 WATER HAMMER ARRESTERS A. Arresters shall be Wade Shok Stops for washers and flush valves, or approved equal. B. Arresters for non-slam valves shall be a 3/4 inch x 12 inch standpipe at each fixture connections. 2 . 11 UNIONS Unions shall be ground joint brass unions or flanges; provide on each piping connection to equipment. 3 . EXECUTION 3 . 01 CODES Comply with all governing codes including Chapter 1OD-9 , Florida Administrative Code, Plumbing. 3 . 02 COORDINATION A. It is the responsibility of the Contractor to coordinate the location of all plumbing fixtures, piping, and equipment with the locations of floor opening, walls, and electrical items, A/C ducts, etc. and install piping so as not to conflict. It is also the Contractor' s responsibility to notify the architect of any conflicts before any piping or equipment is installed. PLUMBING 15400 - 4 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III B. Piping shall be held as high as possible, tight under beams, with due regard to conflicts with other systems and their requirements for space. 3 . 03 SEWAGE DRAINAGE SYSTEM A. Exterior piping line shall be 4 inch PVC connecting to 4 inch service connection provided by others at septic tank. Route pipe to avoid existing trees and their roots. • B. Accomplish all necessary excavation and backfilling. Drainage piping shall be sloped at a minimum grade of 1/8 inch per foot. Piping shall run below residence footing. Adjust line of piping to avoid cutting tree roots 3 inches or greater in diameter. C. Cleanouts: Install a minimum of 1 cleanout between residence and septic tank tie-in and at base of all risers. Also, provide additional cleanouts where required by local codes or for convenience of testing and erection. Frames and covers shall be flush with adjoining established finish grade. D. Lines to water closets shall be a minimum of 3 inch branch. E. Furnish and install a complete system of soil vent piping. F. Each fixture, equipment drain or floor drain shall be separately trapped. G. Properly align and install systems in a neat arrangement true to the lines of the building. Pitch line at a constant slope for proper drainage. H. Loop vents so that the minimum number of vents pierce the roof. Vent stacks shall be not closer than 10 feet from �. edge of roof . 3 . 04 WATER SUPPLY SYSTEMS A. PVC service piping from meter to residence is 1-1/2 inch diameter. Route pipe to avoid existing trees and their ! ' roots. PLUMBING 15400 - 5 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III B. 3/4 inch irrigation system water meter provided by others. Connection to main service adjacent to above service connection. PVC irrigation service piping from meter to residence to be 1 inch diameter. Route in same excavation as above line to residence entrance. Irrigation control panel installation, system design, and installation by others. C. Furnish and install a complete system of hot and cold water piping extending from water supply to each fixture and item of equipment requiring water where indicated on the drawings and specified herein. D. All fixtures in residence shall have cold water service. E. All fixtures except water closets shall have hot water service. 3 . 05 HOT WATER HEATERS A. Install in accordance with code and manufacturers recommendations. Provide relief valves. At attic spaces provide copper pan below heaters and overflow drains to attic eaves. Coordinate location of attic unit with air conditioning. 3 . 06 HANGERS AND SUPPORTS Provide pipe hangers and supports to permit drainage, prevent sagging and to reduce strain on valves and specialties. Install at each change in direction of piping and to allow for expansion and contraction. 3 . 08 INSTALLATION, GENERAL Install all specified items such as Kitchen appliances, escutcheons, drains, stub-ins, hot water heaters, supports, hangers, arresters, unions, vents, cleanouts, fixtures, etc. as specified and in accordance with listed codes and manufacturers ' recommendations. .. 3 . 09 TESTING OF PIPING A. Conduct all tests after piping is installed and before piping is concealed or covered or other materials, fixtures or equipment installed. B. Provide all necessary temporary piping closures, testing equipment, and supplies. PLUMBING 15400 - 6 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III C. All leaks disclosed by the testing procedures shall be stopped and testing repeated until the system is proven tight. D. Testing requirements are minimum and are not intended to be limiting where additional testing methods are required by the authority having jurisdiction. E. Domestic hot water and cold water piping shall be tested to a hydrostatic pressure of 150 psig. Maintain test pressure for a minimum of one hour after all corrections made. F. Sanitary waste piping previous to connection of fixtures and before insulation is installed, shall be filled with water to the top of the system and proven tight. When testing the system by sections, the minimum height of the water column shall be 10 feet. This shall include line from residence to street tap in prior to covering with dirt. Examine all joints for leaks. 3 . 10 STERILIZATION After tests are completed, domestic water supply system shall be filled with a solution containing 50 ppm of available chlorine and allowed to stand for a period of 4 hours before being flushed with clean water. Transmit to the Architect a dated letter certifying sterilization. END OF SECTION 15400 PLUMBING 15400 - 7 M" RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 16000 - ELECTRICAL PART 1 - GENERAL 1. 1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1. 2 SUMMARY A. This Section Includes the Following: Work covered by these specifications shall include furnishing all labor, materials, equipment, services, licenses, permits, fees, and taxes required to construct and install the complete electrical system shown on the accompanying drawings and specified herein. This work shall include: 1. Complete service and distribution systems in new addition for power and lighting including necessary panelboards, feeders, boxes, branch circuits, light fixtures, controls, switches, receptacles, required disconnects, etc. All items not specifically mentioned in these specifications or noted on the drawings but which are obviously required to make the working installation complete and meet all applicable codes shall be included automatically. B. Related Sections: The following sections contain requirements that related to this section: 1. Security, alarm, smoke detection system: By Owner. 2 . TV cable system: By Contractor. 3 . Telephone wiring and communications wiring: By contractor. 4 . Pool equipment and pool lighting: By Owner ' s pool contractor. 5. Irrigation pump and controls: By Owner ' s irrigation contractor. 6. Service distribution conduit and hookup for swimming pool lights and equipment: By Contractor. 7. Heating, ventilating & air conditioning: By Contractor. 8 . Landscape lighting: By Landscape Contractor. ELECTRICAL 16000 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 1. 3 QUALITY A. Reference Standards: All equipment, materials, and workmanship shall conform to the Occupational Safety and Health Act, National Electrical Code and all local codes and ordinances. B. Materials and Equipment: All materials and equipment shown on the accompanying drawings and specified herein shall be new and free from defects in material and workmanship, and shall be installed in a neat and orderly manner, with panelboards, cabinets, boxes, raceways, fixtures and other equipment securely fastened to building walls or structure. C. Drawings: The drawings indicate the general layout of the complete electrical system and show the arrangement of service feeder, receptacles, switches, controls, panelboards, service equipment, fixtures, and other work. The electrical subcontractor shall check architectural, plumbing, and mechanical drawings to avoid possible installation conflicts. Should changes from the original drawings be necessary to resolve such conflicts or code requirements, this Subcontractor shall notify the Architect and shall secure from him approval and agreement concerning the necessary changes and adjustments before altered installation work is started. Discrepancies shown on different drawings or between the drawings and actual field conditions, shall be brought to the attention of the architect promptly for resolution. , D. Installation: In general, the "Standard of Installation" published by the National Electrical Contractors Association (NECA) shall set the standard for installation of equipment and for workmanship unless specified otherwise. 1. 4 SUBMITTALS A. Shop Drawings: The Electrical Subcontractor shall submit ., all major items of equipment and brochures on all lighting fixtures. No equipment shall be put into manufacture or ordered until it has been approved by the Architect. Submit four (4) copies of all submittals. 1. 5 PERMITS, FEES: A. This contractor shall obtain all permits and pay all government sales taxes, fees, and other costs, including utility connections in connection with this work; prepare all documents having jurisdiction; obtain all required certificates of inspection for his work and deliver same to Architect. Coordinate all metering requirements with local ELECTRICAL 16000 - 2 RESIDENCE FOR �. MR. AND MRS. EDWARD W. LANE., III utility. Locate meter to the exterior as indicated on the floor plan. PART 2 - PRODUCTS 2 . 1 MATERIALS A. Panelboards: The main distribution panelboard is existing. A remote secondary panelboard of similar type shall be used in new addition and recessed in wall as located on drawing. Secondary panel shall be 200 amp size. B. Cable: Conductors for general wiring shall be nonmetallic sheathed Type NM. Cable for underground direct burial shall be Type UF. Cable for feeders larger than No. 2 AWG shall be Type SE. Conductors shall be minimum No. 12 size and shall have continuous ground conductor of approved size. C. Conduit: Unless otherwise noted on the drawings, or specified herein, conduit shall be 'EMT. The Electrical Subcontractor may substitute options subject to compliance with applicable codes. All underground conduit shall be PVC. D. Outlet Boxes: All outlet boxes shall be standard plastic type, single or ganged, with integral or external cable clamps (where cable is used) , and of size to accommodate the wiring devices shown on the drawings. Boxes installed for concealed wiring shall be provided with suitable extension rings or covers as required. 40 E. Wiring Devices: Unless otherwise noted on the drawings or specified herein, wiring devices shall match existing. Coordinate any discrepancies with Architect: 1. Wall Switches: Wall switches shall be standard grade, quiet tumbler type, rated at 20A, 120V, for the appropriate circuit voltage. 2 . Three-way Switches (SPDT) : Shall be similar to wall switches in all respects and be provided where shown on �. the drawings. 3 . Dimmer Switches: Dimmer switches shall be 120V, solid- state dimmer giving smooth control and positive on-off switching by means of level action. They shall be similar in external appearance to wall toggle switches and shall fit standard switch boxes. Acceptable: Power Controls Corporation 163-131 series and 166-131 series; Lightolier. 4 . Pilot Light Switch: Shall be similar to wall toggle switch and shall have built-in neon pilot light in toggle switch lights when switch is "ON" . ELECTRICAL 16000 - 3 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 5. Duplex Receptacles: Duplex receptacles shall be three- wire grounding type, rated at 15A, 120V. 6. Two Circuit Receptacles: Shall be similar to duplex receptacle except that each receptacle is separately circuited (split wired) . 7 . Convenience Outlets, GFCI: Specification grade, duplex, 15 amp, 125 volt, 2-pole, 3-wire, grounding type, NEMA configuration 5-15R with integral fault circuit interrupter. -■ 8 . Device Plates: Plastic, smooth finish, mar-proof plates. Color as selected by Owner. Where two or more devices occur at the same location, they shall be mounted in a ganged outlet box with appropriate ganged cover plate. 9 . Device Plates, Weatherproof: Specification grade single cover, non-locking for use with switch or Sierraplex or GFCI duplex outlets. Base plates, covers, hinge pins, springs and screws shall be 302 stainless steel. Provide a positive seal between the plate and the wall finish to prevent moisture from entering wall. Acceptable: Pass & Seymour WP-1 and WP-26; Leviton. F. Disconnect Switches: Unless 'otherwise noted, disconnect switches shall be general duty, safety type, with interlocked door and switch handle, and provisions for padlocking in the "OFF" position. Voltage and ampacity -°► ratings, number of poles, and fuses shall be as indicated or required. Switches used as motor-disconnects shall have horsepower rating compatible with that of the motor. G. Telephone and Stereo Outlets: The telephone and stereo system shall be pre-wired. Provide a standard 2 x 4 inch outlet box for outlets and device plate where indicated. 2 . 2 LIGHTING FIXTURES A. Scope: Installation of lighting fixtures shall include all hangers, supports, frames, and brackets necessary to provide a safely supported lighting fixture at each fixture outlet. Lighting fixtures are indicated by Mark Number (e.g. 1, 2 , 3 , etc. ) on drawings and are described in Lighting Fixture Schedule below. Unless otherwise indicated, the Contractor shall furnish and install all fixtures (including lamps) as scheduled. B. Schedule of Lighting Fixtures: To be provided at a later date. Note: All lighting fixtures are provided for by an allowance. See "Allowances. " 2 . 3 DOOR CHIMES ELECTRICAL 16000 - 4 go RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III A. Ceiling mount, built-in, for two doors and 3 chime locations. Shall chime two notes for front door and one note for rear door. Flush louvered panel suitable for painting. Provide transformers as required. Pushbuttons shall be clear round benzel. Acceptable: Nutone LB-14 and PB-1. 2 .4 BATH AND TOILET FANS See Mechanical Drawings for size and ducting. PART 3 - EXECUTION 3 . 1 ELECTRIC SERVICE A. Service Path: Contractor to make all necessary arrangements with the City of atlantic Beach for service from street to existing mast should service need to be upgraded. B. Service Installation: The installation shall comply with all the requirements of the utility and the local inspecting authority. Provide metering conduit and meter can as required and flush recessed C.T. box as required. C. Service: 400 amp service to be 120/230 volt, single phase, 4 wire parallel 2 . 0 copper, 60 Hz. with 200 amp subfeed to new addition. Coordinate with Architect. 3 . 2 WIRING A. Generally, wiring shall be non-metallic cable concealed in stud spaces and joists. Underground wiring outside of the building shall be direct burial cable, Type UF, buried a minimum of 18 inches below grade. Conduit shall be used in the following locations: 1. Where underfloor wiring is required to serve floor receptacles. 2 . Where underground wiring is used between Main Residence and equipment located outside, provide stud-outs. 3 . Wherever the Electrical Subcontractor desires, at his option, to use conduit and wire in lieu of non-metallic cable. imp ELECTRICAL 16000 - 5 .o RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 3 . 3 INSTALLATION A. Disconnect Switches: Provide and install all required .� disconnect switches on equipment not furnished with built-in disconnects. In general, these disconnect switches shall be provided and installed by the Electrical Subcontractor. B. Conduit: Conduit sizes shall be sized in accordance with applicable codes for the number and size of conductors •�► installed. C. Conductors: Conductor sizes shall be sized by the electrical Subcontractor in accordance with the applicable codes, based on the circuit load and protection. D. Mounting Heights: As noted on the drawings. Consult Architect for mounting heights not shown on drawings. E. Heating and Air Conditioning Equipment: Unless otherwise noted on the drawings or otherwise specified herein, all heating and air conditioning equipment will be provided and installed by the Mechanical Subcontractor. The Electrical Subcontractor shall make all power connections to the equipment as shown on the drawings. All controls, including thermostats, will be furnished by the Mechanical Subcontractor, but turned over to the Electrical .� Subcontractor for installation and wiring. The following is a general description of the heating and air conditioning equipment electrical work. Coordinate with Mechanical Subcontractor for installation details. See manufacturer for power connection requirements. 3 . 4 PATHWAY AND LANDSCAPE FIXTURES A. Install and furnish 100 to 150 watt, A21F incandescent or •• equal as required path or border lights at swimming pool and landscape lights. Exact location to be determined at site by Architect/Landscape Architect. B. Fixtures to be furnished with wired stem and 1/2" NPT or similar connection at fixture stem base for mounting. This contractor to provide all necessary wiring, grounding, below or at grade junction box, 8" concrete cube encasing box, etc. installation and lamps. 3 . 5 LIGHTING FIXTURE INSTALLATION Fixtures shall be installed as shown on the drawings. Provide all necessary mounting and support accessories to install the light fixtures at the location and elevation indicated on the drawings. ELECTRICAL 16000 - 6 a RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 3 . 6 SWIMMING POOL SERVICE Reserve 25A, 220 V circuit and capacity at new secondary panel for swimming pool lights and filter equipment by others. Run 1- 1/2" PVC conduit from panel to exterior as indicated to facilitate installation by others. 3 . 7 SERVICE TO EXISTING YARD LIGHTS Provide appropriate service to all existing yard lights if any and remove all outlets, wires, fixtures, and conduits that are not to be re-connected. END OF SECTION 16000 ELECTRICAL 16000 - 7 AIR .. Mr* FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-A-89 SECTION 9 -RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 N Q La ,i s n PROJECT NAME BUILDER: CLIMATE PERMITTING 1 ❑ 2 ❑ 3® AND ADDRESS: OFFICE: }� ZONE: PERMIT JURISDICTION t C Q OWNER: - NO.: NO.: IF MULTIFAMILY,NUMBER OF CONDITIONED SQ. GLASS AREA AND TYPE ❑ NEW CONSTRUCTION UNITS COVERED BY FLOOR AREA 2J 3 U FT CLEAR TINT,FILM,SOLAR SCREEN ADDITION ® THIS SUBMITTAL: �, PREDOMINANT EAVE OVERHANG �.❑ FT. SISSINGLE- INGLE �]S CHECK IF THIS SUBMITTAL LENGTH PANE Z b FTT PANE FT MULTIFAMILY ATTACHED ❑ REPRESENTS A WORST CASE PORCH OVERHANG � DOUBLE-�SQ. DOUBLE-�SD. SINGLE-FAMILY DETACHED❑ CONDITION: El LENGTH ,� FT. PANE 4 5 FT PANE FT. NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG R = �❑ FT. ❑ .❑ I ( ' FT ) �❑ FT ❑ �❑ FT. ❑ ADJACENT MASONRY R *)B AP,i FRAME R = ADJACENT STEEL R = ADJACENT LOG R = ❑��FQ Ell .11 FF 4 ► FT [�Z�FT ❑ ��FT ❑ CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SINGLE ASSEMBLY R = SLAB PERIMETER R = RAISED:WD❑CON❑ R = ld-112 dol .FT. 3 U �❑FT ❑ ` ( FT ❑ FT —Cl L FQ. [H— DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN ® CENTRAL ❑ ELECTRIC STRIP ® HEAT ❑ CEILING FANS ELECTRIC SOLAR: [I ,❑ UNCONDITIONED PUMP S.F. _ SPACE R = ❑ ROOM ❑ NATURAL GAS OTHER ❑ CROSS VENTILATION ❑ NATURAL GAS HEAT RECOVERY(CHECK) ❑ ❑ ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ FUELS ❑ WHOLE HOUSE FAN ❑ OTHER FUELS DEDICATED D AIR CONDITIONER PACKAGE TERMINAL ❑ ❑ HEAT PUMP: IN CONDITIONEATTIC RADIANT NONE ❑ .m SPACE R = NONE HEAT PUMP NONE E.F. _ m.� SEER/EER = "! .� AFUECOPiPFI M LJ MULTNUMBER OF CONE EF = BEDROOMS - AFUE _ INFILTRATION _ n PRACTICE USED - `( 2 X 100 = J. S ❑ #� ❑v#2 1:1 #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covere y t is calcul tion are in con Iian�ce with the compliance with the Florida n gy Code.Be re constr cti n is completed,this Florida Energy Code. �`/✓ building will be inspected f co liance in a rdance with di OWNER/AGENT: BUILDING OFFICIAL: / DATE: DATE: 9A I PRESCRIPTIVE MEASURES Must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SQ. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ADJACENT DOORS WOOD PANEL INSULATED OR GLASS DOORS ONLY. EXTERIOR JOINTS 904.1 TO BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. &CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904.2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF ly/ GAS MUST BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST &SPAS HAVE A PUMP TIMER. GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS.IN SUCH CASES,PIPING HEAT LOSS PIPES SHALL BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE, SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS& LOCAL MECHANICAL CODES. DUCTS IN CONSTRUCTION 1 904.6 1 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS MUST BE SEALED. s� HVAC CONTROLS 904.7 1 SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. INSULATION 904.9 CEILINGS-MIN.R-19. COMMON WALLS-FRAME R-11 OR CBS R-3. FRAME COMMON CEILINGS&FLOORS R-11. 1 SUMMER CALCULATIONS CLIMATE ZONES 1 2 '3 BASE BASE SINGLE-PANE DOUBLE-PANE I SUMMER AS-BUILT GLASS Z GLASSOR x SUMMER = SUMMER u' x SUMMER POINT MULT. SUMMER POINT MULT. x OVERHANG = GLASS o AREA PT. MULT. POINTS Cr AREA CLEAR TINT= CLEAR TINT' I FACTOR(9B) SUM. PTS. N 38.3 2 -710� N 40.7 41.5 38.3 34.9 I 1 1�`d NE 57.7 NE 61.5 61. 57.7/ 1. E 79.7 2-1 C,`r E l0 84.9 .9 79-7 SE 79.1 SE 85.4 A4.3 Z9.1 6 .8 S 4q 66.2 `1 �4 S 50 73.2 727 9k.2 8. ll ? 31 SW 79.1 SW 85.4 84. 1791 68. W 79.7 (5I W 84.9 i 83.E 79: 68.9 Z 51o? NW 57.7 NW 61.5 61.6 i 57. 51.0 H' 66.2 H' 290.2 250.1 267.0 195.3 N <A 3 40 cs `25 3 1 tL O B•" S to It, Z 4 5oZ S `23 S ce .7 455 222 -7 4-7 9 Sita -fZ 151 v COND. TOTAL BASE BASE ADJUSTED AS-BUILT .155 x FLOOR GLASS = ADJUST. x GLASS = GLASS GLASS AREA AREA I FACTOR I SUBTOTAL BASE SP SUBTOTAL ,i5 � to 4`1 3�Z. 1K1 roe 3 COMPONENT BASE SUMMER= BASE COMPONENT SUMMER AS-BUILT DESCRIPTION AREA x POINT MULT. SUMMER DESCRIPTION AREA x POINT MULT. = SUMMER POINTS (9C THRU 9G) POINTS EXTERIOR 19 '1 Z a ADJACENT .7 urs. 2=19 2-1-L q 1"j 3 3 Cr EXTERIOR 6.1 C ADJACENT 2.4 0 1 � O UNDER ATTIC .6 2 2e' UmA �Tci �2 3� '� IYc> 7 2 14 Z OR SINGLE .6 iy ASSEMBLY .6 V BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING.AS-BUILT CEILING AREA EOUALS ACTUAL CEILING SQUARE FOOTAGE. 1 SLAB PERIMETER 44 -37.0 -5,11-1 La Iz= ) i41 -41 Z p RAISED(AREA) Z - 3,99 - 71-tP Cv.=t4) 132 -I.3 O J U. FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. 1 T INFILTRATION 1 8.0 40 3 1`d� c-'•.L �° Z�' USE TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTAL COMPONENT BASE SUMMER POINTS r TOTAL COMPONENT AS-BUILT SUMMER POINTS BASE COOLING TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT COOLING SYSTEM x SUMMER = COOLING AS-BUILT x DM x CSM x CCM = COOLING SYSTEM MULTIPLIER I POINTS POINTS SUM.PTS. 9H 9K) I POINTS .46 I tu -vZ>-2_5 1 Jl'- q 1.IZ , D o NUMBER BASE BASE AS-BUILT NUMBER AS-BUILT AS BUILT AS-BUILT HOT OF x HOT WATER = HOT WATER HOT WATER OF x HWM x HWCM = HOT WATER WATER BEDROOMS MULTIPLIER POINTS SYSTEM DESC. BEDROOMS 9M 9N POINTS SYSTEM 3 3803 �I�1k0� Ele k�tc � " 40 'H = Horizontal Glass(Skylights) 2l glass with known Shading Coefficient,see section 903.2(a). Tint Multipliers may be used for glass with solar screens,film,or tint. -2- 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS' Central Heat HSPF 6.4.6.89 6.9-7.39 7.4-7.89 7.9.8.39 8.4-8.88 8.9 p COP 2.5 2.69 2.7.2.89 2.9.3.09 3.1 -3.29 3.3.3.49 3.5.3.69 3.7-Up Pump Units HSM 52 .48 .4 .42 .40 .38 PTHP HSM 54!.>`.<s' 52 .48F .42 .40 .38 Electric Strip IMMMI 1.0 Gas&Other Fuels FRIMM 1.0(See Table 9J for Credit Multiplier) Minimums:Central Units-Air Source 2.7 COP(6.4 HSPF),Water Source 3.4 COP, Ground Water Source 32 COP, PTHP 2.6. COP means Coefficient of Performance. 91 HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING CREDIT MULTIPLIERS Attic Radiant Barrier HCM .98 Multizone HCM 00 Natural Gas AFUE .67..69 .70-.74 .75 5-79 .80-.84 1 85-89.89 .90-Up HCM 39 .38 .35 .33 .31 .29 Other Fuels HCM 64 .61 .57 .54 .51 .48 Where more than one credit is claimed,multiply HCM's together.Enter product on page 4. AFUE means Annual Fuel Utilization Efficienc. 9K COOLING SYSTEM MULTIPLIERS(CSM) SYSTEM TYPECOOLING SYSTEM MULTIPLIERS RATING 7.5 8.0- 8.5- 9.0- 9.5- 10.0- 10.5- 11.0- 11.5- 12.0 CENTRAL UNITS 7.9 8.4 8.9 9.4 9.9-_ 10.4 10.9 11.4 11.9 &Up (SEER/EER) CSM40 .38 .36 .34 .32 .31 .30 .28 ............................... PTAC&ROOM UNITS (EER) CSM .45 .43 .40 .38 .36 .34 .32 .31 .30 .28 Minimums:Central Units-Air Cooled 7.8 EER(8.5 SEER). Ground Water Cooled 10.0 EER. EER means Energy Efficiencv Ratio. SEER means Seasonal Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIER CCM) Ceiling Fans .86 Multizone 5 Gross Ventilation or Whole H (Credit for only onel .95 Attic Radiant_Barrier Where more than one credit is claimed,multiply CCM's together.Enter product on page 2. .95 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF .80-.81 .82-.83 .84-.85 .86-.87 .88-90.90 .91 -.93 .94- 96 .97&Up Resistance HWM 4183 4081 3984 3891 80 3678 3560 3450 EF 54-55.55 .56-.57 .58-.59 1 .60-.61 1 .62-.63 I 64-.65 .66&Up Natural Gas HWM 1631 1579 1524 1473 1426 1381 1339 Other Fuels HWM 1 2665 2570 2481 2398 2321 2248 2180 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM TYPE HOT WATER CRE IT MULTIPLIERS Solar Water Heater SF .1 .2 .3 .4 .5 .6 .7 .8 HWCM .9 .8 .7 .6 .5 .4 .3 .2 Heat Recovery Unit With Air-conditioner Heat Pum HWCM .62 .58 Dedicated Heat PumpEF 2.0-2.49 2.5-2.99 3.0-3.49 3.5&U HWCM .44 .35 .29 1 .25 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK . PRACTICE#1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE #2 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls and Floors Top plate penetrations sealed. Infiltration barrier installed. Sole late/floor ioint caulked or sealed. tf�" Exterior Walls&Ceilings Penetrations 'oints and cracks on interior surface caulked sealed or gasketed. Ductwork Ductwork in unconditioned space must be sealed. Fire laces Equipoed with outside combustion air,doors and flue dampers. Exhaust FansEquipped with da ers.Combustion devices see 903.2(fl. Combustion Heating Combustion space&water heating systems provided with outside combustion air,except direct vent appliances. PRACTICE#3 COMPLY WITH PRACTICES #1 AND #2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls To late penetrations sealed or'oints&cracks on interior walls caulked sealed or gasketed. Recessed Lights Sealed from conditioned space&insulated from ventilated attics aces. Ductwork All ductwork located in conditioned s ace. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust by-products to outside.Stoves see 903.2(f). 'For multipliers for other types of systems see section 904.9. -6- WINTER CALCULATIONS CLIMATE ZONES 1 2 3 IL BASE WINTER BASE �` SINGLE-PANE DOUBLE-PANE WINTER AS-BUILT IL GLASS x _ w GLASS x OR x POINT _ WINTER WINTER POINT MULT. WINTER POINT MULT. OVERHANG = GLASS cc C) AREA MULTIPLIER POINTS o AREA CLEAR TINT' CLEAR TINT' FACTOR (9B)I WIN. PTS. N 11 7.3 ( N 13.8 13.6 7.3 � 8.1 1•og X15 NE 4.6 NE 10.7 10. 4.6 6.0 E - 9.2 t E 'L - 3.8 - 6 - 9. = 5. - tk SE -22.7 SE -18.1 0.5 - 7 - .3 S 49 -28.4 '`{ �T S 510 -24.0N3. - 4 - 3 SW -22.7 SW -16.1 22. 17. W Ito - 9.2 - �3 W 2,C1 - 3.8 - 9.2� - 5. NW 4.6 NW 10.7 4.6 6.0 H' -28.4 H' -67.6 -59.1 -57.7 j -45.0 N y N 3 -73 C5 1 ra W i5 _%2 - 4� I2 j.2 bZ -CR S 23 -It,4 t4 COND. TOTAL BASE BASE ADJUSTED AS-BUILT .15 - FLOOR + GLASS = ADJUST x GLASS = GLASS GLASS AREA AREA I FACTOR I SUBTOTAL I BASE WP SUBTOT .15 lid I (dSto -'1•72, (0114 BASE WINTER = COMPONENT AREA x BASE WINTER = WINTER COMPONENT AREA x POINT MULT. WINTER DESCRIPTION POINT MULT, POINTS DESCRIPTION 9C THRU 9G POINTS EXTERIOR I 2.2 V Euv C4:-:z) U� 3• 2 �� a ADJACENT 3.6 3 y EXTERIOR 12.3 cc ADJACENT 11.5 0 I � vi UNDER ATTIC ALJ 1.2 4 Up ud.r t+'*`:. =w z OR SINGLE 1.2 w ASSEMBLY 1.2 V BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING.AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. 1 � SLAB(PERIMETER) 141 8.9 1.2.55 �a1�, LE-0) t l t 0 RAISED(AREA) I Z .96 L FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. � 1 INFILTRATION t8v 7.4 -2-2,112 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. 1 TOTAL COMPONENT BASE WINTER POINTS -_,'�4 i TOTAL COMPONENT AS-BUILT WINTER POINTS Z?f BASE HEATING TOTAL BASE 1 BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT HEATING SYSTEM x WINTER = HEATING AS-BUILT x DM x HSM x HCM = HEATING SYSTEM MULTIPLIER I POINTS POINTS WIN. PTS, f9H 91 9J POINTS .59 z,(.jai 42)'.13 �� . �j {d BASE BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER = AS-BUILT a POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS I.- 0 From P.2 From P.2 Enter on PA From P.2 From P.2 Enter on P.1 32,2!�51 2-0,Z(�') �I,4v�� ,�Z,1 �z,�� )W 11,401 t-25,,539 'H = Horizontal Glass(Skylights) 2For glass with known Shading Coefficient,see section 903.2(a). Tint Multipliers may be used for glass with solar screens,film,or tint. -4- SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS(SOF) For single and double pane glass. CLIMATE ZONES 12 3 10,- OH RATIO .0-.11 .12-.17 .18-.26 .27-.35 .36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ t N 1.0 .94` 91% .87 .83 .79 .76 .72 .69 .63 .56 .50 I NE/NW 1.0 .94 .91 .86 .80 .75 .71 .67 .63 .55 .48 .42 C--',o E/W 1.0 .95 .9 (86 .80 .73 .68 .63 57 47 .39 .31`� N t SE/SW 1.0 .93 .90 .82 .74 .66 .60 .54 .47 .39 .32 .27 S 1.0 1) .86 .77 .68 .60 .54 .51 .45 .39 .35 .31 00-OH LENGTH*1 0 ft. 1 ft. 1 11/2 ft. 1 2 ft. 3 ft. 1 31/2 ft. 41h ft. 51/2 ft. 61/2 ft. 91/2 ft. 14 ft. *To select by Overhang Length,no part of glass shall be more than 8 ft,below the overhang. OVERHANG RATIO- OH LENGTH OH HEIGHT L L H H H F1 I 9C WALL SUMMER POINT MULTIPLIERS(SPM) (tRAMf CONCRETE BLOCK' FACE BRICK WOOD STEEL INT.INSULATION EXT.INSUL. R-VALUE I WOOD FR LOG RNALUE EXT ADJ EXT ADJ NORMAL WT. NOR.WT. 0- 6.9 2.4 6 INCH 0- 6.9 5.5 2.2 7.6 2.8 R-VALUE EXT ADJ EXT 7-10.9 .6 R•VALUE EXT 7-10.9 2.1 .8 3.5 1.3 0. 2.9 2.2 1.1 2.2 11-18.9 .4 0-2.9 1.5 11-12.9 .7 .7 2.7 1.0 3- 4.9 1.3 .8 .8 19-25.9 .2 3.6.9 1.0 13.18.9 1.5 .6 2.5 0.9 5- 6.9 1.0 .7 .5 26&Up .1 7&Up .8 19-25.9 .4 2.2 0.8 7.10.9 .7 .5 .3 R•VALUE BLOCK 8 INCH 26&U 6 2 1.2 0.4 11 -18.9 .4 .4 .0 0- 2.9 1.0 R•VALUE EXT 19.25.9 j .2 .2 3- 6.9 .6 0.2.9 1.0 26&Up 1 1 7- 9.9 .4 3-6.9 .7 10&Up TF-11 7&Up 6 9D DOOR SUMMER POINT MULTIPLIERS(SPM) 9E CEILING SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTF,sf R ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF R-VALUE SPM R-VALUE SPM CEILING TYPE WOOD E 6.1 P.4 19-21.9 1.1 10-10.9 2.9 R-VALUE DROPPED EXPOSED 22-25.9 .9 11 -12.9 2.6 10-13.9 3.2 3.5 INSULATED 4.1 1.6 26-29.9 13-18.9 2.4 14-20.9 2.2 2.4 30-37.9 .6 19-25.9 1.8 21 &U 15 16 38&Up 26&U 1 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) SLAB-ON-GRADE RAISED RAISED WOOD2 EDGE INSULATION CONCRETE POST OR PIER STEM WALL WI UNDER R-VALUE SPM R-VALUE SPM CONSTRUCTION FLOOR INSULATION ADJACENT R-VALUE SPM SPM SPM 0-2.9 -41.2 0-2.9 - .8 0 6.9 0.0 2.2 3-4.9 -37.2 3-4.9 -1.3 7.10.9 -1.4 2.3 .8 5-6.9 -36.2 5-6.9 -1.3 11 -18.9 -1.3 -1.9 .7 7&U -35.7 7&Up 19&Up -1.1 -1.5 .4 9G INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W/O Return SPM Air Duct Air Duct (See Table 9P) 4.2-4.9 1.14 1.10 PRACTICE s 1 10.2 5.0-6.6 1.12 1.08 PRACTICE x 2 8.0 6.7&Up 1.09 1.06 PRACTICE #3 5.2 DUCTS IN CONDITIONED SPACE 1.00 1.00 'For multipliers for other types of concrete block construction see section 903.2(b). 2For multipliers for other types of raised wood assemblies see section 903.2(e)1. -3- WINTER POINT MULTIPLIERS (WPM) 9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 12 3 00- OH RATIO .0-.11 1 .12-,17 .18-,26 1 .27-.35 .36-.46 1 .47-.57 .58-.70 1 .71-.83 .84-1.18 1.19-1.72 1.73--2.73 2.74+ SINGLE PANE GLASS N 1.0 1.0 --(1.0 1.12 1.16 1.20 1.24 127 1.31 1.38 1.45 1.51 NE/NW 1.0 1.09 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 E/W 1.0 .67 .50) .16 - -.60 -.95 -1,32 -1.73 -2.51 -3.31 -4.05 m SE/SW 1.0 .92 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74 o� S 1.0 .95 92 1 .84 .74 .60 .46 .29 .13 -.24 -.54 -.67 w DOUBLE PANE GLASS N 1.0M111/2 .13 1.19FA 1.31 1.37 1.42 1.48 1.58 1.69 1.79 NE/NW 1.0 .23 1.35 1.58 1.68 1.78 1.87 2.09 2.28 2.46 i E/W 1.0 .7 .6 .28 .12 -.05 -.2 -.59 -.96 -1.29 SE/SW 1.0 .90 .82 .61 .51 .40 .28 .03 -.19 -.40 .9dr .87 .67 .55 .41 .27 -.04 -.29 -.40 SOH LENGTH* 0 ft. ft. 2 ft. 3 ft. 3%ft. 741,7ft 51/2 ft. 6112 ft. 91/2 ft. 14 ft. 20 ft.+ *To select by Overhang Length,no part of glass shall be more than 8 ft.below the overhang. OVERHANG RATIO- OH LENGTH OH HEIGHT T �L H L H H I 9C WALL WINTER POINT MULTIPLIERS(WPM) FRAME CONCRETE BLOCK' FACE BRICK WOOD STEEL INT.INSULATION EXT.INSUL. R-VALUE I WOOD FR LOG R•VALUE EXT ADJ EXT ADJ NORMAL WT. NOR.WT, 0- 6.9 12.6 6 INCH 0- 6.9 11.1 10.4 15.1 13.1 R•VALUE EXT ADJ EXT 7.10.9 4.2 R•VALUE EXT 7.10.9 4.4 4.4 7.3 6.6 0. 2.9 11.2 6.8 11.2 11-18.9 3.5 0.2.9 4.5 11-12.9 3.6 5.7 5.2 3. 4.9 7.3 5.1 5.6 19-25.9 2.2 3-6.9 2.8 13-18.9 3.4 3.3 5.2 4.9 5- 6.9 5,7 4.2 4.3 26&Up 1.4 7&Up 2.1 19 25.9 2.2 4.6 4.4 7-10.9 4.6 3.5 3.3 R•VALUE BLOCK 8 INCH 19&U 1.5/ 1.5 2.7 2.6 11-18.9 3.0 2.6 22 0. 2.9 7.9 R-VALUE EXT 19-25.9 1.9 17 3- 6.9 5.7 0.2.9 3.0 26&Up 1.3 12 7- 9.9 3.8 3.6.9 2.2 10&Up 3.0 7&U 1.7 9D DOOR WINTER POINT MULTIPLIERS(WPM) 9E CEILING WINTER POINT MULTIPLIERS(WPM) DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF R-VALUE WPM R-VALUE WPM CEILING TYPE WOOD 12.3 11.5 19-21.9 2.0 10-10.9 3.2 R-VALUE DROPPED EXPOSED 22.25.9 1.7 11 - 12.9 2.9 10- 13.9 2.9 3.3 INSULATED 8.4 S.0 26-29.9 1.4 13-18.9 2.6 14-20.9 2.0 2.1 30 37.9 1. 19-25.9 2.0 21 &U 1.3 1.3 38&U .9 26 1. 9F FLOOR WINTER POINT MULTIPLIERS(WPM) SLAB-ON-GRADE RAISED RAISED WOOD2 EDGE INSULATION CONCRETE POST OR WALL W/UNDER R•VALUE WPM R-VALUE WPM CONSTRUCTION FLOOR INSULATION ADJACENT RNALUE WPM WPM WN- 0- 18. 0-2.9 9.9 0. 6.9 13.4 10.4 3-4.9 9.3 3-4.9 5.1 7.10.9 4.1 1.6 4.4 5-6.9 7.6 5-6.9 3.6 11 -18.9 2.9 1.2 3.6 7&U 7.0 7&U 19&U 1.9 .8 2.2 9G INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W/O Return WPM Air Duct Air Duct (See Table 9P) 4.2-4.9 1.14 1.10 PRACTICE # 1 10.9 5.0-6.6 Q1-ly 1.08 PRACTICE #2 7.4 6.7&Up 1.09 1.06 PRACTICE#3 4.1 DUCTS IN CONDITIONED SPACE 1,00 1.00 'For multipliers for other types of concrete block construction see section 903.2(b). 2For multipliers for other types of raised wood assemblies see section 903.2(e) 1. -5- RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 04200 - UNIT MASONRY 1. 1 General: A. Unit Masonry Standard: Comply with ACI 530. 1/ASCE 6 "Specifications for Masonry Structures, " except as otherwise indicated. 1. Revise ACI 530. 1/ASCE 6 to exclude Sections 1.4 and 1. 7 ; Parts 2 . 1. 2 , 3 . 1. 2 , and 4 . 1. 2 ; and Articles 1. 5. 1. 2 , 1. 5. 1. 3 , 2 . 1. 1. 1, 2 . 1. 1. 2 , and 2 . 3 . 3 . 9 and to modify Article 2 . 1. 1. 4 by deleting requirement for installing vent pipes and conduits built into masonry. B. System Performance Requirements: Provide unit masonry that develops the installed compressive strengths (f 'm) indicated. C. Submittals: In addition.to product data for each different masonry unit, accessory, and manufactured product indicated, submit the following: 1. Samples of each different exposed masonry unit, colored masonry mortar, and accessories. 2 . Material certificates for each different masonry product required. 3 . Material test reports from a qualified independent testing laboratory for mortar, grout mixes, and masonry units. D. Fire Performance Characteristics: Where indicated, provide materials and construction identical to those of assemblies whose fire resistance has been determined per ASTM E 119 by a testing and inspecting organization, by equivalent concrete masonry thickness, or by another means, as acceptable to authorities having jurisdiction.- 1. 2 Products: A. Concrete Masonry Units: Comply with requirements indicated below applicable to each form of concrete masonry unit required. 1. Provide special shapes where indicated and as follows: a. For lintels, corners, jambs, sash, control joints, headers, bonding, and other special conditions. b. Bullnose units for outside corners unless otherwise indicated. UNIT MASONRY 04200 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III Wa 2 . Size: Manufactured to specified dimensions of 3/8 inch ,. less than nominal widths by nominal heights by nominal lengths indicated on drawings. 3 . Provide Type I, moisture-controlled units. 4 . Exposed Faces: Manufacturer ' s standard color and texture, unless otherwise indicated. 5. Hollow Load-Bearing Concrete Masonry Units: ASTM C 90, Grade N and as follows: a. Net Area Compressive Strength: 1900 psi. b. Net Area Compressive Strength: As required to produce concrete unit masonry construction of compressive strength indicated. C. Weight Classification: Normal weight. B. Mortar and Grout Materials: As follows: 1. Portland Cement: ASTM C 150, Type II. Provide natural color or white cement as required to produce required mortar color. 2 . Masonry Cement: ASTM C 91. a. For colored pigmented mortars, use premixed colored masonry cements of formulation required to produce color indicated. 3 . Hydrated time: ASTM C 207, Type S. 4 . Aggregate for Mortar: ASTM C 144 , except for joints less than 1/4 inch use aggregate graded with 100 percent passing the No. 16 sieve. a. White Mortar Aggregates: Natural white sand or ground white stone. 5. Aggregate for Grout: ASTM C 404 . 6. Colored Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with record of satisfactory performance in masonry mortars. 7 . Water: Clean and potable. C. Reinforcing Steel: As follows: 1. Steel Reinforcing Bars: Billet steel complying with •. ASTM A 615. a. Grade 60. 2 . Plain Welded Wire Fabric: ASTM A 185. UNIT MASONRY 04200 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III D. Joint Reinforcement: Form joint reinforcing from the following: 1. Galvanized carbon steel wire, coating class as required by referenced unit masonry standard for application indicated. 2 . Description: Welded-wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not less than 10 feet, with prefabricated corner and tee units, and complying with requirements indicated below: a. Wire Diameter for Side Rods: 0. 1483 inch (9 gage) . b. Wire Diameter for Cross Rods: 0. 1483 inch (9 gage) . C. For single-wythe masonry, provide type as follows with single pair of side rods: 1) Truss design. d. For multiwythe masonry provide type as follows: 1) Truss design. E. Ties and Anchors, General: Comply with requirements for metal and size of referenced unit masonry standard and the following: 1. Galvanized Carbon Steel Wire: ASTM A 82 , coating class as required by referenced unit .masonry standard for application indicated, wire diameter as indicated. 2 . Galvanized Steel Sheet: ASTM A 526 (commercial quality) , Coating Designation G60, steel sheet, thickness as indicated. F. Bent Wire Ties: Individual units prefabricated from bent wire to comply with requirements indicated. 1. For Anchorage to Concrete Framework: Dovetail anchor section formed from sheet metal and triangular wire tie section sized to extend within 1 inch of masonry face. G. Rigid Anchors: Provide straps of form, thickness, and length indicated. H. Miscellaneous Anchors: As follows: 1. Dovetail Slots: Furnish dovetail slots, with filler strips, fabricated from 0. 0336-inch (22-gage) sheet metal. UNIT MASONRY 04200 - 3 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 2 . Anchor Bolts: Steel bolts complying with A 307 , Grade A; with ASTM A 563 hex nuts and, where indicated, flat . washers; hot-dip galvanized to comply with ASTM A 153 , Class C; of diameter, length, and configuration indicated. I . Embedded Flashing Materials: As follows: 1. Sheet Metal Flashing: Fabricate from the following - metal complying with requirements specified in Division 7 Section "Flashing and Sheet Metal" and below: a. Aluminum. J. Miscellaneous Masonry Accessories: As follows: 1. Bond Breaker Strips: Asphalt-saturated organic roofing felt complying with ASTM D 226 , Type I (No. 15 asphalt felt) . .. 2 . Proprietary Acidic Cleaner: General-purpose cleaner designed for removing new construction stains from new masonry surfaces without discoloring or damaging masonry surfaces; approved for intended use by manufacturer of masonry units being cleaned. K. Mortar and Grout Mixes: Do not add admixtures unless otherwise indicated. Do not use calcium chloride in mortar or grout. 1. Mortar for Unit Masonry: ASTM C 270, Proportion Specification, for types of mortar indicated below: 2 . Limit cementitious materials in mortar to portland cement-lime. 3 . For masonry below grade and in contact with earth, reinforced unit masonry, and where indicated, use Type • S. 4 . For exterior, above-grade loadbearing and nonloadbearing walls and parapet walls, for interior loadbearing walls, for interior nonloadbearing partitions, and for other applications where another type is not indicated, use Type N. L. Source Quality Control: As follows: 1. Concrete Masonry Unit Tests: For each type, class, and grade of concrete masonry unit indicated, units will be tested by qualified independent testing laboratory for strength, absorption, and moisture content. per ASTM C 140. UNIT MASONRY 04200 - 4 RESIDENCE FOR MR. AND •MRS. EDWARD W. LANE, III 1. 3 Execution: A. Comply with referenced unit masonry standard and . other requirements indicated applicable to each type of installation included in Project. B. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and for accurately locating openings, movement-type joints, returns, and offsets. Avoid the use of less-than-half-size units at corners, jambs, and where possible at other locations. C. Lay up walls to comply with specified construction tolerances, with courses accurately spaced and coordinated with other construction. D. Bond Pattern for Exposed Masonry: Lay exposed masonry in bond pattern indicated; do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs. E. Built-In Work: As construction progresses, build in items specified under this and other Sections of the Specifications. Fill in solidly with masonry around built-in items. F. Keep cavities/air spaces clean of mortar droppings and other materials during construction. Strike joints facing cavities/air spaces flush. G. Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to the downward flow of water in the wall, and where indicated. H. Field Quality Control: Tests and evaluations listed below will be performed during construction for each 5000 sq. ft. of wall area or portion thereof. 1. Mortar properties will be tested per property specification of ASTM C 270. 2 . Mortar composition and properties will be evaluated per ASTM C 780. 3 . Grout compressive strength will be sampled and tested per ASTM C 1019 . 4 . Prism Test Method: For each type of wall construction indicated, masonry prisms will be tested per ASTM E 447, Method B. Prepare one set of prisms for testing at 7 days and one set for testing at 28 days. I. Parging: After dampening masonry walls, parge with Type S or N mortar applied in 2 uniform coats to a total thickness of 3/4 inch, and use a steel trowel finish to produce a smooth, flat, dense surface with a maximum surface variation UNIT MASONRY 04200 - 5 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III of 1/8 inch per foot. Form a wash at top of parging and a cove at bottom. Damp cure parging for at least 24 hours and protect until cured. J. Remove and replace loose, chipped, broken, stained, or otherwise damaged masonry units. K. Pointing: During the tooling of joints, enlarge any voids or holes, except weep holes, and completely fill with mortar. L. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry by first removing large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels before proceeding as follows: M 1. Test cleaning methods on sample wall panel; leave 1/2 panel uncleaned for comparison purposes. 2 . Protect adjacent stone and nonmasonry surfaces from .. contact with cleaner. 3 . Wet wall surfaces with water prior to application of cleaners; remove cleaners promptly by rinsing thoroughly with clear water. " 4 . Clean brick by means of bucket and brush hand-cleaning method described in BIA "Technical Note No. 20 Revised" using masonry cleaner indicated under products. 5. Clean concrete masonry by means of cleaning method indicated in NCMA TEK 45 applicable to type of stain present on exposed surfaces. 1. 4 Reinforced Concrete Masonry Walls A. Reinforced Concrete Masonry Walls. Building code requirements for Concrete Masonry Structures Specifications ACI 530-88 and ACI 530. 1-88 . 1. Wall shall be laid in such a manner as to preserve the unobstructed vertical continuity of cores to be filled. Cross webs adjacent to vertical cores that are to be filled with grout shall be fully embedded in mortar, to prevent leakage of grout. Retain vertical reinforcement in position at top and bottom of cells and at intervals not exceeding 192 bar diameters. Wet masonry unit surfaces in contact with grout just prior to grout placement. Use low lift grouting method for placing .. grout, unless specifically approved by the Structural Engineer. END OF SECTION 04200 UNIT MASONRY 04200 - 6 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 06100 - ROUGH CARPENTRY 1. 1 General: A. Submittals: Submit the following: 1. Product data for engineered wood products, insulating sheathing, underlayment, metal framing anchors, and construction adhesives. 2 . Material certificates for dimension lumber indicated for compliance with selected minimum design values. 3 . Wood treatment data including treatment plant 's certification of compliance with indicated requirements. 1. 2 Products: A. Lumber, General: Furnish grade stamped lumber that is ' dressed S4S and complies with PS 20 and applicable grading rules of inspection agencies certified by ALSC' s Board of Review. 1. Provide seasoned lumber with 19 percent moisture content at time of dressing and shipment, for sizes 2 inches or less in thickness. 2 . For exposed lumber, apply grade stamps to ends or back of each piece or omit grade stamps entirely and issue certificate of grade compliance. B. Dimension Lumber: Provide lumber of the following product classification in grade and species indicated: 1. For light framing provide "Stud, " "No. 3 , " or "Standard" grade lumber for stud framing (2 to 4 inches thick, 2 to 4 inches wide, 10 feet and shorter) and "Stud" or "No. 3" grade for other light framing (2 to 4 inches thick, 2 to 6 inches wide) , any species. 2 . For light framing (2 to 4 inches thick, 2 to 4 inches wide) provide the standard grade in species indicated below: a_ Spruce-Pine-Fir graded under NLGA rules. 3 . For structural light framing (2 to 4 inches thick, 2 to 4 inches wide) , provide "No. 2 grade" in the following species: a. Same species as indicated for structural framing grade below. ROUGH CARPENTRY 06100 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III r 4 . For structural framing (2 to 4 inches thick, 5 inches and wider) , provide "No. 2 grade" the following grade and species: a. Hem-Fir graded under WWPA rules. b. Southern Pine graded under SPIB rules. 5 . Exposed Framing Lumber: Hand select material at factory from lumber of species and grade indicated below for compliance with "Appearance" grade requirements of ALSO National Grading Rule; issue inspection certificate of inspection .agency for selected material. a. Same species and grade as indicated for structural framing. C. Posts, Beams and Timbers (5 inches and thicker) : No. 2 grade southern pine per SPIB rules. r" D. Concealed Boards: "Standard" or "No. 3 Common" grade in any species graded per WCLIB/WWPA rules, or "No. 2" grade Southern Pine graded per SPIB rules. E. Lumber for Miscellaneous Uses: Unless otherwise indicated, provide "Standard" grade light-framing-size lumber of any species for support of other construction, including rooftop equipment and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping and similar members. F. Engineered Wood Products: Provide the following products, in sizes indicated, for which current model code organization evaluation/research reports exist that evidence compliance with specified requirements for application indicated and building code in effect for this Project. 1. Products: Subject to compliance with requirements, provide one of the following: a. Glued Laminated Timbers: 1) "Southern Pine 24F. " b. Prefabricated Wood/Truss Joists: 1) "Alpine System 42 Floor Trusses, " Wood Products Division, Alpine Engineered Wood Products, Inc. .� 2) "TJI Joists, " Trus Joist Corporation. G. Construction Panels: For types of concealed applications indicated below, provide panels that are factory marked with APA trademark and that comply with PS 1 for plywood products or with "APA PRP-108 for other construction panels: ROUGH CARPENTRY 06100 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 1. For the following types of applications where exposure durability classification or span rating is not given, provide EXPOSURE 1 and rating required to suit support spacing indicated. 2 . Subflooring: APA RATED SHEATHING. 3 . Wall Sheathing: APA RATED SHEATHING. 4 . Roof Sheathing: APA RATED SHEATHING. 5. Plywood Underlayment for Resilient Tile: APA UNDERLAYMENT EXT with fully sanded face, in thickness indicated. 6. Plywood Underlayment for Carpet: APA UNDERLAYMENT INT in thickness indicated. H. Particleboard Underlayment: ANSI A 208 . 1, grade 1-M-1 in thickness indicated. I. Air Infiltration Barrier: As follows: 1. Asphalt-saturated organic felt complying with ASTM D 226, Type I (No. 15 asphalt felt) , unperforated. 2 . Woven polyolefin sheet, 0. 005 inch thick with a moisture vapor transmission rate of 70 grams/sq. meter/24 hours per ASTM E 96, Procedure A and a flame spread not exceeding 25 per ASTM E 84 . 3 . Products: Subject to compliance with requirements, provide one of the following: a. "Tyvek Housewrap, " Fibers Department, Du Pont Company. J. Fasteners: Of size and type indicated that comply with the following requirements. Where rough carpentry is exposed to weather, in ground contact, or in areas of high relative humidity, provide hot-dip galvanized fasteners, stainless steel fasteners or bronze fasteners. 1. Nails, Wire, Brads, and Staples: FS FF-N-105. 2 . Power Driven Fasteners: National Evaluation Report NER-272 . 3 . Wood Screws: ANSI B18 . 6. 1. 4 . Lag Bolts: ANSI B18 .2 . 1. 5. Bolts: Steel bolts complying with ASTM A 307 , Grade A; with ASTM A 563 hex nuts and where indicated, flat washers. K. Adhesives for Field Gluing Panels to Framing: Formulation complying with APA AFG-01, approved by both adhesive and panel manufacturer. L. Metal Framing Anchors: Provide metal framing anchors of type, size, metal, and finish indicated that comply with requirements specified including the following: ROUGH CARPENTRY 06100 - 3 w RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 1. Current Evaluation/Research Reports: Provide products for which model code evaluation/research reports exist that are acceptable to authorities having jurisdiction and that evidence compliance of metal framing anchors for application indicated with the building code in effect for this Project. 2 . Allowable Design Loads: As published by manufacturer and determined from empirical data or by rational engineering analysis and verified through comprehensive testing by a qualified independent testing laboratory. 3 . Galvanized Steel Sheet: Zinc-coated by hot-dip process to comply with ASTM A 525, Coating Designation G60, and complying with ASTM A 446, Grade A; ASTM A 526; or ASTM A 527 . a. Use galvanized steel framing anchors for rough carpentry exposed to weather, in ground contact, or in area of high relative humidity, and where indicated. M. Sill Sealer Gasket: Glass fiber resilient insulation fabricated in strip form for use as a sill sealer; 1-inch nominal thickness compressible to 1/32 inch; in rolls of 50 "* ft. or 100 ft. in length. N. Preservative pressure treat lumber and plywood with water-borne preservatives to comply with. AWPA C2 and C9, respectively, and with requirements indicated below. Mark each treated item with the AWPB or SPIB Quality Mark- Requirements. 1. Pressure-treat above-ground items with water-borne preservatives to a minimum retention of 0. 25 pcf. For -� interior uses, after treatment, kiln-dry lumber and plywood to a maximum moisture content, respectively, of 19 percent and 15 percent. Treat indicated items and the following: a. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in '" connection with roofing, flashing, vapor barriers, and' waterproofing. b. Wood sills, sleepers, blocking, furring, stripping, *� and similar concealed members in contact with masonry or concrete. c. Wood framing members less than 18 inches above grade. d. Wood floor plates installed over concrete slabs directly in contact with earth. 2 . Pressure-treat wood members in contact with the ground or fresh water with water-borne preservatives to a minimum retention of 0. 40 pcf. .. ROUGH CARPENTRY 06100 - 4 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 3 . Complete fabrication of treated items prior to treatment, where possible. If cut after treatment, coat cut surfaces to comply with AWPA M4 . Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. 1. 3 Execution: A. Install rough carpentry work to comply with N.F.P.A. "Manual of House Framing, Form E30, " "APA Design/Construction Guide - Residential & Commercial, " and the following: 1. Recommendations of engineered wood products manufacturer. 2 . Recommendations of manufacturer of sheathing, underlayment and other products not covered in above publications. B. Set rough carpentry to required levels and lines, with members plumb and true and cut to fit. C. Securely attach carpentry work to substrates and supporting members using fasteners of size that will not penetrate members where opposite side will be exposed to view or receive finish materials. D. Install fasteners without splitting wood; fasten panel products to allow for expansion at joints unless otherwise indicated. E. Provide wood framing members of size and spacing indicated; do not splice structural members between supports. Firestop concealed spaces with wood blocking not less than 2 inches thick, if not blocked by other framing members. F. Fasten construction panel products as follows: 1. Combination Subflooring Underlayment: Glue and nail to framing throughout. 2 . Subflooring: Glue and nail to framing throughout. 3 . Sheathing: a. Staple or nail to framing. 4 . Underlayment: a. Staple or nail to framing. G. Air Infiltration Barrier: Cover wall sheathing with air infiltration barrier in compliance with manufacturer's printed directions. "w1 END OF SECTION 06100 ROUGH CARPENTRY 06100 - 5 .. ..� .,. .�, .. .� .. .A .. .� r s r RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 06192 - PREFABRICATED METAL-PLATE-CONNECTED WOOD TRUSSES 1. 1 General: A. Standards: Comply with N. F.P.A. "National Design Specification for Wood Construction" and with TPI standards including "Quality Standard for Metal Plate Connected Wood Trusses, " "Commentary and Recommendations for Handling and Erecting Wood Trusses, " "Commentary and Recommendations for Bracing Wood Trusses, " and the following: 1. "Design Specification for Metal Plate Connected Wood Trusses. " 2 . "Design Specification for Metal Plate Connected Parallel Chord Wood Trusses. " B. Submittals: In addition to product data for truss components submit the following: 1. Shop drawings showing sizes, design values, materials, and dimensional relationships of components as well as bearing and anchorage details. a. Provide shop drawings that have been signed and stamped by a professional engineer legally authorized to practice in jurisdiction where Project is located. 2 . Design calculations for truss from metal plate connector manufacturer. 3 . Product certificate, signed by officer of fabricating firm, certifying that metal-plate-connected wood trusses supplied for Project comply with specified requirements. C. Fabricator' s Qualifications: A firm that participates in a recognized quality assurance program that involves inspection by SPIB; Timber Products Inspection, Inc. ; Truss Plate Institute; or other independent inspection and testing agency acceptable to Architect and authorities having jurisdiction. D. Handle and store trusses with care and comply with TPI recommendations to avoid damage from bending, overturning or other cause. 1. 2 Products: A. Lumber: Provide dressed lumber S4S, grade marked, complying with PS 20 and requirements indicated. 1. Moisture Content: Seasoned, with 19 percent maximum moisture content at time of dressing and shipment. PREFABRICATED METAL-PLATE-CONNECTED WOOD TRUSSES 06192 - 1 RESIDENCE FOR MR. AND .MRS. EDWARD W. LANE, III 2 . Grade for Chord Members: "No. 1. " 3 . Grade for Chord Members: "No. 2 . " .. 4 . Species: Southern Pine graded under SPIB rules. B. Metal Connector Plates: Metals and thickness as indicated, but not less than thickness indicated below: 1. Hot-Dip Galvanized Sheet Steel: ASTM A 446, Grade A, G60, minimum thickness of 0. 036 inch. '^ C. Fasteners: Of size and type indicated that comply with the following requirements. Where trusses are exposed to ., weather or to high relative humidities, provide hot-dip galvanized fasteners per ASTM A 153 or AISI Type 304 stainless steel fasteners. 1. Nails, Wire, Brads, and Staples: FS FF-N-105 . 2 . Power Driven Fasteners: National Evaluation Report NER-272 . 3 . Wood Screws: ANSI B18 . 6 . 1. 4 . Lag Bolts: ANSI B18 . 2 . 1. 5. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 ' hex nuts and where indicated, flat washers. D. Fabrication: Fabricate and assemble trusses to provide units of configuration indicated, with closely fitted joints and. connector plates securely fastened to wood members. 1. 3 Execution: A. Install trusses to comply with TPI referenced standards and other indicated requirements. END OF SECTION 06192 '* w PREFABRICATED METAL-PLATE-CONNECTED WOOD TRUSSES 06192 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 06200 - FINISH CARPENTRY 1. 1 General A. Product Data: Submit for factory-fabricated siding and paneling. B. Softwood Lumber: Comply with PS 20 and applicable grading rules of respective grading and inspecting agency for species and product indicated. Manufacture to sizes and patterns using seasoned lumber. Use pieces made from solid lumber for transparent finished work, and glued-up or solid, at contractor' s option for painted work. 1. Exterior Standing and Running Trim: Boards and worked lumber products complying with requirements indicated * below including those of grading agency listed with species: a. Species: Fir, Douglas. 1) Grade: C and better. 2) Texture: Furnish surfaced lumber for painted ' trim. 2 . Interior Standing and Running Trim for transparent or Painted Finish: Any Western Pirie, Douglas Fir or White Fir species graded under WWPA rules as C select or, for Idaho White Pine, as Choice. a. For stock moldings for painted finish graded under Wood Molding and Millwork Producers Industry Standard WM4 , provide P-Grade. C. Softwood Plywood: Provide APA graded panels as indicated complying with PS 1/ANSI A199. 1. 1. Plywood for Painted Finish: APA MDO EXT, panel dimensions as indicated. D. Fasteners and Anchorages: Provide nails, screws and other anchoring devices of type, size, material and finish suitable for intended use and required to provide secure attachment, concealed where possible. Hot-dip galvanize fasteners for work exposed to exterior and high humidities to comply with ASTM A 153 . E. Screens for Soffit Vents: 18" x 16" or 18" x 14" mesh of plastic coated glass fiber threads complying with FS L-S-125, with black or dark gray finish. FINISH CARPENTRY 06200 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III F. Install finish carpentry work plumb, level, true and straight with no distortions. Shim as required using concealed shims, Scribe and cut finish carpentry items to fit adjoining work. Anchor finish carpentry work securely to supports and substrates, using concealed fasteners and blind nailing where possible. Use fine finishing nails for exposed nailing except as indicated, countersunk and filled flush with finished surface. G. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces from maximum length of lumber available. Cope at returns, miter at corners to produce tight fitting joints. Use scarf joints .for end-to-end joints. END OF SECTION 06200 FINISH CARPENTRY 06200 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 07120 - FLUID-APPLIED WATERPROOFING 1. 1 General: A. System Performance Requirements: Provide fluid-applied water-proofing membrane system that is watertight and complies with performance requirements specified, as demonstrated by testing performed by a nationally recognized independent testing laboratory of manufacturer's standard systems according to test methods indicated. B. Submittals: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections: 1. Product data for each type of fluid-applied ' waterproofing specified, including data substantiating that materials comply with specified requirements. 2 . Samples, 3 inches by 6 inches minimum size, of each fluid-applied waterproofing material specified for Project. C. Quality Assurance: Comply with the following: 1. Installer Qualifications: Engage an experienced Installer who has completed fluid-applied waterproofing applications similar in material, design, and extent to that indicated for Project and that has resulted in construction with a record of successful in-service performance. D. Project Conditions: Proceed with waterproofing operations only after substrate construction and penetrating work have been completed and when existing and forecast weather conditions will permit work to be performed in accordance with manufacturer' s recommendations. 1. 2 Products: A. Polyurethane-Based , 1-Component Waterproofing : Single-component, bitumen-modified, polyurethane-based liquid membrane material, self-bonding to substrates, and compounded specifically for application and slope of substrate indicated. Provide membrane with not less than 90 percent solids, minimum 6-month shelf life in uncured state, and tested by manufacturer to comply with requirements of ASTM C 836. 1. Products: Subject to compliance with requirements, provide one of the following: FLUID-APPLIED WATERPROOFING 07120 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III a. "A-H Seamless Membrane 1-R11 ; Anti Hydro Company. b. "One-Kote System W-111 ; Karnak Corporation. C. "Vulkem 201" ; Mameco International, Inc. d. "Mult-I-Thane 3000" ; Multi-Chemical Products, Inc. e. "Perma-Guard (No. 7410 Series) " ; The Neogard Corporation. f. "Dekflex FST" ; Nox-Crete, Inc. g. "EIasto-Deck B.T. " ; Pacific Polymers, Inc. h. "Duramem H-500/V-500" ; Pecora Corporation. i. "HLM 5000" ; Sonneborn Building Products. j . "Tremproof 60" ; Tremco, Inc. B. Miscellaneous Materials: In addition to primary waterproofing materials, provide the following: 1. Primer/Filler/Sealer: As recommended by manufacturer of fluid-applied waterproofing compound. 2 . Flashings, Cant Strips, and Accessories: As recommended by manufacturer of waterproofing compound. 3 . Protection Course: Premolded, 1/8-inch-thick, semirigid board consisting of. mineral-stabilized asphalt core sandwiched between layers of asphalt-saturated felt, « surface-coated with asphalt and sealed to core under heat and pressure, and provided with polyethylene film facings. a. Products: Subject to compliance with requirements, provide one of the following: 1) "Ram-Tough Protection Board" ; The Barrett Company. 2) 11PC-2 Protection Course" ; W.R. Meadows, Inc. 3) "Protection Sheet" ; Pecora Corp. 4) "Protection Course II" ; Sonneborn Bldg. Products. 5) "Tremboard" ; Tremco, Inc. * 1. 3 Execution: A. Membrane Application, General: Comply with manufacturer' s written application recommendations, including preparation of substrate surfaces, detail coatings of joints and planar changes in substrate, and priming of substrates. 1. Apply waterproofing membrane material to substrates and ... adjoining surfaces indicated to receive membrane. Apply in accordance with manufacturer ' s recommendations to obtain thicknesses specified and using applicators and techniques best suited for slope and type of substrate to which applied. 2 . Provide 60-mil (average) membrane thickness, with minimum 50-mil thickness. " FLUID-APPLIED WATERPROOFING 07120 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III B. Install sheet-type flashings and joint covers where indicated and as recommended by prime materials manufacturer. Extend flashings onto perpendicular surfaces and other work penetrating substrate to not less than 6 inches beyond finished surface to be applied over waterproofing. C. Permit membrane to cure under conditions that will not contaminate or deteriorate waterproofing material. Block off traffic and protect membrane from physical damage. D. Install protection course on cured membrane (after testing, if required) without delay to minimize period of membrane exposure. 1. On vertical surfaces, comply with waterproofing manufacturer' s recommendations for adhesion of protection course to membrane. END OF SECTION 07120 ter• FLUID-APPLIED WATERPROOFING 07120 - 3 Aw .. 0» no ow saw «. WAR ow ..l� .s or RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 07311 - ASPHALT SHINGLES 1. 1 General: A. Roof new addition and re roof existing house with shingles similar to the existing. See (Allowances) . B. Delivery, Storage, and Handling: Deliver materials in manufacturer' s unopened, labeled bundles, rolls or containers. Store materials to avoid water damage, and store rolled goods on end. Comply with manufacturers recommendations for job-site storage and protection. " C. Job Conditions: Proceed with shingle installation only when all penetrating work has been completed and when substrate is dry and weather conditions are favorable. 1. 2 Asphalt Shingle Roofing: A. Hip and Ridge Shingles: Manufacturer' s standard factory pre-cut units to match shingles or job-fabricated units cut from actual shingles used. B. Roofing Felt: No. 15, asphalt-saturated unperforated organic roofing felt, complying with ASTM D 226, Type 1, 3611 wide, approximate weight 18 lbs. /square. C. Asphalt Plastic Cement: Fibrated asphalt cement complying with ASTM D 2822 , designed for trowel application. D. Nails: Hot-dip galvanized 11 or 12-gage sharp pointed conventional roofing nails with barbed shanks, minimum 3/8" diameter head, and of sufficient length to penetrate minimum 3/4" into solid decking or to penetrate through plywood sheathing. E. Metal Drip Edge: Minimum . 040" prefinished white baked enamel aluminum sheet, brake formed to provide 3" roof deck flange, and 2" fascia flange with 3/8" drip at lower edge. ' Furnish in 8 ' or 10 ' lengths. F. Metal Flashing: . 040" prefinished white baked enamel sheet aluminum. Job-cut to sizes and configurations required. 1. 3 Installation: A. General: Comply with published recommendations of shingle manufacturer details and recommendations of Steep Roofing section of NRCA Roofing and Waterproofing Manual for ASPHALT SHINGLES 07311 - 1 RESIDENCE FOR MR. AND •MRS. EDWARD W. LANE, III installation of underlayment and shingles, using number of nails and coursing of shingles in accordance with manufacturer' s standards. B. Final Adjustment: Replace any damaged shingles and remove shingle installation debris from site. END OF SECTION 07311 .. ASPHALT SHINGLES 07311 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 07317 - WOOD SHINGLES AND SHAKES 1. 1 General: A. Delivery, Storage, and Handling: Deliver materials in " manufacturer's unopened bundles, rolls or containers with labels intact. Store materials to avoid water damage, and store rolled goods on end. Comply with manufacturers recommendations for job- site storage and protection. B. Job Conditions: Proceed with shingle installation only when all penetrating work has been completed, substrate is completely dry and weather conditions are favorable. C. Wood Shingles: Grade 1 Blue Label (Red Cedar Shingle & Handsplit Shake Bureau) western red cedar sawn shingles, 18" length. Provide Shakertown panels in pattern to match existing for the majority of work. Use individual shingles only when necessary. D. Asphalt-Saturated Felt Underlayment: ASTM D 226, Type 1 (commonly referred to as No. 15) ; lay 36" wide strip of felt under first course, 18" strip covering 4" tail of each succeeding course. E. Nails: Hot-dipped galvanized, of type and size recommended by RCS & HS Bureau. 1. 2 Installation: A. Install shingles, beginning at lower end with a double layer starter course, projecting shingles 1-1/2" beyond sheathing. Space adjoining shingles 1/4" to 1/2" apart, nailing each shingle with two nails spaced 3/4" from edge of shingle and 1" above butt line of subsequent course. Stagger edge joints a minimum of 1-1/2" in succeeding courses. Install shingles to provide weather exposure as indicated. Cut and fit shingles at ridges and edges to provide maximum weather protection. B. Install metal flashing and vent flashing as indicated and in accordance with details and recommendations of Wood Shingle and Wood Shake section of "The NRCA Roofing and Waterproofing Manual" . a�• C. Final Adjustment: Replace any damaged shingles and remove shingle installation debris from site. END OF SECTION 07317 WOOD SHINGLES AND SHAKES 07317 - 1 now RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 07600 - FLASHING AND SHEET METAL 1. 1 General: A. Conform to profiles and sizes shown on drawings, and comply with "Architectural Sheet Metal Manual" by SMACNA, for each general category of work required. 1. Metal flashing and counter flashing. 2 . Metal wall flashing and expansion joints. 3 . Metal valleys, sumps, and scuppers. 4 . Gutters and downspouts (rain drainage) . 5. Exposed metal trim/fascia units. 6. Fascia units and trim. 7. Elastic sheet flashing. 8 . Miscellaneous sheet metal accessories. 1. 2 Products: A. Aluminum Sheet: ASTM B 209, alloy 3003-H14 ; 0. 040 inch; manufacturers ' white baked enamel finish. B. Fabricate sheet metal with flat-lock seams; solder with type X016 solder and flux recommended by manufacturer, except seal aluminum seams with epoxy metal seam cement and, where required for strength, rivet seams and joints. C. Coat back-side of fabricated sheet metal with 15-mil sulfur-free bituminous coating, SSPC-Paint 12 , where required to separate metals from corrosive substrates, including cementitious materials, wood or other absorbent materials; or provide other permanent separation. D. Provide for thermal expansion of running sheet metal work by overlaps of expansion joints in fabricated work. Where required for water-tight construction, provide hooked flanges filled with polyisobutylene mastic for 1-inch embedment of flanges. Space joints at intervals of not more than 50 feet for steel, 24 feet for copper or stainless steel, or 30 feet for zinc alloy or aluminum. Conceal expansion provisions where possible. E. Extruded Aluminum Trim and Flashings: Provide standard products conforming to the profiles and sizes indicated, alloy 6063-T52 , 0 . 08 inch minimum thickness; complete with welded corner units, - flashings and accessories. 1. Finish: Manufacturers ' standard white baked enamel painted finish. FLASHING AND SHEET METAL 07600 - 1 J RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 2 . Separate aluminum from contact with cementitious and absorptive surfaces, and from dissimilar metals, by a 15-mil coating of bituminous mastic (SSPC - Paint 12) or other permanent separation. 3 . Bed base units in roofing cement. F. Elastic Sheet Flashing/Membrane: Manufacturer's standard flexible, elastic, black, non-reinforced, flashing sheet of 50 to 60 mils thickness, 50 to 70 Shore A hardness, 1200 psi tensile strength, minus 30 deg F (minus 35 deg C) brittleness. 1. Elastic Sheet: Neoprene. 2 . Elastic Sheet: Butyl rubber. 3 . Elastic Sheet: EPDM synthetic rubber. 1. 3 Execution: r A. Anchor work in place with noncorrosive fasteners, adhesives, setting compounds, tapes and other materials and devices as recommended by manufacturer of each material or system. Provide for thermal expansion and building movements. Comply with recommendations of "Architectural Sheet Metal Manual" by SMACNA. B. Seal moving joints in metal work with elastomeric joint sealants. C. Clean metal surfaces of soldering flux and other substances which could cause corrosion. D. Nail flanges of expansion joint units to substrates at spacing of 6 inches o.c. E. Composition Stripping: Cover flanges (edges) of work set on M bituminous substrate with 2 courses of glass fiber fabric (ASTM D-1668) set in and covered with asphaltic roofing cement. F. Performance: Water-tight and weatherproof performance of flashing and sheet metal work is required. END OF SECTION 07600 FLASHING AND SHEET METAL 07600 - 2 M RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 08212 - PANEL WOOD DOORS „ 1. 1 General: A. Submittals: In addition to product data submit the following: 1. Samples of standard items from pre-hung door manufacturer. 1. 2 Products: A. Manufacturers: Subject to compliance with requirements, provide panel wood doors by one of the following: 1. Panel Wood Doors of Stock Design and Construction: a. Jeld-Wen, Inc. b. Morgan Products, Ltd. C. Nicolai Company. d. Simpson Door Company. B. All Wood Doors: Comply with NWWDA I . S. 6. : 1. Exterior Doors: Assemble doors with "wet-use” adhesives and comply with the following requirements: Note: All exterior doors are subject to salt spray from ocean. All French door units shall be vinyl clad or polycron finish. a. NWWDA Grade of Doors for Opaque Finish: Standard. b. Wood Species of Doors for Opaque Finish: Manufacturer' s standard softwood species and cut. C. Design and Layout: Panel design as described below under NWWDA design group. 1) NWWDA Design Group: 111-3/4 Front Entrance Doors (Exterior) " : a) Panel Design: As indicated. 2) NWWDA Design Group: 111-3/4 Entrance Doors (Exterior French Door) " : a) Panel Design: As indicated with insulated uncoated clear fully-tempered float glass for openings. 2 . Interior Doors: Comply with the following requirements: a. Jeld-Wen, Inc. masonite (6) panel Doors. b. Design and Layout: Panel design as described below PANEL WOOD DOORS 08212 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III under NWWDA design group. 1) NWWDA Design Group: "1-3/8 Interior Panel Doors" . a) Panel Design: As indicated. 2) NWWDA Design Group: "Bifold Doors" . a) Panel Design: As indicated. C. Fabricate panel wood doors to produce doors complying with following requirements: - 1. In size indicated for job-site fitting. Front entrance Door only. 2 . Factory-prefit doors to fit frame opening sizes indicated with uniform. clearances and bevels complying with AWI requirements for flush wood doors. 3 . Factory-premachine doors for hardware; comply with final hardware schedule, door frame shop drawings and hardware templates. D. Factory-preglaze doors for applications indicated. E. Glazed Openings: Trim glazed openings with solid wood XW moldings of profile indicated, removable one side. F. Transom and Side Panels: Fabricate panels to match ww� adjoining doors in materials, finish and quality of construction. G. Exterior Doors: Factory-treat exterior doors after an fabrication with water repellent to comply with NWWDA I . S.4 . Flash top of outswinging doors with manufacturer ' s standard metal flashing. French Door units shall be vinyl clad or .w polycron finish. Front door shall be opaque finish. H. Doors for Field-Applied Opaque Finish: Shop prime faces and so edges of doors with one coat of wood primer specified in Division-9 section "Painting" . I. Doors for Field-Applied Transparent Finish: Shop seal faces 00 and edges of doors with stain (if required) and other pretreatments and first coat of finish specified in Division-9 section "Painting" . a 1. 3 Installation: ow A. Install doors to comply with manufacturer ' s instructions, applicable requirements of referenced quality standard, and as indicated. PANEL WOOD DOORS 08212 - 2 RESIDENCE FOR AM MR. AND MRS. EDWARD W. LANE, III B. Align and fit doors in frames with uniform clearances and bevels. - Machine doors for hardware. Seal cut surfaces after fitting and machining. C. Prefit Doors: Fit to frames for uniform clearance at each edge. END OF SECTION 08212 PANEL WOOD DOORS 08212 - 3 .w� a�► RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 08610 - WOOD WINDOWS 1. 1 General: A. Standards: Performance requirements for wood windows are those specified in NWWDA I .S. 2 . 1. Note: All windows are subject to salt spray from ocean. 2 . Window Grade: Comply with requirements of manufacturers ' standard performance grade for oceanfront use. B. Testing: Stock units of each grade of required window shall have been tested in accordance with ASTM E 283 for air infiltration, ASTM E 547 for water penetration, and ASTM E 330 for structural performance. Test samples shall comply with NWWDA I. S. 2 for test sample sizes and methods. C. Forced Entry Resistance: Comply with Performance Level 10 when tested in accordance with ASTM F 588 . D. Submittals: Submit the following in accordance with Conditions of the Contract and Division 1 Specification Sections: 1. Product data for each type of window required, including standard construction details and fabrication methods, component profiles and dimensions, data on hardware, accessories and finishes, and recommendations for maintenance and cleaning exterior surfaces. 2 . Samples for Initial Color Selection: Submit samples of each finish on 12-inch-long sections. Where finishes involve color variations, include sample sets showing the full range. E. Glazing Standards: Comply with recommendations of the Flat Glass Marketing Association (FGMA) "Glazing Manual" and "Sealant Manual. " F: Insulating Glass Certification Program: Provide units _ permanently marked with label of the Insulating Glass Certification Council (IGCC) or the Associated Laboratories, Inc. (ALI) . Provide the label on spacers or at least one component pane of each unit. 1. 2 Products: A. Marvin, Inc. (Painted wood windows. ) WOOD WINDOWS 08610 - 1 X" RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III B. Kolbe Kolbe (Painted wood windows. ) „ C. Andersen (Bid Andersen Vinyl Clad windows as an alternate only. ) D. Materials: Comply with requirements of NWWDA I .S. 2 . E. Wood: Clear Ponderosa Pine or other suitable fine-grain lumber kiln dried to 6 to 12 percent moisture content at time of fabrication and free of visible finger joints, blue stain, knots, pitch pockets and surface checks larger than 1/32 inch wide by 2 inches long. Lumber shall be water-repellent preservative treated after machining in accordance with NWWDA I.S. 4. F. Vinyl Cladding: Manufacturer' s bonded vinyl cladding on exterior exposure, consisting of a rigid polyvinyl chloride sheath, complying with ASTM D 1784 , Class 14344-C, not less than 35-mil average thickness, in permanent white paintable finish. Manufacturers' standard polycron finish is acceptable. 1. Trim Members: Vinyl clad wood trim. C. Anchors, Clips, and Accessories: Nonmagnetic stainless • steel, complying with the requirements of ASTM B 633 for SC 3 (severe) service condition; provide strength sufficient to withstand design pressure indicated. D. Fasteners: Comply with NWWDA I. S. 2 for fabrication and manufacturer' s recommendations for type and size of installation fasteners. Use zinc-coated or nonferrous nails '" and screws for fabrication and installation and brass screws for hardware and accessory installation. .. E. Hardware: Manufacturer's standard, necessary to operate, tightly close, and securely lock windows. Do not use aluminum in frictional contact with other metals. Provide solid white-metal hardware with a special coating finish. F. Compression Weatherstripping: Compressible, designed for resilient sealing under bumper or wiper action, concealed when sash is closed. 1. Manufacturers' standard for ocean front. G. Sliding Weatherstripping: Woven pile weatherstripping of polypropylene, wool, or nylon, with . resin-impregnated backing fabric; comply with AAMA 701. 2 . 1. Provide integral center-line barrier fin of semi-rigid plastic polypropylene sheet. WOOD WINDOWS 08610 - 2 RESIDENCE FOR MR. AND• MRS. EDWARD W. LANE, III H. Insect Screens: Removable screen panel for each movable glazed sash. Comply with SMA 2005. 1. Screen Fabric: 18 by 14 or 18 by 16 mesh of plastic-coated glass fiber threads, woven and fused to form a screen resistant to corrosion, shrinkage, stretch, impact damage, and weather deterioration; dark grey. Comply with FS L-S-125. 2 . Insect Screens Frames: Formed or extruded aluminum frames, anodized to match window members, and removable vinyl fabric-retainer spline. Comply with SMA 1004 . I. Glass and Glazing Materials: Clear, sealed, insulating safety glazing that complies with ANSI 297 . 1. J. Glazing Seal: Provide extruded vinyl or butyl glazing gasket providing weather weathertight seal. K. Double-hung Windows: Provide units that have "tilt-in" feature permitting both sides of sash to be cleaned from the interior. Provide concealed, counterbalancing, mechanism-type sash balances (2 per sash) , cam action sweep lock and keeper on the meeting rail, lift handles on bottom rail of lower sash, and applied pull-down handles on bottom rail of upper sash. L. Insect Screens: Provide screens for each operable ventilator or sash. Locate screens on inside or outside, depending upon window type. Design windows and hardware to accommodate screens in a tight-fitting removable arrangement. 1. Wickets: Provide sliding or hinged wickets, framed and trimmed for a tight fit and durability during handling. 2 . Screen Frames: Fabricate tubular-shaped extruded or formed aluminum members 0. 040-inch minimum wall thickness, with mitered or coped joints and concealed fasteners. Provide removable PVC spline/anchor concealing frame edge. Comply with SMA 1004 . a. Finish: Anodized aluminum or baked-on organic coating in color selected by the Architect from manufacturer's standards. M. Fabrication: Comply with indicated standards. Include a complete system for assembly of components and anchorage of window units. 1. Comply with referenced standards for moisture content of lumber at time of fabrication and for relative humidity conditions in the installation areas. WOOD WINDOWS 08610 - 3 RESIDENCE FOR MR. AND MRS. EDWARD 'W. LANE, III 2 . Fabricate windows to produce units that are reglazable without dismantling sash framing. Provide openings and ., mortises precut to receive hardware and other items. 3 . Each window unit includes sash, frame, stops, sill (including undersill or nosing) , exterior casing and moldings, integral mullions and muntins, hardware, and accessories. a. Provide weatherstripping at perimeter of each operating sash. b. Provide removable insect screen for each operating sash, with location determined by manufacturer. C. Provide glazing stops, nailed or snap-on type, coordinated with glass selection and glazing system indicated. 4 . Preglazed Window Units: Except for light sizes in excess of 100 united inches, preglaze windows at the shop before delivery. 5 . Complete fabrication, assembly, finishing, and hardware application before shipment to the project site. Disassemble only for shipment and installation. Where necessary for fitting, provide allowance for scribing, trimming, and fitting. N. Wood Finish: Provide shop prime coat on interior surfaces. 1. 3 Execution: A. Inspection: Inspect openings before installation. Verify that the opening is correct and the sill plate level. Do not proceed with installation until unsatisfactory conditions have been corrected. 1. Wood frame walls shall be dry, clean, sound and •. well-nailed, free of voids, and without offsets at joints. Ensure nail heads are flush with surfaces in opening and within 3 inches of the corner. 2 . Coordinate installation with flashings and other .� built-in components. B. Installation: Comply with manufacturer' s instructions and recommendations for installation of window units. 1. Set units plumb, level, true to line, without warp or rack of frames or sash. Provide support and anchor securely in place. 2 . Set sill members in a bed of compound or with joint fillers or gaskets, to provide weathertight construction. .N WOOD WINDOWS 08610 - 4 .. RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III C. Adjusting: Adjust operating sash and hardware to provide a tight fit at contact points and weatherstripping, smooth operation and a weathertight closure. Lubricate hardware and moving parts. D. Cleaning: Clean surfaces after installation. Avoid damage to coatings and finishes. Remove excess glazing and sealants, dirt, and other substances. 1. Clean glass after installation. Wash and polish both faces before Substantial Completion. Remove nonpermanent labels from glass surfaces. 2 . Remove and replace glass that has been broken, chipped, cracked, abraded or damaged during the construction period. E. Protection: Protect window units from damage or deterioration until time of substantial completion. END OF SECTION 08610 WOOD WINDOWS 08610 - 5 .. .w ■. ,. 40 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 08710 - FINISH HARDWARE 1. 1 General Hardware Requirements: A. Submit final hardware schedule organized by "hardware sets" , to indicate specifically the product to be furnished for each item required on each door. 1. Furnish templates to each fabricator of doors and frames, as required for preparation to receive hardware. B. Hardware Allowance: See Division 1 for amount and procedures for purchase and payment (overrun or underrun) . The costs of handling and installation of all necessary hardware are not covered by the allowance. 1. 2 Weatherstripping: A. Provide manufacturer' s standard weatherstripping of type, size and profile indicated, continuous at head and jamb edges of each exterior door opening. Provide non-corrosive fasteners. 1. 3 Thresholds: A. Mfrs. of Thresholds: Door manufacturers ' standard for ocean front at French doors. Pemko at front entrance door (see drawings) . B. Provide extruded brass threshold of type, design and profile indicated. Provide non-corrosive fasteners. 1. 4 Installation: A. Hardware Mounting Heights: Door and Hardware Institute "Recommended Locations for Builders ' Hardware for Custom Wood Doors and Frames" , except as otherwise indicated. B. Install each hardware item to comply with manufacturer 's instructions and recommendations. C. Set thresholds for exterior doors in full bed of butyl-rubber or polyisobutylene mastic sealant. Remove excess sealant and clean adjacent surfaces. FINISH HARDWARE 08710 - 1 RESIDENCE FOR " MR. AND MRS. EDWARD W. LANE, III D. Hardware Adjustment: Return to project one month after Owner' s occupancy, and adjust hardware for proper operation and function. Instruct Owner' s personnel in proper maintenance and adjustment. END OF SECTION 08710 w w w M FINISH HARDWARE 08710 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 09250 - GYPSUM DRYWALL ,R 1. 1 General: 1. 2 Products: A. Manufacturers: Subject to compliance with requirements, provide gypsum board and related products by one of the following: 1. Centex American Gypsum Co. 2 . Domtar Gypsum Co. 3 . Georgia-Pacific Corp. 4 . Gold Bond Building Products Div. , National Gypsum Co. 5. United States Gypsum Co. B. Gypsum Board: Provide gypsum board of types indicated in maximum lengths available to minimize end joints: 1. Exposed Gypsum Board: ASTM C 36, thickness as indicated. a. Type: Regular, unless otherwise indicated. 2 . Water-Resistant Gypsum Backing Board: ASTM C 630 thickness as indicated. a. Type: Regular unless otherwise indicated. 1. 3 GLASS MESH MORTAR UNITS: ° A. Proprietary backing units with glass mesh fiber mesh reinforcing and water resistant coating on both faces, complying with the following requirements: 1. Coated Gypsum Panels: Gypsum core with glass fiber mesh surface mats and manufacturer' s proprietary water and vapor retarding coating on both faces, fabricated in panels 1/2 inch thick by 48 inches wide by 96 inches long, and weighing 2 . 0 lbs per sq. ft. °"" 2 . Cement-Coated Portland Cement Panels: High density portland cement surface coating on both faces and lightweight concrete core composed of portland cement and expanded ceramic aggregate; fabricated in panels 7/16 inch thick by 36 inches wide by 36, 48, or 60, 641 or 72 inches long; and weighing 3 . 2 - 3 . 8 lbs per sq. ft. GYPSUM DRYWALL 09250 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 3 . Vinyl-Coated Portland Cement Panels: Core formed in a continuous process from aggregated portland cement ,.. slurry and reinforced with vinyl-coated woven glass fiber mesh embedded in both surfaces, with one face smooth and other textured; fabricated in panels 1/2 inch thick and by 36 inches wide by 48 , 60, and 72 inches long; and weighing 3 lbs per sq. ft. B. Available Products: Subject to compliance with requirements, glass mesh mortar units which may be incorporated in the Work include, but are not limited to, the following: aw 1. "Dens-Shield" ; Georgia Pacific Corp. 2 . "Wonder-Board" ; Modulars Inc. 3 . "Durock Tile Backer Board" ; Durabond Div. , USG or Industries, Inc. C. Trim Accessories: ASTM C 840 : mfr ' s standard trim .m accessories, including cornerbead and edge trim of beaded type with face flanges for concealment in joint compound except where semi-finishing or exposed type is indicated. 1. Provide corner bead formed from pvc. D. Gypsum Board Joint Treatment Materials: ASTM C 475 and ASTM C 840, and as follows: 1. Joint Tape: Paper reinforcing tape, unless otherwise indicated. a. Use open-weave glass fiber tape where recommended by gypsum board mfr with use of setting-type joint compound. 2 . Setting-Type Joint Compound: Factory-prepackaged, �*► job-mixed chemical-hardening powder products formulated for uses indicated. 3 . Drying-Type Joint Compounds: Factory-prepackaged vinyl-based products complying with the following requirements: a. Ready-Mix Formulation: Factory-premixed. b. Taping compound formulated for embedding tape and first coat over fasteners and flanges of corner beads and edge trim. GYPSUM DRYWALL 09250 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III C. Topping compound formulated for fill (2nd) and finish (3rd) coats. d. All-purpose compound formulated for use as both taping and topping compound. E. Miscellaneous Materials: As follows, recommended by gypsum board mfr: 1. Fastening Adhesive for Wood: ASTM C 557 . 2 . Gypsum Board Screws: ASTM C 1002 . 3 . Gypsum Board Nails: ASTM C 514 . 1. 4 Execution: A. Install and finish gypsum board to comply with ASTM C 840 and as follows: 1. Form "Floating" construction for gypsum boards at internal corners, except where special isolation or edge trim is indicated. 2 . Install water-resistant backing board where indicated to ,. receive thin-set tile and similar rigid applied finishes at tubs, showers, and similar "wet" areas. Install glass mesh mortar units to directly receive tile. 3 . Screw gypsum board to wood supports. 4 . Screw both layers to supports where double-layer work is indicated or otherwise required. 5. Direct Bonding: Comply with mfr ' s recommendations where gypsum board is indicated to be directly bonded to substrate. 6. Drywall Finishing: Apply joint tape and joint compound at joints between gypsum boards. Apply compounds indicated below at accessory flanges, penetrations, fastener heads and surface defects. a. Install compound in 3 coats (plus prefill of cracks where recommended by mfr) ; sand between coats and after last coat. 1) Embedding and First Coat: Ready-mix drying type all-purpose of taping compound. 2) Fill (Second) Coat: Ready-mix drying type all-purpose or topping compound. 3) Finish (Third) Coat: Ready-mix drying-type all-purpose or topping compound. b. Treat water-resistant gypsum board joints, fastener heads, cut edges and penetrations in water-resistant backing board to comply with gypsum board mfr' s directions. END OF SECTION 09250 GYPSUM DRYWALL 09250 - 3 dop .. Am OR .A RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 09300 - TILE 1. 1 General A. ANSI Tile Standards: Comply with ANSI A13 . 1 Standard Specification for Ceramic Tile and ANSI 108 series of tile installation standards included under "American National Standard Specifications for the Installation of . Ceramic Tile. " B. TCA Installation Guidelines: TCA "Handbook for Ceramic Tile Installation" ; comply with TCA installation methods indicated. C. Submittals: With manufacturer' s product data and installation instructions for tile work, submit samples of +" each type, color, and texture of tile. 1. 2 Products A. Colors, Textures, and Patterns: For tile, grout, and other products requiring selection of colors, surface textures, patterns, and other appearance characteristics, comply with the following requirements: 1. All tile shall be selected by Owner and linstalled by Contractor. For tile allowances see "Allowances" section. B. Sizes and Thicknesses: As indicated or, if not indicated, as selected by Architect from manufacturer' s standard sizes and thicknesses. C. Trim Shapes: Same material, size, color, and texture as field tile. D. Marble Thresholds: Group "A" ; ASTM C 503 , for exterior use with minimum hardness of 10. 0 per ASTM C 241; white with honed finish unless otherwise indicated. " E. Setting Materials: Provide setting materials as per manufacturers ' recommendations for installation on cemtitious backer units, for each type of tile. F. Cementitious Backer Units: Proprietary backing units with glass fiber mesh reinforcing and water-resistant coating on both faces, complying with the following requirements: 1. Cement-Coated Portland Cement Panels: High-density portland cement surface coating on both faces and lightweight concrete core composed of portland cement TILE 09300 - 1 s RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, • III and expanded ceramic aggregate; fabricated in panels 7/16-inch thick by 36 inches wide, weighing 3 . 2 - 3 . 8 psf.. 2 . Vinyl-Coated Portland Cement Panels: Core formed in a continuous process from aggregated portland cement slurry and reinforced with vinyl-coated woven glass fiber mesh embedded in both surfaces, with one face smooth and other textured; fabricated in panels 1/2-inch thick and by 36 inches wide, weighing 3 psf. 3 . Mortar Unit Finishing Materials: . Tape and joint compounds as recommended by manufacturer of cementitious backer units. 1. 3 Execution A. Field-Applied Temporary Protective Coating: Where indicated under or needed to prevent adhesion or staining of exposed tile surfaces by grout, precoat tile with a continuous film of temporary protective coating indicated below: B. At showers, tubs, bathroom floors, and similar "wet areas, " install cementitious backer units and treat joints to comply with manufacturer ' s instructions for type of application indicated. C. Installation: Comply with ANSI A108 . 1 and 108 . 4 through A108 . 10, as applicable for type of tile, setting materials, grout, and methods of installation indicated. Comply with manufacturer's instructions for application of proprietary materials. D. Joint Pattern: Use grid pattern with 1/16-inch-wide joints unless otherwise indicated. E. Edge Strips: Provide at exposed edge of tile meeting carpet, wood, or resilient flooring, unless otherwise indicated. F. Cleaning: Upon completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. 1. Remove latex-portland cement grout residue from tile as soon as possible. 2 . Unglazed tile may be cleaned with acid solutions only when permitted by tile and grout manufacturer' s printed instructions but no sooner than 14 days after installation. Protect metal surfaces, cast iron, and vitreous plumbing fixtures from effects of acid cleaning. Flush surface with clean water before and after cleaning. 3 . Remove temporary protective coating, by method TILE 09300 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III recommended by coating manufacturer that is acceptable to brick and grout manufacturer. Trap and remove coating to prevent it from clogging drains. END OF SECTION 09300 TILE 09300 - 3 .� .,� .. .� .� M yll I* w ■ s SPECIFICATIONS RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 1735 BEACH AVENUE ATLANTIC BEACH, FLORIDA 32233 WILLIAM R. JAYCOX, AIA, ARCHITECT 1300 GULF LIFE DRIVE, SUITE 410 JACKSONVILLE, FLORIDA 32207 January 16, 1991 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SPECIFICATIONS TABLE OF CONTENTS DIVISION 1 - GENERAL Section 01010 - Summary of Work Section 01020 - Allowances Section 01027 - Applications for Payment Section 01045 - Cutting and Patching Section 01095 - Reference Standards and Definitions Section 01300 - Submittals Section 01500 - Temporary Facilities Section 01700 - Project Closeout Section 01740 - Warranties and Bonds DIVISION 2 - SITE WORK Section 02070 - Selective Demolition Section 02110 - Site Clearing Section 02200 Earthwork Section 02282 - Termite Control Section 02710 - Foundation Drainage DIVISION 3 - CONCRETE Section 03300 - Cast-In-Place Concrete DIVISION 4 - MASONRY Section 04200 - Unit Masonry DIVISION 6 - CARPENTRY & MILLWORK Section 06100 - Rough Carpentry Section 06192 - Prefabricated Metal-Plate-Connected Wood Trusses Section 06200 - Finish Carpentry DIVISION 7 - THERMAL & MOISTURE PROTECTION PW Section 07120 - Fluid-Applied Waterproofing Section 07311 - Asphalt Shingles Section 07317 - Wood Shingles and Shakes Section 07600 - Flashing and Sheet Metal .r. RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III DIVISION 8 - DOORS & WINDOWS Section 08212 - Panel Wood Doors Section 08610 - Wood Windows Section 08710 - Finish Hardware DIVISION 9 - FINISHES Section 09250 - Gypsum Drywall Section 09300 - Tile Section 09550 - Wood Flooring Section 09900 - Painting DIVISION 15 - MECHANICAL Section 15400 - Plumbing DIVISION 16 - ELECTRICAL Section 16000 - Electrical .� ... ..� .� ... ,.y «« ... .. ., .. RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III " SECTION 01010 - SUMMARY OF WORK 1. 1 General A. Instructions to Bidders: Each Bidder shall receive 2 sets of plans and 1 set of specifications as an official set of contract documents. Bids are due on January 31, 1991 before 2: 00 p.m.• and after review by architect and Owner the contract will be awarded on February 4, 1991 and construction is to begin the week of January 7 , 1991 or before. All bids are to be delivered to the office of William R. Jaycox AIA Architect, 1300 Gulf Life Drive #410, M„ Jacksonville, FL 32207, telephone (904) 396-4420. The bids shall be broken down into sufficient detail to illustrate individual trades, general labor, and overhead and profit of General Contractor. Bids shall also include a construction completion date. Architect will provide bid form. B. Project Description: This project consists of additions and alterations to Mr. and Mrs. Edward W. Lane, III ' s residence at 1735 Beach Avenue, Atlantic Beach, Florida 32233, (904) 241-2389 . The work consists of the selective demolition to the southeast corner of the existing house and the construction of a new addition, patio area and minor alterations to the existing. The work includes securing building permits, insurance, inspection certificates and guarantees; furnishing materials, labor supervision, tools, machinery, equipment, transportation services, and all incidentals necessary to such performance. C. Work under other contracts. 1. Owner will furnish and install under other contracts the following: a. Furnishings and finishes as provided by interior designer or owner. b. Landscaping and fine grading. C. Irrigation system. d. Pool and cool deck. e. Septic tank system and tie-in. f. Water main and tie-in. g. Fencing at backyard. SUMMARY OF WORK 01010 - 1 .e RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III D. Items furnished by owner and installed by contractor: 1. Install the following items. a. Mantel and surround. E. Work Sequence: The Work will be conducted in a timely manner that will enable the owner to occupy the premises at the earliest possible date. -w 1. Work on the main house shall be substantially complete on July 31, 1991 such that the owner can occupy the premises. Liquidated damages for work not complete shall be $100 per day. The contractor shall organize a preliminary walk through 30 days prior to substantial completion and 5 days prior to substantial completion to "" review the level construction with the owner, architect, and interior designer. F. Contractor Use of Premises: Limit use of the premises to construction activities in areas indicated; allow for storage of Owner' s contents. 1. Confine operations to areas within Contract limits indicated. Portions of the site beyond areas in which construction operations are' indicated are not to be disturbed. 2 . Keep driveways and entrances clear at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize requirements for storage of materials. G. Use of the Existing Building: Maintain the existing building in a weathertight condition throughout construction. Repair damage caused by construction operations. Take precautions necessary to protect the «� building and contents during the construction period. H. Owner-furnished Items: The Contractor shall designate .� delivery dates in the Contractor' s Construction Schedule and shall receive, unload and handle items at the site. The Contractor is responsible for protecting items from damage, " including damage from exposure to the elements, and for repair or replacement of items damaged as a result of his operations. .. END OF SECTION 01010 SUMMARY OF WORK 01010 — 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 01020 - ALLOWANCES 1. 1 General A. Selected materials and equipment, and in some cases, installation are included in Contract Documents by allowances. Allowances are established to defer selection until more information is available. Other requirements will be issued by a Change Order. B. Types of allowances required include the following: 1. Lump sum allowances. 2 . Unit-cost allowances. 3 . Contingency allowance. C. Selection and Purchase: At the earliest feasible date after Contract award, advise the Architect of the date when selection and purchase of each product or system described by an allowance must be completed to avoid delay. 1. When requested by the Architect, obtain proposals for each allowance for use in making final selections; include recommendations that are relevant to performance of the Work. 2 . Purchase products and systems from the designated * supplier. D. Submittals: Submit proposals for purchase of products or systems included in allowances, in the form of Change Orders. 1. Submit invoices or delivery slips to indicate quantities of materials delivered for use in fulfillment of each allowance. E. Contingency Allowances: Use the contingency allowance only as directed for the Owner ' s purposes, and only by Change Orders which designate amounts to be charged to the allowance. 1. Related costs for products or equipment ordered under the contingency allowance, including delivery, ' installation, taxes, insurance, and similar costs are not part of the Contract Sum. 2 ., Change Orders authorizing use of funds from the contingency allowance will include related costs and reasonable overhead and profit. 3 . At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order. ALLOWANCES 01020 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III F. Inspection: Inspect products covered by an allowance promptly upon delivery for damage or defects. G. Preparation: Coordinate materials and installation for each allowance with related materials and installations to ensure that each allowance item is integrated with related construction activities. H. Lump Sum Allowances: 1. Electrical Fixtures $2500 . 00 .. 2 . Hardware $1250 . 00 3 . Front Door Allowance $1250. 00 4 . Toilet Accessories $300. 00 I. Unit Cost Allowances: 1. Bathroom Tile $2 . 00/S. F. 2 . Deck Tile $2 . 00/S. F. 3 . Roof Shingles $25 . 00/Square J. Contingency Allowances: 1. Foundation Drain and Waterproofing $2500. 00 END OF SECTION 01020 re r ALLOWANCES 01020 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 01027 - APPLICATIONS FOR PAYMENT 1. 1 General A. Schedule of Values: Coordinate preparation of the Schedule of Values with the Contractor' s Construction Schedule. 1. Correlate line items in the Schedule of Values with other schedules and forms, including: a. Contractor' s Construction Schedule. b. Application for Payment form. C. List of subcontractors. d. List of products. e. Schedule of submittals. * 2 . Submit the Schedule of Values to the Architect at the earliest date, but no later than 7 days before the date scheduled for submittal of the initial. Application for . , Payment. 3 . Format and Content: Use the Project Manual Table of Contents as a guide to establish the format. a. Identification: Include the following identification: 00 1) Project name and location. 2) Name of the Architect. 3) Project number. 4) Contractor ' s name and address. 5) Date of submittal. b. Arrange the Schedule in tabular form with columns to indicate the following for each item: 1) Generic name. 2) Related Specification Section. 3) Name of subcontractor. 4) Name of manufacturer or fabricator. 5) Name of supplier. 6) Change Orders (numbers) that have affected value. 7) Dollar value. 8) Percentage of Contract Sum to the nearest one-hundredth percent, adjusted to total 100 percent. C. Break Contract Sum down in enough detail to facilitate evaluation of Applications for Payment. Break subcontract amounts down into several line items. Round amounts off to the nearest dollar; APPLICATIONS FOR PAYMENT 01027 - 1 ..a RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III the total shall equal the Contract Sum. d. For each item where an Application for Payment includes products purchased or fabricated and stored, but not installed, provide separate line items for initial cost, each subsequent stage of completion, and installed value. e. Show line items for indirect costs, and margins on costs, to extent that such items will be listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete including total cost and share of overhead and profit. „ 1) Temporary facilities and items that are not direct cost of Work-in-place may be shown as separate line items or distributed as general overhead expense. f. Update and resubmit the schedule when Change Orders .. or Construction Change Directives change the Contract Sum. B. Applications for Payment: Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. 1. Payment Application Times: Payment dates are indicated in the Agreement. The period covered by each application is the period indicated. 2 . Payment Application Forms: Use AIA Document G 702 and Continuation Sheets G 703 as the form for the application. 3 . Application Preparation: Complete every entry, including notarization and execution by person authorized to sign on behalf of the Owner. Incomplete applications will be returned without action. * a. Entries shall match data on the Schedule of Values and Contractor' s Construction Schedule. Use updated schedules if revisions have been made. b. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the period covered by the application. 4 . Transmittal: Submit 3 executed copies of each application to the Architect within 24 hours; one copy -• shall be complete, including waivers of lien and similar attachments. a. Transmit each copy with a transmittal listing attachments, and recording information related to the application. APPLICATIONS FOR PAYMENT 01027 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 5. Waivers of Lien: With each application, submit waivers of lien from every entity who may file a lien arising out of the Contract, and related to the Work covered by the payment. a. Submit partial waivers on each item for amount requested, prior to deduction for retainage, on each item. b. When an application shows completion of an item, submit final or full waivers. C. Waiver Delays: Submit each application with • Contractor ' s waiver of lien for the period covered by the application. d. Submit final Application for Payment with final waivers from every entity involved with performance of Work . covered by the application who could be entitled to a lien. e. Waiver Forms: Submit waivers of lien on forms, and "" executed in a manner, acceptable to Owner. C. Initial Application for Payment: Administrative actions and 40 submittals that must precede or coincide with submittal of the first Application for Payment include: 1. List of subcontractors. 2 . List of suppliers and fabricators. 3 . Schedule of Values. 4 . Contractor' s Construction Schedule (preliminary if not final) . 5. Submittal Schedule (preliminary if not final) . 6 . List of Contractor' s staff assignments. 7 . Copies of building permits. 8 . Copies of licenses from governing authorities. 9 . Certificates of insurance and insurance policies. 10 . Performance and payment bonds (if required) . D. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment; reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions. Administrative actions and submittals that precede or coincide with this application include: 1. Occupancy permits. 2 . Warranties and maintenance agreements. 3 . Test/adjust/balance records. 4 . Maintenance instructions. ew 5 . Meter readings. 6. Change-over information related to Owner ' s occupancy. 7 . Final cleaning. 8 . Application for reduction of retainage, and consent of surety. APPLICATIONS FOR PAYMENT 01027 - 3 VP RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III E. Final Payment Application: Administrative actions and submittals which must precede or coincide with submittal of the final payment application include: 1. Completion of Project closeout requirements. 2 . Completion of items specified for completion after Substantial Completion. 3 . Transmittal of required Project construction records to Owner. 4. Certified property survey. 5 . Proof that taxes, fees and similar obligations have been paid. M 6 . Change of door locks to Owner' s access. END OF SECTION 01027 AM APPLICATIONS FOR PAYMENT 01027 - 4 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 01045 - CUTTING AND PATCHING 1. 1 General A. Refer to other Sections of these Specifications, including Divisions-15 and -16, for specific requirements and limitations applicable to cutting and patching individual parts of the Work. B. Demolition of selected portions of the building for alterations is included in Section "Selective Demolition. " C. Cutting and Patching Proposal: Where approval of procedures is required before proceeding, submit a proposal describing procedures in advance of the time cutting and patching will be performed. Include the following information, as applicable: 1. Describe the extent of cutting and patching required and how it is to be performed; indicate why it cannot be avoided. 2 . Describe anticipated results; include changes to structural elements and operating components and changes in the building' s appearance and other visual -elements. 3 . List products to be used and entities that will perform Work. 4 . Indicate dates when cutting and patching is to be performed. 5. List utilities that will be disturbed, including those that will be relocated and those that will be temporarily out-of service. Indicate how long service will be disrupted. 6. Approval by the Architect to proceed does not waive the Architect ' s right to later require complete removal and replacement of Work found to be unsatisfactory. D. Structural Work: Do not cut and patch structural elements in a manner that would reduce the load-carrying capacity or load deflection ratio. Obtain approval of the cutting and patching proposal before cutting and patching -structural elements. E. Operational and Safety Limitations: Do not cut and patch operating elements or safety components in a manner that would reduce their capacity to perform as intended, or would increase maintenance, or decrease operational life or safety. Obtain approval of the cutting and patching proposal before cutting and patching operating elements or safety related systems: F. Visual Requirements: Do not cut and q patch construction CUTTING AND PATCHING 01045 - 1 .w RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 00 exposed on the exterior or in occupied spaces, in a manner that would reduce the building' s aesthetic qualities, or No result in visual evidence of cutting and patching. Remove and replace Work cut and patched in a visually unsatisfactory manner. G. Materials: Use materials identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible. Use materials whose performance will equal or surpass of existing materials. H. Inspection: Before cutting, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. I. Temporary Support: Provide temporary support of Work to be .w cut. J. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions that might be exposed during cutting and patching operations. K. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. L. Take all precautions to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them. M. Performance: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. 1. Cut existing construction to provide for the installation of other components or the performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. N. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining .. construction. Where possible review procedures with the original installer; comply with the original installer' s recommendations. - 1. Where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots to size required with CUTTING AND PATCHING 01045 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. 2 . Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill. 3 . Comply with requirements of applicable sections of Division-2 where cutting and patching requires excavating and backfilling. 4 . By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting. O. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2 . Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3 . Where the removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to p provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance. a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken containing the patch, after the patched area has received primer and second coat. 4 . Patch, repair or rehang existing ceilings as necessary to provide an even plane surface of uniform appearance. P. Cleaning: Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove paint, mortar, oils, putty and similar items. Thoroughly clean piping, conduit and similar features before painting or finishing is applied. Restore damaged pipe covering to its original condition. END OF SECTION 01045 CUTTING AND PATCHING 01045 - 3 ANN .w RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 01095 - REFERENCE STANDARDS AND DEFINITIONS 1. 1 General A. Definitions: Basic Contract definitions are included in the General Conditions. 1. Indicated: Graphic representations, notes, or schedules on Drawings; Paragraphs or Schedules in Specifications; and similar requirements in Contract Documents. Where terms such as "shown, " "noted, " "scheduled, " and "specified" are used, it is to help locate the reference. 2 . Directed: Terms such as "directed, " "requested, " "authorized, " "selected, " "approved, " "required, " and "permitted" mean "directed by the Architect, " "requested by the Architect, " and similar phrases. 3 . Approve: Used in conjunction with action on submittals, applications, and requests, is limited to the Architect' s duties and responsibilities stated in General and Supplementary Conditions. 4 . Regulation: Includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. 5. Furnish: Supply and deliver, ready for unloading, unpacking, assembly, installation, and similar operations. 6. Install: Describes operations at the site including "unloading, unpacking, assembly, erection, anchoring, applying, working to dimension, protecting, cleaning, and similar operations. " 7 . Provide: Furnish and install, complete and ready for use. " 8 . Installer: The Contractor or an entity engaged by the Contractor as employee, subcontractor, or sub-subcontractor for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. a. The term "experienced" when used with "Installer" means having a minimum of 5 previous Projects similar in size to this Project and being familiar with the precautions required and with requirements of the authority having jurisdiction. REFERENCE STANDARDS AND DEFINITIONS 01095 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III e 9 . Project Site is the space available for construction activities, either exclusively or with others performing other construction on the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land upon which the Project is to be built. 10 . Testing Laboratories: A "testing laboratory" is an independent entity engaged to perform specific inspections or tests, at the Project Site or elsewhere, -� and to report on and, if required, to interpret results of those inspections or tests. B. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16-Division format and MASTERFORMAT numbering system. C. Language used in the Specifications is the abbreviated type. Implied words and meanings will be appropriately interpreted. Singular words will be interpreted as plural and plural words interpreted as singular where applicable and where the context so indicates. 1. Imperative language is used generally. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the text subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor or by others when so noted. a. The words "shall be" shall be included by inference wherever a colon ( : ) is used within a sentence or phrase. D. Abbreviations and Names: Where acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards-generating organization, authority having jurisdiction, or other entity applicable. Refer to the , "Encyclopedia of Associations, " published by Gale Research Co. , available in most libraries. E. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents; correspondence and records established in conjunction with compliance with standards; and regulations bearing upon performance of the Work. END OF SECTION 01095 REFERENCE STANDARDS AND DEFINITIONS 01095 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 01300 - SUBMITTALS 1. 1 General A. Summary: This Section specifies requirements for handling submittals. B. General Procedures: Coordinate submittal preparation with performance of construction activities, and with purchasing or fabrication, delivery, other submittals and related activities. Transmit in advance of performance of related activities to avoid delay. 1. Coordinate transmittal of different submittals for related elements so processing will not be delayed by the need to review concurrently for coordination. The Architect reserves the right to withhold action on a . submittal requiring coordination until related submittals are received. 2 . Processing: Allow two weeks for initial review. Allow more time if processing must be delayed for coordination with other submittals. The Architect will advise the Contractor when a submittal must be delayed for coordination. Allow two weeks for reprocessing each submittal. a. No extension of time will be authorized because of failure to transmit submittals sufficiently in advance of the Work to permit processing. 3 . Submittal Preparation: Place a label or title block on each submittal for identification. Provide a 4" x 5" space on the label or beside the title block on Shop Drawings to record Contractor' s review and approval markings and action taken. Include the following information on the label for processing and recording action taken. a. Project name. b. Date. C. Name, address, and telephone of Architect. d. Name, address, and telephone of Contractor. e. Name, address, and telephone of subcontractor. f. Name, address, and telephone of supplier. g. Name of manufacturer. 4 . Submittal Transmittal: Package submittals appropriately for transmittal and handling. Transmit with a transmittal form. Submittals received from other than the Contractor will be returned without action. SUBMITTALS 01300 - 1 a RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III C. Contractor' s Construction Schedule: Submit a fully developed, bar-chart type construction schedule, established .., for Commencement of the Work. Provide a separate bar for each construction activity and a vertical line to identify the first working day of each week. Use the breakdown of units of Work as indicated in the "Schedule of Values" . 1. Within each time bar indicate estimated completion percentage in 10 percent increments. As Work ^ progresses, place a contrasting mark in each bar to indicate Actual Completion. 2 . Secure commitments for performing critical construction „ operations from parties involved. Coordinate each activity with other activities and show- in proper sequence; include minor elements involved in the construction sequence. Indicate sequences necessary for completion of related portions. 3 . Coordinate the Construction Schedule with the Schedule of Values, list of subcontracts, Submittal Schedule, -■ progress reports, payment requests and other schedules. 4 . Indicate completion in advance of the date established for Substantial Completion. Indicate Substantial Completion on the Schedule to allow time for the Architect ' s procedures necessary for certification of Substantial Completion. D. Distribution of Schedules: Distribute copies of the Construction Schedules to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. Post copies in the field. When revisions are made, distribute to the same parties and post in the same locations. 1. Updating: Revise each Schedule after each meeting or activity, where revisions have been made. Issue the updated Schedules concurrently with report of each meeting. E. Daily Construction Reports: Prepare a daily construction report, recording information concerning events at the site. Submit duplicate copies to the Architect with application for payment. F. Shop Drawings: Submit new information, drawn to accurate scale. Indicate deviations from Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Include the following information: 1. Dimensions. 2 . Identification of products and materials included. 3 . Notation of coordination requirements. 4 . Notation of dimensions established by field measurement. SUBMITTALS 01300 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 5. Sheet Size: Except for templates, patterns and similar full- size Drawings, submit Shop Drawings on sheets at least 8-1/2" x 11" but no larger than 24" x 36" . 6. Initial Submittal: Submit one correctable translucent print and one blue-line print for review; the reproducible print will be returned. 7 . Final Submittal: Submit 3 blue-line prints. 2 prints IMP will be retained; the remainder will be returned. One of the prints returned shall be maintained as a "Record Document" . 8 . Do not use Shop Drawings without a final stamp indicating action taken in connection with construction. G. Product Data: Collect Product Data into a single submittal for each element or system. Mark each copy to show applicable choices and options. Where Product Data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include the following information: 1. Manufacturer ' s printed recommendations. 2 . Compliance with recognized trade association standards. 3 . Compliance with recognized testing agency standards. 4 . Application of testing agency labels and seals. 5. Notation of dimensions verified by field measurement. 6'. Notation of coordination requirements. 7. Submittals: Submit 2 copies of each required submittal. The Architect will retain one, and will return the other marked with action taken and corrections or modifications required. a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. 8 . Distribution: Furnish copies of final submittal to installers, and others required for performance of construction activities. Show distribution on A transmittal forms. Do not proceed with installation until an applicable copy of Product Data is in the installer ' s possession. 0" a. Do not permit use of unmarked copies of Product Data in connection with construction. H. Samples: Submit full-size Samples cured and finished as specified and identical to the product proposed. Mount, display, or package Samples to facilitate review. Prepare Samples to match the Architect' s Sample. Include the following: „ 1. Generic description. 2 . Source. SUBMITTALS 01300 - 3 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 3 . Product name or name of manufacturer. 4 . Compliance with recognized standards. •� 5. Availability and delivery time. 6. Submit Samples for review of kind, color, pattern, and texture, for a final check of these characteristics, and a comparison of these characteristics between the final submittal and the component as delivered and installed. Where variations are inherent in the product, submit multiple units that show limits of the variations. I. Distribution: Prepare additional sets for subcontractors, manufacturers, fabricators, installers, and others as required for performance. Show distribution on transmittal forms. J. Architect ' s Action: Except for submittals for record, information or similar purposes, where action and return is required, the Architect will review each submittal, mark to indicate action taken, and return. Compliance with specified characteristics is the Contractor ' s responsibility. 1. Action Stamp: The Architect will stamp each submittal with a self-explanatory action stamp. The stamp will be appropriately marked to indicate action taken. END OF SECTION 01300 WA A" A" SUBMITTALS 01300 - 4 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 01500 - TEMPORARY FACILITIES 1. 1 General A. Summary: This Section specifies temporary services and facilities, including utilities, construction and support facilities, security and protection. Provide facilities ready for use. Maintain, expand and modify as needed. Remove when no longer needed, or replaced by permanent facilities. B. Use Charges: Cost or use charges for temporary facilities are not chargeable to the Owner or Architect, and will not be accepted as a basis of claims for a Change Order. C. Submittals: Submit reports of tests, inspections, meter readings and similar procedures performed on temporary utilities. Submit a schedule showing implementation and termination of each temporary utility within 15 days of commencement of the Work. D. Regulations: Comply with applicable laws and regulations. E. Standards: Comply with NFPA Code 241, "Building Construction and Demolition Operations" , ANSI-A10 Series standards for "Safety Requirements for Construction and Demolition" , and NECA Electrical Design Library "Temporary Electrical Facilities. " 1. Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services" , prepared by AGC and ASC. 2 . Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code (NFPA 70) . " F. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. G. Conditions of Use: Keep facilities clean and neat. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload, or permit facilities to interfere with progress. Do not allow hazardous, dangerous or unsanitary conditions, or public nuisances to develop or persist on the site. TEMPORARY FACILITIES 01500 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III H. Materials and Equipment: Provide new materials and equipment; if acceptable to the Architect, undamaged .., previously used materials and equipment in serviceable condition may be used. Provide materials and equipment suitable for the use intended. I . Temporary Utilities: Contractor may use the following existing utilities; 1. Water Service: a. Provide 3/4" heavy-duty rubber hoses 100 ft. long with shut-off nozzle at each outlet. 2 . Electric Power Service: a. Power Distribution System: Install wiring overhead, and rise vertically where least exposed to damage. b. Electrical Outlets: Provide properly configured NEMA polarized outlets. Provide outlets equipped with ground-fault circuit interrupters, reset button and pilot light, for connection of power tools and equipment. C. Electrical Power Cords: Provide grounded extension cords; use "hard-service" cords where exposed to "" traffic. 3 . Telephones: Provide temporary telephone service for ., personnel engaged in construction. . Contractor may tap into existing service. At each telephone, post a list of important telephone numbers. J. Temporary Construction and Support Facilities Installation: Locate for easy access. Maintain facilities until Substantial Completion. Remove prior to Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to the Owner. 1. Temporary Heat: Provide temporary heat for curing or 40 drying of completed installations or protection of installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed -� installations; heating units shall have been tested and labeled by UL, FM or another recognized trade association related to the type of fuel used.- Coordinate sed.Coordinate ventilation requirements to produce the ambient condition required. TEMPORARY FACILITIES 01500 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III a. Heating Facilities: Provide vented self-contained LP gas or fuel oil heaters with individual space thermostatic control. Use of gasoline-burning space heaters, open flame, or salamander type units is prohibited. 2 . Sanitary facilities include temporary toilets, wash facilities and drinking water fixtures. Comply with regulations and health codes for the type, number, location, operation and maintenance of fixtures. Install where facilities will best serve the Project. Provide toilet tissue, paper towels, paper cups and similar disposable materials for each facility. Provide covered waste containers for used material. 3 . Toilets: Install self-contained single-occupant toilet units of the chemical, aerated recirculation, or combustion type, properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar nonabsorbent material. Use of pit-type privies will not be permitted. 4 . Temporary Enclosures: Provide temporary enclosure for protection of construction from exposure, foul weather, other construction operations and similar activities. Where heat is needed and the building enclosure is incomplete, provide enclosures where there is no other provision for containment of heat. Coordinate enclosure with ventilating and material drying or curing requirements to avoid dangerous conditions. a. Install tarpaulins securely, with incombustible framing. Close openings through floor or roof decks and horizontal surfaces with load-bearing construction. 5. Project Identification and Temporary Signs: The Contractor and Subcontractors shall be limited to one sign. "NO" signs shall be nailed into trees. 6. Collection and Disposal of Waste: Collect waste daily. Comply with NFPA 241 for removal of combustible waste. Enforce requirements strictly. Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose in a lawful manner. 7. Rodent and Pest Control: Retain an exterminator or pest control company to perform extermination and control procedures so the project will be free of pests at Substantial Completion. Perform operations in a lawful manner using environmentally safe materials. 8 . Stairs: Provide temporary stairs where ladders are not adequate. Cover finished permanent stairs with a protective covering so finishes will be undamaged at the time of acceptance. TEMPORARY FACILITIES 01500 - 3 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III K. Security and Protection Facilities Installation: Except for use of permanent fire protection as soon as available, do not change from use of temporary security and protection facilities to permanent facilities until Substantial Completion. 1. Fire Protection: Until fire protection is supplied by permanent facilities, install and maintain temporary fire protection of types needed to protect against •- predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers, " and NFPA 241 "Standard for Safeguarding Construction, Alterations and Demolition Operations. " 2 . Fire Extinguishers: Provide hand-carried, portable UL-rated, class "A" fire extinguishers for temporary offices and similar spaces. In other locations provide hand-carried, portable, UL-rated, class "ABC" dry chemical extinguishers. Locate fire extinguishers where effective for the intended purpose, but not less than one on each floor near each usable stairwell. a. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas. .. b. Store combustible materials in containers in fire-safe locations. C. Provide supervision of -welding operations, combustion type temporary heating units, and sources of fire ignition. 3 . Barricades, Warning Signs and Lights: Comply with standards and code requirements for erection of barricades. Paint appropriate warning signs to inform personnel and the public of the hazard being protected against. Where needed provide lighting, including flashing lights. 4 . Security Enclosure and Lockup: Install temporary enclosure of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance, vandalism and theft. Where materials and equipment must be stored, provide a secure lockup. 5. Environmental Protection: Operate temporary facilities and conduct construction by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted. Avoid use of tools and equipment which produce harmful noise. Restrict use of noise making .� tools and equipment to hours that will minimize complaints. TEMPORARY FACILITIES 01500 - 4 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III L. Operation: Enforce strict discipline in use of temporary facilities. Limit availability to intended use to minimize abuse. Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and the elements. 1. Maintain operation of enclosures, heating, cooling, humidity control, ventilation and similar facilities on a 24-hour day basis to achieve indicated results and to avoid damage. 2 . Prevent piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. M. Termination and Removal: Remove each facility when the need has ended, or replaced by.a permanent facility, or no later than Substantial Completion. Complete or restore construction delayed because of interference with the facility. Repair damaged Work, clean exposed surfaces and replace construction that cannot be satisfactorily repaired. 1. Temporary facilities are property of the Contractor. 2 . At Substantial Completion, renovate permanent facilities used during the construction period, including but not limited to: a. Replace air filters and clean inside of ductwork and housings. b. Replace worn parts and parts subject to unusual operating conditions. C. Replace burned out lamps. END OF SECTION 01500 TEMPORARY FACILITIES 01500 - 5 ANN RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 01700 - PROJECT CLOSEOUT 1. 1 General A. Substantial Completion: Before requesting inspection for certification of Substantial Completion, complete the following: 1. In the Application for Payment that coincides with the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed substantially complete. 2 . Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents. 3 . Submit record drawings, maintenance manuals, final project photographs, damage or settlement survey, property survey, and similar record information. 4 . Change-over permanent locks and transmit keys to the owner. 5. Complete start-up testing of systems, and instruction of the Owner ' s personnel. Remove temporary facilities from the site, along with construction tools, mock-ups, and similar elements. 6. Complete final clean up. Touch-up and repair and restore marred exposed finishes. B. Inspection Procedures: On receipt of a request for inspection, the Architect will proceed or advise the Contractor of unfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. The Architect will repeat inspection when requested and assured that the Work has been substantially completed. 2 . Results of the completed inspection will form the basis of requirements for final acceptance. C. Final Acceptance: Before requesting inspection for certification of final acceptance and final payment, complete the following: 1. Submit final payment request with releases. 2 . Submit a final statement, accounting for changes to the Contract Sum. 3 . Submit a copy of the final inspection list stating that each item has been completed or otherwise resolved for acceptance. 4 . Submit final meter readings for utilities, a record of PROJECT CLOSEOUT 01700 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III stored fuel, and similar data as of Substantial Completion. 5. Submit consent of surety to final payment. 6. Submit evidence of continuing insurance coverage complying with insurance requirements. D. Reinspection Procedure: The Architect will reinspect the Work upon receipt of notice that the Work has been completed, except items whose completion has been delayed because of circumstances acceptable to the Architect. 1. Upon completion of reinspection, the Architect will prepare a certificate of final acceptance, or advise the Contractor of work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. 2 . If necessary, reinspection will be repeated. E. Record Document Submittals: Do not use Record Documents for �* construction purposes; protect from loss in a secure location; provide access to Record Documents for the Architect' s reference. F. Record Drawings: Maintain a clean, undamaged set of blue or black line white-prints of Contract Drawings and Shop Drawings. Mark-up these drawings to show the actual installation. Mark whichever drawing is most capable of showing conditions accurately. Give particular attention to concealed elements that would be difficult to m-easure and . record at a later date. 1. Organize record drawing sheets into manageable sets. G. Record Specifications: Maintain one copy of the Project Manual, including addenda. Mark to show variations in actual Work performed in comparison with the Specifications and modifications. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot be readily discerned later by direct observation. Note related record drawing information and Product Data. 1. Upon completion of the Work, submit record Specifications to the Architect for the Owner' s records. H. Maintenance Manuals: Organize maintenance data into sets of - manageable size. Mark identification on front and spine of each binder. , Include the following information: A 1. Emergency instructions. 2 . Spare parts list. 3 . Copies of warranties. 4 . Wiring diagrams. PROJECT CLOSEOUT 01700 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 5. Recommended "turn around" cycles. 6. Inspection procedures. 7 . Shop Drawings and Product Data. I. Operating and Maintenance Instructions: Arrange for the installer of equipment that requires regular maintenance to meet with the Owner' s personnel to provide instruction in proper operation and maintenance. Include a detailed review of the following: 1. Maintenance manuals. 2 . Spare parts and materials. 3 . Tools. 4 . Lubricants. 5. Control sequences. 6. Hazards. 7 . Warranties and bonds. 8 . Maintenance agreements and similar continuing commitments. J. As part of instruction for operating equipment, demonstrate the following procedures: 1. Start-up and shutdown. 2 . Emergency operations. 3 . Noise and vibration adjustments. 4 . Safety procedures. K. Final Cleaning: Employ experienced workers for final cleaning. Clean each surface to the condition expected in a commercial building cleaning and maintenance program. Complete the following before requesting inspection for certification of Substantial Completion: 1. Remove labels that are not permanent labels. 2 . Clean transparent materials. Remove glazing compound. Replace chipped or broken glass. 3 . Clean exposed hard-surfaced finishes to a dust-free condition, free of stains, films and similar foreign substances. Restore reflective surfaces to their original reflective condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. 4 . Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. 5. Clean the site of rubbish, litter and other foreign substances. Sweep paved areas; remove stains, spills and other foreign deposits. Rake grounds that are neither paved nor planted, to a smooth even-textured surface. PROJECT CLOSEOUT 01700 - 3 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III L. Pest Control: Engage an experienced exterminator to make a final inspection, and rid the Project of rodents, insects -� and other pests. M. Removal of Protection: Remove temporary protection and facilities. N. Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Remove waste materials from the site and dispose of in a lawful manner. END OF SECTION 01700 PROJECT CLOSEOUT 01700 - 4 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 01740 - WARRANTIES AND BONDS 1. 1 General A. Standard Product Warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. B. Special Warranties are written warranties required by or incorporated in Contract Documents, to extend time limits provided by standard warranties or to provide greater rights for the Owner. 1. Refer to the General Conditions for terms of the Contractor' s special warranty of workmanship and materials. C. Requirements for warranties for products and installations that are specified to be warranted, are included in the individual Sections of Divisions-2 through -16 . D. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and Subcontractors required to countersign special warranties with the Contractor. E. Related Damages and Losses: When correcting warranted Work that has failed, remove, and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. F. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. G. Replacement Cost: On determination that Work covered by a WN warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through part of its useful service life. H. Owner's Recourse: Written warranties made to the Owner are in addition to implied warranties, and shall not limit WARRANTIES AND BONDS 01740 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III duties, obligations, rights and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies. 1. Rejection of Warranties: The Owner reserves the right to reject warranties and limit selections to products with warranties not in conflict with requirements of the Contract Documents. 2 . The Owner reserves the right to refuse to accept Work where a special warranty, or similar commitment is required, until evidence is presented that entities required to countersign commitments are willing to do SO. I. Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect ' s Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion, submit written warranties on the Architect's request. 1. When a designated portion of the Work is completed and occupied or used, by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect within fifteen days of completion of that designated portion of the Work. J. When a special warranty is to be executed by the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner through the Architect for approval prior to final execution. w 1. Refer to individual Sections of Divisions-2 through -16 for specific content, and particular requirements for submittal of special warranties. K. Bind warranties and bonds in heavy-duty, commercial quality, durable 3-ring vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2" by 11" paper. 1. Provide heavy paper dividers with celluloid covered tabs for each warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address and telephone number of the installer. 2 . Identify each binder on the front and the -spine with the typed or printed title "WARRANTIES AND BONDS, the WARRANTIES AND BONDS 01740 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III Project title or name, and the name of the Contractor. 3 . When operating and maintenance manuals are required for warranted construction, provide additional copies of each warranty, as necessary, for inclusion , in each required manual. END OF SECTION 01740 �r WARRANTIES AND BONDS 01740 - 3 .s .. ., A. RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 02070 SELECTIVE DEMOLITION 1. 1 General: A. This Section requires the selective removal and subsequent off-site disposal of the following: 1: Portions of building structure indicated on drawings and as required to accommodate new construction. 2 . Removal of interior partitions as indicated on drawings. 3 . Removal of doors and frames indicated "remove. " 4 . Removal of existing windows as indicated on drawing. 5. Removal and protection of existing fixtures and equipment items indicated "salvage. " B. Related work specified elsewhere: 1. Remodeling construction work and patching are included within the respective sections of specifications, including removal of materials for reuse and incorporation into remodeling or new construction. 2 . Relocation of pipes, conduits, ducts, and other mechanical and electrical work is specified in other Divisions. C. Schedule: Submit schedule indicating proposed sequence of operations for selective demolition work to Owner's Representative for review prior to start of work. Include coordination for shutoff, capping, and continuation of utility services as required, together with details for dust and noise control. D. Condition of Structures: Owner assumes no responsibility for actual condition of items or structures to be demolished. 1. Conditions existing at time of commencement of contract will be maintained by Owner insofar as practicable. However, variations within structure may occur by Owner ' s removal and salvage operations prior to start of selective demolition work. E. Partial -Demolition and Removal: Items indicated to be removed but of salvageable value to Contractor may be removed from structure as work progresses. Transport salvaged items from site as they are removed. 1. Storage or sale of removed items on site will not be permitted. F. Protections: Provide temporary barricades and other forms SELECTIVE DEMOLITION 02070 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III of protection as required to protect Owner ' s personnel and general public from injury due to selective demolition work. 1. Provide protective measures as required to provide free and safe passage of personnel and general public to and from of building. 2 . Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operations. 3 . Protect floors with suitable coverings when necessary. 4 . Construct temporary dustproof partitions where required to separate areas where extensive dirt or dust operations are performed. Equip partitions with dustproof doors and security locks if required. 5. Provide temporary weather protection during interval between demolition and removal of existing construction -� on exterior surfaces and installation of new construction to ensure that no water leakage or damage occurs to structure or interior areas of existing building. 6 . Remove protections at completion of work. G. Damages: Promptly repair damages caused to adjacent facilities by demolition work at no cost to Owner. H. Traffic: Conduct selective demolition operations and debris -* removal in a manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. I. Utility Services: Maintain existing utilities indicated to remain. Keep in service and protect against damage during demolition operations. * J. Environmental Controls: Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level. Comply with governing regulations pertaining to environmental protection. 1. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution. .. 1. 2 Execution: A. Inspection: Prior to commencement of selective demolition work, inspect areas in which work will be performed. Photograph existing conditions of structure surfaces, equipment, or surrounding properties that could be misconstrued as damage resulting from selective demolition work; file with Owner's representative prior to starting SELECTIVE DEMOLITION 02070 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III work. B. Preparation: Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structures to be demolished and adjacent facilities to remain. 1. Cease operations and notify Owner's representative immediately if safety of structure appears to be endangered. Take precautions to support structure until determination is made for continuing operations. C. Cover and protect furniture, equipment, and fixtures indicated "to remain" from soilage or damage. D. Erect and maintain dust-proof partitions and closures as required to prevent spread of dust or fumes to occupied portions of the building. 1. Provide weatherproof closures for exterior openings resulting from demolition work. E. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. . F. Demolition: Perform selective demolition work in a systematic manner. 1. Demolish concrete and masonry in small sections. Cut concrete and masonry at junctures with construction to remain using power-driven masonry saw or hand tools; do not use power-driven impact tools. 2 . Locate demolition equipment throughout structure and promptly remove debris to avoid imposing excessive loads on supporting walls, floors, or framing. 3 . Provide services for effective air and water pollution controls as required by local authorities having jurisdiction. 4 . Demolish foundation walls to a depth of not less than 12 inches below existing ground surface. Demolish and remove below-grade wood or metal construction. Break up below-grade concrete slabs. 5. For interior slabs on grade, use removal methods that will not crack or structurally disturb adjacent slabs or partitions. Use power saw where possible. 6. Completely fill below-grade areas and voids resulting from demolition work. Provide fill consisting of approved earth, gravel, or sand, and free of trash and debris, stones over 6 inches in diameter, roots, and other organic matter. G. If unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are SELECTIVE DEMOLITION 02070 - 3 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III encountered, investigate and measure both nature and extent of conflict. Submit report to Owner' s representative in written, accurate detail. Pending receipt of directive from Owner' s representative, rearrange selective demolition schedule as necessary to continue overall job progress without delay. H. Salvage Items: Where indicated on Drawings as "Salvage - Deliver to Owner, " carefully remove indicated items, clean, store, and turn over to Owner and obtain receipt. I . Disposal of Demolished Materials: Remove debris, rubbish, and other materials resulting from demolition operations from building site. Transport and legally dispose off site. 1. If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. 2 . Burning of removed materials is not permitted on project site. J. Cleanup and. Repair: Upon completion of demolition work, remove tools, equipment, and demolished materials from site. Remove protections and leave interior areas broom clean. K. Repair demolition performed in excess of that required. Return structures and surfaces to remain to condition existing prior to commencement of selective demolition work. ., Repair adjacent construction or surfaces soiled or damaged by selective demolition work. END OF SECTION 02070 SELECTIVE DEMOLITION 02070 - 4 X* RESIDENCE FOR wo MR. AND MRS. EDWARD W. LANE, III NK SECTION 02110 - SITE CLEARING 1. 1 General A. Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction. B. Protection: Provide temporary fences, barricades, coverings, or other protection to preserve existing items indicated to remain and to prevent injury or damage to persons or property. Provide protection for adjacent properties as required. ow C. Restore damaged work to condition existing prior to start of work. D. Protect existing trees and vegetation that is indicated to remain from physical damage. Do not store materials or equipment within tree drip line. Use licensed arborist for tree damage repair. Replace damaged trees that cannot be restored to full growth, as determined by arborist, unless otherwise acceptable to Architect. E. Site Clearing: Remove trees, shrubs, grass, and other vegetation, improvements, or obstructions as indicated or which interfere with new construction. Removal includes digging out stumps and roots, together with subsequent off-site disposal. F. Strip and stockpile topsoil that will be reused in the work. G. Remove existing improvements, both above-grade and below-grade to extent indicated or as otherwise required to permit new construction. H. Salvable Items: Carefully remove items indicated to be salvaged, and store on Owner' s premises where indicated or directed. I. Control air pollution caused by dust and dirt; comply with governing regulations. J. Fill depressions and voids resulting from site clearing operations. Using satisfactory soil materials, place in maximum 6 inch deep horizontal layers and compact each layer to density of surrounding original ground. K. Grade ground surface to conform to required contours and to SITE CLEARING 02110 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III provide surface drainage. L. Dispose of waste materials, including trash and debris, and excess topsoil, off Owner' s property. M. Burning of waste materials on site is not permitted. END OF SECTION 02110 •'" w SITE CLEARING 02110 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 02200 - EARTHWORK 1. 1 General: A. Existing Utilities: Locate by hand excavation and provide protection from damage. Cooperate with Owner and utility companies for maintaining services. Do not break utility connections without notifying Architect a minimum of 48 hours in advance and providing acceptable temporary services. 1. Repair damages to existing utilities as directed by utility company. B. Explosives: Use of explosives is not permitted. C. Protection: Protect existing structures, utilities, sidewalks, pavements, and other facilities in areas of work. Barricade open excavations and provide warning lights. Comply with regulations and requirements of regulatory authorities having jurisdiction. D. Provide bracing and shoring as required in excavations, to maintain sides and to protect adjacent structures from settlement. Comply with regulations and requirement of authorities having jurisdiction. Maintain shoring and " bracing until excavations are backfilled. ' E. Satisfactory soil materials are defined as those complying with ASTM D 2487 soil classification groups GW., GP, GM, SM, SW and SP. F. Unsatisfactory soil materials are defined as those complying with ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH and PT. G. Subbase Fill Material: Naturally or artificially graded mixture of natural cohesionless sand free of vegetation, debris, or other objectionable materials. 1.2 Execution: A. Excavation: Remove and dispose of material encountered to obtain required subgrade elevations, including pavement, obstructions visible on ground surface, underground structures and utilities indicated to be removed. B. Unauthorized excavation (removal of materials beyond indicated subgrade elevations) may be filled with lean concrete, or corrected by extending indicated bottom EARTHWORK 02200 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III elevation of footing to lower elevation, as acceptable to Architect. C. Stockpile excavated materials where directed, until required for backfill and fill. w D. Excavate for structure to elevations and dimensions shown, extending excavation a sufficient distance to permit placing and removal of other work and for inspection. Trim bottom to required lines and grades to provide solid base to receive concrete. E. Excavate for trenches to depth indicated or required and to establish indicated elevations. Maintain uniform width required for particular item to be installed, including width to provide ample working room. F. If unsatisfactory soil materials are encountered at design elevations, continue elevation as directed by Architect. If conditions are not a result of Contractor' s negligence, additional excavation will be measured as directed by Architect and paid for in accordance with contract conditions relative to changes in work. G. Backfill and Fill: Place and compact acceptable soil material in layers to required elevations. Use soil material free of clay, rock or gravel larger than 2 inches in any dimension, debris, vegetable matter, waste, and frozen materials.-- . w H. Backfill excavations as promptly as work permits. I . Prepare ground surface to receive fill by removing vegetation, debris, unsatisfactory soil materials and obstructions. Scarify as required so that fill material will bond with existing surface. .� J. Place backfill and fill materials in layers not more than 8 inches in loose depth, compacting each layer to specified .. density. Do not place fill or backfill materials on surfaces that are muddy, frozen, or contain ice or frost. K. Compaction: Compact each layer of backfill and fill materials and the top 12 inches of subgrade for structures, slabs, steps and pavements to 95 percent maximum density (ASTM D-1557) . At lawns or unpaved areas, compact to 90 percent maximum density (ASTM D-1557) . L. Sprinkle water on surface of subgrade or layers of soil material where soil is too dry to permit compaction to required density. Remove and replace, or scarify and air dry soil material that is too wet to permit compaction to required density. EARTHWORK 02200 - 2 RESIDENCE FOR 00 MR. AND MRS. EDWARD W. LANE, III M. Grading: Grade areas indicated, including adjacent transition areas, with uniform levels or slopes between finish elevations. Shape surface of areas to within 0. 10 foot above or below required subgrade elevation, compact as specified. N. Maintenance: Repair and reestablish grades in settled, eroded, rutted, or otherwise damaged areas. In damaged compacted areas, scarify surface, reshape, and compact to required density prior to further construction. O. Disposal: Remove excess excavated material, trash, debris, and waste material from site. END OF SECTION 02200 AM EARTHWORK 02200 - 3 am An A w RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III w` SECTION 02282 - TERMITE CONTROL 1. 1 General A. Provide soil treatment for termite control as herein specified. B. Product Data: Submit manufacturer ' s technical data and application instructions. C. In addition to requirements of these specifications, comply with manufacturer's instructions and recommendations for work, including preparation of substrate and application. D. Engage a licensed professional pest control operator, for application of soil treatment solution. E. Use only termiticides which bear a Federal registration number of the U. S. Environmental Protection Agency. F. Restrictions: Do not apply soil treatment solution until excavating, filling and grading operations are completed, except as otherwise required in construction operations. G. To insure penetration, do not apply soil treatment to frozen or excessively wet soils or during inclement weather. Comply with handling and application instructions of soil toxicant manufacturer. H. Furnish written warranty certifying that applied soil termiticide treatment will prevent infestation of subterranean termites and, that if subterranean termite activity is discovered during warranty period, Contractor will re-treat soil and repair or replace damage caused by termite infestation. 1. Provide warranty for a period of 1 year from date of treatment, signed by Applicator and Contractors. I . Soil Treatment Solution: Use emulsible concentrate termiticide for dilution with water, specially formulated to prevent termite infestation. Provide a working solution of one of following chemical elements and concentrations. 1. Chloropyrifos ("Dursban TC") ; 1. 0 percent in water emulsion. 2 . Permathrin ("Dragnet" , "Torpedo") ; 0 . 5 percent in water emulsion. J. Other solutions may be used as recommended by Applicator if acceptable to Architect and approved for intended TERMITE CONTROL 02282 - 1 00 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III application by local governing authorities. Use only soil treatment solutions which are not injurious to planting. K. Surface Preparation: Remove foreign matter which could decrease effectiveness of treatment on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted areas under slabs and foundations. Termiticide may be applied before placement of compacted fill under slabs, if recommended by manufacturer. --R L. Application Rates: Apply soil treatment solution at rates recommended by soil termiticide manufacturer. M. Post signs in areas of application warning workers that soil termiticide treatment has been applied. Remove signs when areas are covered by other construction. N. Reapply soil termiticide treatment solution to areas disturbed by subsequent excavation or other construction .• activities following application. END OF SECTION 02282 TERMITE CONTROL 02282 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 02710 - FOUNDATION DRAINAGE 1. 1 General: A. Extent of foundation drainage system work is shown on drawings. B. Certification: Submit Certification signed by Contractor and foundation drainage system Installer that installed materials conform to specified requirements and system was successfully checked and tested prior to covering with filtering and drainage fill. 04 1. 2 Drainage Pipe and Fittings: A. Furnish drainage pipe complete with bends, reducers, adapters, couplings, collars, and joint materials. B. Perforated Polyvinyl Chloride Pipe: ASTM D 2729 . C. Joint Screening: Furnish joint screening for each open-joint portion of drain lines, of the following: 1. Heavy mesh burlap. 2 . Coat-tar saturated felt. 3 . 18-14 mesh copper screening. 4 . Commercial corrosion-resistant metal bands. 1. 3 Soil Materials: A. Impervious Fill: Clayey gravel and sand mixture capable of compacting to a dense composite. B. Drainage Fill: Evenly graded mixture of natural or crushed gravel or crushed stone, and natural sand with 100 percent passing a 1/2" sieve and 0-5 percent passing a No. 50 sieve. C. Filtering Material: Evenly graded mixture of natural or crushed gravel or crushed stone, and natural sand with 100 percent passing a 1-1/2" sieve and 0-5 percent passing a No. 50 sieve. FOUNDATION DRAINAGE 02710 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III 1.4 Installation: A. Impervious Fill at Footings: After concrete footings have been cured and forms removed, place impervious fill material on subgrade adjacent to bottom of footing. Place and compact impervious fill to dimensions indicated or, if not indicated, not less than 6" deep and 12" wide. B. Filtering Material: Place supporting layer of filtering material over compacted subgrade where drainage pipe is to be laid to depth indicated or, if not indicated, to a compacted depth of not less than 411 . C. Laying Drain Pipe Lay drain pipe solidly bedded in filtering material. Provide full bearing for each pipe section throughout its length, to true grades and alignment, and continuous slope in direction of flow. 5. Lay perforated pipe with perforations down and joints .. tightly closed in accordance with pipe manufacturers recommendations. Provide collars and couplings as required. D. Testing Drain Lines: Test or check lines before backfilling to assure free flow. Remove obstructions, replace damaged components, and retest system until satisfactory. w E. After testing drain lines, place additional filtering material to a 4" depth around sides and top of drains. F. Subsurface Drainage Mat: Coordinate placement of drainage mat with other foundation drainage materials. G. Comply with manufacturer' s instructions for securing matting to substrate. Use adhesives and mechanical fasteners as recommended by matting manufacturer. Lap all edges of fabric and extend fabric around foundation drainage pipe in accordance with mat manufacturers recommendations. Protect in-place matting during backfill operations in accordance with matting manufacturer' s instructions. H. Drainage Fill: Place drainage fill over drain lines after satisfactory testing and covering of drain lines with filtering material. Completely cover drain lines to a width of at least 6" on each side and above top of pipe to within 12" of finish grade. Place fill material in layers not • exceeding 3" in loose depth and compact each layer placed. 6. Overlay drainage fill material with one layer of 15-1b. asphalt- or tar-saturated felt, overlapping edges at least 4" . FOUNDATION DRAINAGE 02710 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III I . Fill to Grade: Apply impervious fill material over compacted drainage fill at footing drains, placing material in layers not exceeding 6" in loose depth and thoroughly compacting each layer. Carry impervious fill to indicated finish elevations and slope away from building perimeter. END OF SECTION 02710 FOUNDATION DRAINAGE 02710 - 3 �e .. .. .w .. ,� w A A Y RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III SECTION 03300 - CAST-IN-PLACE CONCRETE 1. 1 General A. Codes and Standards: ACI 301, "Specifications - for Structural Concrete Buildings"; ACI 318, "Building Code Requirements for Reinforced Concrete" ; comply with applicable provisions except as otherwise indicated. 1. 2 Mix Proportions and Design: Proportion mixes complying with mix design procedures specified in ACI 301. All concrete shall be 3000 PSI at 28 days. 1. 3 Products: A. Concrete Materials: As follows: 1. Portland Cement: ASTM C 150, Type II. 2 . Fly Ash: ASTM C 618 , Type C or F. a. Limit use of fly ash in concrete mix design not to exceed 25 percent of cement content by weight. 3 . Aggregates: ASTM C 33 , except local aggregates of proven durability may be used when acceptable to Architect. B. Water: Drinkable C. Air-Entraining Admixture: ASTM C 260. D. Water-Reducing Admixture: ASTM C 494 ; type as required to suit project conditions. Use only admixtures that have been tested and accepted in mix designs. +• 1. 4 Related Materials: As follows: A. Waterstops: Flat dumbbell or centerbulb type, size to suit joints, of either rubber (CRD C 513) or PVC (CRD C 572) . B. Moisture Barrier: Clear 8-mils-thick polyethylene; polyethylene-coated barrier paper; 1/8-inch-thick asphalt core membrane sheet. C. Membrane-forming Curing Compound: ASTM C 309 , Type I. D. Joint Fillers: See Division 7 . 1. 5 Form Materials: As follows: CAST-IN-PLACE CONCRETE 03300 - 1 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III A. Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. B. Exposed Concrete Surfaces: Suitable material to suit project conditions. 1. 6 Reinforcing Materials: As follows: .. A. Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise indicated. M B. Welded Wire Fabric: ASTM A 185. 1. 7 Execution: �* A. Job-Site Mixing: Use drum-type batch machine mixer, mixing not less than 1-1/2 minutes for one cu. yd. or smaller capacity. Increase mixing time at least 15 seconds for each additional cu. yd. or fraction thereof. B. Ready-Mix Concrete: ASTM C 94 . C. Formwork: Construct so that concrete members and structures are of correct size, shape, alignment elevations, , and position. D. Provide openings in formwork to accommodate work of other trades. Accurately place and securely support items built into forms. E. Clean and adjust forms prior to concrete placement. Apply form-release agents or wet forms, as required. Retighten forms during concrete placement if required to eliminate mortar leaks. F. Reinforcement: Position, support, and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers, and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. w G. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. H. Joints: Provide construction, isolation, and control joints as indicated or required. Locate construction joints so as not to impair strength and appearance of structure. Place isolation and control joints in slabs-on-ground to stabilize differential settlement and random cracking. CAST-IN-PLACE CONCRETE 03300 - 2 RESIDENCE FOR MR. AND MRS. EDWARD W. LANE, III I. Installation of Embedded Items: Set and build into work anchorage devices and other embedded items required for other work that is attached to or supported by cast-in-place concrete. Use setting diagrams, templates, and instructions provided by others for locating and setting. J. Concrete Placement: Comply with ACI, placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. K. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into forms. L. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placing, and curing. 1. In cold weather comply with ACI 306. 2 . In hot weather comply with ACI 305 . 1. 8 Concrete Finishes: As follows: A. Exposed-to-View Surfaces: Provide a smooth finish for exposed concrete surfaces and surfaces to be covered with a coating or covering material applied directly to concrete. Remove fins and projections, patch defective areas with cement grout, and rub smooth. B. Slab Trowel Finish: Apply trowel finish to monolithic slab surfaces that are exposed to view or are to be covered with resilient flooring, paint, or other thin film coating. Consolidate concrete surfaces by finish troweling, free of trowel marks, uniform in texture and appearance. C. Curing: Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep continuously most for not less than 72 hours. Continue curing by use of moisture-retaining cover or membrane- forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. END OF SECTION 03300 CAST-IN-PLACE CONCRETE 03300 - 3 ..,, ,,. .. w �, w A w ■ r